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WS-14-1026Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-223249 Permit Number: WS -5-14-1026 Scheduled Inspection Date: November 14, 2014 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: CASTANEDA, DAVID & KARA Work Classification: Window/Door Replacement Job Address: 9525 NW 1 Court Miami Shores, FL Project: <NONE> Contractor: HOME OWNER tsuilding Department Comments Phone Number (786)281-1825 Parcel Number 1131010240300 RETRO- FIT ONLY OF EXTERIOR 23 WINDOWS AND 3 inrracno vassea comments DOORS INSPECTOR COMMENTS False Passed Failed Correction Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP-212673. No access, no one home November 13, 2014 For Inspections please call: (305)762-4949 Page 13 of 28 Miami Shores Village Building Department MAY 19 2014 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 BY: INSPECTION LINE PHONE NUMBER: (30S) 762-4949 FBC 2010 BUILDING Master Permit No. Pis /G/ /0,126 P MIT APPLICATION Sub Permit No. PBu ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLICWORKS ❑ CHANGE CONTRACTOR ❑ CANCELLATION ❑ SHOP DRAWINGS JOB ADDRESS: 0 S S N W LS_-� C, 11*-) A 3�z City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO �_ Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Phone#: �' S .. v l Tenant/Lessee Name: 0 Phone#: CONTRACTOR: Company Name: Q�,p� l- Phone#: Address: City: Qualifier Name: State Certification or Registration #: DESIGNER: City: Certificate of Competency #: one#: State: Zip: Value of Work for this Permit: $ 1 a Square/Linear Footage of Work: _ Type of Work: El Addition El Alteration El New Eg Repair/Replace Description of Work: OF C7]►�Z ❑ Demolition Specify color of color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Notary $ Radon Fee $ Training/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond $, Technology Fee $ TOTAL FEE NOW DUE $ � v 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 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 wilt 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. Owner or Agent , I "I a i J I� ea The foregoing instrument was acknowled� d before me this day o L— 20 1 by '.`AnAg- 8, who is personally known to me or who has produced KC(D NOTARY PUBLIC: Sign Print; As identification and who did take an oath. My Commission Expires: Signature Contractor The foregoing instrument was acknowledged before me this_ day of . 20 __, by who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: APPROVED BY /-, Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014)(Revised 5/2/2012)(Revised 3/12/2012) )(Revised 06/10/2009)(Revised 3/15/09)(Revised 7/10/2007) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: DAV U> �U r �& DATE: I pi ILA ADDRESS: ST r--"JAV;� s -leta I 5imfl— "D , c7 Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, FS 489.103(7). And I have read and fanderstood the following disclosure statement, which entitles me to work as my own contractor, I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one -family or two-family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with- holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. InifialpC 2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial 4-\ 3. 1 understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead_of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial r °J 4. I understand that I may build or improve a one family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption. Initial 5. 1 understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial 7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner -builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. Initial 9. 1 agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govern owner -builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial D J 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http://www.mvfioddalicense.com/dbnr/pro/cilbfindex.htmi Initial 11. 1 am aware of, and consent to; an owner -builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: Initial 12. 1 agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. Initial CI -i Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, If an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this day of , 20 BYL22wd who was personally known to me or who has /,6 ® 7d x333 --C) as identification. Notary Public Stets of Florida Joanna M Feliciano My Commission FF 082783 � t EupirM8011112018_ - ` ` MAY 19 2014 EGRESS 75.00 PSF -75.00 PSF #25 XO +70.00 PSF EGRESS -80.00 PSF #1 X 75.00 PSF -75.00 PSF 75.E PSF -75.00 PSF #24 XO v PSF PSFXO F75.00 PSF -7-75.00 PSF PSF PSF X CLOSET BEDROOM #1 BEDROOM #2 �_�::, �-iii • ;"'�� LIVING DINNING (ALL INTERIORS EXISTING TO REMAIN) 80.00 PSF EXISTING MIAMI EXISTING EXhnlNG -80.00 PSF MIAMmmm MIAMI mm NOA NOA WINDOW � O TO REMAIN TO REMAIN TO REMAIN ,RANSOM 81.30 PSF 70.00 PSF [-48720 1.00 PSF 20 PSF -81.30 PSF PSF CLOSET BEDROOM #1 BEDROOM #2 �_�::, �-iii • ;"'�� LIVING DINNING (ALL INTERIORS EXISTING TO REMAIN) F75.00 PSWOOPSF 5.00 PSF -75.00 PS5.00 PSF #19 XO17 XO EGRESS Q f5 r-�r g -75.00 PSF 70.00 PSF #20 XO X0.00 PSF #16 X g +75.00 PSF -75.00 PSF #1s xo o �tt Q NOTES: 1. N.O.A PRESSURES SHOWN p 2 dz 2. ALL DETAILS AS PER N.O A Lu l z s 3. REFER TO COMPARISON CHART Q O tn 9 4. � DESIGN PRESSURES ARE EXACT RETRO -FIT ONLY 63.28' KITCHEN 02 CLOSET BEDROOM #3 MIAM mDE NOA GARAGE DOOR UNDER SEPARATE PERMIT GARAGE 70.00 PSF -90.100 PSF #8 X PSF PSF +64.00 PSF -N.00 PSF #10 XO +70.00 PSF EGRESS m }75.0SF -75.00PSF #O12 MIAMI-DADE NOA GARAGE DOOR UNDER SEPARATE PERM -x.64.00 PSF PSF 00 � #13 XO 6.5.00 PSF -65.00 PSF #14 XO p al FAMILY EXISTING MIAMI EXISTING EXhnlNG -DADS NOA MIAMmmm MIAMI mm NOA NOA WINDOW TRANSOM WINDOW TO REMAIN TO REMAIN TO REMAIN F75.00 PSWOOPSF 5.00 PSF -75.00 PS5.00 PSF #19 XO17 XO EGRESS Q f5 r-�r g -75.00 PSF 70.00 PSF #20 XO X0.00 PSF #16 X g +75.00 PSF -75.00 PSF #1s xo o �tt Q NOTES: 1. N.O.A PRESSURES SHOWN p 2 dz 2. ALL DETAILS AS PER N.O A Lu l z s 3. REFER TO COMPARISON CHART Q O tn 9 4. � DESIGN PRESSURES ARE EXACT RETRO -FIT ONLY 63.28' KITCHEN 02 CLOSET BEDROOM #3 MIAM mDE NOA GARAGE DOOR UNDER SEPARATE PERMIT GARAGE 70.00 PSF -90.100 PSF #8 X PSF PSF +64.00 PSF -N.00 PSF #10 XO +70.00 PSF EGRESS m }75.0SF -75.00PSF #O12 MIAMI-DADE NOA GARAGE DOOR UNDER SEPARATE PERM -x.64.00 PSF PSF 00 � #13 XO 6.5.00 PSF -65.00 PSF #14 XO p al Miami Shores Building Department Product Approval Schedule / Comparison Chart Permit No. Address: 9525 NW 1st Ct Miami Shores FL 33150 Opening Description of Product Acceptance Product Approval Opening Rough OpeningE ress ID Zone MFG Window/Door/Mullian Number Des' n Pressure Design Pressure Size Y/N + PSF - PS + PSF - PS 1 5 PGT FD750 Win ward French Door 11-1013.24 70.00/80.00 45.0/58.8 37.00x83.75 Y 2 5 PGT CA740 Winguard CA Series 740 12-1218-11 81.30/81.30 45.0/58.8 47.00x72.00 N 3 5 PGT CA740 Winguard CA Series 740 12-1218-09 70.00/87.20 45.0/58.8 23.50x72.00 N 4 5 PGT CA740 Winguard CA Series 740 12-1218-09 70.00/87.20 45.0/58.8 23.50x72.00 N 5 5 PGT PW701H Winguard Picture Window 13-0502.03 80.00/80.00 47.1/63.1 94.00x12.00 N 6 5 PGT CA740 Winguard CA Series 740 12-1218-11 70.00/90.00 47.1/63.1 19.125x63.00 N 7 5 PGT CA740 Winguard CA Series 740 12-1218-09 70.00/90.00 47.1/63.1 24.00x63.00 N 8 5 PGT CA740 Winguard CA Series 740 12-1218-09 70.00/90.00 47.1/63.1 24.0043.00 N 9 4 PGT HR710A Alum WG 11-1114.04 75.00/75.00 47.1/51.1 37.00x38.375 N 10 4 PGT SH700 Winguard SH Series 700 11-1013.14 80.00/64.00 47.1/51.1 19.125x38.375 N 11 4 PGT CA740 Winguard CA Series 740 12-1218-09 70.00/89.20 47.1/51.1 37.00/50.625 Y 12 4 PGT HR710AAlum WG 11-1114.04 75.00/75.00 47.1/51.1 48.00x38.375 N 13 5 PGT SH700 Winguard SH Series 700 11-1013.14 80.00/64.00 47.1/63.1 19.125x38.375 N 14 4 PGT HR710A Alum WG 11-1114.04 75.00/75.00 47.1/51.1 55.00/38.375 N 15 4 PGT HR710A Alum WG 11-1114.04 75.00/75.00 47.1/51.1 48.00x38.375 N 16 4 PGT FD750 Winguard French Door 11-1013.24 70.00/80.00 45.9/49.9 31.00!79.75 Y 17 4 PGT HR710A Alum WG 11-1114.04 75.00/75.00 47.1/51.1 37.0040.625 N 18 4 PGT FD750 Winguard French Door 11-1013.24 70.00/80.00 43.3/47.3 71.75179.75 Y 19 5 PGT HR710A Alum WG 11-1114.04 75.00/75.00 47.1/63.1 37.0040.625 N 20 5 PGT HR710A Alum WG 11-1114.04 75.00/75.00 47.1/63.1 37.0040.625 N 21 5 PGT CA740 Winguard CA Series 740 12-1218-09 70.00/89.20 47.1/63.1 37.00/50.625 Y 22 4 PGT HR710A Alum WG 11-1114.04 75.00/75.00 47.1/51.1 37.00x38.375 N 23 5 PGT HR710A Alum WG 11-1114.04 75.00/75.00 47.1/63.1 37.0040.125 N 24 5 PGT HR710A Alum WG 11-1114.04 75.00/75.00 47.1/63.1 37.0040.125 N 25 5 PGT HR710AAlum WG 11-1114.04 75.00/75.00 47.1/63.1 37.0040.125 N 26 5 1 PGT HR710A Alum WG 11-1114.04 1 75.00/75.00 44.3/57.5 74.0040.625 Y 04/09/2012- FAOI Wind Series 2010 FLORIDA BUILDING CODE & ASCE 7-10 "ASD" WIND VELOCITY= 170 MPH MRH <_ 60' DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE'C' BASED ONKd=0.85 INTERIOR ZONE 4 PRESSURES EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE FLAT TERRAIN Mean DESIGN PRESSURES (PSF) -ZONE 4 RoofTributa Area 5 Ft - Height 10 15 20 25 30 35" ' 46, 45 50 -49.3 -47.8 -46.7 ' -45.1 -44.4 -03.8 -41'6 40.5 39.8 39.3 -38.8 -38.4 381 x37.8 37.6 16 ft +38.3 +37.3 +36.6 +36.0 +35.6 +352 :+34.9 .+34.6 +34.3 -49.9 -42'1 -41.1 -40.3 -39.8 -39.3 -38.9" 38.6' - =38.3'- =38'0 17 ft +38.8 +37.8 +37.1 +36.5 +36.0 +35.6 +35.3 '+35:0. =+34.7 +36.0 -42'6 -41.6 -40.8 -40.3 -39.8 -39:4 39.1; -38:8 -8:5' 3 18 ft --49.0 -47.9 -47.0 -46.2 -45.5 -44.9 +39.3 1 +38.2 +37.5 +36.9 +36.5 -+36.1' A35-71_±35.4 I +3S.2. +36.5 '43.1 -42.0 -41.3 -00.7 -40.3 -399- 19 it -53.2 19 ft +39.7 +38.7 +37.9 +37.4 +36.9 +36.5 +36.1 +35.8 +35.6 -45.4 -43.6 -42.5 -41.7 -41.2 -00.7 -00.3 -39.9 -39.6 -39.4 20 ft +40.2 +39.1 +38.3 +37.8 +37.3 +36.9 +36.5 +36.2 +36.0 -51.7 -44.0 -02.9 -42.2 -01.6 -41.1 -40.7 -40.4 -40.0 -39.8 21 ft -45.4 20 ft +40.2 +39.1 +38.3 +37.8 +37.3 +40.6 +39.5 +38.7 +38.2 +37.7 +37.3 +36.9 +36.6 +36.3 -52.2 -44.4 -43.4 -42.6 -42.0 -41.5 -41.1 -40.7 40.4 -40.2 22 ft -05.8 21 ft +40.6 +39.5 +38.7 +38x +377 +41.0 +39.9 +39.1 +38.5 +38.0 +37.6 +37.3 1 +37.0 1 +36.7 -52.7 -44.9 -43.8 -43.0 -42.4 -41.9 -01.5 -01.1 -40.8 -40.5 23ft -46.3 22 ft +41.0 +39.9 +39.1 +38.5 +380 +41.4 +40.3 +39.5 +38.9 +38,4 +38.0 +37.6 +37.3 +37.0 -53.2 -45.3 -44.2 -43.4 -02.8 -02.3 -41.9 -01.5 -41.2 740.9 24 ft -46.7 23 ft +41.4 1 +40,3 +39.5 1 +38.9 1 ,+38.4 +41.7 +40.6 +39.8 +39.2 +38.7 +38.3 +38.0 +37.6 +37.4 -53.7 -45.7 -44.5 -43.8 -43.1 -42.6 -02.2 -01.9 -41.5 -41.3 25 it -47.1 24ft +41.7 +40.6 +39.8 +39.2 +38.7• +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 -54.1 -46.0 -04.9 -44.1 -43.5 -03.0 -02.6 42.2 -41.9 -01.6 26ft +42.4 +41.3 +40.5 +39.9 +39.4 +39.0 +38.6 1 +38.3 1 +38.0 '+39.1: -46A 45.3 -04.5 43.9 -43.3 -02.9 -42.5 -42.2 -01.9 27 ft +42.8 +41.6 +40.8 +40.2 +39.7 +39.3 +38.9 +38.6 +38.3 _-08.5 -46.8 -05.6 -44.8 -44.2 -03.7 -43.2 -42.9 --42.5:- --42-2_, 28ft +39.0 +38.6 +38.3 +38.0 -57.3 -55.0 +43.1 +42.0 +41.2 +40.5 +40.0 +39:6- .+89:2 +389 +38.6 -48.9 47.1 -45.0 -05.1 -44.5 -44.0 -03.6 "r 3 2' '-42.9 X12.6 29 ft +43.4 +42.3 +41.5 +40.8 +40.3 +39,9 +19.5 +39:2 +38.9' -55.4 -47.4 -46.3 -05.5 -44.8 -44.3 -43.9 -435 .'}432 30 ft +43.7 +42.6 +41.8 +41.1 +40.6 +40.2 -42.9 +39.8. +395 +39.2' +40.0 -48.1 -46.9 -46.1 -45.4 -44.9 -44:5.. -44.1' ' -03.8.: =415'. 32 ft +44.3 +43.2 +42.3 +41.7 +41.2 +40.7 +40.3' -+409, -09.7 49.0 47.8 47.0 46.3 45.8 .45.3 44:9 6 414 3 35 ft +45.2 +44,0 +43.1 +42.5 +42.0 '+41.5 ,-04 +41.1. +40,8 1440.5 -56.3 -50.4 -49.2 -48.3 -47.6 -47.1 -46.6= ,-46.2 --45 4 -0.5;_, . 40 ft +46.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 +40.6 -51.7 -50.4 -09.5 -08.8 -48.3 -47.8 -47.4 -47.0 -46.7 45 ft -55.4 -54.1 -53.0 -52.1 -51.4 -50.7 +47.6 +46.4 +45.5 +44.8 +44.2 +43.8 +43.3 +43.0 +42.6 +41.2 -52.8 -51.5 -50.6 -49.9 -49.3 48.9 -48.4 -48.1 -07.7 50 ft -56.4 -55.1 -54.0 -53.1 -52.3 -51.7 +48.7 +47.4 +46.5 +45.8 1 +45.2 1 +44.7 1 +44.3 +43.9 +43.6 -53.9 -52.6 -51.7 -50.9 -50.3 -49.9 - +45.2 55 ft +43.1 +42.5 +42.0 +41.5 +41.1 +40.8 +49.7 +48.4 +47.4 +46.7 +46.1 +45.6 +45.2 +44.8 +44.5 -55.6 -54'9 -53.6 -52.6 -51.9 -51.3 -50.8 -50.3 -49.9 -49.6 60 ft +44.4 +43.7 1 +43.1 1 +42.3 +41.9 +50.6 +49.3 +48.3 +47.6 +47.0 +46.5 +46.0 +45.7 Mean DESIGN PRESSURES (PSF) -ZONE S Roof Tributary Area (So F4 'Height 10 15 20 25 30 35 , 40 45 50 6 .: .. "a36 8 6361 +35.5 +35.1 +34,,1 +34.4 +341 +33 8 51.3 -49.3 -47.8 -46.7 -45.8 -45.1 -44.4 -03.8 -43.3 16 ft +38.3 +37.3 +36.6 +36.0 +35.6 +35.2 +34.9 +34.6 +34.3 -52.0 -49.9 -48.5 -07.3 -46.4 -45.6 -45.0 -44.4 -43.8 17 it +38.8 +37.8 +37.1 +36.5 +36.0 +35.6 +35.3 +35.0 +34,7 -52.6 -50.5 --49.0 -47.9 -47.0 -46.2 -45.5 -44.9 -44.4 18 ft' l - +39.3 1 +38.2 +37.5 +36.9 +36.5 +36.1 +35.7 +35.4 +35.2 19 it -53.2 -51.1 -49.6 48.5 -47.5 -46.7 -46.0 -45.4 -44.9 +39.7 +38.7 +37.9 +37.4 1 +36.9 +36.5 +36.1 +35.8 +35.6 -53.8 -51.7 -50.1 -49.0 -48.0 -07.2 -46.5 -05.9 -45.4 20 ft +40.2 +39.1 +38.3 +37.8 +37.3 +36.9 +36.5 +36.2 +36.0 -54.3 -52.2 -50.7 -49.5 48.5 "-07,7" -47:0... -06.4 -05.8 21 ft +40.6 +39.5 +38.7 +38x +377 +37.3 +36,9 +i&6 +36.3 -54.9 -52.7 -51.2 50.0 ' -09.0' _',4 ' 1 -47.5 . -0¢'.8 -46.3 22 ft +41.0 +39.9 +39.1 +38.5 +380 +37.6 +37.3` +37.0 +36.7 -55.4 -53.2 -51.6 -SOAK'. --49.5;48.6 -47.,9 -47.3 -46.7 23 ft +41.4 1 +40,3 +39.5 1 +38.9 1 ,+38.4 +38,0 1 +37.6 1 +37.3 +37.0 -55.9 -53.7 -52.1 -50:9->,49.9� T-49.1'= 48.4' -471+ -47.1 24ft +41.7 +40.6 +39.8 +39.2 +38.7• 43813 �+38.0 +37.6 +37.4 -56.4 -54.1 -52.6 31:331:3:-50,3: -49.5 -48.8 -08.1. 1}7.5 25 it +42.1 +41.0 +40.2 -+39.6 '+39.1: +38.7 +38.3 +38.0 +37.7 -56.8 -54.6 -53.0 -51.8- --50.&' --49.9.' =447 _-08.5 -47.9 26ft +42.4 +41.3 +40.5 +39.9 +39.4 +39.0 +38.6 +38.3 +38.0 -57.3 -55.0 -53.4 -52.2 -51.2 -50.3 -09.6 -48.9 -48.3 27 it +42.8 +41.6 +40.8 +40.2 +39,7 +39.3 1 +38.9 +38.6 +38.3 -57.7 -55.4 -53.8 -52.6 -51.6 -50.7 -49.9 -49.3 -48.7 28ft +43.1 +42.0 +41.2 1 +40.5 +40.0 +39.6 +39.2 +38.9 +38.6 -58.1 -55.9 -54.2 -53.0 -51.9 -51.1 -50.3 -09.7 -49.1 29 ft +43.4 1 +42.3 +41.5 +40.8 +40.3 +39.9 +39.5 +39.2 +38.9 -58.6 -56.3 -54.6 -53.3 -52.3 -51.4 -50.7 -50.0 -49.4 30 ft +43.7 +42.6 +41.8 +41.1 +40.6 +40.2 +39.8 +39.5 +39.2 M -59.4 -57.0 -55.4 -54.1 -53.0 -52.1 -51.4 -50.7 -50.1 32 it +44.3 +43.2 +42.3 +41.7 +41.2 +40.7 +40.3 1 +40.0 +39.7 -60.5 -58.1 -56.4 -55.1 -54.0 -53.1 -52.3 -51.7 -51.0 85 it - +45.2 +44.0 +43.1 +42.5 +42.0 +41.5 +41.1 +40.8 +40.5 -62.2 -59.8 -58.0 -56.7 -55.6 -54.6 -53.8 -53.1 -52.5 ft +46.5 1 +45.2 +44.4 +43.7 1 +43.1 +42.7 +42.3 +41.9 +41.6 -63.8 -61.3 -59.5 -58.1 -57.0 -56.0 -55.2 -54.5 -53.8 45 ft +47,6 +46.4 +45.5 +44.8 +44.2 +43.8 +43.3 +43.0 +42.6 -65.2 -62.6 -60.8 -59.4 -58.3 -57.3 -56.4 -55.7 -55.0 50 ft +48.7 +47,4 +46.5 +45.8 +45.2 +44.71+44.3 +43.9 +43.6 -66.5 -63.9 -62.1 -60.6 -59.4 -58.4 -57.6 -56.8 -56.1 55 ft +49.7 +48.4 +47.4 +46.7 +46.1 +45.6 +45.2 +44,8 +44.5 -67.8 -65.1 -63.2 -61.7 -60.5 -59.5 -58.6 -57.9 -57.2 60 ft +50.6 +49.3 +48.3 +47.6 +47.0 +46.5 +46.0 +45.7 +45.3 INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEPICT--THE-,'WORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE CRITICAL -CONDITION OF'ANY`UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE.WITH THESE TABLES. 2. TABLES VALID ONLY: FO) BUILDINGS OF MEAN ROOF HEIGHT AS LIMITED ABOVE. 3. TABLES VALID FOR ALL ROOF TYPES &SLOPES. APPLICABLE REDUCTIONS FOR ROOF SLOPES LESS THAN 10' SHALL BE PERFORMED BY AMENGINEER AS A SITE SPECIFIC CONDITION. 4. IDENTIFY THE BUILPINQ MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED}+USE THE PEAK ROOF HEIGLIT. 5. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR CONSERVATIVE ASSUMPTION. 6. CALCULATE THE TRIBUTARY AREAOFTHE OPENING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPUEWBY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD. -THE SPAN LENGTH-(HEIGHTz /.3).-USE..THE AREA BETWEEN STRUCTURAL OPENINGS ONLY- THI,? INCLUDES AREAS BETWEENSTRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANN07'BE IOENTIFIED, THE'MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA -DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED; USE THE LARGEST 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. S. 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 (DIRECTIONAU.TY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ - HIGH VELOCITY HURRICANE ZONE, TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 3. THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L. BENNARDO, P.E. 4. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED.HEREIN SHALL BEDICTATED VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT. HOLDER, NO -WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. S. THIS SPECIFICATION ISI NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. RETiER TO ANY SEPARATELYSUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGIy & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 6. ADHERE TO ALL LOCAL IMPACT PROTECTION; SYSTEM ORDINANCES. 7. NO CERTIFICATION IS..OFFERED FOR THE INITEGR!TY OF THE HOST STRUCTURE. 8. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a- 10% OF LEAST HORIZONTAL DIMENSION OR'40%SOF-MRH, PEAK ROOF WHICHEVER IS SMALLER,. BUT NOT'LESS-THAN4%OF LEAST HORIZONTAL HEIGHT DIMENSION OR 3FT (lm). USE�ZONE SIFATALL IN QUESTION. CONSULT MEAN AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF a a EAVE HEIGHT ROOF HEIGHT 1 5 5 5 Q 4 , 0 a 1® a O WALL ZONISOM RI m y O s o o DATE REMARKS DRWGSS 2010 FLORIDA BUILDING CODE ENGINEERING op �� oz TSB INITISSUE GSS TSB 03105/12 m m 3 b ASCE 7-10, CHAPTER 30 P��SS® O o7c -n 4I - REV -ADJUSTED HEIGHTS GSS TSB 04/09/12 Z DESIGN LOADS FOR COMPONENTS & CLADDING 160 SW 12th AVENUE, #106 Ft o lO0 om THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, w O m MASTER PLAN SHEET DEERFIELD BEACH, FL 33442 "m \ z D ASCE 1 7 O r o 2 z RE AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRRTEN CONSENT OF FRANK L BENNARDO, P.E. PH: (954) 354-0660 FAX: (954) 354-0443 WWW • E N EX80 CO M � o O o z 0 W I.- ALTERATIONS, ADDITIONS, HIGHUGHIING, OR OTHER MARKNGS TO THIS DOCUMENT ARE NOT PERMITTED AND _ .L CERT OF RUTH tlB8a5 U y m PGT Industries 1070 Technology Drive, Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series IID -750" Oufswing Aluminum French Door w/Sidelites — L.M.I. APPROVAL DOCUMENT: Drawing No. 5000-11, titled "Alum. French Door & Side Lites, Impact", sheets I through 12 of 12, dated 12/23/04, with revision E dated 10/12/1 l,prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small none Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County .Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT-. The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 09-102&10 and consists of this page 1 and evidence pages E-1, E-2, .and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA N©l I-101324 e coin Expiration Date: February 24, 2015 Approval Date: November 24, 2011 Ir Page 1 PGT Industries NOTICE OF ACCEPTANCE: E3gDFANCE 511BMrffED A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No. 8000-11, titled "Alum. French Door & Side Lites, Impact", sheets l through 12 of 12, dated 12/23/04, with revision E dated 10/12/11, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports -on: 1) Air Infiltration Test, 2) Uniform Static Air Pressure Test, 3) Water Resistance Test, 4) Forced Entry Test, per SFBC 3603.2 (b) along with marked -up drawings and installation diagram of an aluminum sliding glass door using a lowsill threshold, glazed with. 7/16" laminated glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5941, dated -05/20109, signed and sealed by Julio E. Gonzalez, P.E. (Submitted under NOA # 09-102810) 2. Test reports on: l) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94, 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Per FBC 2411 3.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of aluminum doors of OXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. (Submitted sunder NOA # 09-102&10) 3. Test reports on: 1) Uniform .Static Air Pressure Test, 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 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of aluminum doors of OXXX configuration, prepared by Fenestration Testing Laboratory, Test Reports No. FTJA527, dated 02/10105, signed .and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05-0419.03) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of aluminum doors of OXXO configuration, prepared by Fenestration Testing Laboratory, Test Reports No- FTL-4528, dated 02114/05, signed and sealed by Edm do Larg P. E. (Submitted under NOA # 05-0419.03) eueler P.E. Product Controk&xjbiner NOA No 1141113.24 Expiration Date: February 24, 2015 Approval Date: November 24, 2011 E-1 PGT Indust ies NOTICE OF ACCEPTANCE: EVIDENCE SUBIVYITTEO B. TESTS (coNT- mED) 5. Test reports on: 1) Large Missile Impact Test per FBC. TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagtam of aluminum doors of XXXO configuration, prepared by Fenestration Testing Laboratory, Test Reports No. FTL4529, dated 02/14/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05-0419.03) 6. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum outswing French door, prepared by Fenestration Testing -Laboratory, Test Reports No. FTI -4530, dated 02/14/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 054419.03) 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum outswing French door, prepared by Fenestration Testing Laboratory, Test Reports No. F'TL4311, dated 09/01/04, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05-1103.03) S. Test reports on: 1) Uniform Static Air Pressure Test, per FBG, 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 aluminum outswing French door, prepared by Fenestration Testing Laboratory, Test Reports No. FTI -4312, dated 09/13/04, signed and sealed by Edmundo Largaespada, P. E. (SubmNted under NOA # 05-0103.03) 9. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static.Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 24113-2.1 and TAS 202-94 along with marked -up drawings and installation diagram of aluminum outswing French door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL4315, dated 09/13/04, signed and sealed by Edmundo Largaespada, P. E. (Submitted ander NOA # -05-0103.03) el Perez, P.E. Prod et C trot Examiner A No 11-1013.24 Expiration Date: February 24, 2015 Approval Date: November 24, 7011 E-2 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMYTTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007, dated 10/01/09, prepared, signed and sealed by Robert L. Clark, RE, updated to the FBC-2010 on 10/11/11, signed and sealed by A. Lyrin Miller, P.E. 2. ° Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTMCATIONS 1. Notice of Acceptance No. 104922.09 issued to E.I. DuPont DeNemours do Co., Inc. for their "DuPont Butucite@ PVB, Interlayer" dated 12/24/10, expiring on 12/11/11. 2. Notice of Acceptance No. 09 0223.05 issued to Solutia, Inc. for their "Saflex Multi- layer Glass Interlayer" dated 04/08/09, expiring on 04/08/14. 3. Notice of Acceptance No. 08-1224.04 issued to Solutia, Inc. for their "Saflex Composites Glass Interlayer with PET Core" dated 02/25/09, expiring on 12/11/13. P. STATEMENTS 1. Statement letter dated 10/07/11, Successor Engineer adopting the another engineer's work per FAR 61G15-27-001, signed & sealed by A. Lynn Miller, P.E. 2. Statement letter of conformance with the FBC-2007 and FBC-2010, prepared by manufacturer, dated 10/11/11, signed & sealed by A. Lynn Miller, P.E. 3. Statement letter of "No financial interest", prepared by manufacturer, dated 10/11/11, signed & sealed by A. Lynn Miller, F.E. 4. Letter of lab compliance, part of the above test reports. 5. Proposal No. 08-1891 issued by BCCO, dated January 26, 2009, signed by Ishaq Chanda, P.E. G. OTHER, 1. Notice of Acceptance No. 09-1028.10, issued to PGT Industries for their Series "FD - 750" Outswing Aluminum French Door w/Sidelites — L.M.I., approved on 02/10/10 and expiring on 02/24/15. M ft Perez, P.E. Produc(Cont& Examiner Nftrft 11-1013.24 Expiration Date: February 24, 2015 Approval Date: November 24, 2011 E-3 NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING OPTIONS: A.7 /18T f" L NN CONSISTING OF (1) LITE OF 3118" ANNEALED GLASS AND (1) LITE OF 3/1 S" HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT .BUTAcrm OR SAF zmr:I:PSAFE MAXIMUM. B. 711frift CONSISTING OF (2) UTE$ OF 3/18" HEAT STRENGTHENED GLASS WM AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXA (EEPSAFE MAXIMUM. C. 7 MI CONSisnw OF (1) LITE OF 3/18" ANNEALED GLASS AND (1) LITE OF 3118" HEAT STRENGTHENED GLASS WITH AN .075 VANCEVA INTERLAYM D. 7/187 MI CONSISTING OF (2) UTES OF 3/18" HEAT STRENGTHENED GLASS WITH AN .ors VANCEVA INTERLAYER. E. 7,y LAhm LG. CONSISTING OF (1) UTE OF 3H6" TEMPERED GLASS OUTSIDE, 1/4" AIR SPAb9 AND (1) 7/1 S" LAMI GLASS ASSEMBLY INSIDE (3fl V A,.090 PNB, 3118" HS). F. 7/S" LAMI I.G. CONSISTING OF (1) LITE OF 3118" TEMPERED GLASS OUTSIDE. iW AIRSPACE AND (1)711W LAMI GLASS ASSEMBLY INSIDE (3115" HS,490 PVS, 3118" HS). G. 7/8" LAW I.G. CONSISTING OF (1) UTE OF 3118" TEMPERED GLASS OUTSIDE, IW AIR SPACE AND (1) 7118" LAMI GLASS ASSEMBLY INSIDE (3/1S" A,.075 VANCEVA, 3/18" HSI K 718" LAMI L.G. CONSISTING OF (1) LITE OF 3118" TEMPERED GLASS OUTSIDE. 114- AIR SPACE AND (1)7111V LAMI GLASS ASSEMBLY INSIDE (3/18" HS,.075 VANCEVA, 3/18"HSI 2. DESIGN PRE=SSURES: TABLE 1, SHEET 3 A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300-02. 8. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300-02. 3 CONFIGURATIONS: 2& q, — XO.9A XXX. _Uoj MOXO. ;00 2W OR q XO WHERE O REPRESENTS EITHER THE NARROW JAMB OR FULL JAMB SIDE LITE ANY TWO ADJACENT X UNITS CAN BE EITHER TWO SINGLE, X DOORS OR A DO1 SL:E, XX DOOR' BOTH USING EITHER THE STANDARD OR THE LOW-RISE SILL THE FRENCH DOOR ASSEMBLY BEAM IS LISED 7-0 ASSEMBLE 2, XK AND 0 UNITS TO MAKE THE ABOVE CONFIGURATIONS. 4. ANCHORAGE:* THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE REQUIREMENTS' SEE SHEETS 9 THRU 11. 14 5. SHUTTERS ARE NOT REQUIRED. 8. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT VERTICAL ASSEMBLY SEAM SEAMS SEALED ON THE IN7'ERm AND EXTERIOR WITH CONTRACTOR'S SEALANT. 7 REFERENCES: TEST REPORTS: FTL-4311, F TL -4312, FTL-4315. FTI.4527, FI1.AW. FTLA629. FTL-4530. F'i LAS21 AND FTL45941. ANSVAFBPA NDS -2008 FOR WOOD CONSTRUCTION ADM -2005 ALUMINUM DESIGN MANUAL S. THIS PRODUCT HAS BEEN DESIGNED S TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA --.BUILDING CODE. INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). :1W •w R 9'173 �,�'_. --- - - - - - - - - - - -- - - - -- - -- -- --- - Z,� ALUM. FRENCHLWR & SIDELITES IMPACT Asaas4 ® FD7b0 FU 1 s 12vmmv� 800D -f! E NOA DRAWING MAP TOPIC SHEET GENERAL NOTES ............ 1 CONFIGURATIONS........... I GLAZING DETAILS ......... 2 DESIGN PRESSURES...... 3 ELEVATIONS .................... 4 VERT. SECTIONS. .._........ 8 HORIZ. SECTIONS........... e PARTS LIST...... .............. 7 EXTRUSIONS .................. S-9 ANCHORAGE ....................104 Mill 0 el Nz �0,� •• ;e ON ; $S1ItONf �%%% N A LYNN �i e k R, P.E. FL P.E.# 68705 I18" NOM. 311 IF ANNEALED OR HEAT STRENGTHENED GLASS .090° DUPONT BUTACITE OR SAFLEMEPSAFE MAXIMUM PVB INTERLAYER 3118" HEAT STRENGTHENED GLASS 90 EXTERIOR 91 OR 92 Eu W# GLAZING DETAIL SETTING BLOCK 7/16" LAMI GLASS W/ PVB INTERLAYER 718" NOM. EXTERIOR 16" NOM. 3/18" ANNEALED OR FEAT STRENGTHENED GLASS .076" VANCEVA INTERLAYER ,3118" HEAT' STRENGTHENED GLASS 93 OR 94 5/S" GLASS BITE GLAZING DETAIL �- sETnNo MOCK 7/16" LAMI GLASS W/ VANCEVA INTERLAYER 3R8" TEMPERED GLASS AIR SPACE 3/18" ANNEALED OR HEAT STRENGTHENED GLASS .090" DUPONT BUTACITE OR SAFLEW KEEPSAFE MAXIMUM PVB INTERLAYER 3HI3" HEAT STRENGTHENED GLASS GLAZING DETAIL `" SETTING BLOCK 7/8" LAMI I.G. GLASS W/ PVB INTERLAYER TNl svw 1118" NOM. 3N8" TENIMRED GLASS AIR SPACE 3MW ANNEALED OR HEAT STRENGTHENED GLASS 076 VANCEVA INTERLAYER 3118" HEAT STRENGTHENED GLASS 90 97 OR 98 618" INTERIOR GLAZING DETAIL `SE'TTING BLOCK 7/8" LAMI I.G. GLASS Wl VANCEVA INTERLAYER QRS= +� ALUM. FRENCH DOOR & II�UCd�q, !R 90174 18;A4 2 or 12 80D0.91 LYNN MIC�F''.�. cr- Lu— r'0 : a i' 1 It ' ' 5tAY Of ' Z1 FLOIi10P'�: A. LYISIWIUALLWA, P.E. FL P.E.# 0706 Table 1. Maximum Design Pressures (pet) Configuration Width (In) Allowed G1888 Types Height {1n) .� 79 314 (6y 83 314" (7 ) 0 87 314" 91 3/4" 95 314" (8 / French x 37" (3° A,E +70.0 40.0 +70.0 -80.0 +70.0 -80.0 +70.0 -50:0 +70.0 -80.0 CG +100.0 -100.0 +100.0 -100.0 +100.0 400.0 +100.0 -100.0 +100.0 -100.0 Door XX 713/4" (6°j AE +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 C,G +100.0 -100.0 +100.01 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 FUR Jamb 3611/16" AE +70.0 -60.0 +70.0 .80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -MO C,G +100.0 -100.0 +100.0 -100.0 +100.0 4MO +100.0 -100.0 +100.0 -400.0 Sidetite : Nerraw Jamb 3011/16" CG +1M0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 33 11/16" C,G +100.0 -100.0 +100.0 400.0 +100.0 -100.0 +100.0 -100.0 +97.4 -97.4 3811/16" A, 8, F, F +70.0 -80.0 +70.0 -60.0 +70.0 -80.0 +70.0 -80.0 +70.0 4M.0 CA +100.0 -100.0 +99.9 -99.9 +95.3 -95.3 +91.4 -91.4 +87.9 -87.9 D,H +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 - 7116" LAMI (3/16"HS,.090 PVS, 3/16"HS) UPGRADE FR -4311, 4312, - 7/16" LAMI (311("A,.075 VANCEVA, 3/16"HS) F71.4527, 4528, 4529, - 7116" LAMI (3MMS,.075 VANCEVA, 3116"HS) UPGRADE FTL•4527, 4528, 4529, - 7/6" LAM] I.G. (3119?, 1/4" AIR SPACE, 3/16"A,.090 PVB, 3116"HS) FIL-4311, 4312, - 7/8" LAMI I.G. (3/16"T, 1/4" AIR SPACE, 3/1("HS,.090 PVB, 3116"HS) UPGRADE F L 4311, 4312, - 7/8" ,LAMI J.G. (3116"?, 1/4" AIR SPACE, 311("A,.075 VANCEVA, 3/16"HS) M-4527, 4528, 4529, - 7)8" LAMI I.G. (3/18"?, 1/4" AIR SPACE, 3/16"HS,.075 VANCEVA, 3/16"HS) UPGRADE FTL-4527, 4528, 4529, LERHANG NGTH LENGTH OVERHANG � HE NOTE 1. IF USING THE OPTIONAL LO RISE SILL (PART 10, SHEETS OF 12). THE OVERHANG HEIGHT MUST BE GREATER THAN THE OVERHANG LENGTH (SEE DIAGRAM}. IF NOT, THE MAXIMUM POSITNE (+) DESIGN PRESSURE IS LIMITED TO+5D.0 PSF FOR ALL STYLES AND SIZES OF THE DOOR AND ANY ADJOINING SIDELITES. (REF. FTL45941) tfi,.II . ',0 GYN 114111 No, 56705 Cf rm�rer. =ip' Fit, W STATF- F FA rarer a 11510K. IM 14WAMM arEraeeeI raaaWer tamTe coop' DESIGN PRESSURES %C.e� ' •. a� o� . ''0 .rn aamM ,�, ,,,� , na ALUM. FRENCH DOOR 8r SIDE LITES, IMPACT ',, , � ofaw D f AWMI 4 ® mwawae w+x a.raL N"a A LYNhUiLgP.E. F!L _ t?/?3RJ4 _ f -T. 4/818 _ _ FDM NTS 3 d f2 80Da ff E FL P.E.# 5s705 �--73 13!16"MAX WIDTH uo W4" MAX.. OX OR XO 37" MAX. WIDTH 2F MAX. DLO ALL X UW MAX DLO ALL 110 5M" MAX WIDTH --------- — mi r--" 3f4'MAX. WIDTH 145 318" MAX. WIDTH OX'XO (SHOWING EACH VERSION 3611PIV 3611118" MAX. WIDTH MAX. WIDTH I MAY rM n '"tiu y- m n" X XX O (FULL JAMB) NOTES: 1. CONFIGURATIONS WITH SIDE LITE$ CAN BE EITHER NARROW JAMB OR FULL JAMB VERSION, 2. FOR ANCHOR SPACING AND DETAILS SEE SHEETS 9 THROUGH 11. 3. FOR VERTICAL SECTIONS SEE SHEET 8 AND FOR HORIZONTAL SECTIONS SEE SHEET 8. O (NARROW JAMB) MWMMFLSWV LRIA ALtllti+l. FRENCHDL)OR & 3lDEL1TES, IMPACT• .. romNTS 4 d 12 8t�t) t 1 E N,1 LYNN '��'l�o• y�ENSE '•`� J'�''i No. 58705 STAMOF10 10N A. LYNw16fiP.E. FL 8705 VERTICAL SECTION A NARROW AND FULL JAMB SIDE LITE HEAD 61 MAX. VERTICAL SECTION C NARROW AND FULL JAMB SIDE LITE SILL "WOW D VERTICAL SECTION B OUTSWING HEAD 4 oR 7 23 NTERIOR 6 1 7 ORIGIMA1. VERSION TOP RAIL 21 ALTERNATE VERSION TOP RAL: MAX. OMGIM VMWION SMOM RAL @ ALTERNATE VERSION BOTTOM RAL: VERTICAL SECTION D OUTSWING SILL P a2wa1 ae ILUM. FRENCH DOOR& SIDE rlwrr mean FA76Q 112 b 92 woo -ii DUCTREVI ra b 9 Will, At fruww ,w"Mill.. ill.. FN ' No. 58705 pt. to it 11as A LP.E. FL. P.E# 6905 �` 'f Illlfll/ 29 83 70 29 83 70 ��`•p�V �Y�N M!(�F�'�,�� DETAIL E DETAIL 1 DETAIL H DETAIL KK JAMB, FULL JAMB JAMB, NARROW NARROW JAMB SIDE LITE HINGE JAMB TO HINGE JAMB SIDE LITE JAMB SIDE LITE =_ -� (AT HINGE JAMB) (NOT SHOWN ABOVE) _ ` !kio A n WE Fx tatram Jr mcmww"Nalmrtoxo a�vt HORIZONTAL SEC77ON DETAILS JA a UODl�HMBGETfl9E9sH1a�rP ,aswv � JA mp o ro ls�o "A' " T FQ �7l t81B UUT ALUM. FRENCH DOOR & SIDE LRES, IMPACT r �� saaae � �w A. LYN�JI�11 L�K, ,P E. F.K iZl13ID4 LT. Fww 112 6 a 12 FL'P.E.# Wma 0 UMIMMMMASSMKYMM 68U3:i8 BI10421X2 U8" i"sam' B2jj�rMD%KSCRRW �CNM S3 s4 6 GL6A , BEAD & UCOMZ _ -_ -- _ _ I 9a WALANP WW ALENT 91 / LAMM (BASS s ills 92 711s LA TFAQASS IS 164.rU90 3A6• 93 WWI AMINATED(SASSGn4P M VANCIIVA 3/if 9471)PLAMINATFA(2ASS )6' SVAtLM YW Sts -WrIANLaCMCZV4'SPACPYWAMMMMIrM 961 71rtAhgiAOnfrT.U4*PACgYWYA».MPV&3116!tM 97 Wr LAM! IAWE t V4" SFA YW AMM VANMYA.YIS fM 99 71S" LAMS LQ. S T V4" SPAM VIM VAKM Wis 105 WAD 6�t 106 S016A SLBAOMFAD Gum 107 EWA 7II D 6SU23A MR MA [GRAD 6M4A JQVII 1224 W1NYi B" WSTP �P.p; !1( Fl.ZI4 UST m 1LUM. FRENCH DOOR &SIDE UTES 11 FDM NA % d is BtlOtJ-a� (11111171 tz 4f LUZ %a g'[AE ot, �co, n A LYPttl}{, P,E, E FL P.E.# S70S 062 1. y07-1 h�------- 3.838------�-� #8006 6063-T6 .FRAME, HEAD, JAMB AND SIDELITE SILL 082 2. M16 .060 1.160 lA 4.027 � 583 1 .311 ua F.e 3.638 ---„,,,,,,,iii...,,, .--4 1.353 �— 1.033 .06 040 13 #8003A 6063-T6 2 OUT -SWING SILL CD#80040 6063-T5 ® #8008 6063-T5 oR RILL COVER 0 DRIP CAP .074 3.018 2.000 1.376 :rT .486 L 060 T�I”—.. _~3.836-----+ 4 1 � 3:9W #8009 6063-T5 ®10 #8056 6063-T6 INSTALL -PLATE OUT -SWING LOW SILL 1.9138 .400 1 r 8.260 ---'i 22 #8013 6063-T6 BOTTOM RAIL T � 1.938 -.100 3— &250 = 1 #8013A 6063-T6 &BOTTOM RAIL, LAG BOLT DESIGN 20 #8012 6063-T6 STILE .o7s 21 #8014 6063-T5 TOP RAIL .0J 1.838 �7 Fes- 4.434---------�I #8014A 6063-T5 55 TOP RAIL, LAG BOLT DESIGN P.Q � 878 NOKOgts` a1%r4 #8017 6063-T5 23 TOP SWEEP I.050 .797 1 2.240 #8016 6063-T5 24 BOTTOM SWEEP 076 T ---zs4a--�� 26 #8015 6063-T6 ASTRAGAL •osZ ._ Fvm 1 1/2 1 8 -r12 6 #8007 6063-T6 SCREW COVER ITES, IMPACT 8000-11 E ` SYN Mi Nfl, •58705 pj�ALe's� A. L rY drliLL�'a P.E. FL P.E.# 58705 2280 076 27 #80218 6063-T6 GEAR HINGE, JAMB .i_,_ .080 AW I 2.822 61 #8028 6063-T5 SL HEAD TRIM aaa .353 .072 28 #8020A 6063-T6 GEAR HINGE, COVER 3.775-•'-----•� .325 1253 .050 .142 1 29 #8018 6063-T5 HINGE, BACK-UP tit p .075 it 30 #801 DA 6063-T6 GEAR HINGE, DOOR .otow tom-•^--^-3.836--�1 #8056 6063-T4 7p #8010 6063-T6 SUBSILL, OPTIONAL NARROW SL JAMB 1.189 040 , m .750 .046 .437 045 y .818 r+- .07 �-- ti==j S CKBEAD 5 '::.:/ SSL 8 CKBE�ADS 10 # 716" BEAD 5 #W24A 6063- � j G BEAD T5 �1.812� 1000 .100 37 #8039 6063-T6 TRUSS CLAMP #80338 6105-T5 80 FD ASSY BEAM � —2.313----- j .050 62 #8029 6063-T5 SL JAMB TRIM y ul�cl - cr. r r wvrvr v NdWM1�,R. UM Tar rra r pas I ALUM. FRENCH DOOR A NZA811L t4 030 ears � il1 9 or 12 8000-11 INN 4YMN No. 58a „0 o14N4-11 T ��''';�,SStONA�•;� �� A LYI�It�119�111�1 E FL P.E.# 51705 -- 3 11" 11" 3" MIN. HEAD 8 SI 11" 11" 3" MIN.- y HEAD 8 SILL ®TYP. ANCHOR &TYP. ANCHOR CLUSTER CLUSTER 10.671" WMr-A -) (TYPIC) 10.571° MAX MAX. O.C. O C. JAMB JAMB JAMS OC ANCHORS 18.800' ANCHORS �� ANCHORS 18500° ANCHORS HT. QTY. MAX HT. QTY. HT. QTY. MAX HT. QTY. 953/4'-(S) O.C.95 314' - (8) 96 3/4' - (5) O.C. ® 95 3/4' - (8) 91314'-(6) 91314" - (8) 91314" - (6) (2) EO. (3) EO. 91 314° -(a) 87 34' - 87 3/4"-(6) SP. TYP. SP. TYP. 87 314'-(8) 83 3/4' -(5) 83 314" - (7) 83314'-(6) 83314'-(?) 79314'-(5) 11° 79314'-(7) 11° 793/4'-(5) 11• j J ll a 79314'-(7} 11" DETAIL A (CONCRETE) DETAIL S (WOOD) DETAIL C (CONCRETE) SEE NOTE sDETAIL D (WOOD) le (SINGLE PANEL) (SINGLE PANEL) (2 OR MORE PANELS) APPMABLITY NG (2 OR MORE PANELS) ANCHOR TYPES: ANCHOR TYPES: ANCHOR TYPES: OF ENCIRCLED ANCHOR TYPES: 1 OR 2 20113 1 OR 2 ANCHOR 2 OR 3 LOCATIONS ANCHORAGE SPACING REQUIREMENTS: 1. DETAILS A AND B ABOVE REPRESENT ANCHORING OF SINGLE X DOORS. OR INDIVIDUAL SIDE LITE O PANELS %TrH FULL OR NARROW WIDTH JAMBS. DETAILS C AND D PJAL ABOVE REPRESENT ANCHORING OF ANY MIXTURE OF DOUBLE XX DOORS, SINGLE X DOORS, NARROW JAMB OR FULL JAMB SIDE LTTE PANELS, FOR MULTIPLE -PANEL INSTALLATIONS OF TWO OR MORE PANELS. UNLESS OTHERWISE STATED, DIMENSIONS OF DETAILS A THROUGH D ARE MAXIMUMS. ft 2. ANCHOR TYPES: 1 -114° ELCO ULTRACON 2 -1/4" ELCO $84 CRETE -FLEX 3 -#12 STEEL. SCREW (GS) CONCRETE SUBSTRATE USE TYPE 1 AT 13/8" MIN. EMBEDMENT OR TYPE 2 AT 1 314" EMBEDMENT. 1 3/4° MIN. EDGE DISTANCE FOR BOTH. WOOD SUSTRATE - USE TYPE 2 OR TYPE 3 AT 1 318' MIN. EMBEDMENT. 3. SABLE PANEL CONFIGURATIONS : (DETAIL A. CONCRETE SUBSTRATE. DETAIL B, WOOD SUBSTRATE) ® MEAD AND SILL.....,S" MAX. FROM FRAME CORNERS. JAMBS .._................ 11" MAX. FROM FRAME CORNERS, 18.500" MAX O.C. CONCRETE SUBSTRATE (DETAIL A) AND 10.571• MAX. O.C. WOOD SUBSTRATE (DETAIL 8} 4. TWO OR MORE PANEL CONFIGURATIONS: (DETAIL C, CONCRETE SUBSTRATE) HEAD AND SILL_....S" MAX FROM FRAME CORNERS, AND AT 3" AND 6" MAX. ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS (CLUSTER OF 4). JAMBS .... 11" MAX FROM FRAME CORNERS AND 18.800" MAX O.C. 5. TWO OR MORE PANEL CONFIGURATIONS : (DETAIL D, WOOD SUBSTRATE) ► I I 111 fill. LYNN ® HEADAND SI.L......6" MAX. FROM FRAME CORNERS, AND AT 3". 6". 9°AND 12" MAX. ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS (CLUSTER OF 8).�A-EeJSF' •�c�'P �'� PL.US ENCIRCLED ANCHORS OUTSIDE CLUSTERS, REQUIRED ONLY ON PANEL WIDTHS OVER 27 314". � JAMBS..- .................11" MAX. FROM FRAME CORNERS AND 10.571" MAX. Q.C. = N0.58705 WE ZZ FJC tanm s AA FMFBCgW#Aam> ABBS. �p�•, STATE! OF : , ,�, ,yff. ANCHORAGE SPACING ; F . fitom .. • ' 0� IR 0 c moivK�7mm*wr R34 78 rx otasno 1607 a ra arra w truoaw Pa ts�ALt K FRENCH DOOR & SIDE L./TES, IMPACT �►,SIOMAL `��• JYOt[ i13t27I ®.c In e" A. L;N tALWA.' P.E. SFA 122M Lr aA15 1/4 10 d 12 8i1�-tt E FLPE.#58705 A CONCRETE ANCHOR CONCRETE ANCHOR 114° MAX. SEE NOTE 1 1/4'MAX. (NOTE 1) it Q GROUT,_ @ NOTE 5 NOTE B I L- �`(/�•,a'3. ICSIIVEII� ,"? ..•', BED. _•,w.r NOTE 1 TYPICAL SIDE LITE SILL (DIRECT TO CONCRETE) .4 KSI MId " ,rSEE CONCRETE - °` NOTE 1 1w MAX. 00 SHIM ts CONCRETE ANCHOR, SEE NOTE 1 �f'. 3.d KSi iUitiV. n �'-�'� •' 1/4" MAX. OPTIONAL SEE NOTE 2 GROUT SEE 84 1/4" MAX. NOTE 5 GROUT ma SEE NOTES y1 EMBED. SEE 1 3 NOTE 1 MIN, 2x WOOD, SEE MIN. y r i NOTE 3 51 OPTIONAL SIDE LITE SILL TYPICAL SIDE LITE SILL (SUBSILL TO CONCRETE) ® (DIRECT TO WOOD) aEXTERIOR INTERIOR [� (ALL HEAD 8 SILL SECTIONS) �-:• 4 K91Ak 1I4"® � •Ff r �}iJ CONCRETE •s? �_ � ..ad.il. i MAX , Skim ®CONCRETE ANCHOR SLE NOTE 1 :' ESEE MBED NOTE 1 2x WOOD SEE NOTE 3 1x WOOD I SEE NOTE 3 •.•.P :. �. •,: OPTIONAL SIDE LITE SILL (SUSSILL TO WOOD) ® TYPICAL DOOR & SID:E LITE HEAD N TES: 1. OR— FROMCONCRETE APPUCATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO i/4" ULTRACONS OR 114" SS4 CRETE -FLEX. MIN. DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 134". MIN. EMBEDMENT. U4" ULTRACON -13/8".1/4° SS4 CRETE -FLEX -13/4". 2 FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (G5) OR ELCO 1/4" SS4 CRETE -FLEX -13/8" MIN. EMBEDMENT FOR EITHER. 3. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN i 1 /2" THICK. 1x WOOD SUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD SUCKS DEPICTED AS 2x ARE 1 1/2' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJj 4. FOR ATTACHMENT TO ALUM: THE MAT'L SHALL BE A MIN. STRENGTH OF 5083 T5 AND A MIN. OF 118" THICK. THE ALUM. STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS ON THIS SHEET FOR 2X WOOD BUCKS. THE ANCHOR SHALL BE A 812 SMS WITH FULL. ENGAGEMENT INTO THE ALUM. IF THESE CRITERIA ARE MET, THE PRESSURES SHOWN ON SHEET 3 AND ANCHORAGE SPACING FOR WOOD SHOWN ON SHEET 10 MAY BE USED. 5. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED. NON -SHRINK, NDN -METALLIC GROUT, 3400 PSI MINI.. (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT 1S NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. %almemr: Noroee olid" =8" lase mm 1 114 1 11 a 12 1 8W041 LYNA/!19/ ' No. 58705 /CONAL E��. A. LYI�n'I ' IUW, P.E. FL P.E.# 58705 4} • 1 ® TYPICAL DOOR & SID:E LITE HEAD N TES: 1. OR— FROMCONCRETE APPUCATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO i/4" ULTRACONS OR 114" SS4 CRETE -FLEX. MIN. DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 134". MIN. EMBEDMENT. U4" ULTRACON -13/8".1/4° SS4 CRETE -FLEX -13/4". 2 FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (G5) OR ELCO 1/4" SS4 CRETE -FLEX -13/8" MIN. EMBEDMENT FOR EITHER. 3. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN i 1 /2" THICK. 1x WOOD SUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD SUCKS DEPICTED AS 2x ARE 1 1/2' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJj 4. FOR ATTACHMENT TO ALUM: THE MAT'L SHALL BE A MIN. STRENGTH OF 5083 T5 AND A MIN. OF 118" THICK. THE ALUM. STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS ON THIS SHEET FOR 2X WOOD BUCKS. THE ANCHOR SHALL BE A 812 SMS WITH FULL. ENGAGEMENT INTO THE ALUM. IF THESE CRITERIA ARE MET, THE PRESSURES SHOWN ON SHEET 3 AND ANCHORAGE SPACING FOR WOOD SHOWN ON SHEET 10 MAY BE USED. 5. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED. NON -SHRINK, NDN -METALLIC GROUT, 3400 PSI MINI.. (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT 1S NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. %almemr: Noroee olid" =8" lase mm 1 114 1 11 a 12 1 8W041 LYNA/!19/ ' No. 58705 /CONAL E��. A. LYI�n'I ' IUW, P.E. FL P.E.# 58705 aEXTERIOR INTERIOR*. (Aa SILL sr--cnoiqs) CONCRETE ®ANCHOR SEE NOTE 1, 1/4° MAX. SHEET 41 I cl SEE NOTE SHEET 11 Ir Fr -ml AEMBED SEE iiii it NCREIF7, SHEET 11 TYPICAL DOOR SILL (DIRECT TO CONCRETE) CONCRETE OfMONAL ANCHOR. SEE NOTE 1. 84 SHEET il Wool) m0m IN MAX SEE NOTE A I GROUT, IW MAX SHEET SEE NOTE GROUT 6, SHEET 11 A SEE NOTE 5, El I -Fj B40ED. SEE NOTE 11 -2X SHENT11 MIN. SEE NOTE 3.- SHEET OPTIONAL DQOR SILL TYPICAL DOOR SILL (SUBSILL TO CONCRETE) (DIRECT TO WOOD) Y SEE NC 1/4"1 GR SEE N 6, SHEI OPTIONAL OPTIONAL DOOR SILL (SUBSILL TO WOOD) ramernsvim EMBED. PSBEEED. CONCRETE CONCRETE 4A SEE NOTE 1, JK ANCHOR,- A ANCHOR, - NOTE 1, SHEET i SEE MOTE 1, SEE NOTE 2, SHEET 11 MIN. SHEET 11 INTERIOR I— S) (AIL JAMS SECTION• CONCRETE , 4' - A ANCHOR EXTERIOR SEE NOTE 1. N SHEET11 3.4 KSl MIN.- N07 CONCRE I ft OR 1.5 KSI 3.4 KSI MIN. MW. CMU CONCRETE 2x WOOD SEE NOTE 3 1x WOOD, SEE NOTE 3 SHEET jj SHEET I 11V MAX S-104 11V MAX SHIM-- IM MAX --4 TYPICAL DOOR & SIDE UTE JAMB W,H DOOR 114 1712 - 12 WOU-11 LYNN 4f ttr No. 68705 -7- "U zsl it �11 on STATE 0 F st A. FL P.E.# 58705 MIAMI -DAD 1►fl"1I DADE COUNTY ! PRODUCT CONTROL SECTION DEPARTIMM OF REGULATORY AND ECONOhIIC RESOURCES (R]W 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (M) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (N" gmy.win MIdadetgov/economy PGT Industries 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (fn Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "CA --7411F Fred Casement" Aluminum Freed Window -- L.M.I. APPROVAL DOCUMENT: Drawing No. MD-CA740F LM, titled "Fixed Casement Window Details — LM", sheets 1 through I l of 11, dated 08/08/12, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page &I, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 12-1218.11 Expiration Date: April 11, 2018 Approval Date: April 11, 2013 Page i PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED A. DRAWINGS L Manufacturer's die drawings and sections. 2. Drawing No. MD-CA740F-LM, titled "Fixed Casement Window Details — LM", sheets 1 through 11 of 11, dated 08/08/12, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series CA74OF aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL-7063, dated 09/17/12, signed and sealed by Marlin D. Brinson, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 12/07/12, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) 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. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 2010, dated December 10, 2012, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated December 10, 2012, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 12--1499 issued by Product Control, dated July 31, 2012, signed by Manuel Perez, P.E. G. OTHER 1. None. Manuel Pere Product Control V"Milk NOA No.1 -1 .11 Expiration Date: April 11, 2018 Approval Date: April 11, 2013 E-1 GENERAL NOTES: SERIES 740 IMPACT -RESISTANT FIXED CASEMENT WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE KvV4 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-90RNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30• IN THE HVHZ, THE OUTBOARD LITE (CAP) MIST TEMPERED. 3) FOR MASONRY APPLICATIONS IN MIAMI -RADE COUNTY, USE ONLY MIAMI -DADS COUNTY APPROVED MASO1 tlRYANCGORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM COO CONCRETE MASONRY UNITS AND CONCRETE WITH MIN, KSI PER ANCHOR TYPE, SEE TABLE 3, SHEET 4. 4)ALL WOOD BUCKS LESS THAN 1.117 THICK ARE TO BE CONSIDERED IX INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 14W THICK OR GREATER 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD SUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 5) ANCHOR EMBEDMENT TO SASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON TABLE 3, SHEET 4. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALINGIPLASMG STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SOOPE OF THESE INSTRUCTIONS. 8) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OThISRS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. B. POSITIVE DES14ON LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E73W. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WIN OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 8) REFERENCES: TEST REPORTS FTL-708.9.35M 38M, 3724: ELCO ULTRACON NOA: ELCO CRETEFLEX NOL: ANSSAFBPANDS FOR WOW CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. DESIGN PRESSURE RATING IMIPACTRATING VARIES, RATED FOR LARt#5 &SMALL SEE SHEETS 0.10 MISSILE IMPACT RESISTANCE 00' WIDTH 4• H- 9�vt3uuGSEESHE I B, SEE SHEET 2 or VISIBLE LIGHT HEIGHT (OLD) 23' O.0IF . HEAD oR SanU L 18 60' OR LESS. 77 HEIGHT O.C. MAX. IF HE �•r—�— HEAD OR SILL IS OVER W. TYP. ELEVATION OF FIXED CASEMENT WINDOW Tew a 4- Glese Types 18" Lead 1/8 -.090" PVB -1/ An Stled li 8 7MLeml - .090' SGP - 31i8 An 8 3 7110. Lem! 10 HS -.OW 840P - WIG HS) 9 4 7/8 lad. IG 1/8' An - 7118' Alf -1/8" An -.DOD" PVB - VW An 10 7/8'Lemi.Ifl 1/B'T-71101 Air -1/8"An-. An 7 0 71W Td. 19'An-1/4'Alr-3/10'An-.090" W -3/1 An 8 7 7/8' Land IG (3/19' An -1/4° Air- 311 HS -.000- SGP - 6' HS 9 8 7I8' LemL 101 8' T-1 - 3/16° An -0W SOP - 3116" n 8 9 17W LOW. IG CWIV T -1/4' AIr - 19' HS - .090 8t'P •3119" HIS 9 GENERAL NOTES.,.M......-.-.-._-_1 ELEVATION.-.TILL.._._».._._._.......1 GLAZING DETAILS_..._._....... -....1 INSTALLATION ..... _._..,._......... 2 ASSEMBLY TUBE DETALS....m_...3 ANCHOR SPECIFICATIONS..„.-..- 4 ANCHOR QUANTITIES._.-.-.-...„.... 4.5 DESIGN PRESSURES .«......... -... 8.10 ASSEMBLY DETAILSMOM. ... 11 v-, ,1 vmN q/, No. 58705 * ' Al 13 AL,o 'TITIN�ttoil A LYNNMum P.E & L4M[NA7W 7T10'IAKKATSD GLASS STACK � StA$SmACC IWANN&N.W AWCUPCINT 310•ANNEALEDOR awom mrf GLASS BVtA=PVB HFAWSTMOTHRW &1e•ANNRAM CLAN HEAT44TRUM lta ANNealsoGLASS I 1u18•GLA9s I 1 ii/101 CLASS GLASS TYPE 1 GLASS TYPES 2 & 3 7B°NOM.7I0•NOb1. cuAas erawc � Rev%ed Sr. Jb10'LAhHNAT20 M" STACK + Tn0•LAIANATm GLASS WACK I m" OF J ROSOWSKI 1070 TECHNOLOGY DRIVE N. VENICE, TL 34275 P.O. BOX 1529 NOKOMIS" FL 34274 I IWANtO'ALEO 9n8•ANNEMMOR mrAm�GLASS Sheet: 1 OF 11 Oroadrp No. MD-CA740F-LM Rev: 1N Atlt8PAC0 mw4Tw m gmGL18S peuNce, ani InmO�lf 9n0•ANNPALSD_ ._—A90'DOPONrwp GLASS TYPES 4 & 6 GLASS TYPES 6 & 7 OIANSTACT 1 1 GLANSTACK� ' ( I OIASeStapC GLASS TYPES 8 & 9 Revmea Sr. I Dote: I RevWW: Rev%ed Sr. Date: Worm Desarlp_ GENERAL NOTES & ELEVATION m" OF J ROSOWSKI 1070 TECHNOLOGY DRIVE N. VENICE, TL 34275 P.O. BOX 1529 NOKOMIS" FL 34274 Tlta: FIXED CASEMENT WINDOW DETAILS - LM Oats 08/08/12 Serres/Wodeh Scats: CA -740 NTS Sheet: 1 OF 11 Oroadrp No. MD-CA740F-LM Rev: CERT. OF AUTH, X29298 INSTALLATION EDGE OPTION 1 DIST INSTALLATION ANCHORS INTO 2X WOOD. AS REQUIRED PER TABLE 3, SHEET4 WINDOW HEIGHT M- .. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 4. 3637 VISIBLE LIGHT HEIGHT (DLO) 38 3B INSTALLATION OPTION 3 INSTALLATION ANCHOR THROUGH 1X SUCKSTRIP INTO MASONRY. OPTTONALADDON FLANGE 0 HEAD. SILL & JAMBS SEE DETAIL Al, BELOW NOTES: 1 1) USE ONLY SUBSTRATE APPROPRIATE ANCHORS LISTED ON TABLE 3. SHEET 4. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION BUCK OPTION SHOWN MAY BE USED ON ANY HEIGHT SIDE OF THE WINDOW. 2) ALL WOOD BUCKS LESS THAN 1-1PP THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE WOOD BUCKS DEPICTED AS 2X ARE 1-1R• THICK OR GREATER. IX AND 2X BUOKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD SUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECON. MAXIMUM SHIM THICKNESS TO BE 11C. INSTALLATION Wbdow Wm OPTION 2 8,C6.D •220` 0 INSTALLATION CONGRETFICMU 1 ANCHORS DIRECTLY PER ANCHOR EMBEDMENT INTO MASONRY. REQUIREMENT W61dew New 7'-22 TYP. ANCHOR 8,C60 0 TYPE, • .:i. -77 1 EMBEDMENTAND ., -r° EDGE DISTANCE " ; ','a PER SUBSTRATE, REQUIREMENT • ° ....: ,. SEE TABLE 3, VERTICAL SECTION B -B SHEET* e, EDGE DISTANCE EMBEDMENT OPTTONALADDON FLANGE 0 HEAD. SILL & JAMBS SEE DETAIL Al, BELOW NOTES: 1 1) USE ONLY SUBSTRATE APPROPRIATE ANCHORS LISTED ON TABLE 3. SHEET 4. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION BUCK OPTION SHOWN MAY BE USED ON ANY HEIGHT SIDE OF THE WINDOW. 2) ALL WOOD BUCKS LESS THAN 1-1PP THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE WOOD BUCKS DEPICTED AS 2X ARE 1-1R• THICK OR GREATER. IX AND 2X BUOKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD SUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECON. MAXIMUM SHIM THICKNESS TO BE 11C. 1W MAX SHIM 10 -MAX. —►j �— DETAIL!'I Al �(y 111 it/, 1...., ' No. 687D5 3 8 'k(1 STA E t/lirinr+•`` A. LYNN MILLER P.E. P"am BUTT( WIDTH AS REQUIRED PER TABLE 3, SHEET 4 v v 138.!71--� VmsLE LIGHT WIDTH (DLO) \--� WINDOW WIDTH HORIZONTAL SECTION A A SEE DETAIL A2, BELOW 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1528 NOKOMIS; FL 34274 CERT. OF AUTH. #29298 11:51 *3 1) WHEN INSTALLING COMBINATION UNITS, ADDITIONAL WTALLA11ON ANCHOR MAY NEED TO 8E INSTALLED THROUGH THE WINDOW FRAMES AT 10- MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW: AddfSMnat Andws Re**ed on enh Sma afft AuNnINY 'robe A F a Wbdow Wm 1X WOOD 8,C6.D •220` 0 0 BUCKSTRIP, 1 Y 2 SEE NOTE $ 1 u W61dew New 7'-22 THIS SHEET. 8,C60 0 1/4• MAX SHIM 0 1 CON -r° EMBEDMENT PER AN REQUIREMENT • ° ....: ,. VERTICAL SECTION B -B 1W MAX SHIM 10 -MAX. —►j �— DETAIL!'I Al �(y 111 it/, 1...., ' No. 687D5 3 8 'k(1 STA E t/lirinr+•`` A. LYNN MILLER P.E. P"am BUTT( WIDTH AS REQUIRED PER TABLE 3, SHEET 4 v v 138.!71--� VmsLE LIGHT WIDTH (DLO) \--� WINDOW WIDTH HORIZONTAL SECTION A A SEE DETAIL A2, BELOW 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1528 NOKOMIS; FL 34274 CERT. OF AUTH. #29298 11:51 *3 1) WHEN INSTALLING COMBINATION UNITS, ADDITIONAL WTALLA11ON ANCHOR MAY NEED TO 8E INSTALLED THROUGH THE WINDOW FRAMES AT 10- MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW: AddfSMnat Andws Re**ed on enh Sma afft AuNnINY 'robe A F a Wbdow Wm AndwlWw A 8,C6.D •220` 0 0 23••26.9' 0 1 Y 2 1 1 u W61dew New 7'-22 AnotrotrAw A 0 8,C60 0 2r-2& 0 1 2-+ t INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL S12 STEEL SELF -DRILLING SMS, SEE TABLE 3. SHEET 4. DADE APPROVED MULLION, ALUMINUM, STEEL FRAMING OR STEEL STUD. EXTERIOR 0 VISIBLE LIGHT FORMULAS WIDTH: WINDOW WIDTH - 7 HEIGHT* WINDOW HEIGHT -7 DETAIL A2 Alrproved as coq+ wn dw Ftotide W Ap Date eev/sed sr. I Data RmWan: aet ma %V[Wd 8y: I Date: Revleton: 1f ) Dasodp00n: 4V Drann (� GENERAL NOTES & ELEVATION JJROSOWSKI TRIG. aaw. FIXED CASEMENT WINDOW DETAILS - LM 08/08/12 sad"/lA-0.1 scala sheet: o owbv NO. Rev: CA -740 NTS 1 2 OF 11 MD-CA740F-LM FIXED CASEMENT (0) FIXED CASEMENT / CASEMENT (OX) AWNING /.CASEMENT/ FIXED CASEMENT (XXO) Ap wvedaecomglyhmwItheue Be FIGURE 1: FIGURE 2: 740SERIES ,.ice MAWNING��P$T wl WWWOW HE16tiT CI / THIS SHEET740 10'. SEE NOTE 7,mz."r D FRAME �� ASSEMBLY TUBE D SERIES \ hINDINDUAL FRAME ASSEMBLY TUBE RTES: 1) DIMENSIONS SHOWN ARE TtP-TO-TP DIMENSIONS FOR EACH WINDOW, FOR SIZES NOT a LL WINDOW�+ WIDTH 740 SERIES EXTERIOR CASEMENT i 740 SERIES FRAME 740 ASSEMBLY SERIESFRAME CASEMENT TUBE CASEMENT WINDOW WINDOW" 'SEE PRODUCTS NOA FOR INSTALLATION SPECS / / �� WINDOW' / , E -" ASSEMBLY. _ ►E TUBE 740 SERIES FIXED / SHOWN, ROUND !P TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES.FDS 2) ANY 740SERIES PRODUCT (CASEMENT,AWNWOORFKED CASEMENT) MAY BE ATTACHED TO THE FRAME ASSEMBLY TUBE. FOR NOAFOR ANCHORALL WINDOW% AGE.SITHE ZEANDS DESIGN PRESSURE LIMITATIONS. 3) ALL WINDOWS IN THE COMBINATION UNIT MUST BE ABLE TO INDIVIDUALLY COMPLY WITH THEFD(ED REQUIREMENTS RESPECTIVE NOAF THEIR J 0 m J N J Q Q ?� g Z S LLLIII N C C r U. 0 M WINDOW FORSINGLEUNITS: 1) DETERMINE YOUR WINDOW SIZE AND GLASS. 2) KNOWING YOUR ANCHOR TYPE AND SUBSTRATE, DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. 3} FROM SHEETS 610, FIND THE SHEET FOR YOUR GLASS TYPE. FIND THE PRODUCT'S DESIGN PRESSURE FROM THE TABLE LABELED ti7E�GN PRESSURE USW. OYk4 ALL 4) DIMENSIONS SHOWN ARE TIP -TO -TIP. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. S) USING THE TABLES LABELS %WNDOWANCHORS REQUfiW0' (TABLES 2A & 20, SHEETS 4 & 8), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD. SILL A JAMBS OF YOUR PER THE 6) INSTRUCTIONS INSTRUCTIONS ON SKEET 2. / 4) FRAME ASSEMBLY TUBE TO BE 740 SERIES 74o smm FASTENED TO WINDOW. AS SHOW IN AWNING . CASEMENT ME SCREWS.USEWITH MK I2 X THESAME� MIN. 912 X 1' SMS THROUGH FRAME OPPOSITE FRAME MEMBER. CING AND QUANTITY AS THE INSTALLATION HOLES ASSEMBLY 71A�1BE LY N THE FRAME ASSEMBLY TUBE MAY IgE NOT EXCEED 82' IN LENGTH (AS USED MIN.912X INA6rFLANGEDWINDOW)ORBE MIN.912 X 1.8N USED IN TEE OR CROSS 1' SMS THROUtNIi CONFIGURATION. THROUGH 740 SERIES INSTALLATION INSTALLATION CASEMENT 6) THE FRAME ASSEMBLY TUBE 18 REQUIRED TO BE CLIPPED TO 740 8ER�8 740 SERIES HOLES VhNDOW' HOLES THE SUBSTRATE ALL EXTERIOR FRAME FDO=D EXTERIlXt ASSEMBLY CASEMENT JOINTS TO BE SEALED BY INSTALLER. 740 SERIES CASEMENT WINDOWAA=FM WINDOW 15 TUBE �R FIXED 7) FOR ALL COMBINATION UNITS, CASEMENT ADDTTWNAL INSTldAATION ANCHORS HORIZONTAL SECTION 9--C a + WINDOW MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 1(' MAX. FROM EACH SIDE OF THE FOR EACH WINDOW IN A COMBINED ASSEMBLY: VERTICAL SECTION DN) VERTICAL BECTON E -E FRAME ASSEMBLY TUBE CENTERLWIE. SEE TABLE BELOW. 1) DETERMINE EACH WOMDUAL WINDOW TYPE. SIZE AND GLASS MAKEUP, SEE FIGURES 1 & 2, THIS SHEET. DETERMINE YOUR ANCHOR GROUP FROM TABLE 3. SHEET 4. Addillmml A�roham Retpdred on earfi 8ldeoflheFmmeAwe Tutee A 2) FROM SHEETS 6.10. FIND THE SHEET FOR YOUR GLASS TYPE Why Aaahar pe F 3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED WNDOWANCHORS REQUIRED' (TABLES 2A & 2B, SHEETS 4 & 8). THI8 MUST BE DONE FOR EACH WINDOW IN a WHih A 8. C& O THE ASSEMBLY, AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY. DIMENSIONS SHOWN ARE TIP-TO•TI', FOR SIZES NOT SHOWN, ROUND UP TO 1 0 THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 23-2&r 0 1 2r+ 1 1 JAMSIOF HE TABLE WINDOW. WNDOWANCHORB REQU/RJB' (TABLES 2A & 26. SHEETS 4 & 8}. DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND a Whwaw AeQhm H012M A B.0&D 6) INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3. NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED (SEE 2V -MV Mg, 0 1 SHEET 2), AND THAT MIN. 912 X Y ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE (SEE DETAILS ON THIS SHEET). 23'+ 9 1 0 -7 � LV Lu (� 0 — 1 �, (� fill'//- m n $ .- "'o �+ S3 S o o o z o z `a R a a vrovi� ��\ O�� • • •.''"' • �� •' VIGENSF �= 65705 = - 4 � ... S TE Of ;'• L(/ %O� •'•.. FCmOP:: G.? � ........... '7;7/11" "N�`111111", A LYI3N $6705 P E PEA $6705 N lot CA i ll 00 �mr r Ir0 g z�> 2� 0Q� x x —1 0 �a f 0 o x� x O vO A r� 9� yo x x O Elq o O .� m xevtsed By' Dote: evtekn: J ROSOWSKI 08MM2 � ANCHOR TYPE AND QUANTITY = i� ' 2 `z VMCF— FL 34275 c P.O. sox lszs FIXED CASEMENT WINDOW DETAILS -LM ��i��/ � ••.....• 'a��` NQKomrs; FL 34274 SB3Ba�yode@ Sipe: Sheet Dmsng W R rtR� t1``,``� Ct7tT. OF AtlfH. 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X29298 CA-740 NTS 40FIl D-CA74OF-LM v osoem�0000m000000e00000e000�oomomo��o�e o�mo��00000000c00000e000�oc0000eooco�ooe°v- : ��s�eoomo�000� me000eoeoec00000�000�oeo r��a��oc000eoo��00000 000eo�oec000��o�o locooeoo�000eoe��0000�0000�000�000m�c�o�o eoaca00000000��0000coo�000000000�000�o msoo��000e�oe�e�eo�0000°�°��o�ceo�e��co�o oe�oocm0000000�00000meoo�oc�0000c0000�o�o .oiAt�C��$i. os�soe0000000000000oo�ooe�ocoe00000�000ec� � msoa��oso�0000�oome$o�o�oeoece0000000En !msoo�eoeoo�oom000000 e o��cg000000c0000�� mooeeeoeoo�ecm�oemeoe�m�oo �00000mom�o�e ��sosos�eoo��me��000e��o��0000000e�000�o E0�6�B�B�EDC�C�C�000�C�C�C�CCC��C�CLC�CG �9�BOCL0000C�G�C�C�COC�CLCP��ODD��L"��LE ��o��eoo�oo�000e0000�o�000000��go�o opo oe000e�o�ooaoeo�000e00000000�o�o ososoe�e�Eoo�ggooeo�000000�00000000�o� os000000000moe00000000�ooe00000000�o�� e000000000000mooEfl00000000�o�oe�m�o oa��ooeoeoo�oo�mococ00000�ooe0000�E a�oec�oeeeoe000� coc0000eooe000000��o oa�o�o�oo�000�ooS000�00000e�0000��o�o 0000000000�0000000eoe�o�eee�om� eo N lot CA i ll 00 �mr r Ir0 g z�> 2� 0Q� x x —1 0 �a f 0 o x� x O vO A r� 9� yo x x O Elq o O .� m xevtsed By' Dote: evtekn: J ROSOWSKI 08MM2 � ANCHOR TYPE AND QUANTITY = i� ' 2 `z VMCF— FL 34275 c P.O. sox lszs FIXED CASEMENT WINDOW DETAILS -LM ��i��/ � ••.....• 'a��` NQKomrs; FL 34274 SB3Ba�yode@ Sipe: Sheet Dmsng W R rtR� t1``,``� Ct7tT. 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Oram . Date `a oy : J ROSOWSIU 0$/08!12 �,, g f o m� m ANCHOR TYPE AND QUANTITY 5 n„ 7070 TECHNOLOGY ORNE % 3 "0 �X s�27S FIXED CASEMENT WINDOW DETAILS - LM NOKOMIS, FL 34274 �� Scofe Drmrirtg Na. R ... ��CERT OF AUTH. #29296 CA -740 NTS J OF 11 D-CA740F-LM FOR GLASS TYPES: 1) 8/18° L.AMI (1/8 AN -.090" PVB -1 /8 AN) 40prP°mvgrwo is t4mpblps with Ilm Daae TABLE 4-. owl Prod6 sY SHORT LONG $IDE SIDE 1) SEE SHEETS 1, 4 & 8 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. (Q� 2) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY EFF} 7 OR HORIZONTALLY AS SHOWN. a TABLE 8: V. Q Z co Lu W a 4 $ U o LL 1) THE WINDOWS WIDTH AND HEIGHT MAY BE NVERTED. FIGURE FOR HORIZONTAL FRAME ASSEM13LY TUBEOn i F143URE FOR VERTICAL FRAME ASSEMBLY TUBE FRAME SEE SHEETS 1, 4 & 5 10' FRAME SEE SHEETS 1, 4 & 8 FOR WINDOW ASSEMBLY 0 0 0 MAX ASSEMBLY WWOWANCHOR ` N TUBE FORWINDOWANCHOR o2ido TUBE 'B` LOCATIONSANDLOCATIONS AND nZ z W040M QUANTITIES. SEE SHEET 10• MAX QUANTITIES. SEE SHEET 0 � 07MENSION 3 FOR ANY ADDITIONAL 33 ANCANY HORS REQUIREDADDITIONAL A ANCHORS REQUIRED _ FOR THE FRAME ��` pN'�... • • •... �Q! /��i T} WINDOW ADDITIONALASSEMSLYTUBE. WINDOW ANCHOR ITIONAL ASSEMBLY TUBE. `�� 1�'.•'�IOENSE'•.�'P iii 1 WWldi�li81ON (4). IF REQ. ANCHOR"""� DIMEP1810N �-- (4), IF REQ.THE FRAME No. fiS705 j��. TE F 'iO'��S . FLORIOP SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS A. LYNN LM1BR. Pi. PE.®86708 F-1 Deelyf PrSIDE LL co esemu (pot) for 87np7u W87tlmm. MAttsBmtNotgs ~am VnQer2S 28.18118' 2734' alU2' 3F 44' 41U4• 787.118` 88' 83' mdet23• t r +70 t t s 178/•1X1 170E + « •90 28., t701:71D +797.eo .T8b80 a70.90 +70410 « So 170d•90 sm6o 1781.80 .781.80 37• +7st6o 7701.90 tTa 90 .7N�0 .7W90 .781.90 tT�•9D t787b4.1 tToln 178]•70.7 4a• +74.90 1rol• .0'0.66 .7060 x70160 star-90 tTaaat 19mao +9ae7.9 +am$,a 49.1!4' + r7 1787.90 17050 t70A90 17064.1 1707.80.1 t8a-70 180(61,2 811N' 17090 r70t•8D s?OF90 17050 1781.84.1 18N 70 a80f•TO t8�87.8 88• +70160 178750 11050 170682 7701.7-7 D� Presume ipso Im Window Atlap)md to 0 Fnmre Asesmdy Me N7ndreOln7smtOn A' males a3. 2&7418' 2734' 3112' 3 44• 48.1FP 811/8• �` 83' An4dm AtwF� Aaapor Atgha 8640P A7roMr m4aF AtpTmOrary AnohorOronp AnoMr QroOp A7n6orGroup Arotgteimlq Gra4f �4�R C4p+P All Atl AO A,08D B A,C80 8 A 8 C&D A 8 C&0 A S C80 A B C D A B O O mtl07,7' «78160 +7060 +70.90 17460 «74621 1701.8D «70.74.3 a74-73.7 +/bR.B +781.80 +74.727 +/•N.9 +70.90 a/�.1 at61b +7060 +t60b Hd7.4 +70.67b +7480 x7.88.7 +5.49.0 TI -040.7;;7 -mu 28.18H8' +70.90 «70.90 +7060 +70.60 «781.90 170$4 170-9D t78dd0.7 «70.80 17050 1/60.4 +70.90 «7030 N6&6 +7060 +7060 M•63.$ a7QJ64 «70.90 +70160 N48.3 1781.77.a +70.90 «7060 3r «77u6o 17or6o sro690 11oF80 «701.90 a701.90 a706o .746D .7060 «70t.'q .70/60 .74684 «7050 .70611 +7060b .7069.7 .Ian a7473.8 .70-n w0•n «74.7at N�.6 a701•r0.t ,7a-7o.t 44• «7W-90 N0� a70R90 a70.80 «7050 a70%8D «7450 «70.90 «7067 a70.80 a7064.1 +70.74.4 «7064.1 +801.70 +80167.7 +00.70 +8067.8 «80679 a906T.8 +9067.6 t00R813 N-� +B0G81A +80(61.3 4&U4• +70.90 «70.90 aro/60 «7060 «7050 170.8D +7060 a7064.1 «1064.7 +70164.1 +70150.1 «!679 +70.80.1 +60.70 +9061.7 +80.70 t80d692 +1644 +80683.a a8063.a s3.trer «Tor -se a7466 a7oh90 +7466 «7a5o +7ora4.t a7a64.t «sur• +64•ro «ea-ro +e9r•7o «e4.7o «e4ao .eae7.e+eoa�.a:eav67 B8' 1701.90 «70.80 «70P90 «70 170632 «7077 17077 +80!•879 «80679 +BOF8T9 180/632 +80+•83.2 +80632 89' +70-90 170F90 :78150 .70-78 +7078.6 «701-70.7 1701.70.1 +80.x81.3 1710619 s806L3 JO +70/60 «70.84.8 (7078.7 r/dS.9 H•689 N68.6 B4• «70150 +7050.4 +7075 +1642 «(602 16067 100632 83' r70F80 1TOF80 170.80 170%78.8 170.70.7 10061. 78• Y70.90 17064.8 170.78.7 H659 «168.6 64' «70FtD 17060.4 170677.3 +h80.2 D� Presume ipso Im Window Atlap)md to 0 Fnmre Asesmdy Me N7ndreOln7smtOn A' males a3. 2&7418' 2734' 3112' 3 44• 48.1FP 811/8• �` 83' An4dm AtwF� Aaapor Atgha 8640P A7roMr m4aF AtpTmOrary AnohorOronp AnoMr QroOp A7n6orGroup Arotgteimlq Gra4f �4�R C4p+P All Atl AO A,08D B A,C80 8 A 8 C&D A 8 C&0 A S C80 A B C D A B O O mtl07,7' «78160 +7060 +70.90 17460 «74621 1701.8D «70.74.3 a74-73.7 +/bR.B +781.80 +74.727 +/•N.9 +70.90 a/�.1 at61b +7060 +t60b Hd7.4 +70.67b +7480 x7.88.7 +5.49.0 TI -040.7;;7 -mu 28.18H8' +70.90 «70.90 +7060 +70.60 «781.90 170$4 170-9D t78dd0.7 «70.80 17050 1/60.4 +70.90 «7030 N6&6 +7060 +7060 M•63.$ a7QJ64 «70.90 +70160 N48.3 1781.77.a +70.90 «7060 3r «77u6o 17or6o sro690 11oF80 «701.90 a701.90 a706o .746D .7060 «70t.'q .70/60 .74684 «7050 .70611 +7060b .7069.7 .Ian a7473.8 .70-n w0•n «74.7at N�.6 a701•r0.t ,7a-7o.t 44• «7W-90 N0� a70R90 a70.80 «7050 a70%8D «7450 «70.90 «7067 a70.80 a7064.1 +70.74.4 «7064.1 +801.70 +80167.7 +00.70 +8067.8 «80679 a906T.8 +9067.6 t00R813 N-� +B0G81A +80(61.3 4&U4• +70.90 «70.90 aro/60 «7060 «7050 170.8D +7060 a7064.1 «1064.7 +70164.1 +70150.1 «!679 +70.80.1 +60.70 +9061.7 +80.70 t80d692 +1644 +80683.a a8063.a s3.trer «Tor -se a7466 a7oh90 +7466 «7a5o +7ora4.t a7a64.t «sur• +64•ro «ea-ro +e9r•7o «e4.7o «e4ao .eae7.e+eoa�.a:eav67 B8' 1701.90 «70.80 «70P90 «70 170632 «7077 17077 +80!•879 «80679 +BOF8T9 180/632 +80+•83.2 +80632 89' +70-90 170F90 :78150 .70-78 +7078.6 «701-70.7 1701.70.1 +80.x81.3 1710619 s806L3 JO +70/60 «70.84.8 (7078.7 r/dS.9 H•689 N68.6 B4• «70150 +7050.4 +7075 +1642 «(602 i El oa Will zo A Ow Hillgill ti v O R w P { lam m z rA r o I a ``ttitt !/!//�� Revieton: J ROSOWSKI 08/08/12 aa _p DESIGN PRESSURES PER GLAZING TYPE 8 gig, mit" ••9 "W 1070 TECHNOLOGY DRIVE 7WC =�'G ' •., N. VENICE FL 34275FIXED CASEMENT WINDOW DETAILS - LM C.` P.D. BOX 1529 �i�'%RI�Ly,� ..•••�```,� NOKOMS, Fl. 34274 Smtey�leodek Sade Sheatr Drmdng No. ! t t t W CERT. OF RUTH. #29296 CA -740 NTS 7 OF 11 D-CA740F-LAA ld y ® g « e «rg y Lyyta iiiy /ampp * 2 o yy a � � m • e e m �Qe m� m $Q3 � 0 i El oa Will zo A Ow Hillgill ti v O R w P { lam m z rA r o I a ``ttitt !/!//�� Revieton: J ROSOWSKI 08/08/12 aa _p DESIGN PRESSURES PER GLAZING TYPE 8 gig, mit" ••9 "W 1070 TECHNOLOGY DRIVE 7WC =�'G ' •., N. VENICE FL 34275FIXED CASEMENT WINDOW DETAILS - LM C.` P.D. BOX 1529 �i�'%RI�Ly,� ..•••�```,� NOKOMS, Fl. 34274 Smtey�leodek Sade Sheatr Drmdng No. ! t t t W CERT. OF RUTH. #29296 CA -740 NTS 7 OF 11 D-CA740F-LAA ld y ® g i El oa Will zo A Ow Hillgill ti v O R w P { lam m z rA r o I a ``ttitt !/!//�� Revieton: J ROSOWSKI 08/08/12 aa _p DESIGN PRESSURES PER GLAZING TYPE 8 gig, mit" ••9 "W 1070 TECHNOLOGY DRIVE 7WC =�'G ' •., N. VENICE FL 34275FIXED CASEMENT WINDOW DETAILS - LM C.` P.D. BOX 1529 �i�'%RI�Ly,� ..•••�```,� NOKOMS, Fl. 34274 Smtey�leodek Sade Sheatr Drmdng No. ! t t t W CERT. OF RUTH. #29296 CA -740 NTS 7 OF 11 D-CA740F-LAA ld FOR GLASS TYPES: 2) 7/18" LAMI. (3/16" AN -.09T SGP - 3/16° AN) 4PP7ovedaswmplglsgwft am 6) 7/8" LAMI. IG: (3/16" AN -1/4" AIR - 3/16" AN -,OW SGP - 3/16" AN) luau nldin� 8 7/8" LAMI. IG: 3118" T -1/4" AIR - 3116" AN -.090n SGP - 3/16" AN now . ds Prod0e1 TABLE & 7- I T a LONB BIDE �yI E J T- ►- elm -+ - -I B i.'- LLw 1) SEE SHEETS 1, 4 & 8 FOR WINDOWANCHOR LOCA110A18 AND QUANTITIES. 70 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY J OR HORIZONTALLY AS SHOWN. Z a TABLE 9. Q LL a a 0 I`j �= a W 4 w co a 10: " W U W 1) 7HE6YMDDW'8 WIDTH AND HEIGHT MAY � BWEITTED. LL � m FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE FIGURE FOR VER1TCAl. FRAME ASSEMBLY TUBE o t< FRAME hi. yj Q ttt 10 FRAME SEE SHEETS 1.4 & 6 FOR WINDOW ASSEMBLY SEE SHEETS 1, 4 & 8 1 �0 0 bt o MAX � � ASSEMBLY WINDOW ANCHOR DIA WSION T181E FOR WMODWANCHOR c u o TUBE LOCATANDir LOCATIONS AND cZ z yg04pptip QUANTITIES. SEE SHEET T* 16' MAX QUANTITIES. SEE SHEET r b DRAENSION 3 FOR ANY ADDITIONAL I 3 FOR ANY REQUIRED Nom. %%J111 11 ANCHORS REQUIR® A FOR THE FRAME ANCHORS REQUIRED AODIT FOR THE FR Ute. ��WINDOW ADDITOM ASSEMBLY TUBE. V011•IDDW ANCHOR F i71M'Ir (4 IF R D. ANCHOR--►+ 00dEw910w (a}, IF REo. ` * : No. 58705 '• iT r 479 ss/dNALit�� SEE SHEET 4 FOR ADDITIONAL SAMPLE COHFM'RATIONS A L pE AIam P.E. P.E.O ❑ Declpi Px"891ne t9s1I tarBttgie WOkaat, AOAnalwr orourre enol mae "Mm23` 23.f3N3• 29• 31• 34• �' 84' 8P 919' 9{7•'IPY inid�23• 1>m.130 .301.38 +881.1Bi af�.t83 1901•!30 190F180 a8Pht38 a801.f30 x936 26f6i18' ?301.130 1901.190 a9G.130 +801.130 a�f-13D 4301-130 a9d.S30 +801.13D a8W-f30 a8y-130 W' 1806130 +801.130 +90x•727.1/3061108 ?901.110.7 19M•t00.7 +1-al 41-ami ah 83.1 H•708 W-112' a�-S90 a8�130 a80%5�.7 a8WH3.3 a8B•1N t80f.87.0 aP 84.3 ah 8D.8 N•78.3 H•7&S 72' iB0).130 18W7202 1901•tfO7 tpt-111.8 ?807-9�.8 t a!•8. +h 78.1 +f•73b L0 76• a8ph1� a801.127b 1801.157.1 •190.2 a8N-104.1 ai,3 ?678 +/.7z8 Deetgx Preesve (Pagbr Wlydtwe Atteshed ro e Fteme Aseaabty tide W71tlm/ D)m9reion •A• teida723• 23.1ffit8' 29' 31-112' 34' 4D• 84• 00' 83' Arolior OrovP An1h0r i?muP AnoBa CmOD Anolar t8wp AnahorOroup AitahartttaaP AtnhororeuP AnOMrWaup AmliorQcwp All A9 All C3D 8 A,QBD 8 A B C&D A 8 C0D A 8 C D A B C D imder23• t 4q +701.90 ♦ r ♦ •� t a N•40.8 tilV.84.7 t ah�.7 ♦1 t7M•80,7 t 9 34' ?801.130 x80'-5�.3 ?801-114.8 ?801.107.6 t01.9 H. �,3 ?670.7 aRIl•88 ♦187.0 a7pF88 1781.88 a/-81.8 +7WAt2 a706W a78F80 a/•'W.3 ?78x.77.3 ?70680 ♦7G�90 83• 114- a8N-13D 180611& t8ph1089 +80s- 1.4 +80633 N.73 ?70/•90 +70690 ♦70690 170690 a7M83 1706743 ?70/88.1 170674.7 N4S09 a7�801 a70FH8,7 t70/•71.1 934' a>�-03D t9Qi-N7.3 a806tC8,3 a a83682b ?701.90 a70F9D t7M80 ♦70180 148'x801.118.4 +80!•5.3 1801.88 1689.4 +706703 ♦70/•78.3 72' 170180 +19-w- +7W4i0 Deetgx Preesve (Pagbr Wlydtwe Atteshed ro e Fteme Aseaabty tide W71tlm/ D)m9reion •A• teida723• 23.1ffit8' 29' 31-112' 34' 4D• 84• 00' 83' Arolior OrovP An1h0r i?muP AnoBa CmOD Anolar t8wp AnahorOroup AitahartttaaP AtnhororeuP AnOMrWaup AmliorQcwp All A9 All C3D 8 A,QBD 8 A B C&D A 8 C0D A 8 C D A B C D imder23• t 4q +701.90 ♦ r ♦ •� t a a 1 t a of -83.8 N•40.8 tilV.84.7 t ah�.7 ♦1 t7M•80,7 t 26fN18- 170180 1781-88 a7G-80 ?75,788 ♦78+-8p aTR��80 t70/4p ♦7M-77.7 ♦7Md10 aRIl•88 ♦187.0 a7pF88 1781.88 a/-81.8 +7WAt2 a706W a78F80 a/•'W.3 ?78x.77.3 ?70680 ♦7G�90 83• 17W4b x78180 +70780 ♦70+•88 ♦70690 ?70x410 ?70/•90 +70690 ♦70690 170690 a7M83 1706743 ?70/88.1 170674.7 N4S09 a7�801 a70FH8,7 t70/•71.1 11.63.7 x70/-03,1 t70/8t.1 87 -VT ?70!•90 a7M8D ?701.90 ?701.90 a70F9D t7M80 ♦70180 a70t8D +70�9D ♦70690 +7W.T1.d N88.3 ♦7N8L8 thW.7 N824 ♦7WSR8 a7W8p,8 N88.4 1689.4 +706703 ♦70/•78.3 72' 170180 +19-w- +7W4i0 ♦7W -W 1701.90 x701.911 x70/-90 a7W.9p +7N80 170680 t70h728 178670! t7M813 x480.3 N88b t�78.t a70/d9.9 N822 ?688.7 ?7"673.8 aAD673.9 78' a70/4q 170/80 1701.9D t +7W4q +7014W 170680 +70,x•80 ?70180 170690 +701.79 N803 1701.78 t681R N4324 1707--728 a7W-728 84' 170180 +70180 ♦701.90 +70/410 +70180 17014M N0680 t 8 +70789.9 t70uB9.9 170670.7 H827 ?706707 114" x70180 170180 +70690 ?70690 170V•8D ♦7�� 170690 ♦707.78 170673 176-73 134• a764D +701410 ?701.90 N06W 176.9D t764p 170/-90 146' r764q 1701.80 1764p 170690 ♦701 -BD mail bT b4t CfrtN � �o�m t!!/I/ f a f `..........�yfi Dtoim : Ootez P `rq�'_!: :stip J ROSOWSIQ 08/(}8112 l a s DESIGN PRESSURES PER GLAZING TYPE �Z 7070 TECHNOLOGY DRIVE TRIC N. vENlce FL 34275 FIXED CASEMENT WINDOW DETAILS LM P.O. 90X 1529 NOKOhMS, FL 34274 9meC OreWng Na �''�. \.�`�� CERT. OF 4UTH. z9z9s CA -740 NTS 9 OF 11 D-CA740F-LM ogm O W � � r Z I Z> O G(j) G a co Q pe 1 3 G) ♦ a . ♦ QQ 8d�ffi io 8 g $$�ma 3 v � �o�m t!!/I/ f a f `..........�yfi Dtoim : Ootez P `rq�'_!: :stip J ROSOWSIQ 08/(}8112 l a s DESIGN PRESSURES PER GLAZING TYPE �Z 7070 TECHNOLOGY DRIVE TRIC N. vENlce FL 34275 FIXED CASEMENT WINDOW DETAILS LM P.O. 90X 1529 NOKOhMS, FL 34274 9meC OreWng Na �''�. \.�`�� CERT. OF 4UTH. z9z9s CA -740 NTS 9 OF 11 D-CA740F-LM ogm O W � � r Z I Z> O G(j) G a co Q pe 1 3 G) � �o�m t!!/I/ f a f `..........�yfi Dtoim : Ootez P `rq�'_!: :stip J ROSOWSIQ 08/(}8112 l a s DESIGN PRESSURES PER GLAZING TYPE �Z 7070 TECHNOLOGY DRIVE TRIC N. vENlce FL 34275 FIXED CASEMENT WINDOW DETAILS LM P.O. 90X 1529 NOKOhMS, FL 34274 9meC OreWng Na �''�. \.�`�� CERT. OF 4UTH. z9z9s CA -740 NTS 9 OF 11 D-CA740F-LM ltledea Dg O g� v mo El Data 08M12 p j s . '^ a � Roma DESIGN PRESSURES PER GLAZING TYPE ltledea Una* GtroslenB' v mo El Data 08M12 p lttm s . '^ a DESIGN PRESSURES PER GLAZING TYPE .� Rux �d��•°o �, ' P.O. Box 1829 lli�y�`�R ei��'� 4 ..•.•j`e. �� NOKONS; FL 34274 �'�� d'cl�SetiPeid�k 5 1 fig@ 5hcet DrawMg Na r III% `1� CERT. OF AUTH. #29298 CA 740 NTS 10 OF 11 D -LM -LM 01 oil;� $0l?311d"l tR jig tllilililli gli I Z' Ililil ov. 14 atilt, ��to11$ >; s m o Q mya�d�Yp D ` `t1 m m Q f$t ei +a0 E - Una* v mo El Data 08M12 p lttm s . '^ a DESIGN PRESSURES PER GLAZING TYPE .� Rux �d��•°o �, ' P.O. Box 1829 lli�y�`�R ei��'� 4 ..•.•j`e. �� NOKONS; FL 34274 �'�� d'cl�SetiPeid�k 5 1 fig@ 5hcet DrawMg Na r III% `1� CERT. OF AUTH. #29298 CA 740 NTS 10 OF 11 D -LM -LM Ililil ov. 14 atilt, ��to11$ E - v mo onhm or. J ROSOWSm Data 08M12 p s . '^ a DESIGN PRESSURES PER GLAZING TYPE .� Rux � 1070 TECHNOLOGY DRNE ';LG, '•• N. vENicE FL 31275-LMFIXED �, ' P.O. Box 1829 lli�y�`�R 1 CASEMENT WINDOW DETAILS 4 ..•.•j`e. �� NOKONS; FL 34274 �'�� 5 1 S:vta 5hcet DrawMg Na r III% `1� CERT. OF AUTH. #29298 CA 740 NTS 10 OF 11 D -LM -LM 3.648' Aw mm A39• �-� — 2.784 FRAME HEAD. SILL & JAMB #7005,6063-T8 .040' AS �� .PER T� 2263' I REQUIRED SHEETABLE 3. 289' 1 ��T OINST. HOLE COVERANCHOR PLATE ADDON FLANGE #7007, 8083 -TB O #7071.6063-T8 70 #134, 6063•T8 Item I -�•� 1.124' .126" 1 7006 Main Frame Head SNI & Jambs 2.707 2 7071 Anchor Plate 71 .093' FRAME 7007 installation Hole Cover ASSEMBLY TUBE 4 #7004, 6083-T8 .040' AS �� .PER T� 2263' I REQUIRED SHEETABLE 3. 289' 1 ��T OINST. HOLE COVERANCHOR PLATE ADDON FLANGE #7007, 8083 -TB O #7071.6063-T8 70 #134, 6063•T8 Item I Dw8.0 Daaorlp0on Met 1 7006 Main Frame Head SNI & Jambs 6083-T6 Alum. 2 7071 Anchor Plate 6083.76 Alum. 3 7007 installation Hole Cover W83-76 Alan. 4 7010 frameComarKey Steel 6 7078 Frame Gasket Vht71 Foam 10 7055 Fixed frame Note Plug PVC 31 Dura4eal Spacer Dat& 32 1 1713 ISeWng Block 2a x 316" x I-IV4 EPOM 33 1714 [Sefting Block 321 x 1-7161 x 1-11C EPDM 35 7036 Bead W83.76Atan. 36 7042 Bead C SM76 Alum. 37 705.9 Bead W63-TOAhan. 38 1224 Vinyl 6Wb Wa Thick Flax PVC 70 39 1225 VInTl Bulb Wst Thin Ru PVC 70 5o Dow 699 Silicon Nickbedding 70 134 Add-on RmW 60113376 Alum. 71 1 7004 CuementFrameA!ETube 6683•TSAlm. 86 k8 X 1- 2° Qkmd Pn SMS Stainless Steel Sk*dws Steal so 1#12x is Ph. Pn. TEK stainless Steel 060' � A66' I � .172' .888' {I .w .876' Aw 35 BEAD B 36 BEAD C 37 t BEAD D #7036, 6083-T6 #7042, 6063-T6 #7059,6083-1-6 Amu smm� With a CC e A!F 00% 111 �Dt/ 0 LYNN ieveonr ` •'�CEt4SF•'• �� Rwv-dSr. Data: Revterun: 1 No. 58705 * ' ' Gt . �` •' OB M AND EXTRUSIONS Urown J ROSOWSKI �� 8T31J3 1070 TECHNOLOGY DRNE 7nk: Dat& N. VEMCE. FL 34276 f?.0. SOX 1529 FIXED CASEMENT WINDOW DETAILS - LM 08/08/12 / uns!•..,,,,..•��('j`�� NbKOh9S. FL 34274 Se1ea/6kodah Sr,ak: Sheat tUawrna No. Rev: /IG'L+vNAiR0ta9A�P6 CERT. OF AM. #29296 CA -740 NTS 11 OF 11 MD-CA740F-LM P.e$tkB7118 M 1AM 1•DQDE MIAMI -DARE COUNTY •MIN PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (BER) 11805 SN 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (7W 315-2590 F (786) 315 2599 NOTICE OF ACCEPTANCE (NOA) www.mlamldadWovJeeonomv PGT Industries 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable Hiles 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 area 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 AHI (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 AHI may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series `SCA 740" Outswing Aluminum Casement Window — L.M.I. APPROVAL DOCUMENT: Drawing No. MD-CA740--LM, titled "Casement Window Details — LM & SM!'31 sheets I through 10 of 10, dated 08/08/12, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami—Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Fach 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 consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NifAMIDADH CbUA1TUr NOA No. 12-121&09 Expiration Date: April 11, 2018 Approval Date: April 11, 2013 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE, SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-CA740-LM, titled "Casement Window Details — LM & SM", sheets 1 through 10 of 10, dated 08/08/12, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: l) 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 FBG, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a series CA740 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc. Test Report No. YU-7065, dated 10/05/12, signed and sealed by Marlin D. Brinson, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 12/07/12, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 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--0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 2010, dated December 10, 2012, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated December 10, 2012, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 12--1499 issued by Product Control, dated July 31, 2012, signed by Manuel Perez, P.E. G. OTHER 1. None. Manuel er Product Control EXAM 11JAr NOA No. 1242T69 Expiration Date: April 11, 2018 Approval Date: April 11, 2013 E-1 GENERAL NOTES: SERIES 740 IMPACT -RESISTANT CASEMENT WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN VAND40RNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' N THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. 3) FOR MASONRY APPLICATIONS N MIAMI -DARE cauNw, USE ONLY MVIMPDADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCETE MASONRY UNITS AND CONCRETE WITH MIP. KSI PER ANCHOR TYPE, SEE TABLE 3. SHEET 4. 4) ALL WOOD SUCKS LESS THAN 1.1/Y THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT 19 INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2XAIE 1.112'THICK OR GREATER 1X AND 2X BUCKS (WHEN USED) SHALL 13E DESIGNED TO PROPEL Y TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION 18 THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 6) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENTAS SPECIFIED ON TABLE 3. SHEET 4. NARROW JOINT SEALANT IB USED ON ALL FOUR CORNED OF THE FRAME INSTALLATION ANCHORS MOULD BE SEALED. OVERALL SEAL1NGH LASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE 94SIRUCTKM 6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD SUCKS. BY OTHERS. MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURALICYC LE TEST PRESSURE, FRAME ANALYSES AND GLASS PER ASTM E1300. B POSITIVE DEMON LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL/ CYCLE TEST PRESSURE. FRAME ANALYSIS AND GLASS PER ASTM E1300. 6) THE ANCHORAGE METHODS SHOWN HAVE SEEN DESIGNED TO RESIST THE WNDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE THE 33-lWA STRESS INCREASE HAS NOT BEEN USED N THE DESIGN OF THIS PRODUCT. THE IA LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. HECEX&��DCO RTRACON NOA• EICOCRTEF TESTREPORTS SllAF&PAFOR W3680iOOCONSTUCTS NAND ADM ALUMINUM DESIGN MANUAL TABLE 1: OI�a Types 1 8118Lam)(ire m _.WPVB-116An Sheet # b 2 7118 18An-.0SD`SGP-3118 6 3 7H8 Lend 3!18 HS -.0.96° SGP -3118 HS) 7 4 7/8 LamL IG 118" An - 7118 A -118 An ..OW PVB - Iff An 5- 6 7/8" Lams K3 1/8` T - 7N Air -1/8` An - .OW P 118° An 6 8 T/8` Land. iG 1 -1/4" Air - WIT An -.OW SO -3118 An 9 7 7/8" Lan, to (3/18 An - V4" Air - 3/18° HS -09V SGP -3118 HS 7 8 /8 Lams. KH 3118" T -14° - 3/18 An -.0901 SGP - 3118 An 9 8 7l8°LamLIG 8"T - IMI Air -3118 HS-.090"SOP -3l18H8) 7 amr GIAMSMUZ DESIGN PRESSURE RATING IMPACT RATING VARIES, RATED FOR LARGE&SMALL SEE SHEETS ti 9 MISSILE IMPACT RESISTANCE otASie 3T WIDTH 28.475' MAX O.Q. IF WIDTH IS UNDER 33.478" (HEAD & SILL 4" MAX 4l+f B, SEE SHEET 2 'y A 89• VISIBLE LIGHT HEIGHT (DLO) mss S)rACrMPVS 3J18• ANF.ALSDDR CLASH HT•STM MMM @--EAT 11!18 GLASS BITE n 1 I 10 AWTAUD GLASS 11H8' OLA&4 BRE (*-/ U- Ni GLASSS TYPE 1 GLASS TYPES 2 & 3 17.1w IS[O MAX A, SEE O.C. St1EETa AB•NOR GLASS STATIC 8/18•IAABNATHO GLASS STACK 7AYNOM. fnA898TAtX 7178•LA11ffiYATBO � cuaesSTAac mss S)rACrMPVS 3J18• ANF.ALSDDR CLASH HT•STM MMM @--EAT 11!18 GLASS BITE n 1 I 10 AWTAUD GLASS 11H8' OLA&4 BRE WMA 7n8'A O.C. IW ANM yamp w USEANCHOR PATH AT EACH P JAMS IF HEIGHT IS r 28 OR OVER 3 78 HEIGHT B 14.1AS MAX O.C. ff WIDTH IS 4 -NU C 33.475' & OVER (HEAD & SILL) '— OP84M(DLO) TYP. ELEVATION OF CASEMENT WINDOW GENERALNOTES....................I ELEVATION...._........................_._.1 GLAZING DETAILS._.-...._...�_._....1 INSTALLATION......»..........r W...._. 2 ASSEMBLY TUBE DETAILS....__.. 3 ANCHOR SPECIFICATIONS..._._... 4 ANCHOR QUANTITIES................. 4 DESIGN PRESSURES..».........._.-. 5.9 ASSEMBLY DETAILSISOM...._....... 10 // .......... ` No. 68705 * ' �pO STT �a Eg' �Ass�<?lvA1 ��C?�. Iva GLASS GLASS TYPES 4 & 6 GLASS TYPES 6 & 7 7B•NOAL 7AWL oLAsasTaC( •SXI1KrNr8 6 D1WGLANaTACK ANNEALMOi 11CAVANIACE<g�aP GLASS 30TWnD I 11/18" GLASS BITE (*-/ U- � �J GLASSS TYPE 1 GLASS TYPES 2 & 3 17.1w IS[O MAX A, SEE O.C. St1EETa AB•NOR GLASS STATIC 8/18•IAABNATHO GLASS STACK 7AYNOM. fnA898TAtX 7178•LA11ffiYATBO � cuaesSTAac j �.'1�`ANNBALEDOIASB -._._v. Y �T �,^ `�S'ANt.�AL6DOR WMA 7n8'A O.C. IW ANM yamp w USEANCHOR PATH AT EACH P JAMS IF HEIGHT IS r 28 OR OVER 3 78 HEIGHT B 14.1AS MAX O.C. ff WIDTH IS 4 -NU C 33.475' & OVER (HEAD & SILL) '— OP84M(DLO) TYP. ELEVATION OF CASEMENT WINDOW GENERALNOTES....................I ELEVATION...._........................_._.1 GLAZING DETAILS._.-...._...�_._....1 INSTALLATION......»..........r W...._. 2 ASSEMBLY TUBE DETAILS....__.. 3 ANCHOR SPECIFICATIONS..._._... 4 ANCHOR QUANTITIES................. 4 DESIGN PRESSURES..».........._.-. 5.9 ASSEMBLY DETAILSISOM...._....... 10 // .......... ` No. 68705 * ' �pO STT �a Eg' �Ass�<?lvA1 ��C?�. Iva GLASS GLASS TYPES 4 & 6 GLASS TYPES 6 & 7 7B•NOAL 7AWL oLAsasTaC( •SXI1KrNr8 6 D1WGLANaTACK ANNEALMOi 11CAVANIACE<g�aP GLASS 30TWnD I 11/18" GLASS BITE V lulida descotoalyipBeilbSce app�t� GLASS TYPES 8 & 9 r4t� CC e IS[O %Vft d try: Dots Revwmf M 87 Revised ay: Oats RaNe)an: ,/' ® Desw7 -.* Drawn ay, GLAZING DETAILS J ROSOWSKI 1070 TECHNOLOGY DRIVE TRW. Dats N. VENICE, FL 34275 CASEMENT WINDOW DETAILS - LM & SM 08!08112 P.O. BOX 1529 NOKOMIS, FL 34274 Serles/AfodeL• Seo)s S7reef: Omwtn@ No. Rev: CERT. OF AUTH. #29296 CA -740 NTS 1 OF 10 MD-CA740-LM INSTALLATION n WbdeP! Anofiu B Vhd% A S.C8O EGRESSFORMULAB: OPTION 1 INSTALLATION ANCHORS EWE DISTANT y I— EDGE DISTANCE WIDTH, WASH HINDI: WINDOW WIDTH -13.12 INSTALLATION OPTION 2 Whdax Anal How A 18,1161) INTO 2X WOOD.rmNORErE1Cnw WIDTH, EGRESS HINGE: WINDOW WIDTH - 7-112 2r - V 0 1 INSTALLATIONANCHOGS HEIGHT: WINDOW HEIGHT -B AS REQUIRED PER PER ANCHOR DIRECTLY INTO MASONRY. 10• MAX TABLE 3, SHEET 2 EMBEDMENT REQUIREMENT SUCK WIDTH T 1I INSTALLED THROUGH THE WINDOW FRAMES AT IV MAX HEIGHT: WINDOW HEIGHT - 7 ! FROM EACH SIDE OF THE FRAME ASSEMBLY TUBECENTERLINE. 82 TVP. ANCHOR " r ' 1fir MAX 18 18 .' } ATTACHED TO NT EMBEDMENT ':. ! >. VENTSI L 5 AND EDGE .a,..: 4 8 80 q DISTANCE PER e` 32 33 22 23 SUBSTRATE. SEE TABLE 3, " • 20 O 4— /1 SHEET 4. . EXTERIOR 4 ATTACHED TO FRAME JAMB ATTACHED TO r VENTJAMB L SOW B7 HEIGHT VISIBLE C.: 14 LIGHT HEIGHT (DLO) ATTACHED TO FRAME JAMB ATTACHED TO VENT JAMB M,E'.l��llr i i JAMB HARD- WARE JAMB INSTALLATION OPTION 3 VERTICAL SECTION B-13BdSTALLATION ANCHOitS THROUGH 1X BUCKBTRIP INTO MASONRY. BUCK HEIGHT 0 wAlk ai:.�r -� Tri■, DPTIONAL ADDON FLANGE 0 HEAD, SILL'S JAMm 82� LATTACHED TO VENT MLL 4 VISIBLE LIGHTVLIOTH (DLO) FOR SNUBBER REQUM M1ENT8, RFP TAM F d. RMPPT d SEE DETAIL Nom A1, BELOW 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 3, SHEET 4. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION MOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2)ALL WOOD BUCKS LEGS THAN I-12• THICK ARE TO BE CONSIDERED 1X INSTALLATIM.1X WOOD BUCKS ARE OPTIONAL UNIT MAY BE INSTALLED BILL WINDOW MIM HORIZONTAL SECTION A -A INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL, `J 012 STEEL SELF-DROAM SMB, SEE TABLE �— 3, SHEET 4. DADEAPPROVED MULLION, ALUMINUM, STEEL FRAMING OR —` STEEL STUD. EXTERIOR ,V DIRECTLY TO SUBSTRATE. WOOD BUCKS —. . — IV MAX. _ � BEE DETAIL A2 BELOW DEPICTED AS MARE 1-112" THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. I WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. MAXIMUM SHIM THICKNESS TO BE 114". 18 18 DETAIL Al `♦♦�` 1r�Y LYNN iyj�L,',i,� ............ ` * ' No. 58705 ' A P.E. ,mina AddabrmtAndow RopM oneaob Stas of" Frame Assembly Ift VATI n WbdeP! Anofiu B Vhd% A S.C8O EGRESSFORMULAB: w-aw 0 1 > WIDTH, WASH HINDI: WINDOW WIDTH -13.12 a }}a Whdax Anal How A 18,1161) NOTES: WIDTH, EGRESS HINGE: WINDOW WIDTH - 7-112 2r - V 0 1 1) WHEN INSTALLING COMAINATION UNITS, HEIGHT: WINDOW HEIGHT -B ADDITIONAL INSTALLATION VISIBLE LIGHT FORMULAS: 10• MAX ANCHORS MAY NEED TO BE WIDTH: W [NDOW WIDTH • 7 T 1I INSTALLED THROUGH THE WINDOW FRAMES AT IV MAX HEIGHT: WINDOW HEIGHT - 7 — FROM EACH SIDE OF THE FRAME ASSEMBLY TUBECENTERLINE. SEE TABLE BELOW: DIRECTLY TO SUBSTRATE. WOOD BUCKS —. . — IV MAX. _ � BEE DETAIL A2 BELOW DEPICTED AS MARE 1-112" THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. I WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. MAXIMUM SHIM THICKNESS TO BE 114". 18 18 DETAIL Al `♦♦�` 1r�Y LYNN iyj�L,',i,� ............ ` * ' No. 58705 ' A P.E. ,mina AddabrmtAndow RopM oneaob Stas of" Frame Assembly Ift VATI n WbdeP! Anofiu B Vhd% A S.C8O 1r -2z 0 w-aw 0 1 > 28'+ 1 1 a }}a Whdax Anal How A 18,1161) IF - 228' 0 0 2r - V 0 1 28T 1 1 Ute I CROSS SECTIONS & INSTALLATION I J ROSOWSKI I 1070 TECHNOLOGY DRIVE Titre: nate: N. VENICE, FL 34275 CASEMENT WINDOW DETAILS - LM & SM 08108/12 P.O. BOX 1529 NOKOMIS; FL 34274 Series/Modet B; SheeB Orowteg No. fter. CERT. OF AUTH. ®29M CA -740 NTS 2 OF 10 1 MD-CA740-LM CASEMENT (X) FOR SINGLE UNITS: 1) DETERMINE YOUR WINDOW SIZE AND GLOW. 2) KNOWING YOUR ANCHOR TYPE AND SUBSTRATE, DETERMINE YOUR ANCHOR GROUP FROM TABLE S. SHEET 4. 3) FROM SHEETS 64 FIND THE SHEET FOR YOUR GLASS TYPE, FIND THE PRODUCTS DESIGN PRESSURE FROM THE TABLE LABELED IDEWNPRESSUIM P" FOR SINGLE IMMOM, ALL ANCHOR OROUPS' 4) DIMENSIONS SHOWN ARE TIP-TO•TtP. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. CASEMENT/CASEMENT(XX) 10', SEE NOTE 7. THIS SHEET 101, SEE NOTE 7, THIS SHEET MIN.012 X r 8MS THROUGH INSTALLATION HOLES AWNING / CASEMENT/ FIXED CASEMENT (XXO FIGURE 2: 2) FROM SHEETS 69, FIS THE SHEET FOR YOUR GLASS TYPE '%lNDOWANCHORSREOf/IREW 3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED MESIGNPRESSURE (PSR FOR NONDOWB ATTACHED TOA WRACAL FRAMEASSEM/3LYTUSE' CR WSIGN (TABLE 2, SHEET 4h DETERMINE awNINo �Q THE NUMBER OF ANCHORS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY, AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY. DIMENSIONS SHOWN ARE TIP—TO—TIP. NEEDED IN THE HEAD, SILL AND WINDOW* JAMBS OF YOUR WINDOW. 6 Windom HeStri D FRAME r 8) INSTALL AS PER THE YOUR WINDOW. INSTRUCTIONS ON SHEET 2. �� A88EMBLY TUBE 2V -2W 1 0 1 204 1 740 SERIES \ WINDOW ►E FRAME ASSEMBLY, � —E TUBE / \ 740SERE $ FIXEDWWDOw / 'SEE PRODUCTS NOA FOR INSTALLATION sPEC6 . • _ I! 7.r_�! 740 BERMS AWNING W INDw FRAME A9SEM TUBE 740 SERIES CASEMENT FRAME ASSEMBLY TUBE MIN.012 X r SMS INSTALLATION HOLES 740SERIES � EXTERIOR �PRAME 740SEEIMS CASEMENT —CASEMENT740 ARIES WINDOW I I Y WINDOW \4 N\_ FIXED V CASEMENT ASEMENT HORIZONTAL SECTION C•C WINDOW FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION D.0 VERTICAL 8£ MON EWE - 1) DETERMINE EACH INDIVIDUAL WINDOW TYPE, 89E AND GLASS MAKEUP, SEE FIGURES 1 & 2, THIS SHEET. DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. 6) USING THE TABLE LABELED 2) FROM SHEETS 69, FIS THE SHEET FOR YOUR GLASS TYPE '%lNDOWANCHORSREOf/IREW 3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED MESIGNPRESSURE (PSR FOR NONDOWB ATTACHED TOA WRACAL FRAMEASSEM/3LYTUSE' CR WSIGN (TABLE 2, SHEET 4h DETERMINE PRESSURE (PSH) FOR MMOWSA7TACHED TOA HORIZONTAL FRAMEASSSWRLYTUBE' DEPENDING ON WHICH WAY THE FRAME ASSEMSLYTUBE IS ORIENTATED. THIS THE NUMBER OF ANCHORS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY, AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY. DIMENSIONS SHOWN ARE TIP—TO—TIP. NEEDED IN THE HEAD, SILL AND FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. JAMBS OF YOUR WINDOW. 6 Windom HeStri 4) USING THE TABLE LABELED 9WMDOWANCHORS RE"ED- (TABLE 2. SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE WAD. SILL AND JAMOF 8) INSTALL AS PER THE YOUR WINDOW. INSTRUCTIONS ON SHEET 2. v 6) MALL AS PER SHEET 2 AND THATHMNINSTRUCTIONS X ANCHORS ARE O BE USED THROUGH THE FRAME INTO THE FRAME ABSETHROUGH THE MBLDY TUBE (SEE DETAILS ON THIW FRAME INTO THE S SHEE4ATE MAY BE REQUIRED (SEE 1) DIMENSIONS SHOWN ARE TIP -TO -TIP DIMENSIONS FOR EACH INDIVIDUAL WINDOW. FOR SIZES NOT SHOWN, ROUND IJP O THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 2) ANY 7404IERIES PRODUCT (CASEMENT. AWNING OR FIXED CASEMENT) MAY BE ATTACHED O THE FRAME ASSEMBLY TUBE FOR ALL WINDOWS, USE THE WINDOWS NOA FOR ANCHORAGE, SIZE AND DESIGN PRESSURE LIMITATIONS, 3) ALLWINDOWS IN THE CHMBWATION UNIT MUST BE ABLE O INDIVIDUALLY COMPLY W I H THE REQUIREMENTS OF THEIR RESPECTIVE NOA. 4) FRAME ASSEMBLYTU13E O BE FASTENED TO WINDOW, AS SHOW IN DETAILS, WITH MON. 012 X r SHEET METAL SCREWS. USE THE SAME SPACING AND QUANTITY ASTHE OPPOSITE FRAME MEMBER 6) THE FRAME ASSEMBLY TUBE MAY USED WNA W F�LANGEO WINDM W IN LENGTHOR SE USED IN TEE OR CROSS CONFIGURATIONS. 0) THE FRAME ASSEMBLY TUBE 18 NOT REQUIRED TO BE CUPPED TO THE SUBSTRATE. ALL EXTERIOR JOINTS TO BE SEALED BY INSTALLER 7) FOR ALL COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS MAY NEED O BE INSTALLED THROUGH THE WINDOW FRAMES AT 10' MAX. FROM EACH SIDE OF THE FRAMEASSEM13LYTUSE CENTERLINE. SEE TABLE BELOW: A*MmW Anahme Resulted aneaah Side of Obs PrffineAsswft 'Abe AI) U. 4Vhxtow Wddlb 1 -228 Anahm A-7 B, C & 0 0 23' • 9` 0 1 Z�Oa m' 6 Windom HeStri ArbotroT A 11,0110 17' •0 v 2V -2W 1 0 1 204 1 1 4POMM44400111th@6 Florlde Idlal) Papa f tyoAN Frm>ud IV o(f QQ co � O _J LL O O WDM m � O 12 m Z Q W O LLI m 'Amit 'tom �pkp� oe Z�Oa m' 6 a oZ z v Oroup Anohar 8ubslrats Mm. Min. Mh DlEd dos Distance Embedment Anchor Pile HtWmd7 Norte 1 • s Window Anchors Required 1' 8" -114' Nc A 914, sled SIS (0 or914, 410 85 SMS s 12- max. from 1 --T-%7r— each end & 30' um. 318' Sl8 maO.C. max O.C. AM Stud, Or. 33 318" Ge. NO ih 912 sledSMS(G5) or 012,410 88 SMS S. Ping Y 1.3/8• NO T5 .050' No A under230281tH 1 B C&D A B JO&DI AndwGroo A 27314' I B C&D 30 Mftrftp A 8 C&D AfWw A 8 C&D Aaa A Grote 8 C&DI 3T Afthow A 1 B O&O C unaer2V Jamb 2 a I-wir Ies ww IRV Ies 2 AOWS—tud Or. 33 5',18 Ge. 2 2 2 S. Pine 2 2 mw Yes HmMW 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 M WIWI8' Jamb 2 2 2 2 2 2 2 a 2 2 2 2 a 2 2 2 2 2 2 2 No Hollow Black / -1 H.a ig 2 2 a 2 a z 2 2 2 2 3 2 2 3 2 3 3 3 3. 3 3 S8, Jamb 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 —4-4 He fff 2 2 2 2 2 a 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 48' Jmdt 4 4 4 4 4 4 8 4 a 4 4 8 4 4 6 4 8 HeWlS1H 2 2 2 2 2 2 2 2 2 2 i--2 9 3 2 3 3 3 3 4 3 g bnnb 4 8 4 A 8 4 4 6 4 4 6 4 6 8 4 8 B 4 8 6 4 3� HeaMill 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 Jamb 8 8 4 8 8 4 8 8 4 8 6 4 8 8 4 8 8 4 8 a 4 HaAft 2 2 2 2 2 2 2 2 2 2 3 z 3 3 2 3 3 3 3 4 3 83' Jamb 8 8 8 a 8 8 8 8 8 8 8 8 8 8 8 6 6 0 8 8 Heed1801 2 2 2 2 a 2 212 2 2 3 213 3 2 3 3 3 3 4 3 Jmib B 8 6 8 8 a 8 10 0 8 10 8 8 10 8 a t0 6 HeadfBm 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3.3 �, Jeadt B 8 8 8 B B 8 10 8 8 10 8 1. 10 8 8 10 8 Head/801 2 2 2 2 2 2 V22 2 3 2 2 3 2 3 3 3 3 3 3Jemb Hax MM 8 2 8 2 8 2 8 10 2 2 8 2 8 10 2 3 8 a 8 t0 a 9 2 Oroup Anohar 8ubslrats Mm. Min. Mh DlEd dos Distance Embedment Anchor Pile HtWmd7 Norte 1 • s Hollow Htook 1' 8" -114' Nc A 914, sled SIS (0 or914, 410 85 SMS s 12- max. from 1 --T-%7r— each end & 30' um. 318' Sl8 maO.C. max O.C. AM Stud, Or. 33 318" Ge. NO B 912 sledSMS(G5) or 012,410 88 SMS S. Ping Y 1.3/8• NO T5 .050' No Steal 318 &W-- .ISO` NO AW Stud. Or. 33 31W 5wa. No 1!4' Steed Ullmoon 2. amts 2 -IPC 2.85k Controls 1• 4' 1314' Ho Hollow Block 2-1/2' S• 14141 Ho C 912, steal SIBS (05) or912,41OSSSMB S. Phe sw 1. I-wir Ies ww IRV Ies Sled 318' 50 owwes AOWS—tud Or. 33 5',18 Ge. Yes 914, sled SMS (GS) or914, 410 86 SMS S. Pine 1' mw Yes 808tH -T6 3w Ut Yes A38 Sled SV8' e Or. 33 18 a. Yea O 1!4• sled Ultmoon 4° 13l4 Yes dow 21/2' S' 14 M FOlW Black - tr 4• Yes Or 410 SS QsteFla 31ft conorde 11 1-& No Hollow Mock 2-Vr W 1-114 IVIS' sled wtmoom 3.5k Comets 1-14 S 1 No Hollow Black / -1 Filed Stock I 2-V2' S• 1314° I No FWI= 1) ANCHOR MUST EXTEND A MFMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. 2) ANCHORS MAY BE HPJWEAD, PANHEAD OR FLATHEAD. Jamb Snubber Locations Gia88 Tyw PVS SGP MAA 1, 4 & 6) (Types 2, 3 & 89) Norte 1r max. from CA lees Rwomd each end 3G 4' ox z max O.. C. 12- max. from 12- max. from owra3• each etxi & 30' each end & 30' maO.C. max O.C. 1) USE THIS TABLE FOR ALL WINOOW8 PER THE ELEVATIONS ON SHEET 1. DIMENSIONS SHOWN ARE WINDOWTIP-TO•TIP. 2) FOR BGE$ NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. EXAMPLE 1: FOR WINDOW COMBINATION SHOWN BELOW: 7Na' ANNEALED SGP LAN. GLASS. 114' MASONRY ANCHORS INTO CONCRETE. +706 80 PSF OP REQUIRED. NO ANCHOR PLATE OASEMENTANCHORS: A) FROM TABLE 9, ANCHORS C & D ALLOW A DP OF +701.90. 8) FOR THE JAMB, FROM TABLE 3. ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. C) FROM TABLE 2, 6 ANCHORS ARE REQUIRED IN EACH JAMB. D) SIhILARLY, 2 ANCHOR$ ARE REQUIRED IN THE HEAD & SILL. SAMPLE CONFIGURATIONS: ® X X X O X X x o 0 X O x o x x x of dot O ..A P�S1 �0vy P"" P X06 P •010 E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. F) PER RULES ON SHEETS 2 & 3, INSTALL 1 ADDRIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE SIDE OF THE AWNING (HEAD & SILL). 4` RS SEPERA7E NOAkXDMCC ALLOWAOPOF+ 706831.FA FROW[ 10.8' B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHORAND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. C) FROM TABLE 28, 6 ANCHORS ARE REQUIRED IN EACH JAMS. a1' D) SIMILARLY, 3ANCHORS ARE REQUIRED IN THE HEAD & SILL. E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. 1 F) PER RULES ON SHEET 2, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE 4' SIDE OF THE FO(ED CASEMENT (HEAD & SILL) -H4'I- 1� �2W-4- 2W -j 48' ApprovedHYtolp 1411h A Flortde C ) Sl ro 04 d 0 W Q: 13,28' 4 a A ' * ' No. 58705 * CA ;f9 a at `41�: 4' ox z 13,28' .��Ty LYNN rtfl��iG T ' * ' No. 58705 * CA at `41�: 4' �aF •. STATE OF LOR%V . A LYNN M11M P.M. sz!5 vwrdm Hai m Y PP a A A � r A�glip m (3m/j T 0- 0 v l +I 1 r ;D w 0. � Z O 'a G) c ca capy a � � r � Z m _ i w D Z m1+ H o q i W. RaVaIGM ``\�. �p� •..... qy�y, raven *t rwta � z !' �y : J ROSOWSIQ 0810812 '� _ p :r 1 W P A'• Desoiptlor� fI DESIGN PRESSURES PER GLAZING TYPE 1070 TECHNOLOGY DRIVE Tft, N. vENicF FL 54275 CASEMENT WINDOW DETAILS - LM & SM '��'•• ' .ate P.O. BOX 1529 I1 IFER •..•'7¢.NOKohj9 FL 34274 seraes/aemse Sea, Dmv1rt9 �- a . CERT. of auTH. ry2929s CA -740 NTS 5 OF 10 MD-CA7404-M > C B O { v 4 v 4 i{+♦+ + + � ♦ 4 f t maeww ®�� cs+ 0 S � m yt + $a®� w a A m yy w t� C Y a� 4 m ..• �¢pp �Q�pp J��• V Q 11+ V V eeees��m� + f + ♦ .�Q � � y+ P Q a Vf��ff#�� 4pp p�y p, FO V •V Ba�yyGp yS/+� f/@�� S�{. J@Jy D Of Id � W N 0 6 S a R �^•' V 4y } + 4 + 4 > C B O { v 4 v 4 i{+♦+ + + � ♦ 4 f t maeww ®�� cs+ 0 S � m yt + $a®� w a A m yy w t� C Y Tm�dp 4 m ..• �¢pp �Q�pp J��• Q 11+ V V eeees��m� + f + ♦ � � y+ Q a Vf��ff#�� 4pp p�y p, 9 R �^•' V 4y } + 4 + 4 O 0+1 R� Q > O { v 4 v 4 i{+♦+ S � m yt + $a®� S $ f+ w t� FOR GLASS TYPES: TABLE S Approv[72)1i(r LAMI pie AN - .090" SGP - 3116 API) Wawa asaeom ytpgeAthlke Wawa la Dj0A6 WWDOW T-[] HEIGHT 1_ SEE SHEETS 1 &4 FOR WINDOW ANCHOR a LOCATIONS AND QUANTITIES. u J d �� w I f3 Z � TABLES.r W O- J LL ow. o co pif z H a Is. ¢ FRAME -7 TABLE 10. 10• MAX •--r•I AS8EM9LY T TUBE T T f WO4DOW WINDOW FRAME HEIGHT HEtt4iR LYTuag y U��x 1 J J- Q 1!- WINDOW � k' R o 10'7}M-A-X. WIpTH ANCHOR IDDITIONAL (4 IF REQ. cZaZ ANC SEE SHEETS 1 & 4 FOR WINDOW ANCHOR tq� 4 REQ, LOCATIONS AND QUANTITIES. SEE SHEET 1 i l l l / REQRANYADRTIONALANCHORS LY �� Y LYNN -- 1 WINDOwlwim. TUBE '�� SEE SHEETS 1 & 4 FOR WINDOW ANCHOR = No. 58706 LOCATIONS AND QUANTITIES SEB SHEET _ 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME A> LY -'O '. � �� 1,8 13 Inc TUBE %�0 STATE OF �(/�� '• .......... i NoreB ss ION'' TfAI �ew 1) SEED i.4 FORADDITIONALSAMPLE COHFUiURAT10NS. A LYAW +SILER. P8 2) SEE SHEET 4FOR SNUSSERREQUIRME M P.Ejasns a oaelge Preselse {fin for BGlgfe Wtrerowa, A5 Anchor c/re,�s vnrlerxl° 2b•181,6' 273'A' 30• 33-,f2' 3b' 3i' War 2V +801-tom +0130 +901-1� +90h130 +8�1� *801•,30 +80h130 28.1W18' +9061 +9x•130 +8x.130 1906130 +801.130 +90J--130 «9x.130 F Deft Pressure (psn 1R Windows Atlaciledto a Hmizonlel From As>mmby Tutee Design Pressure (psf►6x WMdowe ABache0lo a Vedhei Frees Aasemdy Tube sldav Wltih urtdm 23" 26.18116' 27.314" +9a-130 +9ai3p t�130 1901.130 +8p/-130 +x.130 1906130 +9p/ -i30 +4X16130 +130 +90tt3D *9x•130 «94.130 +84.130 261b118° +94.139 +9x•130 +801.130 +g0/•1� 194.130 1904130 +9d-130 3b° B +806130 +006130 +BdA30 +806130 +801-130 +8x•130 +80/•1 Anchor OroIM +90%130 18x-0�+9x•119x-130+806130+8x-130 174.90 Archon Oroty +7x921 Anchor Group +8061.9 Allehm Group +70!99 *90/•190 +�V•130 +001.130 +90f-130moi-11V-122b +9x•113.8 C D +Ox -130 t80V130 +�1-ice 19x-130 A 8 C&0 +801-130 *8d-1� 1gpti130 18x-130 +8� 118.4 A B Deft Pressure (psn 1R Windows Atlaciledto a Hmizonlel From As>mmby Tutee Design Pressure (psf►6x WMdowe ABache0lo a Vedhei Frees Aasemdy Tube sldav Wltih urtdm 23" 26.18116' 27.314" 30" Whdbvi Widh 3b' 37' Ancha Group Archer Orad m AIrcMu Group un4rt 23" Anchor Gtary1 261b118° 27314° Anchor Group �" A9 331/2" A9 3b° B A,C&D 37" B C&D A Anchor Oxatp C&D Anchor OroIM +7490 Anther Group 174.90 Archon Oroty +7x921 Anchor Group +7a-90 Allehm Group +70!99 Archon Group s7a-74.3 +7a90 A B C D A B C&D B A,C&D A 8 C&0 A B C&D B C&D A B C&D +701.90 11«14£723° .7490 «74.80 +7a-� +701.90 +7d-90 «7x-90 +74.90 +74.90 +7d-� +7x-88 «74.90 +7d•� +74.90 +7490 +74.90 +74.90 «74.90 r7d-90 «74.90 +70f-90 +7a90 2&18118' 383!8' +7x•� +7x90 «74-80 +70'•J1.8 «74.90 +749D r7a-90 +74-90 +7d•9D +74A1 +74.90 +7490 rld-� +74.80 r7d-90 r7d-� +74.90 «7490 +7x.90 «7490 :7d•� +7490 +70J� r7a90 +1d-90 +7490 +74.90 r749D +7d-90 +7490 +7d•� 1J490 +70690 +7440 +7d -W +749fl r70/ -9D «74.90 r7d-80 +74.90 r74-� 48" +74.731 +/-57.3 *701.90 +701.90 r/.8q.8 +7dgp +Td-� r7a•� *74.90 +7d-� r7d-87.9 +74.90 «74.80 +7d-90 rTd-90 t7d-� «74.90 r7a-� +7d-88.9 «7430 +70/90 60.8!8' +/�.3 +l-54.3 +74.90 +74.90 +681.4 +7490 «7x90 «7x90 +74.90 +T4-90 «74.88.2 +7490 +7d-� +74.90 «74.90 +74.2 x74.90 r74>� .7x•84.3 rRif•9f1 a+7011-90 +7a-�+7090+ia-90 +1.45.8 +701$47 «74.90 t/51-8 +74.81.2 «74.90 +7d•1b.9 *74.90 +74.89.8 «7470.2+74A9.3 +701-90 +74410 +7478.0 +7490 +74.76.2 +74.90 +74.90 +7a.79.2 +74.90 S.; N-43.8 +74.8D.7 +74.88.6 +/-49.3 «74.77,3 «70690 +74-723 +Td.� +70/-85.3 +668.9 r74-� +7d -78.b :74.74.9 +7490 +7d-71.8 «7490 r74-88.6 +1.87.8 +74.90 Deft Pressure (psn 1R Windows Atlaciledto a Hmizonlel From As>mmby Tutee eW sldav Wltih urtdm 23" 26.18116' 27.314" 30" 33.1/2' 3b' 37' Ancha Group Archer Orad Anchor Group AIrcMu Group Ander Group Anchor Gtary1 Anchor O�otlp Anchor Group A9 A8 A9 AN B A,C&D A B C&D A B C&D nrMer23• +7490 +74.9D 174.90 174.9D +7x921 +ia-� +7a-90 +7a -7&b +70!99 +7a90 s7a-74.3 +7a90 2b18118' r7a9D +7x-90 17x90 +74.9D +7490 t7a9D 1701.88,8 +0490 «70690 «7(9.94 r74-90 +7a•90 98319' +74.90 +7x -9D +74.90 +701.90 +74.80 +la•90 +id•� +74.8D Nd•9p r7Q19p +7x•80 +7x90 4S" +7a90 +7x•90 +7x•90 +Ta9D +791.90 +7a-14 +701 -RD 17a90 +701.90 +70190 +7a90 +7d-� 1 69.818" r7a90 +7a-80 +7a90 +7a•90 +7a90 +7a-90 +7x90 +Ta -90 +70190 +7a � +7490 +7a-90 �" +Ja99 «74-90 +74.90 r74-� +7x.80 +7x-90 +74-g0 +7x•90 +701.90 «74.89 +7d-� 63• +7a90 +70f-90 +7490 +7d9D +74-90 +7490 +7490 +7x90 +70/90 +74.80 T2° N4-� +749D +74.90 L+701-ma «74.9!1 +7d�70!907a•9+7a� +70190+7x9078" +74.90r74-80 +74.90 a+7011-90 +7a-�+7090+ia-90 +74-�74.808q" :7ag(y +701-90 +74410 +7a•90 -41 y 41 N A A ai M 0 ul4,411 It 412114 alfalfa is it 8 81+ 010 1 L r-� 0 ,tea W 41 N � � W V/ YI w Ca ca 10101 1 1 1 1 1 1 1 1I Z wry C 0 m D (�— gill „ =wa fillm ' m CA o011c, y iAi I a w HIM Rig + + + + W a 1 gill w31 $y: Oats Rewalom ............'4.Irpy.� °2 J ROSOWSKI 08/08/12 DESIGN PRESSURES PER GLAZING TYPE 9070 TECHNOLOGY DRIVE nu. e M :�2c•. �^' �� N vENicE. 34275 CASEMENT WINDOW DETAILS - LM & SM P.O. Box 1528 NOKOMIg. R. 34274��,��; goofs Sttest Omvmg Ne. R pi CERT. of RUTH. 029206 CA -740 NTS 7 OF 10 MD-CA7404 M m eeeeeeee�¢g�°� �tl��lySyByoa+�� 'O# S SSSS�SS�ii;�66 L3 �` S O�� S S 8�� p s 11:1111:110, yC, �yC�y�� ,y�,y,, ,5�,S,, C � � C ,yi,y', W g fit a mi—ag tit 1 m w�w ySy w w W�� +qOp ppO� �e2�o ro��l�b iyo e+'oy. m d0 � y� fJ N O S o � V V ! + ! f 8a�R8a�8 v b 1 w�w ySy �+qOp ppO� S 1 Plal till vt� 3 Q T Olt e 0 y 0101i �� w go : + + +ltl 0 in C, cor— p _�`y`rrt„`�� _�,��`9 .o`, ,��wll-l-.l•.•t. •l"/ /w/,'.r'2:ay;� ym -�qyy � YY SeriI' s bludet 11 Scete m i � sEs C Osm RevFdon odl—8r- Dot= J ROSOWSK08/08112 DESIGN PRESSURES PER GLAZING TYPE sism, 070 TECHNOLOGY ORNE Vft N. vENcE. FL 34275 P.O. BOX 1529 -LM$SMCASEMENT WINDOW DETAILS x NOKOWS, FL 34274 \``` -70 SeCF 10 M9wDtg-CNAo.740-LM%Nill, t\ CM. OF #Mn(; A8O uffiSS49 lilt 4 1SS mm+ , H..s�+55..g gK y v ia ® 5sYO! WWW A�V8mSmb VgVyy�* 4t+11 MINOR,, SSO WM H..s�+55..g gK y v ia ® 5sYO! +♦v+ + * v vvjjVf WM dwv He gK y v TAW C 4T - FOR GLASS TYPES: 8) 7/8" LAMI. IG: (3/18" AN -1/4" AIR - 3/18" AN -.09(r SGP - 3/18" AP 8) 7/8" LAMI. IG: (3116"T -1/4" AIR - 3/18" AN - .090" SGP - 3/18" AN) T-[] WINDOW HEIGHT WIDTH �- SEE SHEETS 1 & 4 FOR WINIDOWANCHOR LOCATIONS AND QUANTITIES. TABLE 1& a Deal" Preeeure (04 tDr Single WWW, AD Anolwr Groups W1d"WWbBh e umter 23• 2s wu r 77314' w 33-irr v 37• uader23' +W-130 4941-130 +1101-730 +SOM30 +90%130 +901-130 +80/•130 �' 28.18118' +901-130 +000-130 +801-130 +W-130 +90/•13D +801.130 +907.130 Aaohor Grow 38319' +901.130 +801-13D +W-130 +91-130 +80!430 +004t.130 +801-130 48' +901.130 *80/-130 4(10/•130 +907-130 +801.130 +801.130 490,1130 6 +701 7&5 !10.8!8` +90%130 +8 -130 +W -m +801.130 +901-130 +x-130 +901-130 +70fa 86 480/-130 +8811-130 +8W-130 +801.130 +90!-130 +x/-130 480/-130 +yW w 83' +=430 0106 130 +-130 9W +8W.130 +90/.1 +9.130 +901.130 +701.90 72' +901.130 +80-130 +801-130 +901930 4901 930 +fit 124.9 4901-11&7 +7;-90 78' 490%130 0!01.130 +901-1 +�-1� +BW72&2 +901-918.7 +801-109.8 1. 8 +701.90 84' +9W-730 +901-130 4901-130 +86130 +9(V.11&0 A +701-90 B +70.90 FOR GLASS TYPES: 8) 7/8" LAMI. IG: (3/18" AN -1/4" AIR - 3/18" AN -.09(r SGP - 3/18" AP 8) 7/8" LAMI. IG: (3116"T -1/4" AIR - 3/18" AN - .090" SGP - 3/18" AN) T-[] WINDOW HEIGHT WIDTH �- SEE SHEETS 1 & 4 FOR WINIDOWANCHOR LOCATIONS AND QUANTITIES. TABLE 1& Dealt) Pressure WQ for VAndowa Alleehed to a HodzmW Fmnm Assmobly Tube e Window leader 73' 28.18115" 27.3!4' 30` 33.1/2" �' Design Presaom (ps8for Windows Alta bbd to 9 Vertical Frame Assembly Tube 37° Anolm Group Anoha Grew Anchor Group Aaohor Grow Andw Group Amina Grew Anew Grew AnalwGroup Windmr Widh AO +7690 AD +7W4D AS +7W40 AS +70140 8 +701421 A,C&D +701.90 A +7W -SD 6 +701 7&5 C&D +701.80 A +701.90 m C&D +76.90 under 23° 2816116' +701-M 2&15/18° +70fa 27.3)4' +70140 3V33112" +7W-88.8 +70141! +7W-90 +70144 35' +yW w 37° +70140 +701.80 +701 +70140 Anchor Group +70140 +701.90 Anchor Croup +7690 A Grew +7W-90 Anchor Group Andra Orap +7;-90 Anehor Croup Q*M An" Grew +701.00 +70140 A under 23' +701-9 1. 8 +701.90 C +701.90 D +701.90 A +701.90 8 +701.90 C&D +7W40 8 A,C&D +701.99 +76.90 A +701-90 B +70.90 C&D +701.90 A +TW -90 8 +701.90 C&0 +74.90 8 +70140 C&D +701.90 A +70140 B +701.90 C&D +701.90 +70140 2815118" +701.9 +701.98 +70190 +701.90 +701.9 +70090 +769 +70190 #7040 +70190 +76-9 +7069 +76.9 +70140 +76.90 +70190 +701-90 +701 +701.90 +70140 +769 38 -SW +70190 +701.71.8 +70190 +MAD +701.81 +701.50 +70140 +701-90 +70.80 +70190 474.80 4701-9 +7690 470f90 +7690 +701.90 +M -SD +701-90 +701-90 +70190 +70140 48' +701.731 +1-57.3 +76.90 +70190 +1.84.8 +7W90 +70190 +70190 +7640 +701.9 +iW-87.8 +M90 x7690 +70/90 +76.90 +7W90 +70190 +701.90 +76.8.9 +70140 +70140 80.818° 049.3 +1.54.3 +70190 +7680 +781.4 +70190 +701-91 +701-90 +76-W +701.90 +M43.2 +701.90 +76.0 +701.0 +769D +7019/9.2 +7W4D +70190 +7W.84.3 +70190 8o" +1.58.5 Was 7701447 +7;4D 0-51.8 +7641.2 +70141 +76.75.9 +76 -!XI +701.89.8 +701.70.2 +70196 +7680.3 +701.78.8 +769D +701.752 +70690 +701.90 +76-71.2 +701-91 +70190.7 r +7699.5 +149.3 1x76.77.3 +701901 +76.723 I +7690 +7684.3 0.80.9 1 +769X1 +7W.7&5 1 +701.74.9 1 -;-;-tx701.71.8+701.90 +7;.888 1197.8 +701 90 TAM a 4& 1) � SHEET 4 F'ORADDITIONALSAMPLE CONFIGURATIONS. 2) SIS, SHEET 4 FOR SNUBBER RE LMEA"N. WINDOW FRAME HEIGHT ASSEMBLY TUBE 10' MAX. ADDITIONAL ANCHOR WINDOW WIDTH SEE SHEET81 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTmES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASS MBLY TUBE. 10' MAX. T WINDOW HEIGHT i [] WI DTF=t If SEE SHEET$ 7 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTInE3. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE AlV da d u CP1YHeStlh &IP Data IyGA0 04 rot D de g LU oay r r J10 ea aLL 0 CD LU g � Q o ..z .� gv�.sw X10 m Z {3 Iaa o a:Y Ilill / VNN ft t No. 58708 STATE OF O .FCORIOP•'U�� 9/0NS Al- le A. LYPW MWEtL P.E Dealt) Pressure WQ for VAndowa Alleehed to a HodzmW Fmnm Assmobly Tube e Window leader 73' 28.18115" 27.3!4' 30` 33.1/2" �' 37° Anolm Group Anoha Grew Anchor Group Aaohor Grow Andw Group Amina Grew Anew Grew AnalwGroup under 23' AO +7690 AD +7W4D AS +7W40 AS +70140 8 +701421 A,C&D +701.90 A +7W -SD 6 +701 7&5 C&D +701.80 A +701.90 6 +701.74.3 C&D +76.90 2816116' +701-M +70140 +70fa +769 +70140 +701.90 +7W-88.8 +70141! +7W-90 +70144 +74f4D +yW w WSW +70140 +701.80 +701 +70140 +70140 +70140 +701.90 +7690 +7690 +7680 +7W-90 +701.90 48' +7;-90 +701.90 Q*M I +7W40 +701.00 +70140 +M40 +70190 +701 +70190 +70/40 +70140 Swo +70140 +70140 +70/40 +70190 +70140 +7690 +70140 +7;40 +769(1 +70140 +70140 +70140 Bo' +70140 +7690 +7680 +7W40 +7(V40 +701.90 +70140 +7690 +701.90 +7690 +7W-90 I +7690 83' +70140 +70140 +70140 +769 +70140 +70140 +7W40 +7;-90 +70140 +70140 +701-90 +M -W 72' +70140 +70140 +769 +7W40 +7640 +7W40 +7690 +70140 +7069 +70140 +70140 +70140 78' +70140 +7W40 +70140 +M.80 +7(V.9 +70140 +701.90 t' wo +7680 +70140 +7;-20 +70140 84 +70140 +70140 +70140 +7680 +70140 +7W-90 1) � SHEET 4 F'ORADDITIONALSAMPLE CONFIGURATIONS. 2) SIS, SHEET 4 FOR SNUBBER RE LMEA"N. WINDOW FRAME HEIGHT ASSEMBLY TUBE 10' MAX. ADDITIONAL ANCHOR WINDOW WIDTH SEE SHEET81 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTmES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASS MBLY TUBE. 10' MAX. T WINDOW HEIGHT i [] WI DTF=t If SEE SHEET$ 7 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTInE3. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE AlV da d u CP1YHeStlh &IP Data IyGA0 04 rot D de g LU oay r r J10 ea aLL 0 CD LU g � Q o ..z .� gv�.sw X10 m Z {3 Iaa o a:Y Ilill / VNN ft t No. 58708 STATE OF O .FCORIOP•'U�� 9/0NS Al- le A. LYPW MWEtL P.E Rom 1 -M,—# # 7002 Dewd on Main Frame Head, SM & Jamb Material 81183.78 Alum. 2 7071 Anchor Plate W93-TOAhm1. 3 7003 Sash Top, Bottom & Side Rail SKO-T0 Akm1. 4 7008 Frame Comer Key stat 5 7009 Sash tomer Key Steil 6 7078 Frahm Gasket Vinyl Foam 7 7072 Sall Corner Gasket Vinyl Foam 8 7070 Bulb Weetherstrip.1fir x.275" Flux PVC 70 10 7024 Maxim Muld-Point lock stew 11 7026 Lock Support Plate sled 12 7014Witt-Lock Keeper Sled 13 7013 Tle Bar Gu Me Nylon 14 7015 ITte BarAssembly steel or a8 15 7028 Maxim Dyad Operator, WWa,241 Steel 16 7027 Maxim Dual Arm Operator, WWa24" steel 17 7080 OperatarGulust "I Foam 18 7031 Operator Bacldrg Plate steel 19 7051 OperatorSpacer Block Nylw 20 7032 Stud Bracket sled 21 7033 100emtorTmck & Slider Dual Arm &ed 22 7029 Egmss Hin a He Manuf. by Truth Sted 23 7050 Egress Hl le HD Msnuf. Fruth Sted 24 Snubber And -blowout CUP steel 31 Dura Seal Spacer stew 32 1713 Setting Block b/32"x 16°x1 4° EPDM 33 1714 Lqft Black 5132"x 7116F x 1-1/4" EPDM 35 7036 Lam! Bead 8 6083-TSAIum. 36 7042 Lem! Bead C 808;1 -TB Alum. 37 7059 Lamt Bead D 6003-78Atom. 38 1224 I Bulb Ws(Thick) Flea PVC 70 39 1225 Vinyl Bulb Ws In Flex PVC 70 SO Dow 899 Silicon Baddseddin W 7006 Screen Frame 3105-H14 Alum 61 7040 Screen Comer Potypropd_ 62 Screen Cloth Fiberglass 63 1 1635 Screen Spline EM. PVC 64 320 Screen Sp ylnff Sleinlese Steel 70 1% Add-on Flanp 8083.78 Alum. 71 7004 Frame Ass Tube 0083 -TB Alum. 80 118.32 % 2" Ph. Pn. Mach. Scr7YPE B Stainless Sted 81 1157 08 x 1/2" Ph. Pn. Suis stainless steel 82 98 x 8" FI. Ph. SNS Otwnlese Stew 83 98 x 7/8" FI. Ph. SMS Siainlese steel 84 #8x i" FI. Ph. TEK &dntess Stew 85 1 98 x 1" Clued Pn SMS GU*9888 Steil 86 #8 x 1-1/2" Quad Pn SMS 8teinieas Steel 87 #30x 1/2" Ph. Pnj TEK $MAI ss steel 89 #10 24x 9 16" Ph. Pn. TYPE F stainless steel 90 #12x i° Ph. Pn. TEK I Stardese Steel ASSEMBLY DETAILS ALL DETAILS SHOWN FROM THE INTERIOR At 7 SASH LYNN N0.68706 O STATE OF i� P� .• FlORt9P. At_ a in44il P.E.068108 .oma' NOM. 4-314° 2.018° T A39' I 0w NOM. 9.189" �_ 2.784' 2.138' 1 FRAME HEAD. SILL & JAMB #7002, 6063-T6 IL�4 - Mr T 2 ANCHOR PLATE #7071,6003 -To 7 Aar .08' AV 35 BMS #7036,6063 -TO .972' 670'. Atm 37 BEAD D #7059, 6()MT6 3 SASH TOP. BOTTOM & SIDE #7003, W63 -T8 -owl--97- aw .423' FIXED OSCREEN FRAME #7006, 8003-T6 089 .888' 7 38 BEAD C 97042,6063 -TO Revised W. Dote: Revbfwr ® BO AND CORNER VIEWS r- 22W 7O ADDON FLANGE #134,6063 -TO 49PwW-rne *In with We Roma BUM C e Dna X0A# M de t by J ROSOWSKI 1070 TECHNOLOGY DRIVE Taw Oats: N. VENICE, FL 34275 CASEMENT WINDOW DETAILS - LM & SM 08/08/12 P.O. BOX 1529 NOKOWS, FL 34274 Serine Etodek Seote:Oro" No. Rev CERT. OF AM #29296 CA -740 NTS 10 OF 10 MD-CA740-LM �-►I 1.124• �•+- .928" 2.701• .082" 71 .oe3° FRAME ASSEMBLY TUBE #7004, 6063-T8 r- 22W 7O ADDON FLANGE #134,6063 -TO 49PwW-rne *In with We Roma BUM C e Dna X0A# M de t by J ROSOWSKI 1070 TECHNOLOGY DRIVE Taw Oats: N. VENICE, FL 34275 CASEMENT WINDOW DETAILS - LM & SM 08/08/12 P.O. BOX 1529 NOKOWS, FL 34274 Serine Etodek Seote:Oro" No. Rev CERT. OF AM #29296 CA -740 NTS 10 OF 10 MD-CA740-LM MiAMk-DADS CQUNTy, FLORIDA M • _ PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 2e Street, Room 208 AFFAIRS (PERA) Miami, Florida 331752474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2509 NO'T'ICE OF ACCEPTANCE (NOA) mW .miaru1dede uav/bora/ 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 AW may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "M-710" Aluminum Horizontal Sliding Window - LM. 4 APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 1 I of 11, dated 02128/2006 with the latest revision "E" dated 10/17/2011, prepared by PGT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami Dade County Product Control Section. N1[ISSHx IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacture'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. TAT]ION 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. NOA No. 11-1114.04 .� WC Expiration Date: December 21, 2016 Approval Date: February 16, 2012 Page 1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA -'s No.'s 07--0815.09 and 06-0405.06) 2. Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through I1 of 11, dated 02/28/2006 with the latest revision "E" dated 10/17/2011, prepared by PGT Industries, Inc., dated 02/01/2012, signed and sealed by 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 07/1812007, 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. YM -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 105, 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 POT 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 "Satlex 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, dazed 10/25/11, signed and sealed by Anthony Lynn Miller, P. E. 3. Letter of Adoption of as has 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 06129/2011, signed and sealed by Robert L. Clark, P. E. (Submitted under previous NOA No. 11--0630.t12) S. Laboratory compliance letter for Test Report No. FTI -5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NDA No. 07- 0815.09) .mime D. Gascon, P. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 E-2 PGT Industria. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUMMED F S'T'ATEMENTS (CONTINUED) 6. Laboratory compliance letter for Test Reports No.'s Mr -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 I. Notice of Acceptance No. 11-0630.02, issued to PGT Industries, Inc. for their Series "HR 710 Aluminum Horizontal. Roller Window — L.M.I.", approved on 08/18J2011 and expiring on 12/21/2016. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: Deminber 21, 2016 Approval Date: February 16, 2012 E-3 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2). FOR INSTALLATION ABOVE 30 FT, GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP. A. 6/18" LANA CONSISTING OF (2) UTES OF 1/8" ANNEALED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXACEEPSAFE MAXIMUM PVS INTERLAYER. B. 618° LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1N" HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER C. 8/18° LAMI CONSISTING OF (2) LITES OF 118° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLMWMPSAFE MAXIMUM PVS INTERLAYER 0.7118° LAMI CONSISTING OF (2) LITES OF 3116" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER E. 718° LAMI CONSISTING OF (1) LITE OF 3/1 W ANNEALED GLASS AND (1) LITE OF 3118" HEAT STRENGTHENED GLASS WITH AN .01D DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER F. 7M6" LAMI CONSISTING OF (2) LITES OF 3M8"HEAT STRENGTHENED GLASS WITH AN .OBI DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER G.13f18" LAMI IG: (1) LITE OF 1/8" OR 3/18" ANNEALED (MIN.) GLASS, 6/16" OR 318" AIR SPACE AND 6118° LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPBAFE MAXIMUM PVS INTERLAYER H.13M8" LAMI IG: (1) LITE OF 118" OR 3118" ANNEALED (MIN.) GLASS, 6118" OR 3/8" AIR SPACE AND 8118" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF V8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. I. 13/16" LAMI 10: (1) LITE OF 1/8" OR 3/18" ANNEALED (MIN.) GLASS, 8116" OR 3181 AIR SPACE AND 6/161 LAMI CONSISTING OF (2) LITES OF 118" HEAT STRENGTHENED GLASS WITH AN .OBI DUPONT BUTACITE OR SAFLEXIM PSAFE MAXIMUM PVB INTERLAYER J. 1311W LAMI IG: (1) LITE OF 118" OR 3116" ANNEALED (MIN.).GLASS, 3MW OR 114" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3flW ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAM MAXIMUM PVB INTERLAYER. K.13M6" LAMI IG: (1) LITE OF 118" OR 3118" ANNEALED (MIN.) GLASS, 3/16" OR 114" AIR SPACE AND MW LAMI COVSLSTING OF (1) LTTE OF 3M6" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXAMPSAFE MAXIMUM PVB INTERLAYER L 13118" LAMI IG: (1) LITE OF 1/8" OR 3118" ANNEALED (MIN.) GLASS, 3/18" OR 114" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3M8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEP8AFE MAXIMUM PVS INTERLAYER 2. CONFIGURATIONS: OX XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 4. ANCHORAGE: THE 33 117/a STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. S. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL-4888, FTL-4869 AND FTL-i. EL.CO TEXTRON NOA:04-MI.01, 03.0226.06 ANSI/AF&PA NDS -2006 FOR WOOD CONSTRUCTION ADM -2006 ALUMINUM DESIGN MANUAL B. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 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 QUAN71TY REMAIN UNCHANGED. P.O. BQX 7G2B NOKOb1I8. FL 34274 Im m I AfMI I a 11 1 4127-10 NOA DRAWING MAP 6YNN ...... it No.687O5 CA-iloa` Itz PL A L49 1 Lam. PE Rumm SHEET GENERAL NOTES .......... 1 GLAZING DETAILS ...... ..... 2 DESIGN PRESSURES....». 3 ELEVATIONS ......... _... »..... 4 VERT. SECTIONS ............. 6 HORG. SECTIONS»»..».... 6 PARTS UST .................... 8 EXTRUSIONS......._--.. 7 CORNER DETAIL.„......... 5 ANCHORAGE—.____ 8.11 6YNN ...... it No.687O5 CA-iloa` Itz PL A L49 1 Lam. PE Rumm 1/2" NOM. .r NOM. C] EXTERIOR INTERIOR GLASS BITE GLASS BITE (ALL SECTIONS) --7 &-ij 1-7 60,81,82 1 i�118° ANNEALED OR HEAT STRENGTHENED GLASS .080 SOLUTIA OR DUPONT PVB INTERLAYER 1!B" ANNEALED OR HEAT STRENGTHENED GLASS 6mr NOM. 5/160 LAMINATED GLASS 1f2" NOM. GLASS BITE 66,67,68,69,70,71 ��IN ANNEALED OR HEAT STRENGTHENED GLASS 060 SOLUTIA OR DUPONT PVB INTERLAYER 118" ANNEALED OR HEAT STRENGTHENED GLASS 6M6"LAMINATED 6118" OR 3/8" AIR SPACE 118" OR 3118° ANNEALED OR TEMPERED GLASS Qp 13/18" NOM. 1.3/16° LAMI IG GLASS W/ 5/160 LAMI 3118" ANNEALED OR HEAT STRENGTHENED GLASS 680 SOLUTIA OR DUPONT PVB INTERLAYER 3118° ANNEALED OR HEAT STRENGTHENED GLASS 7/18" LAMINATED 7/16° LAMINATED GLASS 112° NOM. GLASS BRE f J72,73,74,75,76,77 3M8" ANNEALED OR HEAT STRENGTHENED GLASS .0 SOLUTIA OR DUPONT PVS INTERLAYER 3/18" ANNEALED OR HEAT STRENGTHENED GLASS 7118" LAMINATED 3118" OR 114" AIR SPACE IN or 3118" ANNEALED OR TEMPERED GLASS ©D 1:118" NOM. 13/16" LAMI IG GLASS W/ 7/1W LAMI QFOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.O. GLASS CAP. BOTH THE OP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. NOKOMIS. FL34276 P.O. BQX 9SIS NOKOA4IS, PL 34274 ► stc AN 1 2 - 19 ! 4927-10 PRODUCE ARVAW cmD1Yma wftn um FlarWo n m allo Llr-.W Aid P." TABLE 1. XOX (114,112,114) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" 36" 38 3l8" 46" 60 6/8" W. 80" 63" FOR INSTALLATION IN THE HVHZ ABOVE 30 FT.TYPES G- PT ALL HAVE � HAVE a TEMPERED I.G. GLASS SND AA�NCIioR E DP QUANTITY REMAIN 84" A,B,G,H +60.0 -0.0 +60.0 -80.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +80.0 -60.0 +60.0 -60.0 +80.0 -60.0 96" A,B,G,H +60.0 -60.0 +60.0 .60.0 +60.0 •80.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.8 -58.8 +56.2 -56.2 1063/8" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +66.2 •55.2 +52.3 -52.3 108" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 440.0 -60.0 +80.0 -60.0 +54.6 -54.6 +51.7 -61.7 111" A,B,G,H +60.0 .60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -80.0 F60.0 -80.0 +59.5 59.6 +53.8 -53.6 +60.9 -50.9 UP TO 111" C,1 +60.0 -80.0 UPT0111" D,E,F, JAL +75.0 -75.0 UNCHANGED. TABLE 2. XOX (113,113,113) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W1 SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE ALL HEIGHTS UP TO 63" TOB67116" ABC, G,H,I TO 86 7116" D,E,F, J,K,L TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" 36" 38 3/8" 48" 60 618" W. 60" 63" 60" A,B,G,H +75.0 75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -76.0 +76.0 -76.0 +75.0 -75.0 +75.0 75.0 +75.0 -75.0 66" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +74.2 -74.2 +70.2 -70.2 72" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +69.6 •69.6 +65.2 -65.2 74" A,B,G,H +75.0 -75.0 +75.0 -76.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -76.0 +68.1 -88.1 +63.8 -63.8 EVMW aR�� itw� LiutiA+ttgtode �'OCBp�"`�N° F , +75.0 -75.0 UP TO 74" IJ K, ,J K' , L - GLASS TYPES: TEST REPORT FTL4868 00Q, FTL-4859 (OX & XO) AND FTL-5330 rA. 5/16" LAMI - (1/8" A, .090,1/8" A) G. 13/16" LAMI IG-1/8" OR 3/16"A (MIN.), 5/16" OR 318" AIR SPACE, 6116" LAMI - (118"A, .090,118"A) B. 5118" LAME - (1/8" A. .090,118" HS) H. 13/18" LAMI IG-1/8" OR VIM (MIN.), 5116" OR 3/8" AIR SPACE, 5118" LAMI - (1/8"A, .090,1/8"HS) %� C. 5/16" LAMI - (1/8" HS, .090,1/8" HS) I. 13116" LAME IG-1/8" OR 3/18"A (MIN.), 5/16" OR 3/8" AiR SPACE, 5/18" LAMI - (1/8"HS, .090,1/8"HS) D. 7118" LAME - (3/18" A, .090, 3/16" A) J. 13/18" LAMI IG-118" OR 3/18"A (MW.), 3116" OR 1/4" SPACE, 7/16" LAMI - (3/16"A, .090, 3/16"A) `.1��00� E. 7/16" LAMI - (3/16" A, .090, 3/18" HS) K. 13/16" LAMI IG-1/8" OR 3/18"A (MIN.), 3116" OR 1/4" SPACE, 7/16" LAMI - (3/1("A, .090, 3/16"HS) _ k N°•58703 F. 7/16" LAMI - (3/16" HS, .090, 3116" HS) jL 13/18" LAMI IG-1/8" OR 3/16"A (MIN.), 3/16" OR 1/4" SPACE, 7116" LAMI - (3/1("HS, .090, 3/18"HS)mmax STATEbF i .� ' •.fuwfw FLORID. �'i2` ; p '• P . �''��SSIONA4• �'C`��` am .LJ. INYBt E NOCHANwTm8&,mr TECHNOLOGY MM NOKOM ,FL34M DES/ON PRES3URE'3 nAu ALUM. HORIZONTAL ROLLER WIAIDOW, IMPACT rAwaxMO JA VMI D A0M1GCAP?O8E7E vmw +mrNO7E RK 4H807 C AdDBJlEORAL fW 0f? ON8 UPDA7EA87ME 139MDPe PA. BQX 1828 NOKOMM FL 347!4 A L 4 b.E We Omr Vtarbiy gamer Hv°1°�° a a."m P.K 20J-! �1M/oa to ata IVIS 8 � t i 4127-t0 E 67 3v MAX DLO ALL FDIED LIM 63° MAX. FLANGE FRAME ALL �. CONFIO. DLO AMAX. LL VENTS 82° MAX I.F. FRAME ALL CONFIG. 7H6° MAX. WIDTH I.F. 7/16" MAX WIDTH FLANGE FRAME DETAIL C- XOX (1/3-1/3-1/3) NOTE: 1. SEE SHEET 6 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. SEALANT OR GASKET SAT HEAD AND SILL F. FRAME f -i D D v 13 FLANGE FRAME LYNN r� C 73° MAX. WIDTH I.F. FRAME --+� VIEW D -D 74° MAX WIDTH FLANGE FRAME :7 *' 14. 65705 (FRAME CORNER CONSTRUCTION) DETAIL A - OX OR XO --' JX �bF ., atoa�gP•G�`` .t.L fOF79Hf E NDcm4uwTmsmiwrca ,mo,Eca+NaoorMve ELEVATIONSM +� ALUM. HORIZONTAL ROLLER W/ND(JW IMPACT ►R at0/ff D Q1/AAf0E7f SHEET a=OMW.FL34= own '�ss'/ONAL RK 4'1&W c P.aegx,s� FLsaris tryBeme. a shiom P.r. —in arc =w mwarotconns tomato NTS 4 - 11 4129-10 F. P MAX. HEIGHT FLANGE FRAME MAX. VENT DLO MAX. FDCED DLO INTERIOR MAX. VENT DLO MAX. FIXED DLO MAX VE(T DLO MAX. WIDTH (FLANGE FRAME) EXTERIOR 19 SECTION B -B (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) `J SECTION C -C (VERTICAL SECTION, FLANGE FRAME) �+ MAX. FUMD DLO ----4 � — MAX. VENT DLO MAX. WIDTH O.F. FRAME) EXTERIOR SECTION A -A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) [Lll4:. Kil SILL SECTION, I.F. FRAME) NOKOMIS, FL 3478 1 P.O. Bt�K NOKOA FL 34274 EXTERIOI HEAD (VERTICAL SECTION, I.F. FRAME) Hurn I H01 S -111 4127--10 ` * No.58705 * ' �-o a i�O '• STA £OF A LYNpI Nil RE. p"mm X3/4 ffltil7iir�l 6063 -TS AL 6063-T6 AL KIT I 6063-TSAL 1 644702 6063-T5 AL 1 64222 KIT I 6063-T5 AL 1 6985 4.mcrm my ORWE tMOM. 8.34278 P.a �rx,Sm NOKO7�, FL84174 PC®N DWG# It 14 1 41341 IGASIW FOR MAINFRAME! 15 1155 lfJ8X 1.000 QUAD PN. SMS 16 4110 G ISCRIMADAPrOR 17 4054 B FIXEDMEETINORAIL 19 4066 WSTP .187 X 230, FIN SEAL 21 4105 SASH TOP & BOTTOM RAIL 22 1683 WSTP, 250 X.270 IBAE FIN 23 225-1 ROUMHOUSING& GUIDE 24 226 BRASS ROI LER WHEELS 29 4128 IHORZONTALROLLERSASH 32 4006 D SASHMEEMORAU, 33 1235 WSTP.,.170 X 270 BACK, FIN; 35 1006 SWEEPLATCH 36 1016 #8 X.625 PR FI.. SMS 37 41M SASHSIDERAIL 38 1683 WSTP. X 27<!BACK,FIN; 39 7070 iBULBWEATHERSTIUP.IVX 40 LIFT RAIL COVER CAP 41 4139 LF. FRAMEHEAD 42 4140 LF. FRAME SILL 43 4141 I.F. FRAME JAMB so GLAZINGSILl Dow 899 51 ININYLGLAZINGBEAD BULB I 52 1225 VJNYLGIAZINGBEADBULB I 33 4039 B GAZING BEAD -5/16" 54 4044 B GLAZMBEAD-5/16" W/CiRII SS 4222 A GLAZINGBEAD-7/16" 56 985 C GLAZINGBEAD-7/16" W/C3RD 59 4067 1 IGLAZINGBEAD-13/16" 60 GLASS5/11PIAMI(vr A .090 PVB I/8" A 61 " 5/16" LAMI 1/8- A .090PVB 1/8" H 62 - 5/16" LAMI QIV HS, .090 PVB, I/r I 63 " 7/16" LAVH 3/16" A_090 PVB, 3116- 64 " 7/16" LAMI 3/16" A,.090 3/16" ffltil7iir�l 6063 -TS AL 6063-T6 AL KIT I 6063-TSAL 1 644702 6063-T5 AL 1 64222 KIT I 6063-T5 AL 1 6985 4.mcrm my ORWE tMOM. 8.34278 P.a �rx,Sm NOKO7�, FL84174 PC®N DWG# It DISCRR''PION 1 MAT'L PGT# 66 GLASS. 13/16" LAMI IG•1/8"A 3WAIR SPAgl Si16- LAMI I/8"A .O9DPVB,1/8"A 67 13/16" LAMI iGI/VA 318" AER SPA 5/16" LAMI 1/VA JIB PVB 1/8 -HS 68 - 13/16" LAM[ IG USPS 3/S- AIRSPA 5/16" LAMI 1/8"HS .090 P V8"HS 69 - 13/16" LAMI IG3/16"A EQ. 5/16" AIR SPA 5/1b° LAMI 1/8"A .090 1/8"A 70 - 13/16" LAMII03/I6"A 5/16" AIRSPA 5/16" LAMI I/VA .090 1/8- 71 - 13/16" LAMIIG•3/16"A 5/16" AIRSPACE, 5/16- IAMI l/8-HS,.090 PVB,1/VES 72 - 13/16- IAMI 1G•1/8"A 1N, 1/4- AIR SPA 7/16- LAMI /16"A .090 PVA 3/16-A 73 - 13116" LAMI IOI/8"A (MIN.1 IW AIR SPACE, 7/16- LAM1 3/16-A .090 PVB, 3/16-H 74 " 13116- LAMI ICi IIIA 1N. 1/4- AIR SPACE, 7/16" LAMI 16"HS .090 PVB, 3/16 -HS 75 13/16- LAMIIO.3116"A OW.1 3/16" AIRSPACE, 7/1G' LAW CM60A,.090 M 3/16"A 76 - 13116- LAW 10,3/16"A 1, 3116- AIR SPA 7/16- LAW (3/1&A,.090 M 3116 -HS 77 - I IYIW 1AMI1&3/16"A (MM 3116- AIR SPA 7/16-LAMI 3/16"113 .090 3/16 -HS 90 1014 ISCREEN FRAME LHOR. & VER 3105-1114 AL 91 1630 SCREEN CORNERKEYWAUNGS POLYPROP. 92 1631 SCREEN CORNERKEYW/OUTRING3 POLYPROP. 93 1073 SCREEN SPR[NG ST.ST. 94 1624 SCREEN SPLWB-.135 DIA. FOAM EM PVC 95 1635 SCREEN SPLINE -.135 DIA. HARD EM PVC 96 -r -SCREEN CLOTH eI 2.710 2. .08'1 49 I.F. FRAME HEAD #4139,3-T6 PRwucrmtsSD 2714 as ft Celt ham Fta ridu 7L 4. 1. 888 .002 3.162 .082 43 I.F. FRAME JAMB r 'r 04141, 8083-T8 ��Nv L'YN'N.!Z1/! L2.710—j* • No. 68705 42 I.F. FRAME SILL r"lOF-' #4140,8083-T80 '., STAT �l/: PARTS LIST i • FCORIOp•' \1-• ALLIA4 HORIZONTAL ROLLER IMNDOW IMPACT/ONA1- Bear t@t740 N78 B "� 11 4127--10 E ALYM4iA�LLLER PE P.E@887� .082 1 73 ]113 L2710—�►I O FLANGE FRAME HEAD 94102A,S083-TS j —+—am .490 T-1-1.461-1 1 SASH STOP #4028, 00S3 -T5 062 1.'(22 �--2774 O FLANGE FRAME SILL #4135, 8083.78 .081 .437 T- .481 O HORIZ. ROLLER TRACK #4131, SOS3.76 21 SASH TOP & BOTTOM RAIL 32 SASH MTG. RAIL #4133, 5083.76 #4006D, 8083H&TS .050-09%— .078 n GLAZING BEAD, 5/16" �� JJ #40448, 6003-T0 (USED Wt GRILL KM n6o 55 GLAZING BEAD 7/16" #42M 6083-1155 P.ae4x+oaa Noxoeam,A.� - —►{ 1.187 I•�-- •062 3.490 a �—j FRAME SILL ADAPTER 04137,6063 -TO 1.(87 .082 17 FIXED MEETING RAIL #4060, 8083HD-TS 37 SASH SIDE RAIL 04128, 6063-T8 _ i .678 GLAZING 1.918 O GLAZING BEAD. 7116" #886C,0083•TS (USED W/ GRILL KIT) O SASH STOP COVER 114083,8083 -TB T— .012 I+--2784 f 1.383 1 .012 13 FLANGE FRAME JAMB #4002A,808346 UL 878 1.m -i- 53 GLAZING B 5/16" #4039B3 W83 -TS T-f� �1 1.097 58 GLAZING BEAD, 13/16" #4087,0063-T6 ALUM. HORIZONTAL ROLLER W AIDOW. IMPACT I fwfo I Hoff I 7 d 11 1 4127-10 _ Fw& ' p� Deo u'ett:u�rol"� �,�tltllll/i/ LYNN -�. �. sTa4 � •.tv�: �''SS�aNAL 0�`�� A LUMUR P.E. P.E.00M GLASS TYPES A B,C,G,H,1 GLASS TYPES D.E,F,JX.L ANCHOR TYPE 2,3, WOOD1 2, CONC 1 1, CONC 1 2,4 WOOD 1 2, co—No-7 1, CONC WINDOW SIZE HEAD & SILL.1 HEAD & SILL HEAD & SILL' W -V & SILL � HEAD & SILL � HEAD & SILL V 63.125 x 38.376 1+C2+1+C2+1 2 1+C2+1+C+•1 2 1+C2+1+C2+1 2 1+C2+1+(2+1 2 1+C2+1+C2+1 2 1+(2+1+C2+1 2 48.000 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+Ct1+C2+1 3 1+C2+1+C2+1 3 50.626 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 3 64.00D 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 SO.W0 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+C2+1+CZ+1 3 83.00 1+C2+1+C2+1 3 1+C2t1+(2+ 1+C2+1+C2+1 3 1+02+1+C2+ 3 1+C2+•1+C2+1 3 1+C3+1+C3+1 3 60.00Dx38XS 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+C2+1 2 1+C2+1+C2+•1 2 1+C2+1M:2+1 2 1+C2+2+C2+1 2 48.0W 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+i+C2+1 3 1+C2+2+C2+1 3 50.825 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+C2+1 3 1+M+2+C2+1 3 64.0W 1+C2+1+C1+1 3 1+C2+1+C2►1 3 1+C2+1+6+1 3 1+12+1+C+1 3 1+C1+1+02+1 3 1+C2+2+C2+1 3 8D.00D 1+CR+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+(2+1+C2+1 3 1+C3+2+C3+1 3 83.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+(2+1 3 1+C2+1+C2+1 3 1+(B+2+q+1 3 74.00C x 3&375 1+02+2+C2+1 2 1+C2+1+C2+1 2,1+02+2+C2+1 2 1+C2+2+C2-+1 2 1+c2+2+C2+1 2 1+(2+2+(2+1 2 48.000 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+02+2+(2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 IO= 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+02+2+1:2+1 3 1+C2+2+C2+1 3 1+C2+2+02+1 3 1+C2+2+02+1 3 64.000 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 60,00D 1+(2+2+C2+•1 3 1+C2+•1+(2+1 3 1+C2+2+C2+1 3 1+C2►2+(2+1 3 1+C2+2+C1+1 3 1+C3+2+C3+1 3 83.00 1+C2+2+(2+1 3 1+C2+1+C2+1 3 1+C3+2+C3+1 3 1+C3+2+CS+1 3 1+CR+2+C2+1 3 1+C3+2+C3+1 3 84.000x38.378 1+C2+2+12+1 2 9+C2+2+12+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+(2+2+C2+1 2 1+12+3+02+1 2 4S.W0 50.826 64.E 80Jm 63.000 106.376 x 35.376 48.OW 50.826 SCOW mwo S%ow 111.000 x 36.376 48.0' 80.628 64.000 60.0w Mom NOTES: 1. ANCHOR TYPES: 1-1/4" ELCO TAPCONS 2.1/4' ELCO SS4 CRETE -FLEX 3-#12 STEEL SCREWS (GS) 2, GLASS TYPES: FOR INSTALLATION IN THE HVHZ ABOVE 30 A. 8118' LAMI • (1/8" A,A00,118" A} FT, GLASS TYPES 0 - L SHALL HAVE A B. 6/78° LAMI - (1/8" A, M. 110' HS) TEMPERED I.G. GLASS CAP, BOTH THE OP AND D. 7/18° LAMI - (3/1('X.M. 3M C. 8118' LAMI • (1B" ..�0. l 8° A) ) ANCHOR QUANTITY REMAIN UNCHANGED. E. 7/18' LAM[ - (3118" A,= 6/'18' HS) F. 7/18' LAMI - (3118' HS»090, 311(' HS) G.13M8' LAMI IG - U8" OR 3/18' A (MIN.), EMS' OR 3W SPACE, 6118' LAM - 0!8" A,.M,1/$" A) H.13MS' LAMI IG -1!B' OR 3118' A (MON.), 6/18' OR 3/8' SPACE, 6/'16' LAMI -(10 A,.090,118' HS) 1. 13/16' LAMI IG -1/8" OR 311 S' A (MIN.), 6/16" OR 3W SPACE, 6116' LAMI - (1/8" HS,.090,1/8" HS) J.13/16' LAMI tG -1/8' OR 3/10-A (MIN.), 3/1S' OR 1/4' SPACE, 7/16" LAMI - (3118'A»090, 3116' A) K. 16/1W LAMI 19.1/8' OR 31W A (MIN.), 3118" OR 1/4" SPACE, 7116' LAM] - (3MW A,J190, 3/18" HS) L 13M8' LAMI 10 - U8' OR 3118' A (MIN.). 3M8' OR U4' SPACE, 7118" LAMI - (3118" HS»090, 3M(" HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WIDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE, HEAD & SILL: 101/2' MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 26 3/4" MAX. FROM CORNERS. JAMBS: V' MNG FROM CORNERS AND 221/2' MAX. O.C. TABLE KEY: X O 1+C3+4+C3+1 3 ---ANCHOR QUANTITY PER JAMS HEAD AND SILL ANCHOR QUANTITY. A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (4) ANCHORS AT FIXED SECTION. (12) ANCHORS TOTAL AT HEAD AND SILL. 3 1+C2+2+C2+1 3 I 1+C2+2+(2+1 3 1H2+2+(2+1 3 1+C2+2+C2+1 3 1 1+C3+3+C3+1 131 (3' MIN. O.C. ANCHOR SPACING) 20 3/4' max --- 11-3" MIN, 9"REF. :~i 0 X 11 MTG. RAIL, TYP. EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+(2+1 3 1+C2+2+(2+1 3 1+C3+3+C3+1 3 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C1' +2+C2+1 3 1+Ci4+3+C4+1 3 3 1+C2+2+C2+1 3 1+03+2+C3+1 3 1+C3+2+C3+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 3 3 1+C2+2+C2+1 3 1+03+2+C3+1 3 1+C3+2+C3+1 3 1+C2+2+C2+1 3 1+04+3+04+1 3 2 i+C2+2+C2+1 2 1+C2+3+02+1 2 1+(2+3+(2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 2 3 1+(2+2+C2+1 9 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C2+3+C2+1 3 1+C3+4+C3+1 3 3 1+C2+2+C 2+1 3 1+03+3+C3+1 3 1+C3+3+C3+1 3 1+CS+3+C3+1 3 1+C3+4+C3+1 3 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+3+C2+1 3 1+C4+4+C4+1 3 (SHOWN IN TABLE KEY ABOVE) 26 SW MAX 1W ' I rT F.-3° MN r RER X O �C MTG. RAIL. T YP. EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS 3 1+C2+2+C2+1 3 1+C4+3+04+1 311+C4+3+04+1 4 1+C3+3+C3+1 3 1+C4►4+i:4+1 3 3 1+<2+2+C2+1 3 1+C4+3+04+1 3 1+C4+3+(A+1 4 1+04+3+04+1 3 1+Cg+4+CD+1 3 2 1+612+2+CZ+1 2 1+C2+3+C2+1 2 1+C2+3+(2+1 3 1+C2+3+C2+1 2 1+C2+4+C2+1 2 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C2+3+02+1 3 1+C3+4+C3+1 3 3 1+(2+2+1.'2+1 3 1+C3+3+C3+1 3 1+CS+3+C3+1 3 1+C3+3+C3+1 3 1+C3+4+C S+•9 3 3 1+G2+2+02+1 3 1+03+3+03+1 3 1+03+3+C3+9 3 1+t +3+C3+1 3 1+Cq+4+04+1 3 3 1+(2+2+0+1 3 1+64+3+04+1 3 1+C4+3+C4+9 4 1+C3+3+C3+1 3 1+C.4+4+04+1 3 3 1+C2+2+C2+1 3 1+C4+3+01+1 3114CO3+04+11411+044+04+113 1+C5+�4+C5+1 4 NoKows,R.34m P.O. BQx 1520 NOxOMlB, 130274 NR710 I NTS 1 8 d 11 1 4127-10 1 E PRODUCT'RUVl= as aomalyft wbb tw Fimide �Ri+11111l1/„ 0q . LYNN ./ * :*� _ No. 58705 CONAL ��`• A. LYNN"P.E. P."wm ANCHORTYPE4 2,3. WCX71 & SUBSTRATE ZONES WINDOW SIZE HEAD & SILL W 48.000 x 36.375 1+C2+1+C2+1 48.W0 1+C2+1+132+1 50.625 1+132+1+C2+1 54.000 1+412+1+02+1 CO.= 1+C2+1+C2+1 83.000 1+02+1+C2+1 HEAD & SILL IJ I HEAD & SILL I J I HEAD & SILL III HEAD & SML III HEAD & SILL 48.000 50.525 64.000 60.<� 63.000 1+(211+C2+9 3 1+(2+1+C2+1 3 1+(�+1+62+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+(,241+132+1 3 1+C2+1+02+1 3 1+t+1+C2+1 3 1+132+1+62+1 3 36.375 45.000 50.025 64.000 60.000 63.000 1+C2+1+C2+1 2 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+CE+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+132+1+C2+i 3 1+C2+1+C2+1 3 1+CZ+1+fx+13 1+C2+1+C2+1 3 38.375 1+C2+1+C2+1 12 1+C2+1+02+1 2 48.tW0 1+C2+1+C2+1 3 1+(2+1+C2+1 3 a..025 54=0 50.000 83.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+132+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 35,375 48.0D0 50.028 64.000 CO.000 51.000 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 9 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+C 2+1+C2+1 3 1+C2+1+C2+1 3 1+C 2+1+C2+1 3 38.375 1+C2+1+C2+1 2 1+132+1+132+1 2 48.000 1+C2+1+C2+1 3 1+C2+1+132+1 3 50.525 1+(�+1+132+1 S 1+(+1+132+1 3 54.000 1+C 2+1+C2+1 3 1+C1+1+(2+1 S W.000 1+132+1+C2+1 3 1+C2+1+C2+1 3 51.01310 1+CS+1+C3+1 3 1+C2+1+C2+1 3 x 33.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 48.000 1+C 2+1+C2+1 3 1+132+1+( +1 3 50:826 1+132+1+c2+1 3 1462+1+C2+1 3 54.Ci 1+132+1+132+1 3 1 1+63+1+c2+1 3 50.000 1+132+1+132+9 3 1+C2+1+C2+1 3 51.000 1+133+1+C3+9 311+02+1+C2+1 3 3 1+C2+1+C2+1 3 I 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 `I(M+1+132+1 3 1 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C8+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+1:2+1+C2+1 3 1+C2+1+C2+1 3 1+132+1+C2+1 3 1+C2+1+132+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C,2+1+CZ+1 8 1+C2+1+C2+1 3 1+CB+I+C3+1 3 1+C3+1+C8+1 8 1+C2+1+C2+1 3 1+CM+1+C3+1 3 1+CS+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+133+1 2 1+C2+1+C2+1 3 1+C2+1+02+1 2 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 3 1+C3+1+q+1 3 1+C;2+1+C2+1 3 3 1+C3+1+C3+1 4 1+CS+1+C3+1 3 3 1+CO+1+CS+1 4 1+C3+1+C3+1 3 2 1+M1+C2+1 3 1+C2+1+C2+1 2 5 NOTES: 1. ANCHOR TYPES: 1-1/4" ELCO TAPCONS 2 -1/4- ELCO SS4 CRETE+im 3 -012 STEEL SCREWS (G5) 2. GLASS TYPES: A. 5116' LAW - (1/5- X.090,1/8" A) D FOR INSTALLATION IN THE HVHZ ABOVE 30 B. 5/16" LAMI - (115" A,.060,1/6° HS) FT, GLASS TYPES G - L SHALL HAVE A 2 C. 6116- LAN - (1/8- MOB0,1/5- HS) TEMPERED I.O. GLASS CAP. BOTH THE OP AND 3 D. 7/1W LAMI - (3M6- A,.09% 3/16" A) ANCHOR QUANTITY REMAIN UNCHANGED, 3 E. 7116" LAM[ - (3M(" &.080, 3/16" HS) F. 7/16" LAMS - (3116- HS,.090, 3MV HS) 3 0,13/16- LAMI IG - Ue- OR 3116" A (MSN.), GMM OR &V SPACE, 6MW LAMI - (1/B"A,.060,1/8-A) 3 H.13M6- LAMI IG - IV OR 3116-A (MIN.), a/16- OR 315- SPACE, 6116" LAMI - (118" A,.090,1/8- HS) 3 I. 13116- LAMI K3.116.OR 3M6- A (MIN.j 6118" OR 316" SPACE, ISMS" LAMI -(IW HS„090,1/8- HS) J.13116- LAMS IG- 118.OR 3116-A (MIN.), 3M6. OR V4- SPACE, 7116" LAN > (3116" A,.090, 3MS-A) 2 K. 13!16" LAMI IG -1/8" OR 3/16-A (MSN,), 3116.OR 114 -SPACE, 7/16" LAMI-(3l16-A,.060, 3/16" HS) 3 L 13116- LAMI IG - IIW OR 3/10'A (MIN.). 311(r OR 1/4" SPACE, 7116" LAMI - (3116- HS,.M 3116- HS) 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 3 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 3 HEAD & SILL: 10 12" MAX. ON EACH SIDE OF MEETING RAO. CENTERLINE 2 26 3/4- MAX. FROM CORNER JAMBS: O'MAX FROM CORNERS AND 22112- MAX. O.C. 3 TABLE KEY: 3 A O 3 +03+1+CS+1 1 3 r -ANCHOR QUANTITY PER JAMB 3 3 HEAD AND SILL ANCHOR QUANTITIES 2 A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAL PLUS (1) 3 ANCHOR AT EACH OPERABLE VENT 3 PLUS (1) ANCHOR AT FIXED SECTION. 3 (9) ANCHOR TOTAL AT HEAD AND SILL. 3 (3- MIN. O.C. ANCHOR SPACING) 3 2 25 3/4- MAX 3� I-3- MIN. 3 39" RF' O X 8 2 MTG, RAIL TYP. dwIn01Ids EXAMPLE CLUSTER W/. QTY. OF (3) ANCHORS A aENo k 3 3 (SHOWN IN TABLE KEY ABOVE) 3 1+t. -+1+c3+1 3 1+c3+1+133+1 3 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 3 1+C2+1+C2+1 S 1+q+1+C3+1 3 4 1+CS+1+C3+1 3 1+CA+1+C4+1 4 4 1+C3+1+C3+1 3 1 1+C4+1+64+1 4 107NOXO NOL L34275 6 �rr N11s. 8, FL34278 , _ I, P.0.8Qx 182E NOxOPM. 834274 26 3/4" MAX. -JH 7 9/2-TYP. l+ -3 -MIN. LYNAf Ir REF. X p � * No. 58705 MTG. RAIL, TYP. EXAA IPLE CLUSTER W/ QTY. OF (4) ANCHORS = ••• C(/ :�O STA F ;' (v: ■ ANCHORAGE SPACING, XOX 1I3-9/3-9/3 ;lix,��SS,/ONRl - ALUM. HORIZONTALROLLER VYIN W IMPACTswx AL E�G�,``: - A. .M PE NTS 8 + i94127--10 E ANCHORTYPED 8 SUBSTRATE U. WOOD 2, CONC 1 1, CONC 2,3, W( NES ZONES ZONES ZO NE INDOW SIZE ��j i �N 2+q+2 4 1+C2+1 3 2+C3+2 3 2+C3+2 4 to 2+C3+2 oco 1+C2+1 l co 37.000 x 36.375 48.000 60.826 54.000 60.000 63.000 1+C2+1 2 1+C2+1 2 1 1+C2+1 2 1+C2+1 1+C2+1 3 1+132+1 3 1+C2+1 3 1+C2+1 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 45.000 x 36.376 48.000 50.826 64.000 60.000 63.000 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 1+5;-1 3 1+C2+1 3 1+C2+1 3 1+C2+1 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 53.125 x 38.375 48.000 50.626 64.000 80.000 83.000 1+02+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 1+02+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 1+C3+1 4 1+02+1 3 1+C3+1 3 1+C3+1 1+C3+1 4 1+C3+1 3 1+C4+1 3 1+C3+1 60.000x 38.375 48.000 50.625 54.000 60.000 1+02+1 3 1+C2+1 2 2+C2+2 2 1+C2+1 1+C2+1 3 1+C2+1 3 2+03+2 3 1+C2+1 1+C3+1 3 1 1+C2+1 3 2+03+2 3 1+C3+1 1+C3+1 4 1 1+C2+1 3 2+C3+2 3 1+C3+1 1+C3+1 4 1 1+C3+1 3 2+C4+2 4 1 1+C3+1 X W.3l0 48.000 50.626 Z+(:L+"L j I 1+C:L+1 Z 2+1:L+L :i Z+k7d+ZI 3 2+C2+2 4 1+C2+1 3 2+C3+2 3 2+C2+2 4 2+q+2 4 1+C2+1 3 2+C3+2 3 2+C3+2 4 64.000 60.000 63.000 2+C3+2 4 1+C2+1 3 2+03+2 4 2+03+2 4 2+C3+2 4 1+C3+1 3 2+C4+2 4 2+C3+2 4 1+03+1 4 1+C3+1 3 2+04+2 4 2+C3+2 4 x 38.376 48.000 60.626 64.000 60.000 83.000 2+C2+2 3 2+02+2 2 2+C2+2 3 2+C2+2 3 2+C3+2 4 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C3+2 4 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C3+2 4 2+C3+2 3 2+C4+2 4 2+C3+2 4 2+C3+2 4 1+C3+1 3 2+C4+2 4 2+C3+2 5 2+C3+2 4 1+C3+1 3 2+C4+2 4 2+54+2 6 1, �at► I I �atl 1+C3+1 1+C2+1 -C2+1 3 2+ ,C2+1 3 2+ C3+1 3 2+ C3+1 3 24 C2+2 2 2+ C2+2 3 2+ 5+-2--3 2+ C3+2 3 2+ C3+2 3 2+ C3+2 4 2+ NOROM8. PL3M P.O.6Q?:1828 NOROAAIB. FL3d270 NOTES: 1. ANCHOR TYPES: 1 -1/4' ELCO TAPCONS 2 -114' ELCO S84 CRETE -FLEX 3 - Al2 STEEL SCREWS (G6) 2. GLASS TYPES: A. 6/18' LAMI - (116 A,.0�,1/6 A) D FOR INSTALLATION IN THE HVHZ ABOVE 30 S. 5/16 LAMI - (116 X.090,10 HS) FT, GLASS TYPES G - L SHALL HAVE A C. 6116 LAMI - (116 HS,.090,1f8' HS) TEMPERED I.O. GLASS CAP. BOTH THE DP AND D. 7116 LAMI - (3116" A,.090, 3116 A) ANCHOR QUANTITY REMAIN UNCHANGED. E. 7/18" LAMI - (3118° A,.090, 3/16° HS) F. 711W LAM[ - (3116 HS,,090, 3116 HS) G. 13116' LAMI IG -1f6 OR 3118° A (MIN.), 5116OR 318' SPACE, 6116 LAMI-(1f6X.090,1/6 A) H.13/18° LAMI IG -1/8. OR 3116"A (MIN.), 5116 OR 316 SPACE, 6/16 LAM - (1W X.090, IV HS) L 13/18' LAMI IG -118" OR 3118° A (MIN.), SJ16 OR 318° SPACE, 6/16 LAME - (1/6 1-18490, 1W HS) J. 13!18' LAM] IG -1/6 OR 3MWA (MIN.), 3116 OR 1/4' SPACE, 7116 LAMI - (311(r A,.080, 3116 A) K. 13116 LAMI IG -1f8. OR 3118' A (MIN.), 3116 OR 1f4 SPACE, 7118' LAMI - (3116 A,090, 3116 HS) L 13116 LAMI IG -1/6 OR 3116 A (MIN.), 3116 OR 1/4' SPACE, 7/16 LAMI - (3116 HS,.090, 3116 HS) 3. WINDOW ANCHOR OUANTTTIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 18 3/4' MAX. FROM CORNERS. JAMBS: 6 MAX FROM CORNERS AND 221/2' MAX. O.C. TABLE KEY: X 2+03+2 3 ANCHOR QUANTITY PER JAMB HEAD AND 81LLA1�QHOR QUAN1'ITIE8 A CLUSTER OF (3j ANCHOR -- CENTERED ON THE; MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHOR TOTAL AT HEAD AND SILL (3' MIN. O.C. ANCHOR SPACING) 3 I 1-�1-183/4' MAX + --►{ �6 MIN. 4 9' REF. 4 -.-- X g 3 MTG. RAIL- a-_- 3 &ww1eg Cabwn ure [Ronda 3 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS AcwpWMNO ' 4 (SHOWN IN TABLE KEY ABOVE) ,^ r 4 8 3/4' MAX. 1 1 w TYP. 3 1 H. - MIN. 4 6 REF 4 � X O 4 4 MTG. RAIL 5 EXAMPLE CLUSTER W/ OTY. OF (4) ANCHORS HR7to I NTS 1 10 d 11 1 4127-10 1 E V LYNNE ',*i�� . VIGENft'1., 4 ~ *' No. 68705 • K ITVAF is/OINA1-1��''1' . LYDBV P.E P." mm 13/4' NLN. E.D. TYP. 2x WOOD BUCK, MIN. 3.4 KSI NOTE 3 CONCRETE e' i ,. `• " *• �, - ^i t NOTE 1 Ix WOOD BUCK, j NOTE 3 ! 11KMAX. SHIM CONCRETE__� wo ° ANCHOR, ANCHOR, NOTE 1 DETAIL A NOTE 2 DETAIL. B TYPICAL FLANGE FRAME HEAD SECTIONS MAX 1 /4° SHIM 13417 � 1/4° MAX. SHIM h -4�--- r WOOD U CONCRETE NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADS COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 1/4° ELCO 13/8° TAPCONS EM13EDED 1 318° MIN. OR 1/4° SU CRETE -FLEX EMBEDED 1 3/4° MIN.. MINIMUM DISTANCE FROM MIN. ANCHOR TO CONCRETE EDGE IS 1 314°. FLATHEAD ANCHORS MUST BE 02 TRIMFIT HEAD. -77 2. FOR WOOD APPLICATIONS IN MIAMI -DADS COUNTY. USE #12 STEEL SCREWS (GO OR 114° SS4 CRETE -FLEX WITH #12 TRIMFR HEAD. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS 114° THAN 1 112°. 1x WOOD SUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE, MAX. WOOD BUCKS DEPICTED AS 2x ARE 1 1/P° THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD SHIM BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAMNG JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8083-T8 AND A MINIMUM OF 118° THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A 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 012 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 8. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER 1 1/4° MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. (1.5 KSI CMU) OR PER NOTE 1 • (3A KSI CONCRETE) ANCHOR, ANCHOR, • . �L, NOTE 2 NOTE 1 ; 1 314° `D EXTERIOR INTERIOR D. MIN. E.D (HEAD & SILL DETAILS A, B, C, D, bb0 & H) ..... TYP. 2x WOOD BUCK, NOTE 3 1x WOOD BUCK, NOTE 71 3 - SEE NAILINI .• INTERIOR R DETAIL E DETAIL F (JAMB DETAILS E, F & 1) TYPICAL FLANGE FRAME JAMB SECTIONS EXTERIOR CONCRETE ANCHOR, NOTE 1/4° MAK SHIM e ti .ti •NOTE 1 1 314° MIN. MIN. 3.4 KS�� E.D. TYP. CONCRETE 2x WOOD DETAIL C BUCK NOTE 3 DETAIL H (HEAD) NAILING .131 DIA. MIN. x 2112° NAIL AT CORNERS AND 8° O.C. TYPICAL. DETAILS G, H & I. DETAIL G (SILL) mmo SEE NAILING DETAIL I (JAMB) K ROLLER WINDOW, 99 a 11 4127-90 WOOD ANCHOR, NOTE 2 114° MAX. SH i � SEE 13f8 MIN. NAILING DETAIL D ECTiONS 107 uc M oLOOYDRNB NOKOMM FL MM P.O. f '818 NOKOMI6, FL 370 P 1�gj6 DETAIL H (HEAD) NAILING .131 DIA. MIN. x 2112° NAIL AT CORNERS AND 8° O.C. TYPICAL. DETAILS G, H & I. DETAIL G (SILL) mmo SEE NAILING DETAIL I (JAMB) K ROLLER WINDOW, 99 a 11 4127-90 MIAMt•QADE MIAMI DADS COUNTY, FLORIDA 9 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11845 SW 26 Std Room 248 BOARD AND CODE ADMINISTRATION DIVISION T(796)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA� www.mlnm1dade.xoy/ee9nomy 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 falls to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion - L.M.L APPROVAL DOCUMENT: Drawing No. 630M titled "Impact Resistant Aluminum Tube Mullions", sheets 01 through 22 of 22, prepared by manufacturer, dated 08!29/11, revision "A", signed, sealed and dated 10/15/13 by Anthony Lynn Miller, P. E., bearing the Miami -Dade County Product Control Revision Section stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's 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. N any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 11-0922.01 and consists of this page 1 and evidence pages E-1 and 11-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. f ' NOA No. 13-0815.05 NilAM coUt1T �`�h Expiration Date: May 26, 2016 .. o, Approval Date: October 31, 2013 l4 Zi 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. IOL-- 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 "X% 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 05/05/11, all signed and sealed by Marlin D. Brinson, P. E. (Srrbfnitted under previous NOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, prepared by manufacturer, dated 09/20/11, signed and sealed by Anthony Lynn Miller, P. E. (Submitted under previous NOA No. 11-0922. 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 64433, 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) fi Janne D. Gasco 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 (coNTIlmm) 3. Laboratory compliance letter for Test Report No. FTL 5443, issued by Fenestration Testing Lab, Inc., dated 02!28!11, signed and sealed by Marlin. D. Brinson, P. E. (Subrnitted under previous NOA No. 11-0922. 01) 4. Proposal No. 10-1070—R issued by BNC to PGT Industries, Inc., dated 01/07/11, signed by Ishaq 1. Chanda, P. E., Product Control Examiner. (Subniit#ed under previous NOA No. 11-0922. 01) G. OTHERS 1. Notice of Acceptance No. 114922.01, issued to PGT Industries, Inc. for their "PGT Series Aluminum Clipped Mullion -- L.M.Z ", approved on 12/08/11 and expiring on 05/26/16. t'lj e Jaime D. Gasc n, P. E. Product Control Section Supervisor NOA No. 13-0815.05 Expiration Date: May 26, 2016 Approval Date: October 31, 2013 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGURE 1: MULTIPLE OP6NNG WOMFORVERTICAL MULL MULuoNs C� / --� \ � i} SINS 23 / , / SEE� ATHRUG; SHEETS 23va � II MULL LENGTH I HOR20NAL WAL LENGTH GENERAL NOTES: 1) MALE SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT NSTALLATKK 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 BUCK IF USED, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHER& ARMMS TO BE 2) THE TYPE AND NUMBER OF ANCHORS 18 CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNIT& MULLIONS SHAPE HAVE BEEN TESTED AS "FREE-FLOATWW AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CUPS, BUT SHALL NOT HAVE A GAP OF MORE THAN 1!4" FROM THE CUP. / ��` 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WNDLOADS CORRESPONDING TO THE REQUIRED ♦ DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN 080. THE 1P3 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. /1 1 DETERMINE PRESSURES AND _ 1 A» 0; GIESIS 23 6) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEETAND SHEET 21. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN HWHT PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. FOR HOA 6) WHEN FINDING YOUR SDE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT 812E SHOWN ON THE TASIAS). SEE OffrAl 3 E 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. PRo(AHYTYPE. 8) REFERENCE TEST REPORTS: FTL41443; ELCO ULTRACOWAGGRE-GATOR NOA'S; ANSVAF&PA NOS FOR WOOD CONSTRUCTION; M uwsT EE MWNFACTURED ADM -ALUMINUM DESIGN MANUAL ByPST. 8) MILLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE ANTS OF THE FLORIDA BUILDING CODE, AND ARE APPROVED FOR IMPACT AND NON-MPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH /8E8 CHILLS POT -APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVAL& SI{EE'f8 a3 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHHZ. _HCREAL MULL INSTRUCTIONS: LM40TH 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT LBSfFI'1 FOR THE OPENING USING THE ASCE-7 STANDARD. 2) CHOOSE AMULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 3) REFER TO SHEET 22 TO DETERMINE MAINE IF THE WINO LOADING IS' RECTANGULAR" OR `rR1ANGILAFU TRAPEZORAW. GENERAL NOTES----- I I(IQI'WNS._..........m..........1 ELEVATEXVB..............,..._.._..1 MILL TO2x MULL. TO 1X & . 2 84TTTALLATON NOTES_-...._.— 2 MALL TO MASONRY.........w...» 3 MALL TO STEEL STUD............ 3 MULL TO MULL_.__.. -....._....3 ANCHOR SPEC&................. 3 ALTERNATATE CLIPS...—. --4 BAYMUU.0WN- AT10N_...._....4 1 X 2X,125 MILL SPECS..._...__6 1 X 2 X JD6 MLI. SPECS....._.. -.S 1 %2.78X.378 MULL SPECK.. _ -7 1 X 2.78 X.66 MILL SPM.._....5 1 X 3.128X.600 MULL SPECS._...0 1 X 4 X.128 MAA SPECS.«.........10 1 X 4 X.378 TUBE MULL SPECS...11 1 X4X.378 "PMULLSPECS...__11 128 X 3.1N X 288 MULL SPECS- 12 2X4X25MULL SPECS...« .13 2X 8 X.28 WILL SPECS.......... M 28 1 X 2.11 X.128 MULLSPECS_. 16 30°X328BAYMLLBPS x...._.18 48• X328 BAY MULL SPECS........ 17 MULLION&CL(PoSAM K=.-.. 18.20 EXAMPLES t fla�_w...._.....21 LOADING E%AVPLM...._..._.._.22 ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS : PRODUCTRBVIBEu 4) FWD THE CHOSEN MULLJCN'S MULLION CAPAGRY U$/FM FROM TABLES 1A THROUGH 13A, ON SHEETS 6 THROUGH 17 as —plyfi* wn UmFk dd0 HORiZ MaI.tSNOTH RESPECTIVELY. USING THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING Bu6d1* Carlo LEt�tl I'— '' ~ VERTICALLY OR HORIZONTALLY} THE MULLION CAPACITY (.K/M OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE Acne NO A. REQUIRIT� FOR THE OPENING OBTAINED INSTEP 1). HaOIiT 6) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY RE THIS •� FOR VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN FULL �TH d How-mu MULLION CAPACITY \\11 U 111 l r ry I T- I 8) FROM THE ANCHOR CAPACITY &08) TABLE ON THE SAME SHEET AND USINGYOUR ACTUAL BIIBSTRATE CONDITION (MULTIPLE ��\ rON LT+11 ANCHOWSUSSTRATEIANCHOR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THATTIE REQUIRED V N j ANCHOR CAPACITY IS MET. ` * : �C SINGLE MULLION SINGLE MULLION +PORN My 7) IF THE MULLION CAPACITY (L&RFM OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT_ N0.6S7115 _ OPENM WUM FOR THE ==MAY MAY USE THE "ANCHOR CAPACITY ADJUSTMENT FORMULA" TO OBTAIN THE LOWER ANCHOR cAMANNY POR VERT= Mai REQUIRED. WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE 9 :, l '1 SEE CORRESPONWNG DETAU MULTIPLE MULLIONS i�Q BTA )�' ?�/. FROM FIGURE 1 ABOVE 8) VERIFY THE DESIGN PRESSURE RATING (L&4JFTJ) FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL 'ice .O '•.. FIORtOP. ' [�� BION CAPACITY (LBS/F f'I OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRECT i F Cr 8) MGK"HHT OPTION USED AND TABLE VALY. MULLED FENESTRATION PRUES USED IN A SPECIFIC APPLICATION WHEN USNG THIS NOA TOAPPLY FOR A PERMIT. It /A- 0) 0NA%1 \ A. LQ MITER, P.E. FL P.E.# 58705 DETAIL A: MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) SIYFISRTHS . ° BTANDARDOR .e OFFSET MULL °• CLIP MAY HE NOYALLED BY b a. I ME e Kum 8m SHEETS 18.26FOR HOLE LOCATKM am m m IMT. MMOM M R00'MW FOR ALLM AUM•13 8EE TABLES %f fes% FRONT VIEW SIDE VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE 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 AD, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. 9) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHFAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET & 6) FOR MASONRY APPLICATIONS IN MIAMI -RADE COUNTY, USE ONLY MIAMI -DARE (AUNTY APPROVED ELOO ULTRACON OR ELCO 1!4• S.S. AGGREGATOR MASONRY ANCHORS. DETAIL B: MULLION ATTACHED TO 1X WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) ��1.'j/�• t n �d LK>" BUC1MMOHOR PER BU WPATS. G AND Y 'LTTAOHMW SEE 80 TAa=I&10B d WE NOME 1 SHM i. OOIICRBTH ORCMU 'I• . �M AN �SMS= U1 EM =ANCE 18-M 5 Of S r e4 ° e° ° o. . ` TYRANCHOR SUWTRATE, BEBTABL681&tOB Bu AND ATTACHMENT oyonmm .•.Y.. .i,`, ts'%}t,� - BHENOTEI• �'" �'a�•. ,A SMSET 1. MM aT KBI CONCTETS OROAbU FRONT VIEW SIDE VIEW e1n1ERTHe BTANDARO oFFBETMULL ca.IP MAY EE 818TAL1.®BY nre MSOfOD LYNN *�� • Na. 66706 •��* 0 ••• STA E �� A (CNN Mllliik P.E. FL PAM 60705 DETAIL C: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CLIP SHOWN) 8 oFFSETMuu cLrPMArea n>srALLEOEr rus �- 4* e L: ✓� o EXTERIOR 4. e 4 � EDSEDIBTANOH c •e . FORMASONRY ANDHDRS: EROR STRRAM BEE TAMM IS•109 MIN 9.7 Km CONCRETE OR CMU FRONT VIEW •, I••—a MIN Z7 HSI CONCRETE OR CMU SIDE VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE 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 $MEETS. FOR DETAILS AA, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HWEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3• 5) FOR MASONRY APPLICATIONS IN MIAM4DADE COUNTY, USE ONLY MIAMI.OADE COUNTY APPROVED ELCO ULTRACON OR ELOO 1W S.S. AGGREGATOR MASONRY ANCHORS. DETAIL E: wmn MULLION TO MULLION INTERSECTION NOTM (U -CLIP) 1) MAY BE INSTALLED IN'fEE' OR 'CROSS' me INTERSECTIONS. vAd 2) MAY BE INSTALLED HORIZONTALLY IL (SHOWN) OR VERTICALLY. 3) SEE U•CLIP DRAWINGS, SHEETS 18.20 TOP VIEW FOR CORRESPONDING MULLION. vacs 1- — -i 02SYMSCREM rEXMTE4PM:J:'WR SELFDiYl.UNG ORPRE4MLL AHOUSEMULLMN Leou•cuF WESHEET8160FOR. HOLE LOCATMM FRONT VIEW EDGE OWN= SEETABLES 18.108 SIDE VIEW DETAIL D, MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SH TMANCHOR FORSTEELSTUDSTHWMTHAN 18 CA AND COWUANT WH THE FL SU NOTES: 1) FOR 2X WOODaA0(ED STEEL STUDS, WOOD ANCHOR VALUES MAY BE USED. 2) SEE CORRESPONDING MULLION TABLES, SHEETS 517, FOR QUANTITY OF SCREWS. SIDE VIEW - V- LYNN— o' �'�'r.•��ENSF''4F'P�'i. * ' No. 66705 _ ��•' � In PS 13 •cu: Q••'• STA E F '• w A. LYIII�1�L e:e1 P E FL P.E.# 68706 DETAIL F: FIELD -MODIFIED MULLION CUP (F -CLIP) SOMALOA$ OREETB 2AND 3 FOR DWAU.ATION TOSI'mmSU88TRATEB, SIDE VIEW SHOWN WITH 1'X4•%.125 MULLION DETAIL G. ANGLE MULLION CUP (ANGLE CUP) "am OF MILL DETAIL H: BAY MULLION INSTALLATION (ANGLE CLIP) CD E-X7TERIOR V' tMALLFA IISIDS IV! KM WOOD. /�•� SIBBI, ALUMS INTOWOOO.STEEL. STANDARD"TOSB EXTERIOR ORMASONRY EXfEWOR ALUM, CMU OR MASONRY MODIFIED IN-FULD. EXTERIORP�T•--®" ®`�. DUCE RIMSED (D� �ttoa -®� WwftIho � Ij ® 1NTowooD,srEEL, O ® 1 ® AWM, sMU OR MASONRY 1 EDGE H D STANOE 9 PER ANCHOR sm— OWAKDe PERANCHOR NOTES FOR INSTALLATION OPTION G & H: NOTES FOR INSTALLATION OPTIONS P. O 1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION. 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 128' X 2.1i' X.126° MULLION. 2) DETAIL G: SEE TABLES 1B -11B FOR ANCHOR QUANTITIES AND SHEETS 1840 FOR HOLE ` * : ND. b8706 * '= LOCATIONS. 2) SEE TABLES 1&168 FOR ANCHOR QUANTITIES AND SHEETS 18-M FOR HOLE LOCATIONS. 3) DETAIL H: SEE TABLES 128 OR 138 FOR ANCHOR QUANTITIES AND SHEETS 18.20 FOR "'O ID )5) 3) THE 2X6 CLQ ISNOT SUITABLE FOR THIS APPLICATION. HOLE IOCATiONS . 001. STATE FL PER 68705 TABLE 1A _FIGURE 2: TABLE NOTES: AMA orCapaoRyTable ) . • Muftn Cagaft Table At9hwMpPaftwm i) SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. 7k ommie am t:ono. Opanln Width(Pm'vwk*/-wiremtfi-)aaJpenle9HeI9M(for muIDnns) BOM Anchor 31W Elan MOM 174" Ehm LOTWM 8na' Eloo 3118" Elco 181remn 714' Elco 1WrnoaV7 114" 88 6110' Eft 114'89 Eloo 010 SE48M 912 8tod 9128" 1Almom A w tl0moan for BcmWM Bor PS) IGR SOM 70 to Soin 801n f00M t20M 140M ISO In 1X2x.126 Tmy/fdan8• Lmft Lm8n9 Peote�la Lmft Ttap7f11Wg. t�m19c1er Loaft Loaft 7kapNlang. RBBmryier 7rep77deeg lieatm8tda7 13epf7rhr70. eda Tmpifdmg• Items L -Am L -ft Lwft Loaft t Lmdn9 LmEcB Uaft Lem(n9 TmplaMmB. Reota�ar Tieptfdan8• Laaft Low Au%Tube Muteonfill, 280 lbs 7 Mho � 1 1 1 1 & � 1 h 1 h 11 Me 11 1 11 it 11111 1111111111 1 111111 if 11111111 it if 11 if 11 112 In 111.91 408 129.8 332 93.2 408 1169 326 "..6 409 Me 321 88.0 408 104.4 310 82.1 408 101.0 918 US 408 104.0 310 48A 408 IOU 810 38.6 408 t04A 316 360 400 104.0 318 48M 74.9 812 810 288 82.4 812 78.4 284 a, 313 879 249 0.8 912 832 210 41.6 312 81.3 20 $79 912 61.0 244 31.2 312 01.0 2N 2&0 312 61.0 244 23A 812 81.0 244 60928M 619 281 70.8 234 63.2 201 019 228 489 28t 88.7 224 399 W 82.1 222 86.6 261 60.1 220 819 281 48.8 219 �.8 281 49.3 M8 22.0 281 4111 219 20.0 281 413 219 61M 829 247 679 207 416 267 499 202 879 20 449 199 32.0 247 419 190 282 247 30.4 t94 209 247 30.4 193 21.0 247 38.1 103 189 247 38.1 198 taA 247 38.1 193 00 M 314 200 412 170 32.0 � 36A IM 27.4 200 31.6 188 21.0 200 28.9 IBD 21.3 200 27.7 168 192 200 25.9 167 18A 200 20A 160 WA 03 In 311 161 38.8 106 279 Of 30.3 162 217 101 269 149 20.7 101 24.6 148 18.4 181 229 144 189 181 21.7 US A 68M 209 188 30.0 142 24.0 tS6 28.1 t39 209 104 211 138 18.0 104 21A 134 71B ko 7204 223 104 233 12D 189 104 199 116 769 f38 iR8 118 =ft 7BM 18.9 126 19.7 10S 117 128 10.8 107 tits 183 As 78M I, 116 103 104 24008 M O WA WA TABLE 1B NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. roP�)X ( ANCHOR CAP.,n, , ,\ v ANCHOR CAP. - `MULLION CAP. ,,,„.,/ USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IN LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. FIGURE 1: _FIGURE 2: TABLE NOTES: AMA orCapaoRyTable ) . • • At9hwMpPaftwm i) SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. 7k ommie am t:ono. FUMad CMU PTwow maw Anchor 31W Elan MOM 174" Ehm LOTWM 8na' Eloo 3118" Elco 181remn 714' Elco 1WrnoaV7 114" 88 6110' Eft 114'89 Eloo 010 SE48M 912 8tod 9128" 1Almom A w tl0moan for BcmWM Bor PS) IGR Mk 11 2.172 r 2-17T a-vw r 2- -1R' r 3• 2' 0.491 0.84• 0.3241 Eatbadmod (ink 1314• 1:VC 1.374' I -3w T 1-1741 1-1141 Mw 1-1741 1-104' 1-174' 2' 1.38' 1.18" lace nolo 4I 2AIgMre 76' O. 18tendeld o! � 1.W � , 890 NO gGadol?mducct FIGURE 3: 280 lbs 7 Mho Ota 1 lh3 Me 420 Fs We as 4 Awe@L VW&*.Q/8lan0ac) tar Omatl COPl�. 4 480the ?Was WA WA WA See Me WA WA WA WA WA 892 We Ore 1120OM 4 Arrohara®8"dln.QG/�Q21t8Angla t(F7g. 3k 7801bo ala 8801ba 1860 Wa 1898 Ua tib@s Bft- A 7001bs 8361M =Ro 2384 Wa i0s B4DAin 1 2ArwMra 6 0.48° QQ I ll•OQp, (NO AmL IFfg. 4k WA WA WA WA WA A A A WA WA WA WA WA 71B ko t An4Mr7F-mpm1n Iwft IOU 2280e -401-m!822073 =ft Ala 177ap873 MM 832Poa tits 183 As 210Iba 2801ba 2AWOMOt1a'AOn.O.CJFCOpp1W% 24008 M O WA WA A WA 180tbs WA WA WA t•2A WA p7a 4201M as NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. roP�)X ( ANCHOR CAP.,n, , ,\ v ANCHOR CAP. - `MULLION CAP. ,,,„.,/ USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IN LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. FIGURE 1: _FIGURE 2: TABLE NOTES: . • • F;�� i) SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. ODUCTRBVISBD amp/951g1vlbd.o 14o7M0 SEE SHEETS 2 4 FOR GENERAL INSTALLATION METHODS � 1.W � , NO gGadol?mducct FIGURE 3: 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.Caanro o I 0 F HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20, 2.00V 1 t ANGLE CLIP MUST BE USED IN PARS. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACE 3D1 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK 12F �.v�ONV LYNP1,yYY� : ' I1.4g ''•, P �i� FIGURE 4: FIGURE 5 FIGURE UNIT (CMU) SHALL CONFORM TO ASTM C-80. WOOD MALL BE PRESSURE TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.66, ALUMINUM SHALL BE SOWT6 AND BE A MINIMUM OF .12V f `� a� �lG> • °U :' t [i • THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046' THICK (1S GAUGE). STRUCTURAL STEEL TO BE AT CK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1• X 21 X .126' MI)LLKIN MATERIAL. PLORIO '• ZONAL Ea A LYrfNNdhllRttE�,P.E. FL P.E.B 68705 TABLE 2A TABLE 2B O E 2 TABLE NOTES: AnohorCapuRy Table {Ib9) - - lyingwith d4a Florlda • • Mullion CaPROW Table 1.00d ACCOPUM E SHEETS 8 2 I METHODS 2.7k concrete ffp f 38k On= 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANOIOR OPENING WIDTHS IS ALLOWABLE. 7-.I t Odod Contra Op9 Width forvei6oellq a 11nQats) orOpwgng Height (forh9d2mltely 9p1aM0g nuCa19) Metal Anchor COp Pattens Anohor 3I78'rOao 13t0um 174'EboUhreron 8i19'Eloo Linme, 31WEftoumaem 6010 IWO88 0 Bt18'Etoo IW88Eloo 9/081ea1 9126teal 9128100 AWeOator Uftm AW80etor eme4r(ti8 eorew(es) Germ ti) vote 70 In 1 In 13f4' so 10 r 1000 T t 174 r0 1-574" laoln 1-ir4' is* In 1.3t@° 1 x2 x.378 nate Loath oft Tro#T L-dv artg. Reoteng gat TeA}VTdan¢ Reotel-swor UwTdmg. Reotargular la*v t-Av Loaft Loaft 1-aawrg Tlapitdms ftm guar nap ftv Itee10ngolar TwpTde4g Re�n03 ar Loft Loaft loft I-" Loading Lamm Looft ReatalgtAer usav Treptrdmg. Reot�tm Loaft Trap lRte g. Laft AWMTuN Mumon 408 1920,s O,s A C796yIPALLE'Ii, P.E. 4 Anohota01.18"td10. .Q.78teMe,d (otO2elJCSp(F� 480 @a 70048 WA WA WA WA NM 4214 1700 820 1700 436 151.3 662 17&0 476 1'x.7 662 170.0 609 113.6 682 16161 818 100.9 862 X8.8 817 908 632 186.9 617 78.7 002 168.8 617 840 662 M&$l 617 16&7 882 186.9 817 4Aa41aro®3'M9L O.G7(2di An9lalxlp4/(PIg.3x 4610 t21.8 807 138.0 419 101.4 867 1%2 410 66.8 807 10&7 403 78.0 607 1028 396 07.8 607 09.8 397 60.8 807 694 328 60.7 807 96.0 386 434 807 09.0 396 3&0 07 09.0 396 2AneWsO WA 0.0.1 talo? Atom. ft 4k 90.82810101? 486 114.6 379 8&4 468 898 37i 74.1 468 90.6 364 84.8 488 84.6 380 87.6 486 81.3 38r 8L8 489 SMO 3W 492 466 80.0 388 37.0 468 80.0 386 324 468 89.0 366 228160 6410 894 400 93.3 338 712 400 80.8 328 81.0 490 TL7 322 834 400 67.3 318 47.6 400 84.0 318 42.7 400 M3 314 35.8 400 91.8 313 30.8 400 81.8 313 297 400 8t.0 313 WA OD In 823 324 88.8 278 61.9 324 67.8 270 446 324 81.2 284 399 324 408 280 30.8 324 43.9 257 31.1 324 424 288 2&0 324 406 283 22.2 324 408 283 106 324 40.6 283 639, 83.8 284 67.4 282 44.6 294 412 246 364 284 434 241 338 284 318 237 29.8 284 37.1 234 299 294 392 222 224 284 33.6 238 182 294 33.4 230 16.8 284 324 230 8810 4&8 288 49.8 230 38.0 266 424 228 334 288 VA 221 2&2 23B 341 218 290 288 31.8 216 234 289 288 212 194 268 21L0 210 114.7 208 27.7 208 14.6 268 27.7 2W 7210 38.0 225 37.8 IN 30.0 228 322 191 2&7 228 294 108 228 228 28.8 166 20.0 718 23.6 402 t8,0 218 221 180 164 226 20A 177 12.9 228 19.6 178 11.3 226 190 170 78(4 309 202 320 m 28.8 202 272 173 21.8 202 23.9 170 1&2 202 2L6 187 17.0 202 18.7 186 18.3 202 1 194 183 126 201 18.7 180 10.9 202 1&9 166 84 202 1&0 168 7810 283 192 284 186 23.8 192 .1 188 2&2 192 224 182 17.7 182 197 169 167 m 18.1 187 142 992 19b 188 11.8 tB2 all 182 1&1 192 14.4 160 8.9 192 142 160 00 in 184 144 18.0 128 1 15.4 144 7&1 128 8910 1&2 127 1&8 1 113 TABLE 2B KU, e: rUR 1 m VYFSC 1 1:1.9•, UUt 1 KE UAMt AN1it1UK PAI 1 EKN ANU ANUKUK VALUES A3 Tt W STANDARD CUP. (D -) X (MULLK)N CAP. ,,,„„� ANCHOR CAP. - USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUBRED' 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: O E 2 TABLE NOTES: AnohorCapuRy Table {Ib9) - - lyingwith d4a Florlda • • • • ESEE INSTRUCTIONS S ON LONGAND SHEET 22 FOR INFORMATION ON LOADING. 1.00d ACCOPUM E SHEETS 8 2 I METHODS 2.7k concrete ffp f 38k On= 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANOIOR OPENING WIDTHS IS ALLOWABLE. 7-.I t Odod Contra FBIed 06111 PTviwd 2 Metal Anchor COp Pattens Anohor 3I78'rOao 13t0um 174'EboUhreron 8i19'Eloo Linme, 31WEftoumaem Imam tmre4m IWO88 0 Bt18'Etoo IW88Eloo 9/081ea1 9126teal 9128100 AWeOator Uftm AW80etor eme4r(ti8 eorew(es) Germ ti) r 2.1w T 3.10 r 048° 064' &324" Edp IPampO 04 1' 2-'82' T' 2.1? 3.178°ftUsUD Embedment @a 1 1:94' 13f4' 1314• r CONCRETE BLOCK UNIT {CMU) SHALL CONFORM TO ASTM C tO. WOOD SHALL BE PRESSURE•TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.88. ALUMINUM SHALL BE O8345 AND BE A MINIMUM OF .12$' T t 1.1K• 1-574" I - V4' 1-ir4' r 1.3t@° 1.3fB" (eee nole4) 2 ®4 .C.IB or P 390 -,"Poo Wano 408 1920,s O,s A C796yIPALLE'Ii, P.E. 4 Anohota01.18"td10. .Q.78teMe,d (otO2elJCSp(F� 480 @a 70048 WA WA WA WA NM WA WA 862O�a 8400re SI"lla 4Aa41aro®3'M9L O.G7(2di An9lalxlp4/(PIg.3x 78DO,a 7BDIhe 8908,0 1BW Bt0 1683 WA 78084 MGM 88000 2284 Me 862IDa 840 1 ICa 2AneWsO WA 0.0.1 talo? Atom. ft 4k WA WA WA WA WA WA W WA Idfi t4/A 800 1 A,rohor7F.421P IFl8 1K We 10800 228160 448160 022@0 mma aro me 239 wa Ota 881 tha 192 ma 260Ibe 2Anohora 421.16" M10. O.Ol FCAP 240 We 380 on W WA WA W WA WA B,a 429O,a 660 We KU, e: rUR 1 m VYFSC 1 1:1.9•, UUt 1 KE UAMt AN1it1UK PAI 1 EKN ANU ANUKUK VALUES A3 Tt W STANDARD CUP. (D -) X (MULLK)N CAP. ,,,„„� ANCHOR CAP. - USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUBRED' 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: O E 2 TABLE NOTES: - - lyingwith d4a Florlda • • • • ESEE INSTRUCTIONS S ON LONGAND SHEET 22 FOR INFORMATION ON LOADING. 1.00d ACCOPUM E SHEETS 8 2 I METHODS f» ffp f 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANOIOR OPENING WIDTHS IS ALLOWABLE. 7-.I t Odod Contra 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. 2 �� IYNN `` ........ HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 8140M ON SHEETS 18.20. . FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE CLP MUST BE USED IN PAIRS. 4) SUBSTRATE& CONCRETE SHALL CONFORM TO ACI $01 SPECIFICATIONS. HOLLOW AND GROUT -FILLED FIGURE 4: FIGURE 6 FIGURE 8 CONCRETE BLOCK UNIT {CMU) SHALL CONFORM TO ASTM C tO. WOOD SHALL BE PRESSURE•TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.88. ALUMINUM SHALL BE O8345 AND BE A MINIMUM OF .12$' T t ; * ;' N0.615705 me I IIII I1I1 II THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .D46• THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .126' THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND� 1• X 2' X 378• MULLION1ITi�I1 �' p t�i•=�: �� ll___l1__J THE MATERIAL -,"Poo A C796yIPALLE'Ii, P.E. FL P.E.# 68706 TABLE 3A IllTABLE 313 mwoncamonyTewepom TABLE NOTES � 1.000' Alrohoreap ao Toblo Opening Wtd81(16r"adv-R mO8n0 onow) or opening Retma Pwr wiz96da sparring m1Dam) 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. vI /Dad9 neat m9rot 6018 6010 7o10 8010 gain mo10 t2oN 14010 16010 \\\ 11 I I I ! I J JJJ 1>5At 878 Atom Lanes Loabs Loading Lanes L0469 L Lowline Loners La4obg L> Lanes Lanes hlaanes LanesI Lanes loading Lanes Tube lilt, h 3) MUILLION AND MULLION CLIPS SHOWNOW EE SHEETS S- SON Hadavcm mumonI 11 I fill 11 111 1111 111 1 11111 11111 F01e4 CMU 4210 170.0 820 170.0 438 17OA 744 170.0 1 478 1708 See MAI 600 117U est 170.0 16118 470.0 1118 1-1 521 1 0U.. 1240 MOI W 148.7 /M 170,0 821 1127.511301 170.0 621 1fl.5 13M 100.01 Wt 4810 170.0 703 170.0 624 170,0 849 170.0 684 170.0 882 170,0 830 117U 1133 170.0 881 161.8 1138 170.0 I W7 MU 1138 170.0 Bao 113.8 1738 170,0 BSD 878 1 1138 1708 BSO 85A f139 170,0 See 1032 170.0 747 IVA 1032 170.0 768 07.9 1032 170.0 740 63.6 60.62610 170.0 I 7h 170.0 BBS 170,0 SBO 170.0 831 187.9 IOU 170.0 884 iWA IOW 170.0 723[4%-A 1032 170.0 766 738 1032 170.0 768 6110 170.0 7W 170.0 812 181.3 307 110.0 081 1382 807 184.7 730 S20A 607 162.3 729 807 146.0 714 88.8 807 141.1 710 50.8 607 140,0 700 Ki 607 146A 709 808 607 WA 709 8910 141.1 735 181.6 628 117.8 736 130.3 Sit 1004 736 11SA 690 88.2 736 IOU NO 736 894 633 70.8 736 88.1 078 88.8 = 01.0 674 80.4 738 81.8 574 44.1 738 818 674 6310 121.9 See 130.0 670 101.0 688 1114 867 87.0 380 88.0 647 782 660 80.1 898 386 838 531 808 SBO Me 628 WA 888 76.8 621 424 683 764 621 38.1 BOB 78.8 521 6810 106.0 607 112.4 622 83.3 607 at 611 76.7 807 S&0 WI 88.2 00/ 77.1 483 BW 714 488 (U 607 e7A 481 442 OW WA 478 379 8W 827 474 33.1 SW 02.7 474 7210 014 810 86.8 443 OB.O 610 T8.0 434 688 10 WA 420 01.0 610 WA Me Me 63A 413 408 810 60.0 408 26.2 819 44.4 388 28.8 Me 44.3 We 7810 888 468 724 400 67.8 468 01.7 362 4&8 468 54.1 388 43.4 458 43.3 378 468 44A 373 34.7 466 418 308 20.8 408 3&9 868 21.7 468 36.77810 1-1/4 r 042 435 WA 381 404 435 S.S 373 464 430 49.8 NO 40.1 436 40.7 380 435 404 386 30.1 435 30.1 351 22A 436 32.8 341 20.1 438 92.2 340 WN 414 327 43.1 290 30.0 3?/ 30A 286 28.8 327 318 200 2&1 327 28.3 275 327 2&7 27f 20.8 327 23.7 268 142 327 1&3 2889810 450ee 89000 1844 M21.O262 344 140 388 267 28.7 ZW 299 262 248 240 20.0 248 8 287 23.1 244 ZW 148 ?AO 17.2 267 18.3 13% 114AW 260 Inn SUFS 10810 242 227 24.7 200 202 227 WA 201 17.1 227 f&0 388 18.1 188 to It* 420 e0 7 111 N 222 216 22.7 104 189 218 t6.1 101 169 216 1&8 138 460 tR6 700ms WA 11010I 17A 184 179 187 WA 380 ms WA IllTABLE 313 Will E: ruR -IRE SAME ANUHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. QCIRCLED VALUES ARE USED IN THE mwwpLE ON SHEET 21. WX WWAUIT7 AUJOtITMEN ( FORMULA! ) X / ANCHOR CAP. ,m,,,\ -ANCHOR CAP,_ M11L1.1ON CAP.,,�.�, THUS FORMULA TO OBTAIN THE ANCHOR 4CITY REQUIRED` CORRESPONDING TO AN JAL PRESSURE REQUIREMENT FOR THE NING. WHEN IT IS LOWER THAN THE MULLION 4CITY (FROM THE TABLE) OF THE SELECTED LION. IT WILL YIELD A MINIMUM ANCHOR 6,CITY WHICH MAY BE USED TO QUALIFY MONAL ANCHOR OPTIONS FROM THE FIGURE 1: FIGURE 2: � • • TABLE NOTES � 1.000' Alrohoreap ao Toblo 10 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. vI /Dad9 neat m9rot SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. \\\ 11 I I I ! I J JJJ PaRE 3 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND(OR OPENING WIDTHS IS ALLOWABLE. 270 emmrete 2.82 Cap. I 3) MUILLION AND MULLION CLIPS SHOWNOW EE SHEETS S- SON Hadavcm ANGLE CLIP MUST BE USED IN PAIRS. F01e4 CMU PTWMd No. 66706 - f 0 f I '. Meto A1uho7CIpP811B1118 AnohaTgpe 3N8^EboU5laoM u4 mactrbneon er18°@an UbWorr ow BlocIBbeOon imFlee WIDOW N48sebo 5/wmoo 14488840- S10stsol aft meal 01181881 AWS Ubacm A98mSsla Sa (GS) emawM Scm((M ;( S PL ON •' �j �" .J�J1, NA4 Cl "' Jv Edge les- 0a)• r 1 2-142• r 24W 3 -IW r 2 -IW r 2 -IM 2' 38/8' r a4r 044' Qa" emba4mm0 (10 1.114' I 1314- 1344 1314' r 1.174- 1-Iw 1.144 1.114' 1-144 1-1/4 r 1348' 1.'08' (sea nate 4) 2 11J 74 nO.QIBteMaMmOeset PIg 1 450ee 89000 1844 On 260 Inn SUFS It* 420 e0 7 Ib6 4 Aim0ae®f.13'Lgn.O.Q /BtaMeN (orOOSEt)GOp(Ptg. 460 tR6 700ms WA WA WA WA 380 ms WA WA WA WA WA 832189 8401as 1lWD 4 NOM 03'1410.0.411(2) 2x6 AnpCOPS /0143): 760 Os 7wras am Be iwot8 mWim 640ID6 Ibs WA 760®8 Mee 8 Ro 2384 Be 66288 84068 it 2Atwtm ® 0.46• AB2 O.Q t R Pig. 41 WAWA WA WA WA WA WA WA WA W WA WA WA WA S Be 1 Atmha/F421p(Ftg.61: 11M J. 228 Ian 440168 Wft 13800 1.NOe 1711bs 378 ee23168 33288 0818e 10388 2b 2806s 2Anoimts4J 1.1rmh O.Q/F-mPft.4 240106 340 WS WA WA WA WA 6080 WA WA WA WA WA I 3WIbs 1 42088 88016s Will E: ruR -IRE SAME ANUHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. QCIRCLED VALUES ARE USED IN THE mwwpLE ON SHEET 21. WX WWAUIT7 AUJOtITMEN ( FORMULA! ) X / ANCHOR CAP. ,m,,,\ -ANCHOR CAP,_ M11L1.1ON CAP.,,�.�, THUS FORMULA TO OBTAIN THE ANCHOR 4CITY REQUIRED` CORRESPONDING TO AN JAL PRESSURE REQUIREMENT FOR THE NING. WHEN IT IS LOWER THAN THE MULLION 4CITY (FROM THE TABLE) OF THE SELECTED LION. IT WILL YIELD A MINIMUM ANCHOR 6,CITY WHICH MAY BE USED TO QUALIFY MONAL ANCHOR OPTIONS FROM THE FIGURE 1: FIGURE 2: � • • TABLE NOTES � 1.000' 10 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. vI /Dad9 neat m9rot SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. \\\ 11 I I I ! I J JJJ PaRE 3 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND(OR OPENING WIDTHS IS ALLOWABLE. 3) MUILLION AND MULLION CLIPS SHOWNOW EE SHEETS S- SON 2 7�' ANGLE CLIP MUST BE USED IN PAIRS. HOLES TO BE DRILLED 6N THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN SHEETS FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES. CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED 376` No. 66706 - f 0 f I '. FIGURE 4' FIWR£6 FIGURE E2 CONCRETE BLOCK UNIT CMU SHALL CONFORM TO ASTM C•W. WOOD SHALL BE PRESSURE -TREATED (CMU) F At OF • jIjI��I' _ I • UM SHALL BE GOWT5 _L BE A MINIMUM OF.1217 7HICKYELL8TEE STUDS TO BE AA MINIMUM SOUTHERN FINE WITH AN 60 FQRADE 39 ANDN 046' THICK 18 GAUD STRl1CTURAt STEEL TO BE AT LEAST .12W THICK AND A3& ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1' X 2J6' X 376` MULLION ;( S PL ON •' �j �" .J�J1, NA4 Cl "' Jv THE MATERIAL. lilt LI__ll�-J }}•� A LYNN IMI. k P.E. FL P.E.# 68706 TABLE 4A TABLE 4B (Ballon Canctly Tabs Anabo7Capacity Opentn WId07 (Por nO mWaa) arOpenIng Hel6M((ar Mello 6) gain 60In 7010 soln 00bt 100(0 120bt 144In I801n 1 x 2.78x Reabng lw TN#Rmg. TMOTI Raota10aiar Reaa00�r *001dom bw Reol oft T av• 1 dal dwg. Tra7411da710. .860 Alam 60 Los" Loa" Lw&S I. -ft Lw 4o Laadbg Laaft I.=" Lwdn3 Loa" Looft Laffi� I-" Loft Laadae L-00 T Mo- Ia � h a FIGURE 3: I 1m 1 1 11 1-11 4201 17010 820 17010 438 17010 740. 170.0 478 17010 888 170.0 808 170.0 002 1740 810 17010 1118 170.0 821 VU 1240 17010 821 Ina 1488 17010 188.7 1820 1708 821 1388 1820 170.0 821 4801 INA 705 170.0 m 170.0 850 170.0 880 170.0 092 17010 890 17010 1133 U40 Oat 17010 v 170.0 07 170.0 1417 1740 880 141.7 1417 170.0 880 121.5 1417 17010 880 100.3 1417 1740 880 6082gi0 1740 747 170A 863 IOA 888 170.0 531 1740 140 170.0 684 17010 HIS 17010 723 $029 I= 17010 747 148.3 1288 1740 788 121.9 1285 170.0 788 104.6 1286 170.0 788 CIA 1288 17010 785 8110 17010 707 170.0 812 17010 818 170A 881 IM 1118 170A 764 150.7 1130 170.0 043 1338 K* 17010 837 I20A 1130 170.0 858 1005 1130 17010 884 85.1 1130 170.0 801 76.3 110 170.0 001 80 to 170.0 60 VU 701 1485 818 {823 781 12&8 818 14410 748 10610 818 1323 735 87.0 818 1236 M 870 816 11&8 720 788 818 114.4 716 828 818 114.4 718 MA 016 114.4 715 &7N 181.0 830 181.0 710 1285 00 1309 864 108.8 820 M2 681 0410 890 112.2 870 04.4 830 1048 804 750 830 86.4 6% 63.3 830 045' 80 848 030 04.1 SO 47A 830 04.1 048 -will 861e 1ffi.1 787 14010 aw 110.0 787 iteA 835 787 104.8 824 625 79 $&1 814 73A 757 88.1 808 6&0 7117 048 040 100 787 7810 93 478 787 708 581 418 757 788 801 721n 101.7 838 100.0 682 04.8 836 01.0 6m 723 836 80.1 so 838 830 728 521 88.8 838 865 614 808 836 52.3 608 i2.4 838 87.2 040 368 88.3 497 315 83S 58.2 401 76In 886 071 00A 408 721 871 Me 406 8 1 07.4 40 64.1 871 808 471 4810 671 OU 404 432 571 815 450 380 671 4710 451 3010 071 44.8 447 27.0 87! 44A 449 78In 8" 042 03A 474 8&7 842 70.8 488 57.1 542 82.1 480 50.0 542 6U 418 440 $42 $1.0 442 40.0 842 47.8 437 39.3 60 4210 120 288 802 40.0 425 2610 50 40.1 423 0010 821 4W 632 381 434 407 454 358 378 Off/ 398 318 328 407 35.3 343 209 407 321 338 28.0 407 208 334 21.7 47 28.1 327 t88 407 24.1 322 MS 404 2310 310 0010 42A 358 04.1 = 358 358 378 314 30.7 380 32.4 308 20.8 980 28.8 304 238 388 28.1 300 215 398 24.0 200 17.9 388 21.0 288 18.3 358 182 284 I(Oln MI 283 30.0 286 2510 263 250 251 215 US 22,8 247 18A 283 189 244 18.7 283 1&0 240 18.1 283 185 237 111 I0 2J.$ 287 28.3 242 231 2W 2&0 236 109 2W WA 236 17.3297 18.3 231 18A 267 185 1228 tobl 1 20.0 1 222 122.31 204 1 16.3 1 220 1 1&8 1 205 1 W71 228 1 182 1 202 TABLE 4B X MULLION CAP ,,,,,,...,) aANCHOR CAP., THIS FORMULA TO OBTAIN THE'ANCHOR 401TY REQUIRED' CORRESPONDING 70 AN UAL PRESSURE REQUOUM ENT FORTHE NINA WHEN IT IS LOWER THAN THE MULLION ACITY (FROM THE TABLE) OF THE SELECTED LION. IT WILL YIELD MINIMUM ANCHOR 4CITY WHICH MAY BE USED TO QUALIFY ITIONAL ANCHOR OPTIONS FROM THE IVU I C: FUR 1171= VrMt!T (iLU-, USE THE SAME ANCHOR PATTERN AND ANGKOR VALUES AS THE STANDARD CLIP. QDCIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. FIGU E 1:FIGU0] Anabo7Capacity Table(@s -RE 0 1) SEE SHEET 1 FOR INSTRUCTIONS ON GING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. -1 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: am caw I 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 1&20. mowwcw . • • . F" cmu PyWom Mem( An"TVM An0WCUP Pallome E4ge -w- Fx 37VMNiIMM P 2112" 1/4'010.0 LBfnwn r 2-10d 918'Eb0 Ukeom O -W 3H8'EI"Lem= V 2-vr Iw9100 uftm 11 2-1W IW88BW BMW BOO Ve8850 Mated #12OW 012aWd A99madm LMmam AggmGww scm(Obl 80. 05) Sum(afh r 3.1(8' T 0.48' 0.04' a32C Embe�ad 1314' 1.114' 1374° 1�4• T 1-174• 1-84' 1174- 1114" 1-'V8' 1.1101• T 9318' 1.'0.8' (Bm nate 4) 2 484 MOL O. mwgaaor txip 1 We MS MQUS 45020 MWS TVA Oe WS 74OWS 48889 Oe MHz 4AM= OR 1,W Mtn. O.Q IaMWM m000e!)C0pft2j 480100 700510 WA WA WA WA o9 WA WA WA WA WA an mus 11200e 4 43' 180. O.C. 1(2)200A0g1et1fp67Q1g. 3t 780 Us 760ns 080018 1560ft 180806 84023 888IOe 780076 Mws 880108 2384100 052 ft 1120078 2 ®O.� Mfn 0. 800 p'4g. WA A WA WA WA WA WA W A 71800. 1AmMt7FCIIDQ7g. 67 104070 1051.60 22808 446076 1 822018 1be 14002 177 PoB 370x6 284186 332 rm 601 Ro 183Ds 210078 2Anchm0IAO'MhMCjF-MpF4.qj 240070 380 WA TVA WA WA 100o7s WA WAA WA I WA I 3281bs 42Albs 604 p7s X MULLION CAP ,,,,,,...,) aANCHOR CAP., THIS FORMULA TO OBTAIN THE'ANCHOR 401TY REQUIRED' CORRESPONDING 70 AN UAL PRESSURE REQUOUM ENT FORTHE NINA WHEN IT IS LOWER THAN THE MULLION ACITY (FROM THE TABLE) OF THE SELECTED LION. IT WILL YIELD MINIMUM ANCHOR 4CITY WHICH MAY BE USED TO QUALIFY ITIONAL ANCHOR OPTIONS FROM THE IVU I C: FUR 1171= VrMt!T (iLU-, USE THE SAME ANCHOR PATTERN AND ANGKOR VALUES AS THE STANDARD CLIP. QDCIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. FIGU E 1:FIGU0] I TABLE NOTES: -RE 0 1) SEE SHEET 1 FOR INSTRUCTIONS ON GING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. -1 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 1&20. 2.780` . • • . HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 180. FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAGE. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C -N. WOOD SHALL BE PRESSURE -TREATED FIGURE 4: FIGURE & FIGURE 6: YELLOW SOUTHERN PINE WITH AN 80 OF 0.65. ALUMINUM SHALL BE 1083-78 AND BE A MINIMUM OF .128' 61 THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046° THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST A26' THICK AND AN ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND I' X 2.76' X .4f W' MMUON THE MATERIAL. A. LYuIJWk P.E. FL P.E.# 56705 TABLE SA Mullion capeftTable opera" Width(for vamc9grapmNrlgff-AV 9)er enmoHOW &rtfmfzmf(ey�sp9rr9rg4raAlore) BON BOM 7010 seta sola 10010 12025 HO to tooth Rea mWW Tmolilana R48Mn>Odu TM plana Reatmlgolat 7Ye6r7da19. 01m UeplTita R TrOydTi qtr Ti0P1TAa�. �Olan9V0r 'f�lTrfartg. Rsota�dm inytlTda neotm�981ar LeP11tlmS. Vx3,126"x t I -ft Loaft I.oama9 L -ft L Laamn9 Loaft Loadne Lam" l IAaua9 toeft Loft L -ft loadtre T b -ow Tube MuFI � �fill, �fill, �fill, � 1fill, � � � if 11 Jill 1 11 11 1it 1 11 1 11 11 11 1 11 if 1111 11 11 Hil 1111 ff I I I I 1 11 11 11 n I I if if 4225 MA 820 170.0 435 170.0 7N 17&e 478 1700 888 170.0 BOB 170.0 682 170.0 510 170.0 lits 178.0 621 170A 1260 170.0 121 770.0 1488 170.0 821 IMO 1738 170.0 641 1864 1802 170.0 621 48 M 170.0 TOB 170.0 624 725.0 SM 1700 ON 170.0 882 1700 830 17UA 1152 170.0 881 170.0 1225 170.0 677 170.0 1417 1700 680 157J 1577 125.0 NO 135.1 1677 170.0 60 1102 1525 170.0 825 50.02525 170.0 747 170.0 583 IMA BBB 178.0 831 170.0 1048 1700 684 170.0 1185 1700 M3 MA 5345 170.0 747 1700 1494 170.0 766 1412 1405 170.0 768 121.5 1495 170.0 788 t003 1425 170.0 768 04 In 170.0 707 Me 612 00.0 258 170.0 881 1700 HIS 170.0 70 170.0 1276 170.0 603 166.1 14M 175.0 e37 148.6 1401 170.0 ON 124.8 1401 170.0 881 708.8 1401 170.0 Ot WA 1401 170.0 881 00 In 170.0 685 170.0 701 170.0 1003 170.0 M7 IOU Ila 1700 520 13&7 1188 167.0 828 123.3 1188 188.5 917 111.0 1188 149.7 810 SR5 1168 1441 003 79.3 INS 1468 803 89.4 1168 144.5 003 03 In 170.0 SM 170A 745 7591 1048 11&0 8M 137.0 1049 188.5 580 119.8 1049 141.7 046 106.6 1049 132.0 836 85.9 1049 1281 � MA 1040 118.3 620 &A tO49 1161 819 59.9 IM 178.9 819 ¢ j6 00 In 1081 988 170.0 789 1UA 065 NU SH 1101 968 13:1.7 788 1042 988 121.4 778 02.8 968 112.8 TBB 83A 9S5 108A 787 808 M 091 749 69A 955 98.7 740 52.1 925 8&7 748 3h' 7325 128.0 803 134.0 257 107.0 800 174.9 884 911 803 1U1.1 070 Boa 803 912 6W 7tA 503 031 649 662 SM 78.8 00 58.8 803 722 OM 451 803 691 828 401 893 e9a 827 7825 1092 721 114.1 W 060 721 07.0 018 700 721 66.1 $05 08.3 721 MA 690 25.7 721 701 586 SU 721 05A 625 461 721 59A 669 25.0 721 68.6 681 34.1 721 66.1 663 MM 101.0 254 125.4 042 884 88.4 BN 252 864 781 625 83.1 587 80.1 254 64.4 856 60.8 804 881 851 12.1 880 80.1 641 $8.1 884 81.3 888 31.8 681 80.6 6(/ ODM 25.8 814 871 466 OU 614 572 446 47.0 814 50.0 440 41.1 433 SBs 814 401 427 921 814 37.3 421 27.4 614 331 412 23.8 614 30.4 408 289 814 20A 403 9825 862 452 55.7 404 452 452 47.0 306 307 452 401 390 39.8 384 39.1 462 321 We 27.1 452 30.3 373 221 452 208 325 10.4 425 242 999 tee 452 22.8100M 1614".0 38.1 387 WO 322 31.7 387 327 317 272 357 25.4 3t2 23A 308 21.1 257 217 909 191 367 25.8 258 151 387 t&0 253 13.8 357 102 2W 111 387 161 283111 tn 35:1 335 361 306 2&a We 30.1 3m 460 399 28.1 285 211 282 fes 386 251 17.5 Me 25.0 284 14.6 598 1" 278 121 338 14.8 225 11.0 338tis 269 12025 27.7 189 282 283 23.1 288 217 269 18.8 289 291 258 17.9 252 181 288 16.3 248 13.9 189 141 248 itA 289 12.8 210 0.B 288 11.4 886 15 289 10.4 232 TART K RA ...,........ , nr vrrv�. w. , e . r� v.uatc rovvnv.. rra.. c.vr wvu wvun�n vw-uco wa � no a iwvuwcu vur. •� runmu�w: oANCHIOR CAP.-, USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUOU34W FOR THE OPENING, WHEN IT 18 LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM 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. F=RE 3: Fo- 1F o *1 ANGLE CLIP MUST SE USED IN PAM. FIGURE 4: FIGURE 6 FIGURE S. � t1 11 -� � • 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANWOR OPENING WIDTHS 18 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-FILLEO CONCRETE SLOG K 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 -TS AND BE A MINIMUM OF .126' 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., B� LYNN No. 587CF5 'iOR�' • ........... 'A LW M{�SO.E. FL P.E.0 60706 Aneher Capa08y Table (Ibe) AndWCDPP009ma 60"8: 8,7k omats 08k Oo= I F&dQNU IrMwd Lletd m1W Eke IW SS Ebo MW Emo UP SS Eft HO Sleet 012 afed 012 SW awborryps m16'1O4o141naooh 1/4•ElaOukaooa 3ne•gaotakeaen t14'EloollWeaat A9aeaemr Mmm Aegroefa Bemw(05)Som(Oe) 94w(0) 1• &112' Y 2.1Q• 341V 1• 2-Iw 1• 2-1rr r 34W r 0.46' 004• 0. e Emftadt 251% 1314' 14C 1 -Ur r 1-W t-114• 1414• MW 1414• /- r 1.310' VW (monoto 4) P Iba 460Ika 1ks 1814 oro ZM 2801bs Oto 74016e 884 fha ItB2lka 328 Atghae 091.16'69n.0.0.181mfdard.0 Ufa$ 48e@o MOma It9A (0A WA WA 380 PPA P9A WA WA 852me 840 Sts 1120 GIs * Mpo(F19.4 4 Mob= ®3. WL 0.Q!(2)WAu113 M M* 78D0. ms lesons 1898 on 840@4 825160 789 858@4 Wft 23 mq 652ma Wes 112DOO 3Afmhore 400.48.69e.O.C. 19AA WA WA WA WA WA PPA WA WA PPA 400 f Atwiwr/F4AP O'1a8 18504 18S 168 220 Wa 4469u 82204 13511ts t tlD [tq 37004 Ike 352814 881 Iba 18325 21016s 280 2A1t¢hae C961m1 t.O.O.1FOP 350ibs N,A WA WA WA 1 H1a WA WA PllA WA WR 92615s 4208ro BSO Sts ...,........ , nr vrrv�. w. , e . r� v.uatc rovvnv.. rra.. c.vr wvu wvun�n vw-uco wa � no a iwvuwcu vur. •� runmu�w: oANCHIOR CAP.-, USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUOU34W FOR THE OPENING, WHEN IT 18 LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM 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. F=RE 3: Fo- 1F o *1 ANGLE CLIP MUST SE USED IN PAM. FIGURE 4: FIGURE 6 FIGURE S. � t1 11 -� � • 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANWOR OPENING WIDTHS 18 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-FILLEO CONCRETE SLOG K 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 -TS AND BE A MINIMUM OF .126' 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., B� LYNN No. 587CF5 'iOR�' • ........... 'A LW M{�SO.E. FL P.E.0 60706 TABLE BA TART FAR MuOton Capitay Table 091re) Anskor Cap80(ty Table (0s) Op rftgWtdth(OoreergcaQyspetWngtatf m)orOpenMgHaWoarhod-flaftepamingrnWons) W10 8010 70111 8010 -N 10010 12610 14010 18010 den9• RNW Det ThIPTIRM Re018114 t WMW4 1x4x.128 Low IAadng Loedog Loaft L-Aw Laedag L -ft Loaft IaaAeg Load4lta Loaft Loaft Loo" toml4g t-" Loading L -ft Loaft Ahm Mallon ® I mwcmu PT R11etd lW8'Elae Ile as a" flAr Eieo twaBEke #0 aced Ott Btad #12&ed meta 3!t8'i�OUaeaon Ui'ElaetEtaron Uteem 3n0•Eu6Ute4a1 Ih HaolEteaal ASO MUM A028dor (M8vawiIP)8OW(CM Edge MMU 00 V 4210 170A 820 170.01 438 170.0 744 170.0 479 1704 800 170.0 899 170.0 e12 170.0 ale 170.0 file 170.0 821 1704 1240 t70.0 MI 170.0 1488 170.0 8911 145,8 1489 170.4 891 IVA life 170.0 891 6810 ODA 789 MA 624 11704 889 11740 094 178.8 992 17U 689 t70A 1133 170.0 601 IMO We Me 677 139.3 1303 I= 880 130.3 MI I4.0 M 1111.7 1308 170.0 MO 07.7 11303 170.0 889 60M to 170.0 747 1170.0 683 170.0 1190 170.0 6311 170.0 1048 1=0 684 IMA 1188 IMO 723 1188.1 i� 170.0 747 HOA 1238 YM0 789 117.1 1235 17U 789 100A 1238 170A 789 874 1239 170.0 789 64In 1170.0 767 170.0 812 170.0 865, IMG 893 1700 1110 170.0 784 18L4 JIM 175,0 800 137.2 11168 17U 837 OU Ilea 170.0 M =9 1190 MA 091 89.2 11188 170.4 881 77.2 11168 170.0 661 6010 170.0 We 170.0 701 18&7 1042 170.0 W 142.0 1042 181.11 832 12LI 1042 148.7 lift 1111.2 1042 1139.6 601 11000 1062 130.2 7911 844 100 110.1 768 71.0 1042 12LI 7M 624 1042 129.1 >M 8310 170.0 930 170.0 748 1815 BBE 183.6 810 112.0.8 1-.4 788 113.0 BBE 131.0 792 1008 802 121.0 768 00.7 99E 8144 768 784 882 108.4 7411 844 982 108.0 74 88.7 100.0 714 Mn 188.0 847 1708 789 1978 947 11440 788 188.1 947 1303 789 703.0 947 tST.Y 762 814 947 108.7 738 829 047 11022 727 684 847 06.1713 68.11 947 84.0 71 81.7 847 814 7111 7210 1340 8119 142.7 M H3.2 840 121.0 722 874 849 1084 708 04.8 840 840 890 746 849 89.7 868 W.9 80 MT 676 894 868 Me M 404 040 Me 089 42A 649 MA 061 7910 110.0 789 1247 886 09.3 768 189.8 ON M8 792 Me 860 722 782 Me 620 642 782 743 809 ITA TM K2 8f3 441 752 MA 902 41.3 782 898 W7 341 782 844 898 7810 IOU 724 131A ON 48.0 721 94.6 621 78.3 704 1124 WB 80.8 724 74.4 689 684 704 68.1 WI 63.4 724 9X4 583 44A 726 673 073 38.2 724 BA3 867 99A 724 898 686 9010 898 60 7118 468 Me 50 68.7 474 49.7 600 628 466 43.6 613 47.1 485 39.5 W 420 482 34.9 943 M.8 448 240 50 34A 438 248 843 321 480 217 543 307 425 9814 873 475 894 427 47.8 478 49.7 419 444 478 43.2 412 35.8 478 348 409 314 478 34.8 489 247 478 324 398 2X9 478 Al 369 20.6 478 All 880 17.9 478 24.2 376 11M819 41.1 $41 39.8 V7 34.8 968 2M 377 30.0 330 26.2 377 208 326 22.4 377 24.0 Mt 20.1 377 22.0 317 15,8 37J 18A 310 !0.4 377 17.1 304 6WIb 4AW=Q2.2ftg04.O.C./8ta�rdTAp Me Me 304 367 318 319 Me 387 278 313 '13.2 397 24A 308 208 387 22.0 368 18.0 387 241 301 144 387 17.4 281 70005 Mine MOM 29.8 270 24.6 308 2&1 274 21A 308 21.7 270 18.3 305 19.2 fel 183 308 173 268 att7.0 WA 6W019 WA 17.2 188 WA Mg19 TART FAR mu l G rum l te: urrtna 1 w.u•, U`JC 1 NC .YNMt: MItnUt4 I -At I t:M APoU ANUIVUH VALUCS AN TSS d FAMUANU CLIP. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 0: FIGURE & • • • • • • • • F-8 MO.* FIGURE 8: FIGURE 0: FIGURE r • • • • • • • • • • ANGLE CLIP (FIGURES 8&8) MUST BE USED IN PAiRS. MUf1UK UMACM -ANCHOR OAP. THIS FORMULA TO OBTAIN THE ANCHOR 4C1TY REQUIRED' CORRESPONDING TO AN JAL PRESSURE REQUIREMENT FOR THE MING, WHEN IT IS LOWER THAN THE MULLION 4CITY (FROM THE TABLE) OF THE SELECTED LION, IT WILL YIELD MINIMUM ANCHOR ACITY WHICH MAY BE USED TO QUALIFY ITIONAL ANCHOR OPTIONS FROM THE 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 IiNTERPOLATION 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 1E DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.2(. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) WWI. CONFORM TO ASTM C-80. WOOD SHALL BE PRESSURE TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.88. ALUMINUM SHALL BE 0083•T6 AND BE A MINIMUM OF .128' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND A45 THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125 THICK AND A30. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. TX4'X.12l� MULLION Smm `� '� • , No. 53705�*,'• �,'•. t � `)s' 113 :'amu': ��7/S�01VA1 1F�� A. LYi�G 1�4�R P.E. FL P.E.$ 5UM Anskor Cap80(ty Table (0s) ArdwClpPabil X6kCao. Hamm I mwcmu PT R11etd lW8'Elae Ile as a" flAr Eieo twaBEke #0 aced Ott Btad #12&ed meta 3!t8'i�OUaeaon Ui'ElaetEtaron Uteem 3n0•Eu6Ute4a1 Ih HaolEteaal ASO MUM A028dor (M8vawiIP)8OW(CM Edge MMU 00 V 2-11!7 1' 2.12' 3.108' 4 2•tr1' P 2 -VT r $-IV r 0.48' OA4' 0.324' Embo t 1.314• t 1314' 13114' r 1.104' "A- Tt "M 11-tt4' 11w 21 138' i38' (Sea ade 2 W4.7580n. 0../ateadardcup(Fig. t oft 89009 3-019 48008 89005 Poli 27011% e040S 7i00S 4-1103 504 11M819 gU 019 6WIb 4AW=Q2.2ftg04.O.C./8ta�rdTAp 700105 70005 Mine MOM 95ZmH WA 6W019 WA 890169 WA Mg19 WA GR8• 8400• 1120@9 BAfOixw®1.48 O.C.1BISodetdCBp(Ff0 9801119 K8609 W WA WA WA 7008 WA NW W WA WA t 0S 188DID9 2240819 4 Anchn a 3.8In.0.0. t (2) 2e6Anga tBpo ¢p. 5,k 780100 W ros WO rad 17-08 0 Es w rad was TO E iao 080 192 rWa ---W-ft 082IDa &Olio t 801D9 9Alfotaa®3'80n.0.0.t(2)2a8A�eCOpS(FS.Br 1170@0 1170819 t0O0S 234000 2044 ft 4t00f 040119 WA 1t400S 1406168 132305 fe180f 878 129008 18-05 iAn¢tae®GAO W1.0.C./UWp.l001t8`AOmf. (Flg. WA 118.0 WA VA PSA WA 6TA 60A q!A 06 AYA NIA RBA WA 14920s 2AWW@Z24' 0.0.1 (Ftg. 350PA 3-05 28005, 70808 478 ft MA 0S 318 008 440 We 008 82819 4201119 WOOS 4AnOme4gt.I., .O.C.lF4xpft 4BO0S 7000s WA NIA WA OTA 9-09 110.0 NIA WA RSA MA 8920• 840 Ere 1120919 mu l G rum l te: urrtna 1 w.u•, U`JC 1 NC .YNMt: MItnUt4 I -At I t:M APoU ANUIVUH VALUCS AN TSS d FAMUANU CLIP. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 0: FIGURE & • • • • • • • • F-8 MO.* FIGURE 8: FIGURE 0: FIGURE r • • • • • • • • • • ANGLE CLIP (FIGURES 8&8) MUST BE USED IN PAiRS. MUf1UK UMACM -ANCHOR OAP. THIS FORMULA TO OBTAIN THE ANCHOR 4C1TY REQUIRED' CORRESPONDING TO AN JAL PRESSURE REQUIREMENT FOR THE MING, WHEN IT IS LOWER THAN THE MULLION 4CITY (FROM THE TABLE) OF THE SELECTED LION, IT WILL YIELD MINIMUM ANCHOR ACITY WHICH MAY BE USED TO QUALIFY ITIONAL ANCHOR OPTIONS FROM THE 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 IiNTERPOLATION 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 1E DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.2(. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) WWI. CONFORM TO ASTM C-80. WOOD SHALL BE PRESSURE TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.88. ALUMINUM SHALL BE 0083•T6 AND BE A MINIMUM OF .128' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND A45 THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125 THICK AND A30. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. TX4'X.12l� MULLION Smm `� '� • , No. 53705�*,'• �,'•. t � `)s' 113 :'amu': ��7/S�01VA1 1F�� A. LYi�G 1�4�R P.E. FL P.E.$ 5UM TABLE 7A 1 80 in 1 801n 1 7010 1 sob 1 9010 1 10010 1 12010 1 110in 1 tMbt 1 1 x4x.376 ' wm ,asp1 uw a �� r iw` •r wtm Muff' � 27k Cmolow &Bk Cot•. I Ah1m Tuire toad HOWIVU FEW Waft" Mete! AnotwClpPeOems Mafia 3H6tlooUlraoa L 8'18"6100 Ima1 3118'EtoolJfOeaon U4'®eotl8maat L 00 E13e as me M1: 11 2-98' r 244 3-016' 1. 2 -tri' r 244 r 84w T o.48' &W awr Muftn 2ARftm@4.7r= 00 3M00 450 Is 111111111 1644@8 11111111111111 IDs SH 2014008 111 11 1111111,111 11820s 11 42D t1s 4AQdwQ2.2rh t.OR./blend d_cvpft rem c ma -ANCHOR CAP,— I THIS FORMULA TO OBTAIN THE ANCHOR ACITY REQUIRED' CORRESPONDING TO AN UAL PRESSURE REQUIREMENT FOR THE NI NG, WHEN IT L4 LOWER THAN THE MULLION ACTTY (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 ANCHOR CAPACITY TABLE NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE & FIGURE 9: TABLE NOTES 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SKEET 22 FOR INFORMATION • • • • • • • • ••F-61.0 ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS13 ALLOWABLE • 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS SEE FIGURE & FIGURE & FIGURE 7: • • • • • • • • • • ANGLE CLIP (FIGURES 583) MUST BE USED IN PAIRS. SHEETS 18.20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPRC)(IMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C -M WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN FINE WITH AN $G OF 0.80. ALUMINUM SHALL BE 6063.75 AND BE A MINIMUM OF .125• THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 MDAW THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .12V THICKAND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1z LYNN * ' No. 58705 * ' 1NES : S •' �[/ s 'A. L�riB�WCGW P.E. FL P.E #58705 A90horCapaoly Table (pre) 27k Cmolow &Bk Cot•. I HOWIVU FEW KVftd Mete! AnotwClpPeOems Mafia 3H6tlooUlraoa t14•nooWreoat 8'18"6100 Ima1 3118'EtoolJfOeaon U4'®eotl8maat IMSSW O WVIfto iM 88 Eft •fowa •12atad a128te• AWeOswt l AWS SmewMS0re00MaaeWM E13e as me M1: 11 2-98' r 244 3-016' 1. 2 -tri' r 244 r 84w T o.48' &W awr PmDedamnt w I_wr 14W 144 Y 1-1/4• 1-U4• 14w I-Iw 1.114• i4w 2' 4) 2ARftm@4.7r= 00 3M00 450 Is MMS 1644@8 21098 IDs SH 2014008 4881x0 60 11820s 32820 42D t1s 4AQdwQ2.2rh t.OR./blend d_cvpft 7W@s ?WW3 880180 141080 Mr4s WA 5som WA 83810 WA 880ma TWA 882 fbs 6�@0 11�ms 8A0dtom .1 M060.C.1ate04ad (FS. MU t400 23 WA WA K% WA Mile WA A FWA WA NIA 1004 Wo 18M®e 2240I1s 4ArAhm g V MIO.ac. 102t8Ar4e01p9 F4 4 MIs 7MIb0 =Ws 17M0s 3=10 64ows 8M 2e 7080• 1480110 83620 I=lbs 2384@8 W2 2e 810x0 112000 8A040ore®9'360.O.C.! 2t8Cape 072. e): 117028 117020 102080 x34080 2844" 840x0 8(0@0 WA 1140x0 1404 a0 I= Me 3816@0 Ea. 1280@3 i8M2s 4 Q0A%Mb.O.C.1U07AIMIl'Ad1m.{Flg. A A WA WA A NTA 1WA A WA NA M WA WA 1432M .O.C.i (FRB. M. OM 3MFAG ros 708110 47811s WA 2M2e WA 31880 OMS 440x0 020 Wa X00 88028 4A0otmtsLIVI 4 Arwlmt0 1.18"MIa. O.C. 1 F•COft 99 480 00 I 7MPos I WA I WA I WA I WA I Wft I WA I WA I WA I WA I IVA882am 84000 112000 -ANCHOR CAP,— I THIS FORMULA TO OBTAIN THE ANCHOR ACITY REQUIRED' CORRESPONDING TO AN UAL PRESSURE REQUIREMENT FOR THE NI NG, WHEN IT L4 LOWER THAN THE MULLION ACTTY (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 ANCHOR CAPACITY TABLE NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE & FIGURE 9: TABLE NOTES 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SKEET 22 FOR INFORMATION • • • • • • • • ••F-61.0 ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS13 ALLOWABLE • 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS SEE FIGURE & FIGURE & FIGURE 7: • • • • • • • • • • ANGLE CLIP (FIGURES 583) MUST BE USED IN PAIRS. SHEETS 18.20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPRC)(IMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C -M WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN FINE WITH AN $G OF 0.80. ALUMINUM SHALL BE 6063.75 AND BE A MINIMUM OF .125• THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 MDAW THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .12V THICKAND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1z LYNN * ' No. 58705 * ' 1NES : S •' �[/ s 'A. L�riB�WCGW P.E. FL P.E #58705 j TABLE 8A 50 In so In 701n IBO to I6031 IOD In 1201n 1401n 18010 1S6° 7l Ism TIa Hmm. Reoml gft ftww na• Rao 4er WNW* Ream+ 4aprm". Reeleop4m 1DepTdm g. Rooter gular Iffigm ne. Reo4a g Dar TmPRdmm• ib elm ip4m TmldMme. Reolmlgdm TmpRdahO. .%Isr K Loaft Lowe Looft L aft Lmdnp I Loft L=ft Loamee Looft Loft Lmft Loaft Lmdra Laft Looft Looft uaft Lwft mram Fla 111 1 h I 1 1111 1 11 1 111 1 11 1 11 1 1 1 TABLE 8B ..v..:. � w� ...� v. r.ac, vcl�, we , nc Jatifr,� /vYVIIVR rr11 1 CRIY /e�11 IVYVr1VR Y/tl.VGJ NJ I [lG J I WYVRI{V VLIT. FIGURE 1: FIGURE 2: TAME 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 NNTERPOLATw BETWEEN MULL LENGTH$ ANDWOR OPENING WIDTHS IS ALLOWABLE. FIGURE ANGLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE CLIP MUST SHEETS 18.2(. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS • • • BE USED SHOWN ON SHEETS 18.20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND FIGURE 4: FIGURE 6 FIGURE @ GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C -B0. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SH ALL BE • 603-T6 AND BE A MINIMUM OF .126' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND • • • .045' THICK (16 GAUGE. STRUCTURAL STEEL TO BE AT LEAST.12V THICK AND A33. ALL • ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL • -ANCHOR CAP., I 3 FORMULA TO OBTAIN THE ANCHOR Y REQUIRED' CORRESPONDING TO AN PRESSURE REQUIREMENT FOR THE 3. WHEN IT 18 LOWER THAN THE MULLION Y (FROM THE TABLE) OF THE SELECTED I. IT WILL YIELD A MINIMUM ANCHOR Y WINCH MAY BE USED TO QUALIFY NAL ANCHOR OPTIONS FROM THE P i Na.58705 A (o is ►3•;114tcr: BTA l . S&/ONAL t A LA MILLFL_}i, P.E. FL P.E-# 68706 Anobor Capaolly Table (Lbs) substoft ftlw AnOwClip Pem3 � Edge WAN= QnT 27k OWN" 3MV Elm ta{mmll r 1 2-1/P ll4' So Ultra= r 2•1ir 3m calx. &W Ebo Immom 3• 3He' Elm txn 2.11d• HOROWCMU 1w 9100 Uamom r 2AM FMW M PTwow mw 114" 88 Moo eHe• Mao U4" 88 Moo 870 Meet 912 MOO 912 Seel Agpoealor Uttmom Awa G—(G—("eormt•(a8) Gam pm T 3.1/E' ? a40' Aw a3w Em6edmeril MY 1 9 1 4' 13x4' T 1.114° 1.fw 1- 1.114' 1-tw Mw r 1.w 1318' (ew note 4) 76' E 7 WIN =a. 42ams 4 Amhao 731.10' WrL O.G N t Wpftd CUP F4 480 Ns 70016s WA A LVA WA 380 n WA e WA WA W WA WA 60 ft 80 V. I= lbs 4 Anahaa®3'N41n•O.C./PsN 218An�e �.3J: 780 He Mae ON In MOM* Man WS 88aele WA 760 no mro 66)@a 2384 We 882 Me* 112DMG 4Anehom ®a N74f. O.Q N UtAp, bdo . 4jPuA WA WA WA NA WA WA WA WA WA WA WA WkWA 1432 1Arala1p ff177et 1 lw 1831bs 228 ke da 138 1 1 370(59 2341bs 891 1831M 2roroe 2�efa ®1.1V Mh1. 0.2lF % -=-W-Ws A WA WA WA O* WA W A WA WA 3261bs 4201bs Ne ..v..:. � w� ...� v. r.ac, vcl�, we , nc Jatifr,� /vYVIIVR rr11 1 CRIY /e�11 IVYVr1VR Y/tl.VGJ NJ I [lG J I WYVRI{V VLIT. FIGURE 1: FIGURE 2: TAME 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 NNTERPOLATw BETWEEN MULL LENGTH$ ANDWOR OPENING WIDTHS IS ALLOWABLE. FIGURE ANGLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE CLIP MUST SHEETS 18.2(. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS • • • BE USED SHOWN ON SHEETS 18.20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND FIGURE 4: FIGURE 6 FIGURE @ GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C -B0. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SH ALL BE • 603-T6 AND BE A MINIMUM OF .126' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND • • • .045' THICK (16 GAUGE. STRUCTURAL STEEL TO BE AT LEAST.12V THICK AND A33. ALL • ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL • -ANCHOR CAP., I 3 FORMULA TO OBTAIN THE ANCHOR Y REQUIRED' CORRESPONDING TO AN PRESSURE REQUIREMENT FOR THE 3. WHEN IT 18 LOWER THAN THE MULLION Y (FROM THE TABLE) OF THE SELECTED I. IT WILL YIELD A MINIMUM ANCHOR Y WINCH MAY BE USED TO QUALIFY NAL ANCHOR OPTIONS FROM THE P i Na.58705 A (o is ►3•;114tcr: BTA l . S&/ONAL t A LA MILLFL_}i, P.E. FL P.E-# 68706 4e 1. 801n CZ)CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. 70In 8011 FIGURE 1: in FIGURE* tODM I in Pro 1x1C$nt h to 180111 • Raofa War TmWfts Red$aW U DaplMMS 3m omo. RDANVW r Tr$P1T fteo(srgido TiapTdap. • l0aa1�0010 TrepiTrim�• RaotargAo TrepPldaig. Reoten8uiar T Reolo�8dm AnehotC9pP9Osma An•ha Raotoreeutm TtdW7dmt8• 1/4 E600 LEreoon 2x4x.26 Loaft Lam Load09 Lo$dtn0 Loaft Loan uaft Loaft 1. Loft Loaft 1 1 -*W Loafing Loaft Loaft L•aft 1.0ed19 r Loaft Loa r Alum Tube fto.. f GAC dffiO ��• V.. � �'��.•' F • h 1 1374• I I a I 1-U4 1-ur 1-U4 I a I h 1 fill, 1 13W' 1.373' 11 I1 Aaotr=@4 1 Il � it 11111111111 if if I H 9e LOCATIONS. 11 H 4 11 IL" 11 111 11`1 111 111 11 It 2L21 486124.3150 1 $.3 1 479 1 21.0 M 1 2LS 1474 I18.21 648 1 l" 1480 118.81 50 11721 458 IMI 6(3' 10A j d48 TARIF AR (D -)X .....,..�.,r.m,,,�=ANCHORCAP.— MULuoN 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. 9.39 CZ)CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. Anchor Capactly Table (Ore) FIGURE 1: FIGURE 2: FIGURE 3: FIGURE* Pro 1x1C$nt h • • • 3m omo. • • moumcmu • TABLE NOTES zoo, Fhw m pr Mdd AnehotC9pP9Osma An•ha 9/18'Etao Utraoon 1/4 E600 LEreoon Rts EIM LIba00n 3ftr Uaaootr 1/4Ela•W"M 1/4'89@00 3718'1]00 v4.89 Moo Ayye•atat ulea0m ApgoOeta *MUM 01281.01 012ftd tlaea{98) Baaw(63) 8aot(OBj Ed3$l>oeteme BnT 1. 2-Vr r 1 3.11 r 2.11T 2-ur r 3•NB' r 0.48' GAC dffiO ��• V.. � �'��.•' F • Efnbadraa0 1.3f4 1374• 1374 l -w r 1-U4 1-ur 1-U4 144 1-114 1-U4 r 13W' 1.373' {$a ante 4) Aaotr=@4 0.0.18Waftditft to 3MR�$ 3 191 9e LOCATIONS. 740 r O Br$ 1320re 7 FIGURE Drs 9s 4AWM02.89'180. O.0. IStendmd CIIo ft 740 Ns 7403E 3301M 14830r$ 142400 WA 5mms WA 8831ba WA 8800w WA 632Mo mms imam BAnaha$ ®1.7r Wn.0.0.181aad$rd 1XIp (Wg 4 e61f IEa MUST O USE 788 @$ 1948 13A 7� WA T88 ge WA WA 878 1280 W$ 1880111$ ®3' 0.0.f(�2t8Avgt•QIP$ 8 780 me 1 A. LYNN P.E. 98001$ 18303x$ I=% • • mns WA Mfi* 93OU Mft 26 8 . MWO 112030 8 ® MM. .0.1 2x6 At�•Ctlps (FIA. U7050 10000 t 2340 11* WA NO 1310gra 1 38490x$ I 878Wa I tmws lmft 3/1rro Q 1.36'381 ..l LLt2ip, qdo U WANA WA tdN1 WA A WA WA WA WA WA WA 08A 4 BAraha$®0.84 0.0.l WAp, no 1/8'Akp0. t1T8• WA WA WA WA WA WA WA WA WA WA W 21 2AOMM@U rFMAMf-MP(FI8.9$ mms 3700E 318 @s 7p ri2gn NA 28001 318 WA 4400�a P17A 12=1 IMM 120111$ MUM 9AWJMQI.71"MM. .Q1F-Wpft M 3s- 3401bs 78DDis 3480E 2701bs 28016a WA 38016s 483 460 Po$ 11320$ 326Oi$ 4231M 380@$ (D -)X .....,..�.,r.m,,,�=ANCHORCAP.— MULuoN 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. 9.39 CZ)CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE* Pro 1x1C$nt h • • • • • • TABLE NOTES zoo, 1{{11lttlilff • • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USM THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR11 ON 1 � • • • GENERAL INSTALLATION METHODS. ��• V.. � �'��.•' F • FIGURE &• FIGURES: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS 19 ALLOWABLE, 4.Otp' r ]lC = * ' No. 58705 • • • • • • • • SEE OW SU GES HOLES TO BE DRILLED IN 3) MULLION AND MULLION CLOS SHOWN ARE NOT TO SCALE. FOR EXACT 18.20. FIGURES THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS BROWN ON SHEETS 18-20. FIGURES BROW SUGGESTED. APPROXIMATE HOLE 1$ 0�`Gt t5 t3 LOCATIONS. r O FIGURE 7 FIGURE • • 8: FIGURE 9: FIGURE 10 ANGLE (FIST E 4) SUBSTRATES: CONCRETE SWILL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM ASTM WOOD SHALL BE PRESSURE-TREATEDA YELLOW PND WITH AN SG OF 0.66. �iO'�� '• , °LORVOP.•' �i S N '11/11 • • • • MUST O USE ALUMINUM SHALL BE 3- AND BE TUDS TO BE MINIMLRN MINIMUM OFAW 18 D A 2 X 4' X 28' MULLION t0 �`� IN PAIRS. TO AT LEAST 926' THICK AND A3& ALL ANCHORS INTO METAL SHALL EXTENMGRADE STRUCTURAL STEEL LEAST 3 SC( W 1 A. LYNN P.E. • • • • • THREADS BEYOND THE MATERIAL .# SSLR, FI. P.6.1? 68706 TABLE 1QA MtdlonO a TabN Operift INId01(tor ram-d'arm) w Op -In H•IgM r mublo) 60112 MIn 7010 8010 gob 10061 12061 1401n 16613 Reetan0Aw TMP Mms RaA mWx Tmp/rtien9. Rmtmtlulm Tiep7 Reafengl4m TmptrMal60• Rmlmtg8er 7n81t7dmle. RxWmmft TtN1Imm Reds Tmp7THM Radar T/ep7 bm �Tmp www 2x8%.28 Waft Load+re Loaft Looft Loaft Low Loaft l -ft Towne Lmdt Ladm Loaft Lsed" Losdn9 L -ft Low m Tuho � 11 1, 11 fill h I Is I a 11 1 a a 1 11� 4 -2 -In 170.0 ON tM0 40 1704 744 170.0 476 1170.0 666 17OA M 1704 683 19&0 S19 1780 1118 170.0 621 170.0 1240 Ir&0 621 170.0 1460 118.0 �t 170.0 1739 17&0 621 t7&0 1683 110.0 621 48N 170.0 709 1704 624 110.0 SW t7M.a 984 170.0 602 170.0 630 1704 1133 1704 ON 1704 1276 170.0 W 190.0 MIT 1600 680 170.0 I00 170.0 00 170.0 1888 IRA 680 170.0 23W 1704 6W ften In MO 747 1 170.0 683 170.0 899 1760 031 170.0 1048 170.8 684 170.0 1185 170.0 723 170A 1349 170.0 747 iW0 1404 11IL01 766 IMG 1783 170.0 786 I 170.0 2090 170A M 1704 2891 1704 786 5461 170.0 737117&0 812 17U 08 170.0 881 170.0 1118 170.0 764 170.0 1278 170.0 8M 170.0 1434 1704 037 170.0 1684 170.0 860 Ima 1613 170.0 001 1704 2761 170.0 801 170.0 780 170.0 681 0010 170.0 80 1704 701 170.0 1083 ISMS 707 1704 1240 IT0.0 878 170.0 MIT 1704 844 170.0 1804 1704 8911 170.0 1771 I= 1033 170.0 2125 1704 1603 1704 2470 170.0 SOBS 470.0 2W 170.0 t00 031n 170.0 930 1704 745 1704 IS% 1740 680 170.0 1302 17MO 040 170.0 14M 17LO IMIS 170.0 t873 170.0 1078 1704 108 170.0 9t22 170.0 2231 IT" 4169 170.0 2603 tTOA 1171 170.0 2870 1704 1171 6861 T10A W4 MI) 780 1704 1160 170.0 003 17&0 tM4 IMO 1002 170.0 IM 1704 100 1704 t70 17&0 1160 ITU 11140 110.0 1210 17&0 2336 1704 1278 STU 2721 IRA 1288 1704 3117 170.0 120 72 to 170.0 1083 170.0 376 170* 1278 17&6 1000 170.0 1488 170.0 1128 170.0 1700 ITU 1226 ITU 1013 170.0 1318 170.0 2120 170.0 IW 1 170.0 2600 1700 MW 170.0876 2 170.0 1628 Vao 3100 1704 1690 761n 170,0 1122 17&0 037 17&0 1348 17&0 1370 170.0 IM00.9I= 170.0 1784 170.0 13221704 2016 17U 1421 170.0 2248 170.0 1606 170.0 170.0 1828 1704 3140 1704 1894 1904 3689 170.0 1708 78th ACA 1181 1170.0 60'1 17" 1381 170.0 lite 1704 t0/ 170.0 1260 170.0 1042 170.0 1360 17060 2060 1704 1474 170.0 2402 170.0 1684 190.0 2783 1704 1700 ITOA 39x1 17&0 1777 170.0 3083 170.0 1708 90 in 1704 1928 VISA 1144 170.0 1604 17&0 1320 17&0 1680 1704 1468 170.0 2128 IMO 103 170.0 2301 170A 1793 STU 208 170.01 1818 170.0 3108 1704 2128 INA 303 170.0 2273 138.6 3413 170.0 2361 06 t1 170.0 1417 170.1 tea 170.0 1700 170.0 1434 170.0 188;1 170.0 1822 170.0 2237 170,0 1794 IVA 2980 170.0 ism 170.0 2839 170.0 200 IMO 3189 170.0 2816 137.1 MOO MA 2470 1210 3188 10&1 2428 1060 t7&0 1694 Im 1408 170.0 9013 170.0 1817 170.0 2x11 1111.0 1870 170.6 2650 170.0 60'10 VIA 2781 570.0 2271 146.3 2nJ 101.0 239:4 128.8 2781 M0.412291 104 2781 IM 2234 029 2781 IWO 2160 11160 170.0 1836 fRU) 14M 170.0 1086 170.0 1700 1104 2203 170.0 1932 17&0 201 1704 2149 1$1.8 20:Q 137.3 2249 1364 X32 148.4 2216 113.8 2C.Q 12&4 210 874 1832 tt&I 2190 66.4 i8 100.3 2090 120112 170.0 1771 ilOA 1886 17&0 2126 /700 1650 ISM 7152 15U 1091 13LI 202 MIA 104 120.1 Zd60 127,2 SM 1081 7782 It8./ 101• 90.1 2260 69.6 1W2 172 202 0.0 108 WA 2750 61.4 1808 14461 126.1 ISM/ 1284 1449 371.3 16-04 10-60 1426 80.4 1 104 I WA I 14W Itt1961 ftTj 1360 I OLS 1 104 72.3 1373 026 104 66.7 1360 I 5Z1 ISM S80 13M 44.7 1 1684 I 492 I 130 1311 ISM 44A 1289 TARI_F 11IR =ANCHOR CAP.w 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: FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: Ftt441RE 6: FIGURE tk FTOl1>ZE 1@ FlGIIRE 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 ANWOR OPENING WIDTHS 18 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 FIGURE 6: FIiU1tE B: FIGURE 7: SHEETS 18-20. FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATK)NS. ANGLE • • • • • • • • CLIP 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC 301 SPECIFICATIONS. HOLLOW AND GROUT FIL • • • • • • • • TIG � CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM Com. WOOD SHALT. BE PRESSU RE-TREATE YELLOW SOUTHERN PINE WITH AN SG OF 0.56. ALUMINUM SHALL BE 606446 AND BE A MINIMUM OF. MUST BE THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND 145' THICK (18 GAUGE). STRUCTURAL STEEL • • • • • • • • PAM. BE AT LEAST .125° THICK AND A3& ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL P `111111111/1j1' ' No. 68705 �•'a �OI �.� ''tL: Q STATE ' i�(C�•'•.�LORiDP ' GSR" ZONALI A. LYNN MILLER, P.E. FL P.E.# 68705 AttohorCapaoIIy+TabIs (04e) aastmts 7k 343 Conn. I Hoomew FMW CMU PrWm6 Metal ABWarC9pPabm Anlhorrypa 3118 BmNtaaon U4°EbotOtm40 Kilo, moo Uemom 2NB EboU4lmm 1/4'Bmt2t•0m 114"88 EIOo 6IV ftO IW 88 Bao 4108tW 0128100 012 Steel A080dw UOmon Agwa(l for S4mw(08) 8ora6(w) 8orm0(o8) e OlOdtmO PnB Y 412• 7.1w 1` 2S-iw 11 2412' T 244 7 3-'Ifa' 7 0,4w0,4wgxtw (1.3m(1.3memLmmmt ttex 1314"1314"-TW-1ffi 314• 7 1.114° 1.1/4' 1.114' 1.1/4' 1-144' I -W 7 131a' 14W (aeatWa4) 2Amlm1.047 Mtn aQ/ am p .tor 0.B Os 1 TOB OMS. ib8 >m 77SN" 4M9s 69404 1 8098 4 kWh= 64AW O.Q IWrM eid pft 7M0s 70169 8M0s 1T•00e 0s 04029 6 ft 7090. 1460•• M89s 110469 2384 We SIR Ms e400s N20W BArm=G 1.7r Mtn QQ/131806ald C9p(% 4) 118009 140001 ItIft) a 1Os NIA 840118 WA IOMos WA WA WA IMM180 2249 Poo -Ardw®3' aa/ 218 A -&caps P59.o rows 760168 6M1ts laorm 16MOs 99049 69000 WA 76016. 0804 60008 238400 892 810169 17 6A04h0m 4 TEM CLQ I M US A40 MPS (ft0 IMO RM 168008 '1360 @8 3120164 3782161 IOM R s I= to WA 182083 '1872 Poe 1740 &8 472809 1M4 0s IMO Rte 22401te 12Ar3(tas 101.8'60(12 aA/(2}2x8 OQPe (P1&71: IMOOs 210009 3780 A WA 132009 I WA 16000s WA I WA VA iMMe 2SWM3 MOMO 4 Amtas ®1. 'Min O.a /UCHp, Into 1/0' Atm P90. Ok WA WA WA WA A WA WA WA WA WA WA A 1492!00 0 Atshom 60 0.0. / U MA OQM AOm. 8): WA WA W WA WA I NfA NIA WA WA WA WA WA WA 8s 2 Amiss 04.66` 1464 O.Q 1 F-COp Wig, W; 39003 =no 4was 1 M00s I 1602 27093 2M08 =4 Om 740160 460Ite78208 828 mo 660 4 AMh=E31.71' 4012. MQ 17C9p(RI9.117 6016s 70009 M808 1=rM WA WA 47016. WA 63303 A WA WA 0s 04008 11201 =ANCHOR CAP.w 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: FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: Ftt441RE 6: FIGURE tk FTOl1>ZE 1@ FlGIIRE 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 ANWOR OPENING WIDTHS 18 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 FIGURE 6: FIiU1tE B: FIGURE 7: SHEETS 18-20. FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATK)NS. ANGLE • • • • • • • • CLIP 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC 301 SPECIFICATIONS. HOLLOW AND GROUT FIL • • • • • • • • TIG � CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM Com. WOOD SHALT. BE PRESSU RE-TREATE YELLOW SOUTHERN PINE WITH AN SG OF 0.56. ALUMINUM SHALL BE 606446 AND BE A MINIMUM OF. MUST BE THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND 145' THICK (18 GAUGE). STRUCTURAL STEEL • • • • • • • • PAM. BE AT LEAST .125° THICK AND A3& ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL P `111111111/1j1' ' No. 68705 �•'a �OI �.� ''tL: Q STATE ' i�(C�•'•.�LORiDP ' GSR" ZONALI A. LYNN MILLER, P.E. FL P.E.# 68705 TABLE 11A 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 W TERPOLATION BETWEEN MULL LENGTHS ANIXOR OPENING WIDTHS IS ALLOWABLE. F3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSMNS, SEE SHEETS 18.20. • • • • HOLES TO BE DRILLED W THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-28. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED W PAIRS. 4) SUBSTRATES. CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FRIED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C -K WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.85. ALUMINUM SHALL BE 808348 AND BE A MINIMUM OF .125' THICK. STEEL STNS TO BE A MINI LIM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.12V THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL (DR-) X / ANCHOR CAP o"„� =ANCHOR CAP.- MULUON USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED` CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN R IS LONER 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 No. 58705 ;9f0ldAG A. LYNN MILLER, P.E. FL P.E.#58705 AttoborCepeOILY TWO PS) Mullon Table AndlorCl�7PelemsI Openingwtdg1(torwet5m4y6pemtngmMiAone)orOperNngHetgbt(fWgr Maly-sp6rcirgfmiu-) QRt win 60to 7010 801n 901 'PoO ie 161 mtft 58010 118"x2.11" Reatm0- Tmffft , Rao L"ft U-1ro Log Reclarau w TN#Tdg* ft�uffir La" Lwft Mft Tm0/f14! Tapndarg. TraWTdm6• retdw Trete L -ft Loaft Ldad12 Lw8 leedin8 L� RfldergWar TlepRdeag Reofarg�dar Ta LaadUg Loaft L -ft Loaft J2V Alum xTub861uI11 Fmuwmwtvn l -w t•3/4• $$Lo0Loaft l421 1-114• i-vP 1-v4• 1-14' r t;M' I -W (seenole4 4 AW= (g1 V ML QR 212) Anda G 1 g 1442 826 167.0 428 t282 ti08 1488183.0 62$ 1388 414 80.1 826 1319 4t1 8a1 628 134.! 411 715 820 130.7 411 8a1 628 190.9 41f 81.6 13A.1 417 48.7 M8 194.1 2611481 Iha 888 403 %M0 338 80.8 403 967 MO 403 884 320 W.4 403 81.4 317 887 403 79.1 318 483 403 Tae 3% 40.3 403 788 314 34.6 403 78.8 314 302 403 76.8 314 80.6261 823 382 91.0 361 889 30 7A3 204 888 362 71.8 289 8L8 382 67.2 283 487 3Cl e49 284 41.2 339 888 2B 343 m ebb 283 29.4 382 836 283 28.7 982 63.5 283 841 87.8 316 74.1 207 68.5 318 64.2 281 485 318 57.7 266 42.4 318 838 2963 37.7 318 60.8 260 33b 318 4a8 248 23.3 318 49.1 240 24.2 318 49.1 248 211 318 48.1 248 601 488 256 M1 218 41.2 2268 4a7 214 M.3 258 487 250 M8 258 37.2 207 2r.6 268 34.8 204 247 266 334 203 280 268 =2 201 17.7 288 82.2 201 t88 258 S&2 201 83 to 427 2.34 45,8 200 35.8 234 1 39.1 196 309 236 34.7 182 287 234 31.8 1M 237 234 28.4 IN 21.4 234 226.0 104 17.8 234 26.6 783 16.3 234 286 183 184 230 288 163 601 372 213 39.4 103 3U7 170 26.5 213 2a8 176 232 213 27.0 173 288 213 281 1707110 Re 178 881 188 8 259 162 20A 178 229 148 17.8 178 20.3 147781 131.02ZI3 24,3 78128.4 140 1 219 137 17A781 , 18'26 215 133 21 109 131 t8:1 1826 179 128 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 W TERPOLATION BETWEEN MULL LENGTHS ANIXOR OPENING WIDTHS IS ALLOWABLE. F3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSMNS, SEE SHEETS 18.20. • • • • HOLES TO BE DRILLED W THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-28. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED W PAIRS. 4) SUBSTRATES. CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FRIED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C -K WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.85. ALUMINUM SHALL BE 808348 AND BE A MINIMUM OF .125' THICK. STEEL STNS TO BE A MINI LIM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.12V THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL (DR-) X / ANCHOR CAP o"„� =ANCHOR CAP.- MULUON USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED` CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN R IS LONER 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 No. 58705 ;9f0ldAG A. LYNN MILLER, P.E. FL P.E.#58705 AttoborCepeOILY TWO PS) AndlorCl�7PelemsI 3a Caro. QRt Mod= PTWood mew AwwTwx 3firao010trao00 11V Wo Lem= mrOw wirm0o79rmoan vt-124ot if4.88Eto0 V -1W -Mo t14.88Ew 0108%% MOW 812ftd tl2reom A9getletw t6traatl A9ga0atw eaew(&SBwem(ctb) eomv(tt61 1 IXsfmoe Mk 212' 1• 2112 3•t/6 I- 2.112` r 2172 r 3408' r a64' 022P Fmuwmwtvn l -w t•3/4• 1374• 1+962 ? 1-tt4' t-1for 1-114• i-vP 1-v4• 1-14' r t;M' I -W (seenole4 4 AW= (g1 V ML QR 212) Anda G 1 g 1MB 64o6n 600 Iha 23�4Iba 188 10s 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 W TERPOLATION BETWEEN MULL LENGTHS ANIXOR OPENING WIDTHS IS ALLOWABLE. F3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSMNS, SEE SHEETS 18.20. • • • • HOLES TO BE DRILLED W THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-28. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED W PAIRS. 4) SUBSTRATES. CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FRIED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C -K WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.85. ALUMINUM SHALL BE 808348 AND BE A MINIMUM OF .125' THICK. STEEL STNS TO BE A MINI LIM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.12V THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL (DR-) X / ANCHOR CAP o"„� =ANCHOR CAP.- MULUON USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED` CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN R IS LONER 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 No. 58705 ;9f0ldAG A. LYNN MILLER, P.E. FL P.E.#58705 TABLE 12A muftn 0 gony Table MaIRII 011-Ing=dth((wvm81m 1Wfg MO-) or Opsn tg Height forhuW64,spardrs Hallo-) so In 601n 7014 6061 8061 toot, 12014 14061 no to RnWroft 71eRn'BM ft Twoftm a8 T+epdf0en8• t tat Trq fftgn iRwleo0t4av TOWntat9. keatmgamt Rman910ar T18ptltlag. Reotel®1da Tm3Vf8etlg. 14�ta50.4a TieMOnnB. 3.26'30 waft Lmmns Uadn Laft Uoft L amfg lmdn8 Loema9 I-" I-" IAe" Uaft Uaft L -ft uadtm Leadnp L - ft L -ft DEO. AL 13AYMIL �1, 1 fill, a I I I 1 I I I 111 11 11 11 1111 ( 1 1 3 11 1 11 11 1 42 In Rae 620 170.0 430 170.0 744 170.0 478 170.0 808 t70A We 170.0 092 170.0 818 170.0 1118 170.0 821 170.0 170 Me 621 170.0 14W 110 11 170.0 1735 IMA 521 410.1 1740 170.0 621 4861 170.0 708 1700 024 1170.0 IN 1700 680 17x0 M 170.0 830 INA t133 Me 801 170.0 1710 1740 877 170.0 1417 170.0 1022 I= 170.01 600 130.0 1672 170.0 = 1142 1622 1700 660 8080ta 170.0 747 170.0f0U 170.0 878 170.0 831 178.0 1049 170.0 684 170.0 1108 Me 773 Me 1348 1740 747 180.2 1443 IVA I 786 139.0 1433 170.01 788 1174 1148 1740 768 IOU 1443 170.0 I 780 M 14 170.0 767 1700 812 110 ON Me 881 1700 1118 170.0 104 170.0 1278 170.0 U3 580.4 1353 t70e ON 144.3 1303 1700 808 120.3 1383 WILD 861 103.1 1363 170.0 881 002 1303 1740 Bet 60 In 170.0 688 1704 701 170.0 1083 1740 787 187.0 12fa 170.0 878 1441 1218 170.0 044 UIS 1218 188.9 830 lite 1218 162.1 824 87.4 1210 14&11 813 83.8 1218 1441 813 73.1 1218 148.1 013 8314 170.0 030 1709 748 1700 1118 170.0 860 1002 1160 t86e 813 131A 1150 1.01.0 014 116.8 1100 141.9 6N 1041 1180 1342 688 87.8 1160 128.71 871 741 1180 1282 678 88.7 1160 1282 870 Wln 1740 874 170.0 760 162.4 tope t65.8 881 130.0 1048 1488 04 114.3 1048 133.1 880 101.9 Me MA 838 81.4 ISO INA 830 782 1048 108A 621 86.3 1008 1082 618 07.1 1048 1082 818 72 in 140.8 MO t47e 7M IVA ON 128.0 746 1008 880 110.0 734 68.0 ON 100.0 722 782 m 82.0 712 70A 880 842 701 547 880 78.2 883 623 000 783 006 44.0 080 78.4 ON 781n 1107 700 t2L1 890 OU 700 1044 178 603 M 83.3 883 748r-31 03.0 862 683 780 709 643 NA 700 71.7 SU 4" 700 Bat M 428 700 O.1 618 VA 780 613 017 7801 1108 760 1163 657 013 700 841 8N 701 760 SU 692 682 77.1 821 61A 750 70.8 612 45.4 780 65.7 = 48.2 160 69A 04 39.6 7m 68.2 We 34.6 700 553 !88 8061 721 M 74.4 600 %I 083 82.0 401 61.0 663 668 483 4&1 489 476 40.1 503 44.4 486 Al 663 409 462 30.0 683 302 402 288 663 83.3 448 22.8 663 $1.8 442 Mtn 69A 495 61.1 443 49.6 495 81.6 435 424 4M 44.6 427 37.1 300 421 33.0 495 301 416 20,7 496 832 499 249 /8S 20.1 400 21.2 495 28.6 394 18.8 488 240 IM In 41.7 381 42.8 363 34,8 391 348 348 2re 391 31.1 342 2LI 273 337 232 891 249 333 20.8 801 27.8 328 17.4 381 19J 321 149 391 17.8 318 It11n A4 370 892 US 37.0 370 33A 330 27.0 370 289 328 24.0 25A 320 21.4 370 22.0 3!a 192 370 200 312 /6A 370 18.1 368 12010 30.4 317 30.0 289 253 217 20.0 284 21.7 317 720 280 10.8 fag 278 16,8 917 tl9 279 Mtn 17A 220 17.8 203 LE 129 FIGURE 1: FIGURE 2: FIGURE 3: ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PARS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEER 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS MOWN 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 Qat. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.88. ALUMINUM SHALL BE 8013.76 AND BE A MINIMUM OF .126' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .044 THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST AW THICK AND A30. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL ) X tMULLK)N CAP.,,•,,,a.� 'ANCHOR CAP.,,, THIS FORMULA TO OBTAIN THE "ANCHOR ACITY REQUIRED" CORRESPONDING TO AN UAL PRESSURE REQUIREMENT FOR THE NINO. WHEN IT IS LOWER THAN THE MULLION 4CITY (FROM THE TABLE) OF THE SELECTED LION. IT WILL YIELD A MINIMUM ANCHOR 4CITY WHICH MAY BE USED TO QUALIFY TTKINAL ANCHOR OPTIONS FROM THE 30• BAY MULLMN �1Lit11117/!7j ~ No.58705 STAT 0 �i��sS.;r(OR10p;. •�G1�� o��ttN�AI A LYNN <Ut� LER. P.E. FL P.EA 58705 AnohorCapoW Table oW) AtmhorClpPaf6nre 23k Camtet4 3mcom. HWMCMJ pwwoI7 PtWood Nelm dt8• dm t74• as Elm wur 1300 or es 6tm •108tem •12 stem somm Am6aTyym: 3t16•t3mlarnmae yr 6.b0tAbeaal 5+18'Ekou6aam Ur Elm U6mm 1!@IBmn Aglre08Nt IR666.1 AggeBft 8aew{06I8aa7(01s1 80rewM M) Y 2 -Ur t• 2-itr a.1le• t` 24W t• 2 -Ur r Mw r 0.4r 884" 0ffi4• 8mbodma0 I1tr 144 Ia 1.314• r I41P 1-itr 1 -IW 7 -IW 1.114' 1-014• r 1418' 1.318• mte @8• 0. ! Qp 1) 30000 460119 600110 1(00@8 270 740 408 he 013 It 4m BBOIbe 4Admte*3.rMIn.O.QI(2)Wklltetap ft2): 700@9 Man MM 11370110 MOM 040as IN N3 WA 1tom5 838®9 880105 2304(19 86006 840M 11200n 8Am01.0 27Y 1800.0./ 818 (afpe /12 tt=lbs SU n8 2248 as 2284109 NA 840169 NA t0�0s NA 13208et N!A mom 1260ft 161mm9 FIGURE 1: FIGURE 2: FIGURE 3: ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PARS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEER 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS MOWN 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 Qat. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.88. ALUMINUM SHALL BE 8013.76 AND BE A MINIMUM OF .126' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .044 THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST AW THICK AND A30. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL ) X tMULLK)N CAP.,,•,,,a.� 'ANCHOR CAP.,,, THIS FORMULA TO OBTAIN THE "ANCHOR ACITY REQUIRED" CORRESPONDING TO AN UAL PRESSURE REQUIREMENT FOR THE NINO. WHEN IT IS LOWER THAN THE MULLION 4CITY (FROM THE TABLE) OF THE SELECTED LION. IT WILL YIELD A MINIMUM ANCHOR 4CITY WHICH MAY BE USED TO QUALIFY TTKINAL ANCHOR OPTIONS FROM THE 30• BAY MULLMN �1Lit11117/!7j ~ No.58705 STAT 0 �i��sS.;r(OR10p;. •�G1�� o��ttN�AI A LYNN <Ut� LER. P.E. FL P.EA 58705 TABLE 13A AnohorOOpaftTablo (lbs) Lwukm Da OW Opwna vv14M (twvaill mysp-fim ml8 ow"m OpOn1119 No hmt W mlBons) AadwCUP PBt6Bm9 6914 6914 70th 0014 9014 loch 12014 WD In 19014 Reotmt6nlnt I YWftm RwIwWw I 7raptft" wmmbf, Reatm r T[Rtl blo Rea1en09tm WSM R WCAW Tom• Raotmodm 1fepn", Reow*w RBoto*ft Tia 3.26'46 LarAW Loofifg Loedno Loaft Loof8v0 Loaft LwB00 laaft Uftft Load00 L afln0 L=ft Uaft Loam Loaft Load69 Laft I to$" DEMAL BAYMULL 2•t!'/• 3.148" h 11 fill h I h 2.112• 1111 11 11 11 11 11 11 if I 1 11 11 1111 4114 170A 8.10 170.0 438 170.0 744 1 170.0 478 170.0 880 170.0 BOB OU 02 170.0 810 170A 1118 170.0 821 1 170.0 1240 170.0 SM JIM 1488 170.0 SLI 178.0 1786 170.0 621 160.3 1871 170.0 621 4810 170.0 708 170.0 $24 170A 60WO 170.0 494 170.0 862 170.0 830 170.0 1133 170.0 881 IMO 1278 170.0 877 170.0 1417 170.0 860 163.7 1837 170.0 ND 1409 1837 170.0 680 122.8 1549 170.0 880 60 MIn 170.0 747 170.0 W3 170.0 BBB 1740 ON MO 1048 1740 ON 170.0 1166 170.0 M 170A 1348 MO 747 17MO 1484 170.0 786 147.1 1492 170.0 766 112LI 1662 1780 786 110.41 1562 I 1740 788 8419 170.0 787 170.0 812 170.0 ON 1740 881 170.0 1118 170.0 784 170.0 1275 170.0 803 I70A t434 170.0 837 1492 1449 110.0 ON 1209 1466 170.0 BBI I 110.0 1449 1740 681 W.0 1/49 1740 Wt 691n 170.0 1168 1740 lot 110.0 1063 170.0 7W 17U 1240 1740 878 187.] 1306 170.0 044 138.7 1498 170A BM 126.7 1349 ISM 884 WU 1349 187.1 982 189.0 1308 157.1 682 780. 1698 167.1 649 0314 170A 030 170.0 748 170.0 1110 170.0 849 tMO 1247 170.0 040 142.8 1247 1669 MS 1247 1247 1826 049 114.0 1247 1449 8L2 860. 1247 1342 600 BtA 1247 436.7 930 7tA 1247 136.7 666 6010 17OA 494 1170.0 769 170A 1169 17U SM 148.4 1100 163.7 949 128.0 H40 147.9 948 116.4 MO 1340 828 1039 1190 M4 814 646 1100 1189 849 742 1190 116.1 803 040. 0% 1141 849 7214 tStS 1010 IMA 877 1343 1010 144.0 BW 1144 1010 1272 842 101.0 1010 114.7 020 699 1010 148.6 617 80.8 1010 o" am 87A 1040 00.6 m 67.7 10]0 87.8 m 648f810 873 M 7810 131.4 006 143.8 702 114.8 006 122.0 778 48.1 ON 107.1 781 OLD 049 962 749 789 008 83.2 736 68.7 006 82.3 729 WA ON 74.7 710 49.1 608 712 710 42A 969 700. 748 7814 127.t 681 132.8 184 149.9 W 112.0 738 OU SM 489 728 79A 801 49.S 713 700. 881 810. 7M 49.6 881 744 694 GAO 681 68.1 881 464 BB1 I 80.8 678 30.1 NI 63.7 On 0014 62.7 848 0.4 674 118.9 866 721 SH 69.1 BOB 690. 494 81.7 BW 841 846 480. Oae 699 837 410. 618 470. 630 34.8 868 419 619 70..6 BW 382 S71 900. 848 360. 497 0014 882 648 70.1 6M 648 SN 69.1 409 48.7 588 810. 491 420. 669 489 463 370. 669 41.4 478 34.1 SN 30.1 470 28.{ 969 33.4 468 24.3 538 30.8 452 110. 498 263 447 10814 470. 449 4.0 40S 412 369 342 440 49.7 493 28.0 449 313 3W 280. 449 248 W2 139 449 69.1 377 200. {W aa7 NO 17.1 449 20.4 881 18.0 449 180. 366 111 at 441 425 45.0 386 370. 379 816 428 328 373 z7.6 {28 20A 349 249 449 202 382 72.1 428 84.0 308 144 207 SN 148 188 seI 120 In 340. 384 36.8 331 249 328 12�0.1= 240. 354 25A 321 48.8 361 220. 311 14414 202 183 20.{ 233 17.t 230 TABLE 136 FiME 1: FIGURE 2: FIGURE 3: ANGLE CLIP (FIGURES 1.3) MUST BE USED IN PAIRS. TABLE S 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 AND10R OPENNNG WIDTHS 18 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 RESTRICRONS 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 C4;0. WOOD 814ALL BE PRES81M TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.88. ALUMINUM SHALL BE 1001*5 AND BE A MINIMUM OF .128• THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .048' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .128' THICK AND AM ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL ) XANCHOR CAP. „•,� =ANCHOR CAP., (MULLION CAP.� ., USE THiS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED• CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT 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. IId mwido 1111!!!!!! No. 58m •� STo is ATE 13 �•� � A. LYNP�N�i, P.E. FL P.E.# 88705 AnohorOOpaftTablo (lbs) AadwCUP PBt6Bm9 sa tmtm 2.ik CwAfate SAk Coq. m000wcmu I FEW= PT Maw Aglnf 3fIC9cI 8f18'E7oo tw 88&49 &W Eoo IH'86180o 006ted •E2614o1 Na81ea] 1f4.13oolW4 U9eoo0 3S8"E1wlNfeom 1/4•Elaot AgpWw L%mm AggieOetof Saw(4W l(M Ba WPM wFummme(hj r Mot 2-1PY 1' 2•t!'/• 3.148" r 2.112• 1• 2•t12• r 3.118' 7 OAr o.64' 0.324• Emas80rent f.3(C 1•ffi4" 1.014• t•31C 2.' 1-114' 1.1/4• f-Sf4' 1.114• 1.114 1-714' 2• 136' 1218" 9MBQ M4hoe(38• .Q/(27918 lAp M. 3008q 270 280189 mRe 74001e 449Rs 790 152M 378 RB 180 4Ama410®46.64n.0. 1(2j h*Cbsft* 7698re 7801W 79028 1WO6s 2828tas 6W R8 660 WA t1201ha 9w Re am me 23mms 869 BWiba 1920w OAndw0 .71- Mkt 04./(2)2A k* CDP baa W. i1MRe I flarm 06988 224OR6 22H IN WA 8401as WA ions WA 13'10148 t 07826 128011,0 fman FiME 1: FIGURE 2: FIGURE 3: ANGLE CLIP (FIGURES 1.3) MUST BE USED IN PAIRS. TABLE S 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 AND10R OPENNNG WIDTHS 18 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 RESTRICRONS 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 C4;0. WOOD 814ALL BE PRES81M TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.88. ALUMINUM SHALL BE 1001*5 AND BE A MINIMUM OF .128• THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .048' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .128' THICK AND AM ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL ) XANCHOR CAP. „•,� =ANCHOR CAP., (MULLION CAP.� ., USE THiS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED• CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT 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. IId mwido 1111!!!!!! No. 58m •� STo is ATE 13 �•� � A. LYNP�N�i, P.E. FL P.E.# 88705 '+1000'• I 1�128p «( 1.288• �` -+� 1.000' r- -.� 1.080' j••- � .128' � 1 .125• e 2, 2.788' .728' 3.1 .128" 3.188" .128° � .126° .128' 2000' 2000' 2.1118' L .128• 286° L .120' gQ .370° .378' .800' r f -TI sw T 1'X2'X.128'MULUON 1'X2'X.378'MULLI0N 1'X2.7WX.378'MULUON 1•X278•X.8VNJLUON 1'X3.126'XNMULUON 1.20°X3.1�'X.2�"MULLION 1.28'X211•X.128'MULLB)N C9 NSI -78 ALUM. B083•TOALUM. 6003•TSAUM. BO&1•T8ALUM. 1�3•TOALUM, 8083-TBALUM. 8003-T6 ALUM. Q � XSECTION X•SECTION X-SECTON X•3ECTION X -SECTION X.9EC710N *SECTION m r^ t� a. a. �{ j+.128' � F+-.128' -�I I•�-.12b• � "rZj:7�Oi 8 y TABLE ASTANDARDZ �j g 2000' 1 ALUM. 1 8O�TOO LUMM. p %-SECTION I U� 2000• XSECTION a i .128' I XX -SEC Otd ALUM. L V M .128' � •' .740° I+ z 8.8�' CUT HERETO 378` Q O .378' 8.1�"-� _ CREATE FCLIP, BEE MOA. rE 1 0.000 .378° MOd. Q MBA. DOM R SHEET 4 _1 0 �' MIN. r-------- r --------I UCLIP - ---------------- - K 1 I 1 I I A I 8083•TBALUM. I -- -- -- -- i L_ _____J L_ -_...___J JIFORAL, • c- 2X8 ANGLE CLIP 1•x2.78' LLI� �3•TOALUM. STANDARD CLIP TOPMEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE TOWIEW 8003 -TO ALUM. DASHED BOUNDARY. SEE SHEETS 6.17 FOR THE ZVMWMN TER OF ANCHOR HOLE MUST LIE TOPVMW ANCHOR O.C. DISTANCE. b1A)OMUM ANCHOR THE DASHED BOUNDARY. SEE •�' MIN. HOLE DIAMETER: ANCHOR DIAMETER ANC OR SHTANCEEETS 7 MAXIMUM OR ANCHOR D.C.LI U•CLIP DISTANCE. MAXBdUMANCHOR HOLE � 608&78 ALUM. DIAMETER; ANCHOR DIAMETER +1/18'. ?�tY� TABLE B 6 600' 378" ITOPYON S O-DpCy vwdde 376• MIN. uOdingCodo MPI. 7 i-----------I------------i MIN. o ar 1tti r '1 �Nr ^ I 1 LLCLIP i,ttll'I/// I 6003-TOALUM. D 1 B 1.28'X3.188'X.28S' `�� ,�,{,O•........... --- ---' GENS `CF 1 1 I I I MULL ONLY. SHEET 12 � � • 41 F •'•., I 1 I I TOPY1LiY ••. `---_-----_; No.68705 I OFFSET CUP � 0083 -TO ALUM. F � .725' %�O STATE O TOPMEW CENTER OF ANCHOR HOLE MUST LIE T .740'4--H WITHIN THE DASHED BOUNDARY. SEE 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON TtB3 SHEET. i�(C��'•.! ZORIOP.• MEETS &17 FOR THE ANCHOR O.C. SEE SHEETS 617 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS & ANCHOR O.C. DISTANCE. DISTANCE. MAX=M ANCHOR HOLE 2) •�__t,,l�� DIAMETER: ANCHOR OIAAIETER+ 1118. A. Ll"IVN NxLL�R, P.E. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FL P.E.# 68705 Mull Dlmeetalon (N16et>� PGT P81to Mullion old. Clip Offset Cilp U•Citp Angle Clip 1" X2° X.126" (B) 885 888113M 8881118M 8�243M 888891M 1" %2"X.376 {8) 588008 888114M 8887118M 888244M 88B512M 1"X2.76 X.376 {7) 7 888196M 8881926M 865245M 888513M 1" X 276 X.880' (8) 88808 888118M 8$89121M 868248M 888514M 1"X3.128" X.600•(8) 86837M 8881118du1 8881114M 888242M 858515M 1.Z6 X3.186 X.286 (12) 88541M 885111TH 8801113M 885241M 88861BM 1.26 X 211" X.126 (16) 80370 N/A RllA WA �8517M Dimension Value {In) For Mullion: A 1.828 B 2884 1'X2" X.126' C 0.888 �� Tubs MtIIBaI D o.rao A 4.126 B 2404 1° X2° X.378' C 0.835 Aluminum Tube Mullen D 0.41 A 1.87b B 3.000 1°X2.76'" X C 0.767 .376 Alum6wm D 1.918 Tube Muigon E .450 M61. A 1.312 1°X276" X B 3.000 .850° C 0.478 AItmlUltan D 0.838 Tobe MuBton A 2.� B 2837 1•X3.126 X C 0.883 .�• ANm Tube MuB D 1.137 A 2.825 B 3.282 1.26 X 3.180" C 0.882 X.288'AWm Tube Mug D 1.782 1.28° X211° A 1.813 .121°Alum Tube Mull Aar /AW i 44 W 12r 5MlNiSI i i i i 1 / 4.0 Ur / Y 4.o„ / / /2.0 2W zc xr 2.0 f., .121 ! ! i STANDARDOLP 2XS ANGLE CLIP j j ! i MULUON MULLION 'r-MULUON CUT HWEERE TO .37w 6083 -TO AUK OMTBALUM, 6063 -TO ALUM. &i2V MR DEMAL F. OHM 4 n 'CENTEROF ANCHOR HOLE MIN. .12 THE BOUNDARY. .� . 2A W i a 30, ANCHOR HOLE ANCHOR SOP RAY MULLION ,i ,STANDARD CLIP "UP TOPVIEWOMM OF ANCHOR HOLE MUST UE ODWTOALUK 6003-70 ALUAL ANCHOR HOLE MUST UEor.22r-I WnWN THE DASHED BOUNDARY. SEE TOpvfEw Z=E DASHED BOUNDARY. a SHEETS 6-17 FOR THE ANCHORO.C. SHEETS 5-17 FOR THE ANCHOR O.C. K OWANCE MAMMUM ANCHOR HOLE SHEETSIO&II DISTANCE. MAXMM ANCHOR HOLE 48° SAY MULUOI 6MTBALUM. X -SECTION .228' �-mr-4 .378' MIN. NOTES: .•.••, � 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL REBTRICTIONB OMEN ON THIS SHEET. 2) SEE SHEETS 617 FOR SUGGESTED, APPROXIMATE HOLE LOCATION8, 3) SEE SHEETS 2-4 FOR GENERA. INSTALLATION METHODS. OFFSET CUP 6063 -TO ALUM. TOPVIEW TAAI F: n TAA, K f Dimension Value (In) For Mullion: F 3.087 11X4"X.12W a 1.000 Aluminum Tube H 2.880 MWDon F 3.187 1"X4" X.378' 0 M767 Aluminum Tube & H 2.430 -r MU W F 2.813 30" Bay Mull F 2.878 45" Bay MUD Mull Dimension (alleet a) POT Part 0 Mullion Std. CSp 0110t Cli U•Cllp Angle Clip 1"X4"X.124`(10) 89384 688111M 0001122M 088241M 808518M 1" X4" X.WW (11) 88010 ON/12M 88811241 SM42M 808519M 1"X4"X.375"-(11) 88883 008112M 8001123M 008242M 058619M 30 Deg" (18) 88849 NIA WA NIA 0885110M 450egtee(1n 88050 WAWA NIA 8805111H �\�iii��lf117/7 ' Nm 58705 lo 1 1'3 ycu; ,�''• ,70NA�0'F,,". A. LYNN MILLER, P.E. FL P.E.1) 0705 TABLE E POT Part # ®®®®® 1 rX4'X.2r(13) WO maim• m ; FGw 21,�:mm® 126'[�—; NOTES: - Mr X -SECTION 1) HOLES TO RE DRILLED IN THE FIELD FOLLOWINGiDIMENSIONAL RESTRICTIONS GrAN ON THIS SHEET. L / 2) WE SHEETS 5-17 FOR ncM- HOLE LOCATIONS. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. „ X2.000• --j 4.000' rx4•x2r MULLION 8083-TSALUM. XSECTION rxrx.w MULLION W03•78 ALUM. XSECTION .375` MIN.- q - 4800` CUTHERHTO CREATE F.P. Y SEE DETAL F, r-SHEET4 376• MIN r------- --- I - -- I --------� I 1 -�- - - - - I - -�- SAS t ------ i ------ I —..-----J I L_ STANDARDCUP CENTEROFANCHOR HOLE MUST LE 6083•TSALUM. Z= THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 6.17 FOR THE ANCHOR at DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+1/18', 5' CUT HERE TO .378' 3.600" CREATE RCLIP• wr MIN. r _ SIM DETAIL F. 4 j-MIN.atm" c M lt- ----- - I ------ I 1 -------� I I I I I 4AW � 1 -------------- I I STANDARD CLP 6063.78 ALUM. TOP VIEW 37� [ ---------- — �B.aov MIN. � p � tl Q�Q 47 W SAW 378' yLm O I I MIN. 2XS ANGLE CLIP FOR 2 X C M U LALUM. CENTER OF ANCHOR HOLE MUST LIE 6083•TOALUPL ,.M 0 ED FOR r X 4• MULLION. SHEET 1� WIT1pN 711E DASHED BOUNDARY. SEE TOPVIEW TOPVEVV SHEETS 6-11 FOR THE ANCHOR O.C. - D' CENTER OF ANCHOR HOLE MUST LIE DISTANCE MAXIMUM ANCHOR HOLE "7 WITHIN THE DASHED BOUNDARY. SEE DIAMETER: ANCHOR DIAMETER+ 1118`. SHEETS 6-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1118'. " .376` MIN. .378' I WDUCTREIVIM 03 oomPRTIo6 kvhhdieeFlodSe 5!!!el .o 64 --------r SAW litt, It r I LYNN I � I I � *' • NO.58705 ,376' _ ---------------------� MW. %�0 U -CLIP 2XBANGLE CUP '��(�S'•.;�iOR1DA.•''G\?� 6083TOALUM USEROrMSHEE14 TOPVIEW �., 4S/0 NAL TOPVIEW A. L4WiiL P.E. FL P.E.# 68705 EXAMPLE 1: SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE 18 KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2.1/4•. THE OPENING REQUIRES A DESIGN PRESSURE OF 4N.0/-80.0 PSF, NOANC HORS IN HEAD - - 1) INITIALLY ASSUMING THAT A 1' WIDE MULLION 18 SUTTABLE,THE MULLION LENGTH IS 72' AND THE OPENING WIDTH IS 32'432;1•-W. REFERENCING SHEET 22, THE COLUMN USING f1Sn RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLBG FOR A MULLION THAT I8 AT LEAST THE WINDOW FRAME DEPTH OF 2-114' AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF 490.0/ SIZE AVAILABLE Ne7 4°qt am 800 PSP. IF THE TABLE DOES NOT SHOW THE EWiCT SIZE, USE THE NEXT LARGER F8Nti8SMEE ttCPI FROM TABLE 3A. SHEET 7. THE 1• X 2.78'X .378" MULUO1(LENGTH - 721. OPENING WIDTH - 70") MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE 18 +141U PSF AND WOULD PRoOUCCB SHEETS NOT BE8UITAJGLEFOR THIS APPLICATKXN �xn ffi APPROV a•3 FROM TABLE 4A. SHEET S. THE 1' X 276 X Mr MULLION ((LENGTH- 72', OPENING WIDTH - M HAS A DESIGN PRESSURE OF H-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE a d OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF WO LBS. Mu � La3TH 2) USE TABLE 46 TO I'= THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CLI' WITH (4)012 ANCHOR AND THE 2X8 Q ` SEE . THOUGH EITHER ONE COULD BE USED, THE STANDARD CLIP 18 EASIER TO INSTAL ANGLE CLIPS WITH (4)#12 ANCHOR HAVE A CAPACITY OF 840 LOSL- ammm 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL _ 2-3 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 SPEOMOA71ONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. _ IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS +/-6.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMONED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 838 LBS. ALTERNATIVELY, NO ANCHORS IN Wgfl= slu. THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 POP W (00 PAX NLES = 624.9 1.58 (MAYBE USED TO QUALIFY 810 STEEL SCREWS FROM TAME 4E O I' 9tt TM F THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMES AND USES A CONCRETE HEADER AND SIU- THE WINDOW FRAME DEPTH IS 2.318•. THE OPENING REQUIRES A O 3 O DESIGN PRESSURE OF +80.01.66.0 PGF. .- FOR THE VERTICAL MULLION: 1) INITIALLY ASSUMING THAT A P WIDE MULLION 18 S ITASU, THE MULLION LENGTH IS 32'+77+1-106 AND THE OPENING WIDTH 18 38'+38°+1• -77. REFERENCING SHEET 22. �Z S THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TASLE8 FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-W AND WILL p EXAMPLE 2: MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +60.01-88.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT Ste. USE THE NEXT LARGER SIZE AVAILABLE co MULL WIDTH-�r- FROM TABLE 3A, SHEET 7, THE 1'X 276 X.376' MULLION (LENGTH-106.OPENING WIDTH -BIP) MEETS THE DEPTH REQUIRED. HOWEVER THE DESIGN PRESSURE IS H-16.1 PSF AND WOULD NOT BE SUITABLE FORTHOSAPPLICATLON. d 52 S2 h- FROM TABLE 9A. SHEET 13, THE 2' X 4X .ZIP" MULLION (LENGTH =106, OPENING WIDTH =80y HAS A DESIGN PRESSURE OF +/ -&L7 PSF WHICH EXCEEDS THE REQUIREMENTS a CaO Z O FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 UIS. , PGaesrRAnOa � BECAUSE IT 18 NOW KNOWN THAT THE MULLION WILL ADD 7 TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH 18 38'+36+2-74. NOT 77 AS PREVIOUSLY a PRDDucra ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY. THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN APPRtRlAL THE 73' DIMENSION (36.1Y0435-iW+2•-73'}. r - 2) USE TABLE 9B TO FWD THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE. ASSUME THE POURED CpLt I CONCRETE HEADER AND SILL ARE 8' WADE IF THE MULLION CLIP WARE TO BE CENTERED WITHIN THE 6, CARE MUST BE TARN TO MAINTAIN THE FASTENERS EDGE DISTANCE BEe - USING THE STANDARD CLIP WITH (0) SKS' ULTRAC ON ANCHORS AT AN EDGE DISTANCE OF 2.11+' GIVES AN ANCHOR CAPACITYOF 1� LSS WHICH IS GREATER. AND LENGTH 06TAZA DETAIL+, THEREFOR SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 071 LBS. OPENNO SHEEM24 GHWT3 FOR THE HORIZONTALMOLLIONS: � BECAUSE THE VERTICAL MULL WILL BE A 7 XP X 280° MULLION. IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS, ALTERNATIVELY, ANOTHER HOR¢ WA MN MULLION TYPE COULD BE CHOSEN UCT REVISED aompLYwith tbeFtaWu 1) THE MULLION LENGTH 19 WAND THE OPENING HEIGHT IS 32-+72'42' -108'. REFERENCING SLEET 22, THE COLUMN USING TRAPEZOIDALffRWtdGULA1t LOADING MAYBE I juding USED. FROM TABLE 9A. SHEET 13, THE 7 X 4 X 280' MULLION (@ LENGTH - 42', OPENING HEIGHT -120') HAS A DESIGN PRESSURE OF +/-170.0 PSF WI IOH EXCEEDS THE com REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 621 LOS. 1.�0 eEe oerwU 8Htffi78 2) USE TABLE 913 TO FIND THE ANCHOR TYPE. ANCHOR QUANTITY W CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE. ASSUME THE CMU JAMBS ARE Ir WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE W. CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USH413 THE 2X8 ANGLE CLIPS WITH (4) 3118' ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1GIVES AN ANCHOR CAPACITY OF 840 LES WHICH IS GREATER. AND THEREFORE SUITABLE. FOR THE REQUIRED ANCHOR CAPACITY OF 621 LBS. 1I H I4) FOR THE U -CUP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF 621 LBB. TABLE OS FOR THE UCUP SHOWS THE ANCHOR� �10ENq�•'•,tN' t--'0PENW CAPACITY 181074 LOS WHEN USING 3 ANCHOR. WHICH IS GREATER. AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR C PACITY REQUIREMENT OF 621 LBS. THE N.68706 WIDTH FOR VERTICAL A6W1 ANCHOR TYPE IS A #12 STEEL SCREW. � =_ CA FROM THE ABOVE STEPS. OUR MULLION DESIGN PRESSURE IS: N.84.7 PSF FROM THE VERTICAL MULLION: -D ; - �J to is j3 N-170.0 PSF FROM THE 38'HORIZONTALMULUONATTACHING TOOW, O ••. STA : +/-170.0 PSF FROM THE 36 HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (WTERECTION} •:•� '�'� '•. F( Op THE LOWEST DESIGN PRESSURE 18+1.84.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. � •. VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE. OF MULLIONS OR FENESTRATION N ONfitAL %I PRODUCTS. WILL APPLYTO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A. LYNN MILLER, P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL PAX 58706 LOADING OF VERTIOJLL MULLION SILL OF WINDOWS NGT ANCHORED r LOADING OF VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLIONS EXAMPLES OF TRAPUDIDALMANG MAR LOADING; 'SII a' FADING OF HORIZONTAL MUI { / 1x Iip,,Oro ��//�f� swill � "'o v I 11 WA- /, /I / / ( I /.%ice �1 � - �!/ I / :. --... ; .-•-. .- I �I r /fit/ 1x Iip,,Oro ��//�f� swill � "'o v I 11 WA- /, /I / / ( I /.%ice �1 � - �!/ I / :. --... ; .-•-. .- I �I