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WS-13-1713�' rU �^) VT IN Miami Shores Village Building Department 90050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING I J PERMIT APPLICATION Permit Type: BUILDING 1 FBC 2018 Pe 't No. Master Permit NoW 3 ( (1 1 ROOFING JOB ADDRESS: 114 Q D 107— CST_ City: Miami Shores County: Miami Dade Zip::�:a)i Folio/Parcel#: 11 •3205 • U23 • 012.0 M She)1,0S I g �3y, (— +S T3 �-�3 1?�T 1 Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder):, Address: , � �1 o O O! 102 f> nLk"- City: a ry tA d��(,QS Stater d Tenant/Lessee Name: Email: CONTRACTOR: Company Name: FL. HOME IMPROVEMENT ASSOC. Phone#: 954-792-4415 Address: 4070 SW 30 AVE City: HOLLYWOOD State: FL Zip: 33312 Qualifier Name: WAYNE THOMAS B.URNETT State Certification or Registration #: CGC061890 Certificate of Competency #: 954-792-4415 Contact Phone#: 954-792-4415 ext 243 Email Address: PERMITS@FHAPRODUCTS.COM DESIGNER: Architect/Engineer: GARY McDOUGLE Phone#: 561-752-5440 Value of Work for this Permit: $ 6 �_l(9 Q Square/Linear Footage of Work: Type of Work: UAddition DAlteration ONew *epair/Replace Q ODemolition Description of Work IAA P. 0NQ✓L_t C7 f W (Y1 1 CT t, 1 Submittal Fee Scanning Fee $ Color thru tile: Permit Fee $ CCF $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CO/CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ � ° Bonding Company's Name (if applicable) N/A Bonding Company's Address City State Mortgage Lender's Name (if applicable) N/A 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 will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and reinspection fee will be charged. Owner or Agent The forego/9 instrument was ac owledged before me this day of, , 20�, byJal� C. who is erson 1 known m w p y to a or who has produced As identificati n and who did take an oath. NOTARY PUBLIC: Sign: Print: CAROLINA MARTINEZteA4Etia \`U+ 'bet V, My Commission Expire �,ycAm c APPROVED BY l' Signature CCZ& ontractor The foregoing instrument was acknowledged before me this day of � )� , 203, by WAYNE T. BURNETT who is personally known to me or who has produced ' as identification ap*who did take an oath. Plans Examiner NOTARY PUBLIC: Sign: Print: CAROLINA MAF INEZ My CommissioV;P ow0104Ee2e279 embav 23, 2016 :,: °: XP1RE o�ypuhlkp� E N �' •... ' �' BondedThns Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) ,A5 i3^1-113 CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET Zl� In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored. The costs of any improvements in the past 12 months and the costs_ of any proposed improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished materials (include those donated), labor (including volunteer and self -performed), construction supervision and management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is attached for your reference. (A Copy of the Contract must be attached) PROPERTY OWNER: PERMIT # ADDRESS: Iq oc) Oe FOLIO NUMBER: — 3Z " 023 - 01 �FiooD ZONE: BASE FLOOD ELEVATION: FREEBOARD: EAST OF FL.CCCL: COST OF PAST IMPROVEMENTS (12 MONTHS): COST OF PROPOSED IMPROVEMENTS: (ATTACH COPY OF CONTRACT) 1 r TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed): 1�- i q oo VALUE OF PRINCIPAL STRUCTURE (attach appraisal) y O i i -Eq0 OWNERS SIGNATURE: DATE: 3-0 Q u L Z� 3 PLANREVIEWER: PLAN REVIEWER SIGNATURE: DATE:— Created on June 2009 SUBSTANTIAL IMPROVEMENT / DAMAGE LIST (NOTE. THIS LIST IS INTENDED FOR GUIDANCE ONLY, AND IS NOT ALL INCLUSIVE) ITEMS TO BE INCLUDED ALL STRUCTUAL ELEMENTS, INCLUDING Foundations including; Spread footing, Continuous footing, isolated footing, piles and pile caps Slabs including; Monolithic, floating, elevated Walls including; Exterior walls, Bearing walls, Shear walls Beams, Tie Beams, Columns and Posts Wood decking, Floor and Roof Sheathing Trusses, Joist Windows/Doors ALL BUILDING ELEMENTS, INCLUDING Interior Partitions, Walls, Columns Drywall, Ceilings, Built in Furniture, Cabinets, Vanities All Fixtures Flooring, Tile, Carpet, Stone, Linoleum, ect. All Finishes including Drywall, Paint, Stucco Plaster, Paneling, Tile, Marble, and Moldings Roofing Material ALL HARDWARE ALL UTILITY and SERVICE EQUIPMENT HVAC Electrical System and Equipment Plumbing System and Equipment Security System and Equipment Central Vacuum System Plumbing Fixtures Lighting Fixtures and Ceiling Fans Water Systems including Softeners/Filtration Created on June 2009 ALSO: All Labor and other Costs associated with Demolition, Removing, Replacing, Installing Building or Altering Building Components Construction Management / Supervision Overhead and Profit Equivalent cost for: Donated Materials Volunteer Labor (including owners and friends) Any Improvements Beyond Pre -damaged Condition, including; Utility Upgrades Code Upgrades ITEMS TO BE EXCLUDED Plans and Specifications Survey Costs Elevation Certificate Costs Permit fees Debris Removal Items not considered to be REAL Property Rugs, Furniture, Refrigerator, Appliances not Built-in Outside Improvements, Including; Landscaping Sidewalks Patios Fences Yard lights Sheds Gazebos Irrigation Pool NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SiTE AT TW OF RM INSPECTION PERMIT NO. I X 111 J TAX FOLIO NO.I 1.23205.02, ' . OI -- STATE; OF FLORIDA: COUNTY OF MIAMI-DADE: k THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following Information Is provided in.this Notice of Commencement l description of property and�street/gddress: 2. Description of f ittlll ttfftlflllltifl ftlil Iflff ttlll lfl ftf C-Fhl 2013R113609108 OR Ek 28754 Ps 3212, Gaga RECORDED 08/02/2013 11306/32 HARVEY RUWINr CLERK OF COURT MIAMI-DADE COUNTYf FLORIDA LAST PAGE SP8ta3 above reserved for use of recording office 3.Owner(s) name and address: Interest In property: QI., 2r Name and address of fee simple titleholder. 4. Cgntractor's name, address and phone number for i iAr nn� .•�N...r �....�. , e _ _ ,. 5. Surety: (Payment bond required by owner from tractor, If any) Name, address and phone number. Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner -upon whom notices or Section 713.13(1xa)7., Florida Statutes, Name, address and phone number S. In addition to himself, Owners designates the following person(s) to 713.13(1)(b), Florida Statutes. - Name, address and phone number U. txpiration date of this Notice of Commencement: documents may be served as provided by copy of the Uenor's Notice as.pmvlded in Section Pthe expGaflon date is 1 year from the date of recording unless uh difforent dale -is specifleM WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENTARE CONSIDERED IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR BEFORE THE :FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signatures) of Owners) or Owner(s)' Authorized Of icer/Dlrector/Partner/Manager PreP nt red By Prepared By G n2. Print NaPrint Name Title/Office STATE OF FLORIDA Titie/Oftice lfl �w COUNTYI$F MIAMI-DADE before me this 3C) day of ; or ❑ as for known, or ❑ produced the following type of Idents ication: Signature of Notary Public: Print Name: n otic 'n (SEAL) VERIFICATION PURSUANT TO SECTION B 525 F nBm4 STATUTES Under penalties of perjury, I dec a that i have read the foregoing and that the f cts stated in it are 1 to the best of my knowledge and belief. Sign s Authorized Of eer/Director/Partner/Manager who sy By 128_01 P 39712 V_Q . STATE OF FLORIDA, COUNTY OF DADE 1 HEREBY CERTIFY Mat Phis is a flan copy of the !*'Vml NW ift Oft On dry of un—t�iic� _. --- --- �' A 020 Of Cimuff and County Ccuffs D.C. wl Fd01 Prolect F8esL2010-MPS1400 0-400 Series 2010 FLORIDA BUILDING CODE & ASCE 7-10 "ASD" DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES Mean DESIGN PRESSURES (PSF)-ZONE 4 RoofTributary Area Ft Height 30 5 20 25 30 35 40 45 50 ENGINEERING -59.1 -17.7 -56.7 -55.9 -55.2 -54.7 -54.2 -53.8 -53.4 I- 30 +54.5 J83.1 +52.1 +51.3 +50.6 +50.1 +49.6 +49.2 1+49.5 +48.8 -58.1 -57.1 -56.3 -55.6 -55.1 -S4.6 -54.2 -53.8 31 ft +54.9 +53.5 +52.4 +51.6 +51.0 +50.4 +50.0 THE PROPERTY OF FK L SENNARDO, THIS DOCUMENT IS RAN PI AND SHALL NOT BE REPRODUCED WHOLEORPART LBE,P.E. WOHOUOUTWRTTTENCONSENTOFFRANK NW�RDO "ALTM'nONS, +49.2 ; N -60.0 -58.5 -57.5 -56.7 -56.0 -55.5 -55.0 -54.5 -54.2 32 ft +55.3 +53.8 +52.8 +52.0 +51.3 +50.8 +50.3 +49.9 +49.5 321t -60.3 -58.9 -57.8 -57.0 -56.4 -55.8 -55.3 -54.9 -54.5 33 ft +55.6 +54.2 +53.1 +52.3 +51.7 +51.1 +50.6 +50.2 +49:8 -60.7 -59.2 -58.2 -57A -56.7 -56.2 -55.7 -55.2, -54.9. 34ft +56.0 +54.5 +53.5 +52.6 +52.0 +51.4 +50.9 +50.5 +50.1 -61.1 -59.6 -58.6 -57.7 -57.1 -56.5 -56.0 -55.6 -55.2 35 ft +56.3 +54.8 +53.8 +53.0 +52.3 +51.7 +51.2 +50.8 1 +50.4 34ft -61.5 -60.0 -58.9 -58.1 -57A -56.8 -56.4 -55.9 -55.5 36ft +56.7 +55.2 +54.1 +53.3 +52.6 +52.0 +51.6 +51.1 +50.7 -61.8 -60.3 -59.2 -58.4 -57.7 -57.2 -56.7 -56.2 -55.9 37 ft +57.0 +55.5 +54.4 +53.6 +52.9 +52.3 +51.8 +51.4 +51.0 -62.2 -60.7 -59.6 -58.7 -58.1 -57.5 -57.0 -56.6 -56.2 38 ft +57.3 +55.8 +54.7 +53.9 1 +53.2 1 +52.6 +52.1 +51.7 +51.3 36ft -62.5 -61.0 -59.9 -59.1 -58.4 -57.8 -57.3 -56.9 -56.5 39 ft +57.6 +56.1 +55.0 +54.2 +53.5 +52.9 +52.4 +52.01+51. -62.8 -61.3 -60.2 -59A -58.7 -58.1 -57.6 -57.2 -56.8 40 ft +57.9 +56.4 +55.3 +54.5 +53.8 +53.2 +52.7 +52.3 +51.9 -63.2 -61.6 -60.5 -59.7 -59.0 -58.4 -57.9 -57.5 -57.1 41 ft +58.2 +56.7 +55.6 +54.8 +54.1 +53.5 +53.0 +52.5 +52.1 38ft -63.5 -61.9 -60.8 -60.0 -59.3 -58.7 -58.2 -57.8 -57.4 42 ft +58.5 +57.0 +55.9 +55.0 +54.3 1 +53.8 +53.3 +52.8 +52.4 -63.8 -62.2 -61.1 -60.3 -59.6 -59.0 -58.5 -58.0 -57.6 43 ft +58.8 +57.3 +56.2 +55.3 +54.6 +54.0 +53.5 +53.1 +52.7 -64.1 -62.6 -61A -60.6 -59.9 -59.3 -58.8 -S8.3 -57.9 ft +59.1 +57.5 +56.4 +55.6 +54.9 +54.3 +53.8 +53`3 +52.9, ft -64.7 -63.1 -62.0 -61.2 -60.5 -59.9 ; -S9.3 »58.9 -58.5 46 ft +59.7 +58.1 +57.0 +56.1 +55.4 +54.8' _+54.3 +53.8 +53.4 -65.3 -63.7 -62.6 -61.7 -61.0 -60.4 -59.9 -59.4 -59.0 48 ft +60.2 +58.6 +57.5 +56.6 +55.9 +55.3 +54.8 +54,3 +53.9 -65.9 -64.3 -63.1 -62.2 -61.5 -60.9 -60.4 .-59.9 -59,5 soft +60.7 +59.1 +58.0 +57.1 +56.4 +55.8 +55.2 +511.8 +54.4 -66.4 -64.8 -63.6 -62.8 -62.0 -61.4 -60.91 -60.4, 50.0 52 ft +61.2 +59.6 +58.5 +57.6 +56.8 +56.2 +55.7 +55.2 +54.8 43 ft 56.9 -65.3 -64.2 -63.3 52.5 51.9 -61.4 50.9 -60.5 54 ft +61.7 +60.1 +58.9 +58.0 +57.3 +56.7 +56.1 +55.7 +55.2 -617.4 55.8 -64.6 53.7 -63.0 52.4 51.8 -61.4 50.9 56 ft +62.2 +60.5 +59.4 +58.5 +57.7 +57.1 +56.6 +56.1 +55.7 57'9 -66.3 55.1 -64.2 53.5 -62.8 -62.3 -61.8 -61.4 58 ft +62.6 +61.0 +59.8 +58.9 +58.2 +57.5 +57.0 +56.5 1 +56.1 46 ft 58A -66.8 55.6 -64.7 -63.9 -63.3 -62.7 52.3 51.8 60 ft +63.1 +61.4 +60.2 +59.3 +58.6 +58.0 +57.4 +56.9 1 +56.5 EXTERIOR ZONE 5 PRESSURES Mean DESIGN PRESSURES (PSF) - ZONE 5 Roof Tributary Area Ft Height 0 20 25 30 35 40 45 50 ENGINEERING -73.0 -7 .1 -68.1 -66.5 -65.2 -64.1 -63.2 -62.3 -61.6 0-30 +54.5 .1 +52.1 +51.3 +50.6 +50.1 +49.6 +49.2 +48.8 -70.6 -68.6 -67.0 -65.7 -64.6 -63.6 -62.8 -62.0 31 ft MASTER PLAN SHEET DEERFIELD BEACH, FL 33442 \ z ° z in O T -P m THE PROPERTY OF FK L SENNARDO, THIS DOCUMENT IS RAN PI AND SHALL NOT BE REPRODUCED WHOLEORPART LBE,P.E. WOHOUOUTWRTTTENCONSENTOFFRANK NW�RDO "ALTM'nONS, PH: (954) 354-0660 Fax: (954) 354-0443 WWW.ENGEXP.COM ; N +54.9 +53.5 +52.4 +51.6 +51.0 +50.4 +50.0 +49.5 +49.2 CERT OF AUTH #9885 -74.0 -71.1 59.0 -67.4 -66.1 -65.0 -64.0 -63.2 -62.4 321t +55.3 +53.8 +52.8 +52.0 +51.3 +50.8 +50.3 +9.9+49.5 -74.5 -71.6 -69.5 -67.9 -66.5 -65.4 -64.5 -63.6 -62.8 33ft +55.6 +54.2 +53.1 +52.3 +51.7 +51.1 +50.6 +50.2 +49.8 -75.0 -72.0 -69.9 -68.3 -67.0 -65.8 -64.9 -60 -63.2 34ft +56.0 +54.5 +53.5 +52.6 +52.0 +51.4 +50.9 +5.5 +50.1 -75.4 -72. -70.3 -68.7 -67.4 -66.2 -65.3 -64.4 -63.6 35ft +56.3 +54.8 +53.8 +53.0 +52.3 +51.7 +51.2 +50.8 +504 -75.9 -72.9 -70.8 -69.1 -67.8 -66.6 -65.7 -6.8 74 0 36ft +56.7 +55.2 +54.1 +53.3 +52.6 +52.0 +51.6 +511+50.7 -76.3 -73.3 -71.2 -69.5, -68.2 -67.0 -66.0 -65.2 -64A 37ft +57.0 +55.5+54.4 +53.6 +52.9 +52.3 +51.8 51.4 +51.0 -76.7 -73.7 -71.6 -59.9 --68.5 -67.4 -66.4 -65.5 -64.7 38ft +57.3 +55.8 +54.7 +53.9 +53.2 +52.6 +52.1 +51.7 +51.3 -77.1 -74.1 -72.0 -70.3 -68.9 -67.8 -66.8 -65.9 7651 39ft +57.6 +56.1 +55.0 +54.2 +53.5 +52.9 +524 +52.0 +51.6 77.6 -74.5 -72.3 -70.7 69.3 -68.1 67.1 66.2 65.4 ft +57.9 +56.4 +55.3+54.5 +53.8 +53.2 +52.7 +51.9 -78.0 -74.9 -72.7 -71.0 -69.7 -68.5 -67.5 -66.6 -65.8 41 ft +S8.2 +56.7 +55.6 +54.8 +54.1 +53.5 +53.0 +52.5 +52.1 -78.4 -75.3 -73.1 -71.4 -70.0 -68.8 -67.8 -66.9 -66.1 4Z ft +58.5 1 +57.0 +55.9 +55.0 +54.3 +53.8 +53.3 +52.8 +52.4 -78.8 -75.7 -73.5 -71.7 -70.4 -69.2 -68.2 -67.3 -66.4 43 ft +58.8 +57.3 +56.2 1 +55.3 +54.6 +54.0 1 +53.5 +53.1 +52.7 -79.1 -76.0 -73.8 -72.1 -70.7 -69.5 -68.5 -67.6 -66.8 44 ft +59.1 +57.5 +56.4 +55.6 +54.9 +54.3 +53.8 +53.3 1 +52.9 -79.9 -76.7 -74.5 -72.8 -71.4 -70.2 -69.1 -68.2 -67.4 46 ft +59.7 +58.1 +57.0 +56.1 +55.4 +54.8 +54.3 +53.8 +53.4 -80.6 -77.4 -75.2 -73.4 -72.0 -70.8 -69.7 -68.8 -68.0 ft +60.2 +58.6 +57.5 +56.6 +55.9 +55.3 +54.8 +54.3 +53.9 -81.3 -78.1 -75.8 -74.1 -72.6 -71.4 -70.4 -69.4 -68.6 50 ft +60.7 +59.1 +58.0 +57.1 +56.4 +55.8 +55.2 +54.8 +54.4 -82.0 -78.7 -76.5 -74.7 -73.2 -72.0 -70.9 -70.0 -69.2 52 ft +61.2 +59.6 +58.5 1 +57.6 +56.8 +56.2 +55.7 +55.2 1 +54.8 -82.6 -79.4 -77.1 -75.3 -73.8 -72.6 -71.5 -70.6 59.7 54 ft +61.7 +60.1 +58.9 +58.0 +57.3 +56.7 +56.1 +55.7 +55.2 -83.3 -80.0 -77.7 -75.8 -74.4 -73.1 -72.1 -71.1 -70.2 56 ft +62.2 +60.5 +59.4 +58.5 +57.7 +57.1 +56.6 +56.1 +55.7 -83.9 -80.6 -78.2 -76A -74.9 -73.7 -72.6 -71.6 -70.8 58 ft +62.6 +61.0+59.8 +58.9 +56.2 +57.5 +57.0 +56.5 +56.1 -84.5 -81.1 -78.8 -77.0 -75.5 -74.2 -73.1 -72.1 -71.3 60 ft +63.1 +61.4 +60.2 +59.3 +58.6 +58.0 +57.4 +56.9 +56.5 WIND VELOCITY = 175 MPH _111-1:5 60' EXPOSURE 'C' BASED ON Kd =1.0 ENCLOSED STRUCTURE, FLAT TERRAIN 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 FOR 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 AN ENGINEER AS A SITE SPECIFIC CONDITION. 4. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 5. ALWAYS ROUNDUP ROOF HEIGHTS TO NEXT TABLE VALUE OR CONSERVATIVE ASSUMPTION. 6. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE-THIRD THE SPAN LENGTH (HEIGHT2 /3). USE.THE AREA BETWEEN STRUCTURAL OPENINGS ONLY- THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBL TARYAREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, 'USETHELARGEST PUBLISHED VALUE. 7. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 8. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1. TABLES ARE TO BE USED IN CONFORMANCE WITH "ALLOWABLE STRESS DESIGN METHODOLOGY" PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. 2. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND SPEED AND EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCPI-+/-0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ - HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WAILS 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 BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT -AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. - 5. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFERTO.ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & 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 INTEGRITY OF THE HOST STRUCTURE, S. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAST HORIZONTAL DIMENSION OR 40%'OF. MRH, PEAK ROOF WHICHEVER IS SMALLERi-BUT NOT LESS THAN 4% OF LEAST HORIZONTAL HEIGHT DIMENSION OR 3FT (lm). USE ZONE 5'IF AT ALL IN QUESTION. CONSULT MEAN AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF a a EAVE HEIGHT ROOF Fi HEIGHT 5 1® I 5 a�y 5 ® 4, f' E TION - OS 5O WALL ZONE FIGURES �,f ISOM t) O D p WITRE ISSUE S GS3M TSB 03105/U 2010 FLORIDA BUILDING CODE ENGINEERING m mo "' ' - EXPRESS®o W m •• 3 ASCE 7-10, CHAPTER 30 \ a, _ W DESIGN LOADS FOR COMPONENTS & CLADDING 160 SW 12th AVENUE, #106 z - - - - - Ij ,�- MASTER PLAN SHEET DEERFIELD BEACH, FL 33442 \ z ° z in O T -P m THE PROPERTY OF FK L SENNARDO, THIS DOCUMENT IS RAN PI AND SHALL NOT BE REPRODUCED WHOLEORPART LBE,P.E. WOHOUOUTWRTTTENCONSENTOFFRANK NW�RDO "ALTM'nONS, PH: (954) 354-0660 Fax: (954) 354-0443 WWW.ENGEXP.COM ; N ASCE 7 10 Fl- 0 L!7 v ADDITIONS, HIGHUGKMG, OR OTHER MARMGS TO THIS DOCUMENT ARE NOT PERMDTED AND CERT OF AUTH #9885 r m N fn MVAI InATF ni Rr:FRTIFff-ATInN- MIAMI SHORES BUILDING DEPARTMENT PRODUCT APPROVAL SCHEDULE / COMPARISON CHART Address: 1400 NE 102 ST MIAMI SHORES FL 33138 Permit No. 4 Opening ID Window, Door or Mullion Product Acceptance # Product Approval Design Pressure Opening Design Pressure Rough Opening Size Shutter Required Yes / No Mullion Required Yes / No Impact Yes / No 1 WINDOW 11-1013.14 +80.0 -80.0 +54.5 -73.0 531/8 x 501/2 NO L 1 x 4 (+/-170) YES 2 y J• 1� 1l 1 11-0922.01 y 3 �• 19 x 381/4 4 •L .l. y •1, -59.1 53 x 501/2 y r1x /-170)5 11-1110.15 +71.10 -71.10 ,y �, 531/8 x 501/2 �, 22.01 6 11-1013.14 +80.0 -80.0 y y 7 1l Ij/ 1l -73.0 53 x 501/2 y �, 8 11-1114.04 +75.0 -75.0 1� y 9 .j. 11-1013.14 +80.0 -80.0 y -59.1 37 x 381/4 10 .�, �. .l. .(, 1 53 x 381/4 11 .(. y y �, -73.0 37 x 381/4 12 11-1114.04 +75.0 -75.0 531/8 x 501/2 .l. 1 x 4 (+/-170) 13 1( 1L 11-0922.01 14 .j. �, �(, �, 531/8 x 381/4 4 (+/-170) 15 y y y �(, �, y y y f_Lx 11-0922.01 16 17 18 19 20 21 22 23 24 5 a Q 9 li- cL F,2qh(GCp-(kp�j V(mph) 179 1620 PSC 6cHVHZ m Flg 263-1a Sisk Category H 7tr61e 1.1-1. 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Areaafma Arenot Amo of of Areal 10.0 of ISA of 20Aaf: 23.0 of 30.0.1' 3S.0 of 40.0 of 41.0 at SOA of SSA If 60.0 Mem Bmf Hal Zone 4 ZOM S Zone 4 Zore S Zone 4 S ZOre 4 Z0re S Zom 4 9 4 Zone S Zmre 4 Imre S Zone 4 re toS Zore 4 B 4 S 40.1 40.1 38.8 38.8 40.1 40.1 37.9 37.9 375 37.5 37.1 37.1 36.7 36.7 362 36.2 34.8 33.8 35A 35A 33.0 33.0 14 -43.4 -53.6 422 -41.3 43.4 - 3.6 -41.4 49.8 41.0 49.0 40.6 48.3 402 .473 -39.8 46.8 -39.4 46.0 -39.0 -43.2 -38.6 445 39.3 39.3 40.6 40.6 38.4 38.4 38.0 38.0 37.6 37.6 37.2 372 36.7 36.7 36.3 36.3 35.9 35.9 34.4 35.4 16 -44.6 -54.4 42.8 -52.0 44.0 44.4 42.0 -505 41.6 -49.7 -41.1 48.9 -40.7 482 40.3 -47A -39.9 -0.6 -395 -45.8 -39.1 -451 41.1 41.1 39.8 39.8 41.1 1.1 38.9 38.9 385 380 38.1 38.1 37.6 37.6 37.2 37.2 36.8 36.8 36.3 36.3 35.9 35.9 17 1 44.6 1 .55.t -43.4 1 -42.7 -44.6 1 -55.1 1 425 -51.1 1 42.1 -50.4 1 -41.7 -49.6 1 41.3 48.6 40.8 48.0 40.4 .472 -40.0 .46.4 -39.6 43.7 41.6 41.6 40.3 40.3 41.6 41.6 39.4 39.4 39.0 39.0 380 385 38.1 38.1 37.7 37.7 37.2 37.2 36.8 36.8 36.3 36.3 - 18 -45.1 -45.7 43.9 -53.3 44.1 - 3.7 43.0 -41.8 42.6 -51.0 422 -502 41.8 49.4 41.3 45.6 40.9 47.8 405 47.0 40.1 462 42,1 42.1 40.8 40.8 42.1 42.1 39.9 39.9 39.4 39.4 39.0 39.0 385 385 38.1 38.1 37.6 37.6 372 37.2 36.7 36.7 19 '45.7 -56.4 44A -54.0 45.7 46.4 435 -52.4 43.1 -515 42.7 -50.7 42.2 49.9 41.8 49.1 41.4 48.3 41.0 47.4 405 46.7 42.6 42.6 412 412 42.6 42.6 40.3 40.3 39.6 39.8 39.4 39.4 38.9 38.9 38.3 380 38.0 38.0 37.6 37.6 37.1 37.1 20 462 -57.0 44.9 -545 -462 -57.0 -44.0 -32.9 43.6 -42.1 43.1 -51.3 42.7 -305 42.3 49.7 41.8 48.9 41.4 48.1 41.0 472 43.6 43.0 41.6 41.6 43.0 43.0 40.7 40.7 40.3 40.3 39.8 39.8 39.3 39.3 38.9 38.9 38.4 38A 38.0 38.0 37.4 37.5 21 46.6 -57.6 44.3 -55.1 -46.6 -37.6 -44.4 -335 44.0 -52.6 43.6 -31.8 43.1 -51.0 42.7 -502 42.3 49.4 41.8 -485 41.4 47.7 43A 43.4 � 42.0 42.0 43A 43.4 41.1 41.1 40.7 40.7 402 40.2 39.7 39.7 39.3 39.3 38.8 38.8 38.4 38A 37.9 37.9 22 47,1 -38.1 45.8 -35A 47.1 -58.1 44.9 -54.0 44.4 -532 44.0 -52.3 43.6 -515 43.1 -30.7 42.7 49.9 422 49.0 41.8 48.2 43.8 43.8 42.4 42A 43.8 43.8 415 415 41.0 41.0 40.6 40.6 40.1 40.1 39.6 39.6 392 39.2 38.7 38.7 38.3 38.3 23 473 -58.7 462 -462 475 -58.7 45.3 -345 449 -53.7 44.4 -52.8 44.0 -32.0 433 -312 43.1 -50.3 42.6 495 422 48.7 44.2 442 42.8 42.8 44.2 44.2 41.9 41.9 41.4 41.4 40.9 40.9 405 405 40.0 40.0 395 395 39.1 39.1 38.6 38.6 24 48,0 -392 46.6 -56.7 48.0 -$92 45.7 -55.0 45.3 -54.1 -44.8 -53.3 44.4 -525 43.9 -51.6 435 -50.8 43.0 49.9 42.6 49.1 44.6 44.6 432 432 44.6 44.6 42.2 42.2 41.8 41.8 41.3 41.3 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 39.9 38.9 25 48A •59.7 47.0 -372 48.4 -59.7 4b.1 -SS5 45.7 -54.6 43.2 -33.8 44.7 -32.9 44.3 -52.1 43.8 -512 43.4 -50.4 '42.9 49.5 45.0 45.0 43.5 43.3 45.0 43.0 42.6 42.6 42.1 42.1 41.6 41.6 41.2 41.2 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 26 48.8 -602 47.4 -37.6 48.8 -60.2 465 -55.9 46.0 -54.1 45.6 -542 45.1 -53.4 -44.7 -325 442 -51.6 43.7 -30.8 -43.3 49.9 45.3 44.3 43.9 43.9 45.3 43.3 42.9 42.9 42.4 42.4 42.0 42.0 415 415 41.0 41.0 405 405 40.0 40.0 39.6 39.6 27 493 -60.7 47.8 -58.1 492 -60.7 46.9 -36.4 46A -345 43.9 -54.6 455 -53.8 45.0 -52.9 -44.6 - -52.0 44.1 -312 43.6 -503 43.7 43.7 442 44.2 44.7 43.7 43.3 43.3 42.8 42.8 42.3 42.3 41.8 41.8 41.3 41.3 40.8 40.8 40A 40.4 39.9 39.9 28 49;5 -612 482 -383 493 -612 472 •36.8 46.8 -55.9 -46.3 -55.1 45.8 -54.2 43.4 -53.3 44.9 -52.4 44.4 -41.6 -44.0 -50.7 46.0 46.0 44.6 44.6 46.0 46.0 43.6 43.6 43.1 43.1 42.6 42.6 _ 42.1 42.1 41.6 41.6 41.1 41.1 40.7 40.7 402 40.2 29 499 -61.6 485 -39.0 499 - 1.6 47.6 -572 47.1 -56.3 -46.6 -535 462 -54.6 45.7 -53.7. 452 -52.8 -44.8 -52.0 44.3 -S1.1 %.3 46.3 44.9 44.9 46.3 46.3 43.9 43.9 43A 43.4 42.9 42.9 42A 42.4 41.9 41.9 4t.4 41.4 40.9 40.9 QO.S 40.4 30 -50:3 -62.1 48.9 -39.4 -40.3 -62.1 47.9. -47.6 47A -56.8 47.0 -55.9 465 -54.0 46.0 -54.1 45.6 -53.2. 45.1 -52.3 -44.6 -31A ` P ` MIAMI SHORES BUILDING DEPARTMENT PRODUCT APPROVAL SCHEDULE / COMPARISON CHART Address: 1400 NE 102 ST MIAMI SHORES FL 33138 Permit No. Opening ID Window, Door or Mullion Product Acceptance # Product Approval Design Pressure Opening Design Pressure Rough Opening Size Shutter Required Yes / No Mullion Required Yes / No Impact Yes / No 1 WINDOW 11-1013.14 +80.0 -80.0 +40.1 -53.6 531/8 x 501/2 NO 1 x 4 (+/-170) YES 2 11-0922.01 y 3 .L •L 19 x 381/4 4 .l, .1. .), .), .), -43.4 53 x 501/2 .L 1 x 4 (+/-170) 5 11-1110.15 +71.10 -71.10 .j. 531/8 x 501/2 .l, 11-092201 6 11-1013.14 +80.0 -80.0 7 •l• •l, 11 1l .l• -53.6 53 x 501/2 y y 8 11-1114.04 +75.0 -75.0 .j. 1I 1I 9 .l. 11-1013.14 +80.0 -80.0 -43.4 37 x 381/4 10 1( 53 x 381/4 11 -53.6 37 x 381/4 y y 12 .), 11-1114.04 +75.0 -75.0 531/8 x 501/2 1 x 4 (+/-170) 13 .j. J. .L .L .L 11 11-0922.01 14 531/8 x 381/4 .l, 1 x 4 (+/-170) 15 11-0922.01 16 17 18 19 20 21 22 23 24 A---- . K M�A�MFDiAD MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCEQNOA} www.miamidade.�ov/Herat PGT Industries 1070 Technology Drive Nakomis,.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 "PW 701" Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 4259-4 titled "Aluminum Picture Window, Impact", sheets I through 8 of 8, prepared by manufacturer, dated 07/14/03 with revision "D" dated 10/18/11, signed and sealed by Anthony Lynn Miller, P. E., bearing the-Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami Dade County Product Control Section. 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 revises NOA No. 10-0504.05 and consists of this page I, evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 11-1110.15 Expiration Date: February 19, 2014 t Approval Date: February 02, 2012 i 2S iZ Page 1 • PGT Industries, NOTICE OF ACCEPTANCE: * EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 03-1105.01) 2. Drawing No. 4259-4 titled "Aluminum Picture Window, Impact", sheets 1 through 8 of 8; prepared by manufacturer, dated 07/14/03 with revision "D" dated 10/18/11, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked—up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-3835 and FTL-3850, dated 07/18 and 31/03, all signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 03-110S.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, dated 08/19/10 complying with FBC-2007, prepared by manufacture, signed and sealed by Anthony L. Miller, P. E. (Submitted under previous NDA No. 10-0504.05) 2. Glazing complies with ASTM E1300-02/ 04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 114325.05 issued to Solutia, Inc. for their "Saflex -- Clear or colored Interlayer" dated 04/21/11, expiring on 04/21/16. 2. 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. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC--2007 (with the 2009 supplement) and FBC-2010, dated 10/29/11, signed and sealed by Anthony Lynn Miller, P. E. 2: Statement letter of no financial interest and independence, dated 10/29/11, signed and sealed by Anthony Lynn Miller, P. E. q4a-��- Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 11-1110.15 Expiration Date: February 19, 2014 Approval Date: February 02, 2012 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 3. Letter of Adoption of as his Own, the Work of another Engineer per Section 61GI5 27.001 of the F.B.P.E., dated 08/19/10 signed and sealed by Anthony Lynn Miller, P. E. (Submitted under previous NOA No. 10-0504.08) 4. Statement letter of conformance and compliance with the Florida Building Code, dated 08/19/10 signed and sealed by Anthony Lynn Miller, P. E. (Submitted under previous NOA No. 10-0504.08) 5. Statement letter of no financial interest and independence, dated 08/19/10 signed and sealed by Anthony Lynn Miller, P. E. (Submitted under previous NDA No. 10-0504. 08) 6. Laboratory compliance letter for Test Reports No.'s FTL-3835 and FTL--3850, issued by Fenestration Testing Laboratory, Inc., dated 07/31/03, signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 03-1105. 01) G. OTHERS 1. Notice of Acceptance No. 10-0504.05, issued to PGT Industries for their Series 'TW - 701 Aluminum Fixed Window- L.M.I." approved on 09/22/10 and expiring on 02/19/14. �f Jaime D. Gascon, . E. Product Control Section Supervisor NOA No. 11-1110.15 Expiration Date: February 19, 2014 Approval Date: February 02, 2012 E-2 NOTES: SERIES 701 ALUMINUM FIXED WINDOW 1. DIRECTIONS FOR USE: & DETERMINE THE PRODUCT'S MAXIMUM DESIGN PRESSURE FROM EITHER TABLES ON SHEET 2 (DEPENDING ON YOUR GLASS TYPE). B. DETERMINE THE TYPE AND QUANTITY OF ANCHORS REQUIRED TO MEET THE WINDOWS DESIGN PRESSURE FROM SHEET 6 FOR WOOD SUBSTRATES, OR SHEET 7 FOR MASONRY SUBSTRATES. SPACE ANCHORS APART EQUALLY PER NOTES ON SHEET. C. USE SHEETS 3 THROUGH 6 TO INSTALL PRODUCT, REFERENCING NOTES FROM SHEETS 6 & 7. 2, DESIGN PRESSURE RATINGS: NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND ASTM E1300-02, 3—SECOND GUST. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND ASTM E1300-02, 3—SECOND GUST. 3. ANCHORAGE: THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. LOAD DURATION, CD, OF 1.6 WAS USED IN WOOD SUBSTRATES ONLY. 4. SHUTTER REQUIREMENT, NONE REQUIRED 5. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, C-90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE SHEET 7. 6. REFERENCES: TEST REPORTS, FTL-3835 & FTL-3850, NOA• 07-0425.01 (ULTRACON), 03-0225.05 (CRETE—FLEX), ANSI/AF&PA NDS -2005 FOR WOOD CONSTRUCTION, ADM -2005 ALUMINUM DESIGN MANUAL 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. INCLUDING THE HIGH VELOCITY HURRICANE ZONE (FIVHZ). 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 OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 9. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND FLANGE OR FIN. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS. 45-1 /4" VISIBLE LIGHT VISIBLE LIGHT 6' 12-7/8' F5" MAX. MAX.1 1 MAX. O.C. 2' MAX. O.C. A A I 92-1/4' L \ VISIBLE \\ ucHr I 96' 12-7/8' FLANGE MAX, TO FLANGE �1 1 1 6' T 48' FLANGE MAX. TO FLANGE B TYP. FLANGED FRAME ELEVATION -I WIDTH I--- ---I WIDTH I+— I x FBC UPDA7E (TESTED UNIT) 98 1/4' FIN TO 1 FIN 5 - MAX. \\ 96' 2" MAX. —1L� 0 a6' - 50 1/4' FIN TO FIN 93 -1/4 - VISIBLE LIGHT NOA DRAWING TABLE OF CONTENTS GENERAL NOTES........................I ELEVATIONS. FLANGED.. ELEVATIONS, INTEGRAL FIN....... 1 GLAZING DETAILS.......................2 DESIGN PRESSURES, FLANGED.2 DESIGN PRESSURES, FINNED....2 INSTALLATION. INTEGRAL FIN ..... 3 CORNER ASSY, INTEGRAL FIN..3 INSTALLATION, FLANGED.............4 CORNER ASSY, FLANGED......... 4 INSTALLATION, MISC.................. 5 ANCHORAGE ............................... 6,7 EXTRUSION PROFIL.ES................8 PARTS UST ................................ 8- TYP. INTEGRAL FIN FRAME ELEVATION (TESTED UNIT) OTHER SHAPES AS SHOWN BELOW OR SIMILAR. MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEET 2. PRODIK.TRSVI9SD Imo— �WIDTH —►I �aomPlytggvuJtBthe�mL18 I+— WIDTH 1 h— WIDTH —►IT � !E` 10 = C3 0 h+— WIDTH �7 h- WIDTH --I h WIDTH -►1 WIDTH --i 1-- WIDTH —H T — T T �j TIF T X iD x x 1 i IL J 1 l d. VEMCE. FL 3427: P.O. 6QX 1529 NOKOMIS, FL 34274 I ALUMINUM PICTURE WINDOW. IMPACT I PW -701 I NTS I I d 8 1 42594 ``��`oN� LYNN * N0.58T05 �`•ck STA PS91ONNALUIb EN. P.E.# 58705 Fin wwMaximum Flanged WITldows Design Prwsure(+("psf)A-.090PV8-9n1m ' 24 1 30 38 7116LMH S/16A-.090PV0.3/16F6 or IW Dimension MJ 42 40 L64 -J00 87.876 36 38 80.0 80.0 80.0 80.0 00.0 80.0 80.0 80.0 48 48 60.0 80.0 8D.0 8D.0 80.0 8D.0 80.0 80.0 00 00 80.0 80 0 80.0 80.0 80.0 71.1 71.1 04.0 07.878 87.076 80.0 80.0 80.0 80.0 80.0 71.1 64.0 82.1 72 72 80.0 80.0 80.0 80.0 70.3 71.1 64.0 76.8 76 8 80.0 80.0 80.0 no 78.0 70.0 04.0 84 84 80.0 80.0 80.0 74.3 68.3 83.6 6 a 85.3. 80.0 80.0 80.0 73.6 67.4 02.5 b 80 66 80.0 80.0 77.2 64.7 88.2 �D 100.7 80.0 80.0 723 68.3 120 120 80.0 80.0 70.4 128 128 80.0 80.0 70.0 145 80.0 80.0 Fln8M Flanged VNndom MaxlmumDesign Pressure(+/-pef) a 38 7/1eLua53/1w-.09GPVB-9n6H3 I 7116LWWT633116rn7-7neAw-SA6HS-.o9GPV9-en6s A or B' Dlmenslon ) 1 42 48 84 60 67.875 7/18° IA14 MASS HOUNAI 36 80.0 60.0 6D.0 8D.0 80.0 80.0 80.0 80.0 48 80.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 STRENGTHENED CLASS 00 80.0 80.0 80.0 80.0 80.0 71.1 71.1 04.0 07.878 80.0 80.0 80.0 80.0 80.0 71.1 84.0 62.1 72 80.0 80.0 80.0 80.0 80.0 71.1 04.0 76.8 80.0 80.0 80.0 80.0 80.0 71.1 64.0 84 80.0 80.0 80.0 80.0 80.0 71.1 6 86.3 80.0 80.0 80.0 80.0 80.0 71.1 b 80 80.0 80.0 80.0 80.0 80.0 908.7 80.0 80.0 60.0 80.0 120 80.0 80.0 80.0 128 80.0 80.0 00.0 7/18' IAB GLASS NOI MAL .090' DIIPoM tBITACITE OR SAN,EX KEEPSA/'E SUN 3/,8° ANNEALED OR HEAT PVB WrERLAYER STRENGTHENED GLASS STRINOMD9D GLASS 12 DIM "A" & 'B" DIMENSIONS MAY BE ORIENTED VERTICALLY OR 10 77 R 21 HORIZONTALLY AS SHOWN. ffiE®0S tt "B' DIM. "B' DIM. GLASS T DIM. / \ 13 2 J- �__/16" LAMI GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) 1-1/te' LAW MASS NO)MAL 7/18° IA14 MASS HOUNAI .090' 9UTAORE OR KMPS saT.Ex 1fEEPSAFe MAXWLIb! 711W AIR SPACE PVB 0HERAYER 3/18' ANNEALED )R= STRENGTHENED CLASS J te- HEAT 3/18' TENPERED GLASS m GLASS 11 18" NOH. on las so.o so.o J-1/16" LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME NOTES; (INTEGRAL FIN FRAME SHOWN) 1. ANY ONE SIDE OF THE WINDOW CANNOT BE MORE THAN 145" NOR CAN THE WINDOW AREA EXCEED 32FT2. 2. FOR SIZES NOT SHOWN, ROUND Sip TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS -A" AND '87 MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). HS CAP TO 7MP FOR 3O' RULE I F.K. 1 4/4/07 1 8 1 NO CHANGE THIS SHEET I 070 TECHNOLOGY DRB N. VENICE, FL 34275 P.O. BOX 1829 NOKOWS, FL 34274 PW -Ml I NTS 1 2 « 8 1 42684 \11"ITT LYNN 4,jj�/�ii��. �\ Pa•�, , •��eNSF' •, vp •� No. 58705 .2 14 - p'•• ST TE F '• TGT: s NAL'O%\\ A �y1n,AIMMe4', P.E. I'.E.g 58705 INSTALLATION DETAILS FOR FINNED FRAMES 2X WOOD BUCK OR FR .131" (1/8") X 2 -1/2 - NAIL, WITHIN 2' OP CORNERS AND 5" O.C. 11 MAX. WINDOW HEIGHT OISIBLIGHT E INTERIOR SEE ANCHOR • GUIDELINES. SHEET 8 2X WOOD OR FI .375" MIN. EDGE DISTANCE X 2-11/2" NAIL, .375" MIN. WITHIN 2" OF EDGE DISTANCE CORNERS AND 5' O.C. 7EMBEIDMENT 1 1/4' MAX. SHIM SHEET 8 SEE 2X WOOD BUCK OR FRAMING VERTICAL SECTION D—D I 1/4" MAX. SHIM 1/4" MAX. SHIM 2X WOOD BUCK OR FRAMING SEE ANCHOR GUIDELINES, 1 13 SH 61 1-3/8' MIN, O O �O10 —q EMBEDMENT 11 18 on 22 17 21 10 MAX. VISIBLE LIGHT OPENING MAX. WINDOW HEIGHT HORIZONTAL SECTION C—C 90° CORNER ASSEMBLY NOTES 1. USE ONLY NAILS PER ABOVE, OR ANCHORS LISTED ON SHEET 8. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS, CHANGE TMS SHEET 070 TECHNOLOGY ON N. VENICE, FL 34275 P.O. IQX 1529 NOKOMIS, FL 34274 MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES ANGLED CORNER ASSEMBLY Pwaot I NTS j 3 -1 8 1 4204 PRODUCT REVISED es "Iyft whb Oro FIotide AcM)Iffi=N. -11101A l S�y- * mind Bab rste?am'-d-co-forou II `%�Ny LYNN �'��•' ENSF'•'�F.p * ' No. 58705 • STA O 6, • ��: Ori •.FLORIOP.•' G�Z: �'I, r?/ONAI � "' Nyhhl MrNd,; P.E. P.E.g 58705 IT�r �+ MAX. WINDOW HEIGHT HORIZONTAL SECTION A -A W CORNER ASSEMBLY V MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES ANGLED CORNER ASSEMBLY NOTES 1. USE ONLY ANCHORS USTED ON SHEETS 6 AND 7. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1X ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. THIS SHEET P.O. BOX 1528 NOKOMIS, FL 34274 P4u m FRAME 4 m 8 L 4204 2X WOOD BUCK OR FRAMING SEE ANCHOR GUIDELINES, SHEET 6 ```��pN•( LYNN aj/��'�i� 1� P��, •' VCENSF'! * ' No. 56705 ZORI Q BTA P • !(/ �''SSZONAL'e � A.P.E. P1'E.6 58705 SEE ANCHOR GUIDELINES, SHEET 7 MIN. CONCRETE KSI PER :. SEE ANCHOR ANCHOR TYPE, GUIOELINES, MIN. CONCRETE KSI SEE SHEET 7 SHEET 7 PER ANCHOR TYPE, SEE SHEET OR 1.5 KSI IEE ANCHOR 7 OR 1.5 KSI MIN. CMU MIN. CMU 4* 3UIDEUNES, ° '< • . 1X WOOD BUCK SHEET 7 1/4" MAX. SHIM .1 . SEE ANCHOR " 11 GUIDELINES, SHEET 7 13 16 OR MAX. WINDOW HEIGHT MAX. 17 O VISIBLE LIGHT INTERIOR OPENING SEE ANCHOR GUIDELINES, SHEET 6 13 10 2 SHIM MAX. SHIM SEE ANCHOR GUIDELINES, SHEET 6 2X WOOD BUCK OR FRAMING VERTICAL SECTION Q- IT�r �+ MAX. WINDOW HEIGHT HORIZONTAL SECTION A -A W CORNER ASSEMBLY V MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES ANGLED CORNER ASSEMBLY NOTES 1. USE ONLY ANCHORS USTED ON SHEETS 6 AND 7. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1X ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. THIS SHEET P.O. BOX 1528 NOKOMIS, FL 34274 P4u m FRAME 4 m 8 L 4204 2X WOOD BUCK OR FRAMING SEE ANCHOR GUIDELINES, SHEET 6 ```��pN•( LYNN aj/��'�i� 1� P��, •' VCENSF'! * ' No. 56705 ZORI Q BTA P • !(/ �''SSZONAL'e � A.P.E. P1'E.6 58705 MISC INSTALLATION DETAILS #12 STEEL SEE ANCHOR #12 STEEL GUIDELINES, FIN FRAME WITH SHEET 6 FIN REMOVED SMS (G5) INTERIOR SMS (G5) USE SAME 1/4" USE SAME ANCHOR MAX. SHIM 1 3/8" MIN. EMBEDMENT a WOOD BUCK OR FRAMING EQUAL LEG FRAME (OTHER FRAMES SIM.) 2X WOOD SUBSTRAT SEE ANCHOR SEE ANCHOR GUIDELINES, GUIDELINES, FIN FRAME WITH SHEET 7 FIN FRAME WITH SHEET 7 FIN REMOVED FIN REMOVED INTERIOR INTERIOR 1X WOOD BUCK 1/4" MAX. 1/4" SHIM lSHIM SEE ANCHOR SEE ANCHOR �.' •. =°': SHEET 7 GUIDELINES, : •. L . SHEEP' •.; ' MIN. CONCRETE KSI PER ANCHOR, SEE SHEET 7 MIN. CONCRETE KSI PER ANCHOR TYPE, OR 1.5 KSI MIN. CMU SEE SHEET 7 OR 1.5 KSI MIN. CMU EQUAL LEG FRAME EQUAL LEG FRAME (OTHER FRAMES SIM.) (OTHER FRAMES SIMM 1 X WOOD BUCKSTRIP DIRECTLY TO MASONRY (SEE SEPERATE NOA) ALUMINUM: 6063-T6 MIN. .125" MIN. WALL THICKNESS FLANGE FRAME (OTHER FRAMES SIM.) ALUMINUM MULL SUBSTRATE 1/4" MAX. SHIM 1-3/8" MIN. EMBEDMENT' EXCLUDING POINT t/8" NOM. MW. #12 STEEL SELF -DRILLING - SMS (G5) USE SAME ANCHOR QUANTITY, SPACING & EDGE DISTANCE AS EXTERIOR #12 STEEL FRAMING SCREW (SHEET 6) / STEEL. Fy=36 KSt MIN. 125" MIN. WALL THICKNESS 1/4" MAX. SHIM 2X WOOD BACKER r EXTERIOR FULL-LENGTH, WOOD BACKED STEEL STUD ALL GAUGE THICKNESSES (ATTACHMENT BY OTHERS) SEE ANCHOR GUIDELINES, SHEET 7 INYEWOR 1/4" MAX. SHIM SEE ANCHOR .' �':�•:, .�::..: , GUIDELINES, .. ,�..• SHEET' 7 q.. e MIN. CONCRETE KSI PER ANCHOR, SEE SHEET 7 OR 1.5 KSI MIN. CMU FLANGE FRAME PRECAST SLOPED SILL r1/4" MAX. SHIM #12 STEEL SELF -DRILLING SMS (G5) USE SAME ANCHOR QUANTITY & SPACING AS #12 STEEL SCREWZa (SHEET6)STUD y=33 KSI MIN. 18 GA MIN. FLANGE FRAME FLANGE FRAME FLANGE FRAME (OTHER FRAMES SIM. (OTHER FRAMES SIM. (OTHER FRAMES SIM.) STRUCTURAL STEEL SUBSTRATE STEEL STUD/WOOD SUBSTRATE STEEL STUD SUBSTRATE NOTES 1. USE ONLY ANCHORS LISTED ON SHEETS 6 AND 7. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1X ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2". IX WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER, INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME, 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. �"Jiojra/rrl�°o �rw � .,CHAME nrrs SHEET ,. ,ten, rcruNro �a INSr'A LATION. FINNED FRAME P.O. SIX 1828 NOKOMIB, FL 34274 Pw-m I NTS 1 5 -f a 1 4259-4 .-- �\11111111„{ g( LYNN � 58705 0 STATE ON •'''A Lyn�t_� Aller`\P.E. P.E.# 58705 1/8" NOM. MIN. #12 STEEL #12 STEEL :LF -DRILLING SELF -DRILLING SMS (G5) SMS (G5) USE SAME USE SAME ANCHOR ANCHOR QUANTITY & QUANTITY & SPACING AS SPACING AS $12 STEEL #12 STEEL SCREW l�RIOR SCREW (SHEET 6) OADE APPROVED MULLION (SHEET 6) (SEE SEPERATE NOA) ALUMINUM: 6063-T6 MIN. .125" MIN. WALL THICKNESS FLANGE FRAME (OTHER FRAMES SIM.) ALUMINUM MULL SUBSTRATE 1/4" MAX. SHIM 1-3/8" MIN. EMBEDMENT' EXCLUDING POINT t/8" NOM. MW. #12 STEEL SELF -DRILLING - SMS (G5) USE SAME ANCHOR QUANTITY, SPACING & EDGE DISTANCE AS EXTERIOR #12 STEEL FRAMING SCREW (SHEET 6) / STEEL. Fy=36 KSt MIN. 125" MIN. WALL THICKNESS 1/4" MAX. SHIM 2X WOOD BACKER r EXTERIOR FULL-LENGTH, WOOD BACKED STEEL STUD ALL GAUGE THICKNESSES (ATTACHMENT BY OTHERS) SEE ANCHOR GUIDELINES, SHEET 7 INYEWOR 1/4" MAX. SHIM SEE ANCHOR .' �':�•:, .�::..: , GUIDELINES, .. ,�..• SHEET' 7 q.. e MIN. CONCRETE KSI PER ANCHOR, SEE SHEET 7 OR 1.5 KSI MIN. CMU FLANGE FRAME PRECAST SLOPED SILL r1/4" MAX. SHIM #12 STEEL SELF -DRILLING SMS (G5) USE SAME ANCHOR QUANTITY & SPACING AS #12 STEEL SCREWZa (SHEET6)STUD y=33 KSI MIN. 18 GA MIN. FLANGE FRAME FLANGE FRAME FLANGE FRAME (OTHER FRAMES SIM. (OTHER FRAMES SIM. (OTHER FRAMES SIM.) STRUCTURAL STEEL SUBSTRATE STEEL STUD/WOOD SUBSTRATE STEEL STUD SUBSTRATE NOTES 1. USE ONLY ANCHORS LISTED ON SHEETS 6 AND 7. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1X ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2". IX WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER, INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME, 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. �"Jiojra/rrl�°o �rw � .,CHAME nrrs SHEET ,. ,ten, rcruNro �a INSr'A LATION. FINNED FRAME P.O. SIX 1828 NOKOMIB, FL 34274 Pw-m I NTS 1 5 -f a 1 4259-4 .-- �\11111111„{ g( LYNN � 58705 0 STATE ON •'''A Lyn�t_� Aller`\P.E. P.E.# 58705 NOTES: 1. ANY ONE SIDE OF THE WINDOW CANNOT BE MORE THAN 145" NOR CAN THE WINDOW AREA EXCEED 32W. 2. FOR SIZES NOT SHOWN, ROUND .UP. TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS "A" AND "B") MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). 5. DIFFERENT ANCHORS MAY BE CHOSEN FROM MULTIPLE TABLE COLUMNS TO MATCH THE SUBSTRATE. THIS SHEET SHEET P.O. BOX 1528 NOKOMIB, FL 34274 Anchor Type Anchor Description Substrate Head, Sill and Jamb Anchor Quantities Into Wood or Metal (AnchorTypes 1-4) Min. Embed- meat #12, Steelscrewy Anchor 084" ;8 1.375° 1 AS– Steal screw (G5) Stl. Stud, Gr 33 0 324" _ .Q.48°/11rga "A" or "B" Dimension Q.126" - 0.1261 can) #14, Steel screw (05) S. Pine MOW TYPO 2 24 1 30 _1.376" .040"/18Ga 36 #14, Steel screw (G6) Alum. W83-76 42 0.126" 48 64 60 1 67.876 #14, Steel screw G6) A36 Steel Anchor 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 141 1 2 3 4 Location" Jamb 3 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3B 1314 3 Head/S61 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 6 5 5 6 6 6 8 5 8 616 16171 8 7 8 4 5 4 514 5 4 6 5 5 5 5 5 6 5 5 5 6 6 6 6 8 5 5 5 6 6 6 5 8 6 48 2 2 2 3 3 3 3 4 3 4 3 5 4 6 4 5 6 6 6 .8 6 7 8 6 6 7 8 7 7 8 7 5 6 5 6 5 8 5 8 6 6 6 6 6 7 6 8 6 7 8 7 6 7 6 7 6 7 8 7 8 7 6 60 4H9wa&"SRI 2 2 2 3 3 3 3 4 3 413 5 4 6 4 615 6 5 6 8 7 6 7 6 7 8 8 7 8 7 6 716 7 6 7 6 7 6 7 6 7 7 8 7 717 8 7 7 7 8 7 8 7 8 7 8 777 87.876 2 2 2 3 3 3 3 4 3 4 3 6 4 5 4 6 5 8 5 6 6 7 6 7 B 7 8 8 7 8 7 6 8 8 7 6 8 6 7 7 8 7 7 7 8 7 7 7 9 7 8 7 9 7 8 7 9 7 72 Head/SRI 2 2 2 2 3 3 3 3 4 3 4 3 5 4 6 4 6 6 6 6 6 6 7 6 7 6 7 8 `6 Jamb 7 7 8 7 8 7 8 7 8 7 8 7 8 8 8 8 8 8 9 8 8 8 9 8 9 8 9 8 � 78.8 HWNSN 2 2 2 2 3 3 3 3 4 3 4 3 6 4 5 4 6 6 6 5 6 6 7 8 7 8 7 8 Jamb 7 7 9 7 8' 7 9 7 8 8 9 8 8 8 9 8 8 8 10 8 9 8. 10 B 84 Head/8111 2 2 2 2 3 3 3 3 4 3 4 315 4 6 4 6 6 8 5 8 6 7 6 a B 85.3 Jamb 7 7 9 7 8 7 9 7 8 8 9 8 8 8 9 8 8 8 10 8 9 8 10 8 Head/SIII 2 2 2 2 3 3 3 3 4 3 4 3 6 4 5 4 5 6 8 b 8 6 7 6 Jamb 8 8 10 8 9 8 10 8 9 9 10 9 9 9 10 9 9 9 11 9 60 Head/Bill 2 2 2 2 3 3 3 3 4 3 4 3 6 4 6 4 6 5 8 5 109.7 Jamb 9 9 12 9 10 9112 9 10 10 12 10 10 10 12 10 Hesd/Sill 2 2 2 2 3 3 3 3 4 3 14 3 5 41 5 4 Jamb 10 10 13 10 11 10 13 10 11111113111 " Width and Height dimensions may be 120 Head/Sill 2 2 2 2 3 3 3 reversedto locate anchor quantities on the Jamb ±i34131413 11 11 13 11 12 11 13 12 13 11table. If so, the Head/Sill ami Jamb rows128 must also be reversed so that the longer Head/Spi 2 2 2 2 3 3 4 3 dimension getsft most anchors. 146 Jamb 12 72 98 12 15 12 t13172 Hsad/SN 2 2 2 2 3 3 NOTES: 1. ANY ONE SIDE OF THE WINDOW CANNOT BE MORE THAN 145" NOR CAN THE WINDOW AREA EXCEED 32W. 2. FOR SIZES NOT SHOWN, ROUND .UP. TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS "A" AND "B") MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). 5. DIFFERENT ANCHORS MAY BE CHOSEN FROM MULTIPLE TABLE COLUMNS TO MATCH THE SUBSTRATE. THIS SHEET SHEET P.O. BOX 1528 NOKOMIB, FL 34274 Anchor Type Anchor Description Substrate Min. Edge Distanoe Min. Embed- meat #12, Steelscrewy _ S. Pins _ 084" ;8 1.375° 1 AS– Steal screw (G5) Stl. Stud, Gr 33 0 324" _ .Q.48°/11rga #12, Steel screw (G6) #12, Steel screw (G5) Alum. 6003-T8 �A35 Steel 0.32_4" 0.324° Q.126" - 0.1261 #14, Steel screw (05) S. Pine MOW 2 #14, Steel screw (GS) _ Sti. Stud, Gr 33 0.361" _1.376" .040"/18Ga #14, Steel screw (G6) Alum. W83-76 0.3811_ 0.126" #14, Steel screw G6) A36 Steel 0.301" 0.126" 3 1/4" Steel Ultracon S. Pine _ S. Pine 1° 1° _ 1.375" _ 1.375" _ 1/4" 410 SS CreteFlex 4 5118" Steel Ultracon I S. Pine 1.20" 1.375° A" & "8" DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. T r— "B" DIM. —►� T DIM. \� i— ALUMINUM PW -701 I NTS 1 6 -f 6 "A" DIM. \� "B" DIM. iTE IMPACT 4269-F PRODUCERIMSBD me 4 LYNN 4.j' 1%, ` * No. 688700 �- A Y -E 8F10 t4�: '''''7i{.I Ohl bhp P.E. " P.E.$ 58705 NOTES: 1. ANY ONE SIDE CANNOT BE MORE THAN 145" AND HAVE AN AREA OF MORE THAN 32FT2. 2. FOR SIZES NOT SHOWN, ROUND UUP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS A" AND "B' MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). 5. DIFFERENT ANCHORS MAY BE CHOSEN FROM MULTIPLE TABLE COLUMNS TO MATCH THE SUBSTRATE. CHANGE THIS SHEET SHEET N. VENICE, FL 34278 P.O. BQX 1529 N0X00 , FL 34274 Abhor Head, Sill and Jamb Anchor Quantities Into Masonry (Anchor Types 5-7) Min. Min. Anchor Anchor Description Substrate Edge Embed. "A" or "B° Dimension ¢n) Distance mem TYPO UBrecon 24 1° 30 1 36 2.7k Concrete 42 1.376" 4864 60 87.875 Anchor 6 8 7 5 6 7 5 6 7 6 8 7 5 6 7 5 6 7 6 8 7 6 6 7 Hollow Block 1.683° 1.26° Lcoetion• 5118" Steel Ultra= &ft Concrete 1.26° 1" Jamb 4 3 3 4 4 3 4 4 3 4 4 3 4 4 314 4 3 4 4 3 4 4 1 3 36 Head/SIII 2 2 2 3 3 3 4 4 3 5 6 4 6 5 4 6 6 6 6 8 5 7 7 6 Jamb b 4 4 5 6 4 b 5 4 6 5 6 6 6 b 6 b 5 6 6 5 6 6 5 48 Head/SAI 2 2 2 3 3 3 4 4 3 6 6 4 6 6 5 5 6 7 6 6 8 7 7 OJamb 6 6 5 6 6 5 6 6 5 7 6 6 7 6 6 7 6 6 7 8 6 7 6 6 Head/Sill 2 2 2 3 3 3 4 4 3 5 6 4 6 6 5 7 6 6 7 8 6 8 7 7 Jamb 7 8 6 7 6 8 7 7 8_ 8 7 7 8 7 7 7 7 8 7 7 8 8 7 67.876 Head/SAI 2 2 2 3 3 3 4 4 3 6 6 4 8 6 6 7 8 8 7 616 8 8 7 Jamb 8 6 6 8 7 6 8 7 6 8 7 7 9 7 7 9 7 7 9 8 7 72 Head/Sill 2 2 2 3 3 3 4 4 3 6 5 4 8 5 8 7 8 8 7 8 8 _ 78.8 Jamb 8 7 7 8 7 7 8 8 7 8 8 8 9 8 8 8 8 8 9 8 8 Hea"Ill 2 2 2 3 3 3 4 4 3 6 6 4 8 6 6 7 6 6 7 6 6 84 Jamb 9 7 7 9 8 7 9 6 7 9 8 8 10 8 8 101 8 1 8 Head/S81 2 2 12 3 3 3 4 4 3 b 6 4 8 5 606! Jamb 9 7 7 9 8 7 9 8 7 9 8 8 10 8 8 86.3 Head/Slll 2 2 2 3 3 3 4 4 3 8 8 4 8 6 5 Jamb 10 8 8 10 0 8 10 9 8 101 9 9 11 9 9 HeadJSM 2 2 2 3 3 3 4 4 3 6 6 4 6 6 6 Jamb 12 9 9 12 10 9 12 10 9 12 10 10 109.7 H a 2 2 2 3 3 3 4 4 3 6 6 4 Jamb nb 13 10 10 13 11 10 13 11 10 � Width and Height dimensions may 120 be reversed to locate anchor Head/SI8 2 12 12 3 3 3 4 4 3 quantitles on the table. If so, the 126Head/Sill Jamb 13111111 13 12 11 13 12 11 andJamb rows must also Head/SM 2 2 2 3 3 3 4 4 3 be reversed so that the longer Jamb 16 12 12 161131121dimension gets the most anchors. 145 Head/SIII 2 2 2 3 13 131 NOTES: 1. ANY ONE SIDE CANNOT BE MORE THAN 145" AND HAVE AN AREA OF MORE THAN 32FT2. 2. FOR SIZES NOT SHOWN, ROUND UUP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS A" AND "B' MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). 5. DIFFERENT ANCHORS MAY BE CHOSEN FROM MULTIPLE TABLE COLUMNS TO MATCH THE SUBSTRATE. CHANGE THIS SHEET SHEET N. VENICE, FL 34278 P.O. BQX 1529 N0X00 , FL 34274 Abhor Min. Min. Type Anchor Description Substrate Edge Embed. Distance mem UBrecon Hollow Block 1° 12F O114°Steel 1/4° Steel Ntracon 2.7k Concrete 1° 1.376" 6 1/4" 410 SS CreteFlex Hollow Block 1° 1.26° 1/4° 410 SS CmteFlex 3.36k Concrete 1°..... _ 1" 7 5118° Steal Ultracon Hollow Block 1.683° 1.26° 5118" Steel Ultra= &ft Concrete 1.26° 1" A" & "B" DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. DIM. r-- "8" DIM. —•►I. T "B" DIM. DIM. \� i— =--- j ALUMINUM PICTURE P*701 I NTS 17 m 8 IMPACT b. 425&4 PROD10FRRVI8E0 as csmpt�lug was Om 19uriea A No em tWiami of \0NY LYNN bjjee/ii�'i • lee, *' No. 6870055 ^'* ,•p'��'•• FCO OddPFF.•'G\�Q/�: "It g10NAL A.%fit,l MiA k P.E. P.E.# 58705 2.784° .094° 2.500" .062" —� .062" .077" 1.125" INTEGRAL FIN FRAME O MAT'L: 6063—T5 DWG NO. 4256A 1.875" .062" — (^+ — 2.784° — FLANGED FRAME O MAT'L: 6063—T5 DWG NO. 4253 CHANCE THIS SHEET I+ .970" —1 I 975° _ZL1 V- . Nll GLASS BEAD to MATT: 6063—T5 Q DWG NO. 4255 .346" —►I 975" .050" —moi I+— 1 1-1/16" LAMI I.G. GLASS BEAD tt MATT: 6063—T5 DWG NO. 4254 ITEM DWG # PART # DESCRIPTION 1 4256A 64256 Integral In frame head, sill & jamb 2 4263 64253 Flanged frame head, sill & jamb 7 1155 781PDX #8 x 1 Quad Pts SMS stainless steel 8 Schnee -Morehead SM5604 scryl-r narrow joint sealant or 10 4255 64256 7116 Iami glass bead 11 4254 64254 1-1/16laml I.G. glass bead 12 1224 61P247 Vinyl bulb weatherstrip (thick) 13 4224 Installation fastener coat 14 Dow Coming 899 glazing sealant or equivalent 16 Dow Coming 995 silicone structural sealant, black 17 7116" laml glass: 3/16" annealed -.090 DuPont Butache or Saflex KeepSa% Maximum PVB interlayer - 3/18" heat strengthened 18 14118" Iami I.G. glass: 3116" heat strengthened outboard - 7118" airspace - 3/16" annealed - .090 DuPont Butacite or Saflex KeepSafe Maximum PVB interlayer - 3116" heat strengthened 20 4262 64262 Architecture] comer key 21 7116" ]amt ®lase 3116" heat strengthened -.090 DuPont Butacite or Saflex KeepSafe Maximum PVB interlayer - 3/16" heat strengthened 22 1-1/16" Iami I.G. glass: 3/18" heat strengthened outboard - 7/16" airspace - 3116" heat strengthened -.090 DuPont Butecite or Saflex KeepSafe Maximum PVB Intedayer - 3116" heat strengthened 370 TECHNOLOGY DRA N. VENICE, FL 34275 P.O. Bq% 1529 NOKOMIS. FL 34274 PROFILES & 9LUMINUM PICTURE WINDOW, IMPAC aaww - PYW701' �s° 8 - 8 42584 .974' .047" INSTALL. FASTENER COVER t3 MAT'L: 6063—T5 DWG NO. 4224 \`&I 4YNN MV/4'i�� .��.• u�ENSF ••.FSP '. ' No. 56705 S�Er R 010 ?$UWry1P.E. P.E.# 68705 MM®CIl1�DE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/aera/ PGT Industries 1070 Technology Drive, North Venice, Fl. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the -expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control .Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 11PGT" Clipped Extruded Aluminum Tube Mullion - L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled ".impact -Resistant Aluminum Tube Mullions", sheets 1 through 22 of 22, prepared by manufacturer, dated 08/29/11, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. N USSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA 010-0819.05 and 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. I gWDE CO�Wgl1tdTY ... w i NOA No. 11-0922.01 Expiration Date: May 26, 2016 Approval Date: December 08, 2011 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1 through 22 of 22, prepared by manufacturer, dated 08/2}111, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6443 (samples A-1 thru E-1), dated 02/28-11, and addendum letter dated 05105/11, all signed and sealed' by Marlin D. Brinson, P. E. (Submitted under previous NOA #10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007 and FBC-2010, prepared by manufacturer, dated 09/20/11, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance with the FBC-2007 and PBC -2010, and no financial interest, dated June 06, 2011, signed and sealed by Anthony Lynn Miller, P.E. 2. Proposal # 10-1070-R issued by BNC to PGT Industries, dated 01/07/11, signed by Ishaq I. Chanda, Product Control Examiner. G. OTHER 1. Notice of Acceptance No. 10-0819.05, issued to PGT Industries, for their PGT Series Aluminum Clipped Mullion - L.M.I., approved on 05/26/11 and ' 'n$ on 05/26/16. 4 NKu-ej Perez, P.E. Productnt 1 Examiner NOA No. 11-0922.01 Expiration Date: May 26, 2016 Approval Date: December 08, 2011 E-1 SUITABLE FOR ALL LOCATIONS REQUIRING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGURE 1: MULTIPLE OPENING WIDTH FOR VERTICAL MULL ARCHES TO BE MULLIONS / ^� sEE oEraas INSCRIBED no 1 RECTANGULAR SHEETS 2.1 SHAPE SEE DETAILS / ATHRU G; SHEETS 23 WILL LENGTH LI HORIIONTAL_ 441------ MULL LENGTH III ` _ I \ SEE ; 1 aTHRU O: RU G; F- II SHEETS 23 �I. / OF /SEE DETAILS A-D,G,H; SHEETS 23 HORIMMAL — MULL LENGTH HORIZONTAL SEE DETAIL E, MI LL SFE ET 3 PENESTRATION PRODUCTS MAY `BE OF ANY TYPE. MUSTSE GENERAL NOTES: 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION, TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS HAVE BEEN TESTED AS 'FREE-FLOATING' AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MILLION CLIPS, BUT SHALL NOT HAVE A GAP OF MORE THAN 114• FROM THE CLIP. 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U160. THE 113 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 21. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TASLE(S). 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. 8) REFERENCE TEST REPORTS: FTL-8443; ELCO ULTRACON/AGGRE-GATOR NOA'S; ANSI/AF&PA NDS FOR WOOD CONSTRUCTION; ADM -ALUMINUM DESIGN MANUAL 8) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH POT -APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: MULLf` rOPENWG WE7M--t GLH 7— I —"=L MULL LENGTH --I OPEF3110 S Fi OPL, MULL MGM T L FOR mum LENGTH T_ IJ SINGLE MULLION SINGLE MULLION .� oPENwG WIDTH FOR V6RTIGLLMULL ,_.,,� OPMOO WETTH FOR VERTICAL MULL INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT "SIM FOR THE OPENING USING THE ASCE-7 STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTH. 3) REFER TO SHEET 22 TO DETERMINE IF THE WIND LOADING IS -RECTANGULAR' OR'f MGULAWTRAPEZOIDAV. GENERAL NOTES.........__......._._.. 1 INSTRUCTIONS .................. ... 1 ELEVATIONS ...... .......... ........ _ 1 MILL TO 2X WOOD ........._._..--- . 2 MULL TO 1X & MABONRY..r.m_... 2 INSTALLATION NOTES ......_._..._. 2 MULLTO MASONRY......._,.„.._.. 3 MULL TO STEEL STUD.-.._..._-. 3 MULL TO MULL._..„.........._..._. 3 ANCHOR SPECS.........._.._._._ 3 ALTERNATATE CIJPS........__...._..4 BAY MULL INSTALLATION_— 4 1 X 2 X.126 MULL SPECS _........ 5 IX 2 X.376 MULL SPEC S ......... B 1 X2.78 X.376 MULL SPECS .-..-.-7 1 X 2.78 X.05 MULL SPECS._....8 1 X 3.128 X MC MULL SPECS.._.._ 6 1I X 4 X .378 MULL SPECS.-...___ 11 2 X 4 X. 28 MULL 8PEC8�_.___. 13 2 X 6 X 28 MULL SPECS---.—. 14 1.20 X2.11 X.128 MULL SPECS.... 18 36° X 326 BAY MULL SPECS.._„,., 16 46° X 326 EAY MULL SPECS ---- 17 MULLION & CUP DIMENSIONS_- 18-21) EXAMPLES 1 & 2....._.__._._....._21 LOADING EXAMPLES. -_---.__..22 4) FIND THE CHOSEN MULLION'S MULLION CAPACITY (LNIM FROM TABLES 1A THROUGH 13A, ON SHEETS 6 THROUGH 17 RESPECTIVELY, USING THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). THE MULLION CAPACITY (LBSFM OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENTCLBSIFr) FOR THE OPENING OBTAINED IN STEP 1). 6) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LBS). THIS VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. 8) FROM THE ANCHOR CAPACITY (LBS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE ANCHORISUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR CAPACITY IS MET. 7) IF THE MULLION CAPACITY (LBSFM OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LBSIFT') FOR THE OPENING, YOU MAY USE THE *ANCHOR CAPACITY ADJUSTMENT FORMULA" TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE '1 SEE CORRESPONDING DETA6S MULTIPLE MULLIONS FROM FIGURE 1 ABOVE. 8) VERIFY THE DESIGN PRESSURE RATING (LBS/FT') FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION CAPACITY (LBSIFT°t OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION PRODUCT ASSEMBLY. 8) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NCA TO APPLY FOR A PERMIT. LYNN 411t "'/ i `� A`T: v�GfiNSE • ND 5ST05 -a a (3 r w '.BETE F Z. ,e 0k . PLOR10? �'SStONA�- A. LY�Id91NILLQL)@,1P.E. FL P.E.# 58705 ® a III I DETAIL A: DETAIL B: MULLION @ MULLION TO 2X WOOD BUCK "IUwON MULLION ATTACHED TO 1X BucxBTnw rva.aNOHOR a OR WOOD FRAMING WOOD BUCK AND MASONRY AND PER SUBSTRATE, c OFFSET CLIP SHOWN ATTACHMENT $EESEETABLES 1B•1LBr B ( ) (STANDARD CLIP SHOWN) BYOn•IERB, I SEE NOTE 1, MULLION I SHEET I. .:...,.,,.�, •_ ,B I k SEE SHEETS :° . q I I MBd ZT KSI ' A•. - ' - %' .`. s • O ERHER THE I 1 I 18.10 FOR FSOIP . 4 j I I CONCRETE OR CMU' -I •'' ' I DISTANCE, STANDARD .° 1 EDSE LOCATIONS ° '1 ,I i^---1-SEE SEE TABLES QiSTAL"llyIED BY v • • a DISTANCE ® ® ° I EDGE DISTANCE IB -1013 FOR WOOD . °. I' d FOR MASONRY g' THIS METHOD •a ' ANCHORS S ° a SIDE VIEW ALL� 4 2 O 4. •O.a d °A. OFPSET MULLR • 4 ' ° ° °, !j '. e, CLS MAY BE d' �o EXTERIOR .a ° ° •. INSTALLED BY METHOD. N 4 EDGE • ° .. ° . - ° . a DISTANCELLL a .. �¢ ° ° FOR ° °. ° a MASONRY ./� ANCHORS a EXTERIOR °p °o • "'_�o. a N� SEE TABLES :'.e .� ••:.•:° ~..;- SEE NOTE I, ~�• 0.•• •'. A:'� �•i . • :•a SHEET 1. SIDE VIEW FRONT VIEW MM 2.7KSI CONCRETE OR CMU FRONT VIEW INSTALLATION NOTES: BY 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSINGmw%OR STUCCO. \ \ \ L 1 I 1 I , r 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 ```� o�y qZ`,; •�\CENSE FP MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A -D, EITHER THE STANDARD `� OR INTERIOR CLIP MAY BE USED. * i No. 58 705 — 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. = = 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C. SHEET 3. •O : o Ili I1 5) FOR MASONRY APPLICATIONS IN MIAMI -DADS COUNTY, USE ONLY MWWI-DADE COUNTYAPPROVED 'i��`� •. FLOR\0? •'�(9``` ELCO ULTRACON OR ELOO 11,V S.S. AGGREGATOR MASONRYANCHORS. /iijsSr/ONAL A. LYNN MILLeR, P.E. FL P.E.# 58705 DETAIL C: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CLIP SHOWN) EITHER Tf@ STANf1ARD OFFSET MULL CLIP MAY BE WSTALLED BY THIS METHOD. , EXTERIOR < °" EDGE OCTANCE v FOR MASONRY ANCHORS MW 2] ICI CONCRETE OR CMU FRONT VIEW SEE TABLES 1&1OB EDGE DISTANCE MASONRY ANCIORB e _ .4 4 �BUTHERS, NOTE 1, INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY, BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A -D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. 6) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI -RADE COUNTYAPPROVED ELCO ULTRACON OR ELCO 1/4° 3.8. AGGREGATOR MASONRY ANCHORS. VARIES-f+—�I LWTERsEORON U -CLIP FRONT VIEW NOTES: SCREWS, .INS OR PRE -DROLL NO USE SMS EXTERIOR `r SEE SHEETS 18-28 FOR HOLE LOCATIONS EDGE DISTANCE SEE TABLES 1B -10H SIDE VIEW DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SH 1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD ANCHOR VALUES MAY BE USED. 2) SEE CORRESPONDING MULLION TABLES, SHEETS 6.17, FOR QUANTITY OF SCREWS. SIDE VIEW m as P [,. tt111111f)f� EDGEDISTANCE SEE TABLES ��+; • J * : NO, 58705 pat AlE°b G. i�.t�'•. FtOR10P••�Gi�� S/DNA -�..�. A. LYNQAV I.ER, P. E. FL P.E.# 58705 ppig DETAIL E: -f 1� MULLION TO MULLION INTERSECTION (U -CLIP) -� NOTES: 1) MAY BE INSTALLED IN °TEE° OR °CROSS° INTERSECTIONS. vAI 8 2) MAY BE INSTALLED HORIZONTALLY L (SHOWN) OR VERTICALLY, 3) SEE U -CLIP DRAWINGS, SHEETS 18-20 TOP VIEW FOR CORRESPONDING MULLION. VARIES-f+—�I LWTERsEORON U -CLIP FRONT VIEW NOTES: SCREWS, .INS OR PRE -DROLL NO USE SMS EXTERIOR `r SEE SHEETS 18-28 FOR HOLE LOCATIONS EDGE DISTANCE SEE TABLES 1B -10H SIDE VIEW DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SH 1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD ANCHOR VALUES MAY BE USED. 2) SEE CORRESPONDING MULLION TABLES, SHEETS 6.17, FOR QUANTITY OF SCREWS. SIDE VIEW m as P [,. tt111111f)f� EDGEDISTANCE SEE TABLES ��+; • J * : NO, 58705 pat AlE°b G. i�.t�'•. FtOR10P••�Gi�� S/DNA -�..�. A. LYNQAV I.ER, P. E. FL P.E.# 58705 ppig DETAIL F: FIELD -MODIFIED MULLION CLIP (F -CLIP) ?CONDMON& ILS hj a AND9 FORINSTALLATION IFIC SUBSTRATES. SIDE VIEW SHOWN WITH 1•XrX.126•MUWON EXTERIOR ON CLIPFIELLD EXTERIOR O I �'/��Mlm.LtON TYP.ANCHOR IMO WOOD, STEEL, ALUM, CMU OR MASONRY STANDARD CLIP TO BE MODIFIED INFIELD, r I DgTANC@ PERANCHOR �I !! NOTES FOR INSTALLATION OPTIONS F- 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.20'X 2.11• X.128' MULLION. 2) SEE TABLES 1B-109 FOR ANCHOR QUANTITIES AND SHEETS 1&20 FOR HOLE LOCATIONS. 3) THE 2X6 CLIP IS NOT SUITABLE FOR THIS APPLICATION, DETAIL G: ANGLE MULLION CLIP (ANGLE CLIP) DETAIL H: BAY MULLION INSTALLATION (ANGLE CLIP) TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1B•11B I I I II 1 I II I I I ' 1 I EXTERIOR _ IMO WOOD. NOTES FOR INSTALLATION OPTION G AL -ft 1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION. 2) DETAIL G: SEE TABLES 111-110 FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. 3) DETAIL H: SEE TABLES 128 OR 138 FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. ® OR C. 2•� . \CBNSfi�' � k No. 58705 zz F A. LYNN MIUK" P.E. FL P.E.# 68705 TABLE 1A 401 t: FUK TME VFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE Z O 1111 1 O 0 • ;7*1 FIGURE 3: ---1 F 1 0 0 0-1 ANGLE CLIP MUST BE USED N PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: NT FORMULA: =ANCHOR CAP.— USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING, SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS LS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PPeSSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.66. ALUMINUM SHALL BE S06346 AND BE A MINIMUM OF .126• THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND .046" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .128" THICK AND ASB. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL le WI& O 9 FIallda y' o%jo 1111w "N ( LYNN Al, a1• • ��GENSE . •Ac � N,,.68705 .O '•. GLV l)11 WW1 F �,,' f/ SIONAL �o. A. 6uMILLER, P.E. FL P.E.# 68706 AnchorCepac Teble(0)s) Sm edm • 2.7k Cmmrete 3.0 Com. HWtow CMU FOted CMU PT Wood Metal Atroi99r Cgp P8Uaf1m �o8198' HW UD aam V4't7oo Ntmwn Etta 11, 311w Elco Ullreooe 114* Elm t9ft=l V4' 88 EIW WiS' OW V4' SS Elco 610 Stem Sleet 612 612 61,W9/18 AgWeGelm UMm AggmGaW aorew (am Somw (Gm sorer (68) Etlge Nefeme Mk r a-14' 1' 2-Vr 3.118" 1' 2-Vr 1' 2.412' r 3-V8• r 0.4s' a8r 0.324° EmbWmem (i9 1.374° 1.314' 9374• 1314• r 9-V4' 9-1w 1-V4' 1-V4" 1•VS" 1•V4' 7 1378' VIM* (BN ml04) aAmhoe®4.7ir O.C.I m P.Bpsg l). 38D48 38948 460lbe 69949 9866 the 27948 2804e 384t 7494s 4N 46 60448 118249 � 4 w 0�4a 4 Amlmte (tp 1.98" Mln O.C. / 8teed8td (m08eM) diP(Ftg.2}: 4864e 70DOm WA WA WA WA iWU WA WA WA WA WA 0$2 ro 840 ft 1/2D 4 ARM= ® 3- Mla O.C.1(2) 2118Angte talpe /(Fig. 3): Iso om 7694e pD 4s taw 44 188846 won � 8s WA 780 4s 086 ore 8M Se 2384 48 662 aro 840 Pm Ib3 11204e 2 AW= @ 348' MN. O.C. I LLCOp, tit VS Alam (Ffg. 4k WA WA WA WA WA WA WA WA WA WA WA WA WA WA 718 4s lauthor/F1'.Ifp (Flg. Bj: 9984e te64a 2281be 448 Ore eTa 4e 136Ibe 14948 177 WS 37948 . 23448 3321be —91 —M. les Om 210018 21120 2Amhme ®1.18' EUn O.C.1 F•COp (Ftg. kIl 249 4e WD W WA WA WA WA TOO—** WA WA WA WA WA 32643 42048 880 01e 401 t: FUK TME VFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE Z O 1111 1 O 0 • ;7*1 FIGURE 3: ---1 F 1 0 0 0-1 ANGLE CLIP MUST BE USED N PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: NT FORMULA: =ANCHOR CAP.— USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING, SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS LS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PPeSSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.66. ALUMINUM SHALL BE S06346 AND BE A MINIMUM OF .126• THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND .046" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .128" THICK AND ASB. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL le WI& O 9 FIallda y' o%jo 1111w "N ( LYNN Al, a1• • ��GENSE . •Ac � N,,.68705 .O '•. GLV l)11 WW1 F �,,' f/ SIONAL �o. A. 6uMILLER, P.E. FL P.E.# 68706 TABLE 2A ..•- ., .,- ..rv.�.- rv.v, ,v,Y rn, , cnry wvv wvLnVn vw Uea AS I f1C O IRNUMW ULIF. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DPS,) X /ANCHOR CAP, m"�Y� =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. FIGURE I: FIGURE 2:moD11CTRE TABLE NOTES: Anchor Cgpgottq Tabtg (Ibg) e.eomplyimwith t1wMarldg u rob to 2.7k Cmmaete O 3.5k um. I • tbaow cmu 1) SEE SHEET' 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. FNed CMU I Wood Meld Afx)wrCOpPgaema AndmrTp&- VIVEImU6tmen 1/4'EwoUmmm 611ie� 3I1B•Slnolalteoa 1/4•t3oolRitsmn U4.86Q4o ti1WEIaa v4'6SEb0 0108I0d 9128teO 9128lee1 ra FIGURE 3 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE AggMGMW Ulm = AWSUM 8m po form (eq Scmw po Edge almme T 2-112° V 2.1/r 3.18• V 2.1W T 244 r 3.18" r 0.48• 0.04' 0.324" Embsmnsm 8n aft 2 AmMre 4.T8• Mln. O.G / 8temieA m 09am Cllp (Ffg.1$ 1314' 3B067e 1-w 380I� 144' 4801 1.914" 880 mo r 1844Ib0 1.114' 1-vc 1-U4` 1-1/4` 1.114° 1N4• r 1.38° 1.3ia' see trots 41 4 AmOme ®1.16` Mb4 GG / 9tanamd 1m OBa41) Cap (i'fg. 4 480 On M lbs WA WA WA -270 m0 WA 260 be 364160 740 IM 4N ®8 684lb. 1162 On 926 ft 42D Um8BO IDa 4 Amimuc(W3"Min.GG/CR2x8AtI 78016. 76061e 880W0 18�1� 16�Ibs 890619 38067n 880 me WA WA WA lbs WA 9361bs A 860 pnt WA 23-84670 88216. g82Ib0 &f06>s 090ds 11ag ros 2 Amhme (� 0.48° MkL O.G / U•Cap, Into 1/8` Alum. (Fig, OX AJWl0%. Q: WA WA A WA WA WA WA WA I WA WA WA 1120ibe 1 Andmr! F•C6p (Flg. 8k leaft 186I1an 228100 446678 822 6m i35!t 140 bre 1n nre 970160 239 Th. 832 bas WA 881 ms WA les Ste WA 210ft 71g the 2BD 160 2Anotmre 1.18' Min O.CJFlap ek 24060 3801bs WA WA WA WA 1801be WA WA WA WA Nf1TC• GAO TL.IC /1CCCCT n, to „ems rum ew..� w.,....w.. .......��......- ..._..__.._...__ WA 9284te 420th. un m0 ..•- ., .,- ..rv.�.- rv.v, ,v,Y rn, , cnry wvv wvLnVn vw Uea AS I f1C O IRNUMW ULIF. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DPS,) X /ANCHOR CAP, m"�Y� =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. FIGURE I: FIGURE 2:moD11CTRE TABLE NOTES: e.eomplyimwith t1wMarldg O . • 1) SEE SHEET' 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. ttd hCode we NO B4.om SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. -►i 1.000` �» ra 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. 2 000" ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN ' THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18 20. I ��oN`t „•„Mi�� ,� ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED 376';' FIGURE 4: •LL�o FIGURE 6: FIGURE g L CONCRETE BLOCK UNIT (CMU) SHAD CONFORM TO ASTM G90. WOOD 8HALL BE PRES3U1tE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.66. ALUMINUM SHALL BE 6081-T6 AND BE A MINIMUM OF .126• THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045' SHA THICK (18 GAUGE). T 3 SCR STRUCTURAL STEEL TO BE AT 1” X 2' X .376" MULLION THE MATERIAL2ICK AND A36. ALL ANCHORS INTO MEAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND * .. No, 65705 ._ = * r � 0Q�( e�1� ��1 •'. :�� I3TA' A. L` 414M11.L P.E. FL P.E.# 58705 •— —• --•— %••---• •..•. • .. • • •-•�...,.....,...r...n .�uvca rw t M a MNLIAnv ULIr. LAMIL u VALUES ARE USED IN THE EXAMPLE ON SHEET 21. FIGURE 1: FIGURE 2: FIGURE 3- 170 0 ANGLE CUP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE S: =ANCHOR CAP._ USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-80. WOOD SHALL BE PRESSURE TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.5& ALUMINUM SHALL BE 8083-T6 AND BE A MINIMUM OF .128' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 ANO.045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL as conoyinS wilhOw F)mlda Be)IdmSCude Aa By Ptoduol 1111111)/ gi LYNN p............ *� No.58705 STAN' 11 �'�%Si`S�flNA1- �� A. NN MfL'LER, P.E. FL P.E.# 68705 A1lahorCapaaBy Table (0m) Se6eta te: 2Tk Conaete 3.6k Can. I HWM CMU Fmw t20U I PT Meld Atictrof Clip Palteltla Amtrorigpa: 3118" PJoo Ulteoon 114° ✓1oO Utlm4at 3Ha• Eiao ullm=a 114' Etao tllt� uuft�� O FICC V4' 88 Elm 010 Sian #12 MW 012 Sled Ag81e08tw l0rea0n AWefttm Sae ms) Soremm sum (Gm SdpO Dlstama M$ 1• 2.112° 1' 2.12• 8.116° 1• 2 -til I-. 2112° 21 3-im r a4a' 0.86• Qi26• F.atbedmeN M • 2Amhae[ 4.78° aO.C.! mO98ot (Ft0. 1k 14W ON om 1414' 320 be 1.214° 4800e 1.214• WD—* Z° /8448n 1-V4• i701bs MIC 1-V4• 1.1w 1-114• 1-V4° 2• 1-918' 1-218° (eee me 4) 4 Mahon ®1.16° MIn. O.C. f 8tendeM (m Odell) COp (14& 2k 480 8n 700 0s WA WA WA WA 280Ibs 3940m T400s 4880s 884 me 1182 328bs 420168 8800s 4 Anohae a M6L O.C. I 265 As81e COPe 1(140.3): 780 Un 78008 880 Om 580 11b0 1888 ft e4o lbe 380 0e MOO- WA WA WA 76D IDS WA =W88801be WA WA Y3841bn 832168 eel We 840Ihe 11201be 2 Amtme ®e48' ean. O.G / UdOp, 600118° ANa. (140.4k WA WA NIA WA WA WA WA WA WA WA WA e400s 1120 ma t AmbOr l F -CUP Me. 185 1881bs 2780n 445 iba an a. 13516E uc ibs 17708 37006 Zrn 332 me WA sm on WA 1631bs WA 2101he 71808 280 We 2An9ms 1.15'MN.o.CJF-COP(F7&8k unr . an. —na--- „ems 24010s 3800s WA NIA WA I WA 1800E I WA WA WA WA WA 32600 4200E $600s •— —• --•— %••---• •..•. • .. • • •-•�...,.....,...r...n .�uvca rw t M a MNLIAnv ULIr. LAMIL u VALUES ARE USED IN THE EXAMPLE ON SHEET 21. FIGURE 1: FIGURE 2: FIGURE 3- 170 0 ANGLE CUP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE S: =ANCHOR CAP._ USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-80. WOOD SHALL BE PRESSURE TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.5& ALUMINUM SHALL BE 8083-T6 AND BE A MINIMUM OF .128' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 ANO.045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL as conoyinS wilhOw F)mlda Be)IdmSCude Aa By Ptoduol 1111111)/ gi LYNN p............ *� No.58705 STAN' 11 �'�%Si`S�flNA1- �� A. NN MfL'LER, P.E. FL P.E.# 68705 TABLE 4A 1 ACLt 41i - . ,-.,n , — vrro. ° �Wr. we I ne oAme AK%,nvm rA 1 1 CKN ANU ANUMU ( VALUbb AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. Pp—) x (6AULL1oN ' ANCHOR CAP., USE THIS FORMULA TO OBTAIN THEANCHOR 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. PRODUCTREVIsm as complying with Ow Fhd* FIGURE 1: 61.000° FIGURE 3 FIGURE 2: '70 o TABLE NOTES: 1} SFE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING, SEE SHEETS 2 4 FOR GENERAL INSTALLATION METWODS 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. Anchor CaPacily Table (11m) �� pNy ....... 4f • • • • ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN Attciwt C6p PetlWms Substrate: 276 Conmete 3.6&Cm1a I Honowcmu Med PTWood metal Amhm Type 6113° Elco 114° SS Elco 0116° PJc 010 Steal 0126teal 612 SteW 3H8' Eloo lgtrWm VT Elmo U Ueoon IJA � 3N8° Eloo lB meo r V4 ©0.o I8tmm1 A20reftm Ntrem Sinew (OW Sinew (GM tlo (Go Edge Dltlerroe 0.N: 1' I'm 1° 2•UT 9.118• 1° &1W T 2 -VY T 3.1/0°a40• " O ' E • F[ORIOa. •�G�� ` 0.04• 0.324• • ITHE ULL JJ Embednlmll M: 1.714" 1.1/4" 1314" 1.91x° 2 - 1-V0.° t -1/B' 1•VS 1-v0.• 1.1/4• 1•V4°13/Y 1.318° tee role 4) 2Arm 04.70° min. O. / Bimlf181d m0 Cllp (Fig. 1}: 300 Sae wo ow 450 int 600 We 1844 ms 270 ms 280 @e 304 me 740 bs 488163 Bea It 92W l 420 no wt4Armhole ®1.18°Min. O.C./8tenmtl(m093e5COp(Flg. 2P 480 @e 7000rt WA WA WA WA 98o We WA WA WA WA862160. 1120Ott4 Atlmmm ®3 m64 O.C. / (2)2t8An& CUP / ft 31: 2Ana mre@a4VNHmOC./U•COphd0VB•Alum.(RIBA$ 750 IDs 780160. Beg ma 166a lbs 1BW Wo 540W3 880 ma WA 750 030 i63 8801bS 002 MS 1120 6m WA WA WA WA WR WA WA WA WA WA WA WA 718163 1 Anbhm/F-Mp(FIg. 4- 190163 185163226IW 4488m 8226m 136163 1408re 177163 vows 234 ms 332 ata mws 163WS 210163 250 iba 2Anohme 01.16° min. O.CJ F-Mp (Fig. W}; 240163 380 618 WA WA WA WA 180 @t WA W0. WA WA I WA I MMS 429 lbs Boo 6r- - . ,-.,n , — vrro. ° �Wr. we I ne oAme AK%,nvm rA 1 1 CKN ANU ANUMU ( VALUbb AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. Pp—) x (6AULL1oN ' ANCHOR CAP., USE THIS FORMULA TO OBTAIN THEANCHOR 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. PRODUCTREVIsm as complying with Ow Fhd* FIGURE 1: 61.000° FIGURE 3 FIGURE 2: '70 o TABLE NOTES: 1} SFE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING, SEE SHEETS 2 4 FOR GENERAL INSTALLATION METWODS 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. —1 2.760° ret�UaiD l� 11133111! / �� pNy ....... 4f • • • • ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.20. ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED N0.58705 -_ FIGURE 4: FIGURE 6: FIGURE 6 CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C•60. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN 80 OF 0.66. ALUMINUM SHALL BE 6083-T5 AND BE A MINIMUM OF J� 0 S�� Lll .126' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046° THICK (15 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .126° THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LFA4T 3 SCREW THREADS BEYOND VX 2.76° X .660° MULLION " O ' E • F[ORIOa. •�G�� ` • ITHE ULL JJ MATERIAL �iS� A. LYNU MIWVh, P.E. FL P.E.# 68705 TABLE 6A Mullion CapadW Table omm Opening WMth(fDrvadco*Spenningmullons)or Opening Height (for horFimgelly-BpantftmuMonB) 68N 80N 70N 68N so In 100N 120 In 140 In 160 In Rade Wer TrOPMaM 1"x3.126"x Lomft Lo" RedmMu;ar Twofft--IM Loao708 LOA00 Reata7Guier 7B7Rrie Laed9q Loaft ReoWVLft Tra#Tdm Reote>tgWer Tfwyrwm ReotmegNer TreplTdmtg. ReelEOAtiNr TreWT Re019n8uNr TregtlTdarg. L-lom L -ft Laedtn9 Loaft wee Loading tmft L -ft L -ft LOe1M9 LOedi0 Laaft .800" Alum Tube Mull 42 In 1740 820 170.0 438 1740 744 9740 478 170.0 888 170,0 $OB 170.0 992 170.0 618 170.0 1116 170.0 821 170.0 1240 9740 821 170.0 14M 170.0 821 170.0 1736 170.0 821 180.4 1802 170.0 821 48 N 170.0 708 170.0 826 170.0 858 •170,0 884 170A 882 170.0 868 170.0 1133 170.0 881 17M&O 1278 170.0 877 1740 1417 170.0 MO 187.7 1877 170.0 88O 13&1 1877 170.0 880 118.2 1677 170.0 BBD 50.620 IA 170.0 747 1709 669 170.0 890 17&0 031 170.0 1048 170.0 684 9740 1188 170.0 723 170.0 1348 97&0 747 1740 1494 1740 768 141.7 1408 170.0 788 121.8 1496 1740 780 108.8 1488 170.0 758 84 N 170.0 787 77&0 012 170.0 968 170.0 881 170.0 1116 170.0 764 1740 1278 170.0 80.9 1841 14M 170.0 w 1448 1401 770.0 838 124.6 1401 170.0 881 1048 1401 170.0 881 88.4 1401 170.0 861 60N 1740 888 97&0 701 17&0 1063 97&0 787 158.8 1168 17&0 878 198.7 1168 187.0 GN 123.3 1168 1889 917 111.0 1168 1447 910 828 1168 144.8 947 78,3 1168 144.8 003 89.4 1168 144.8 88:9 63 in 170.0 630 170.0 748 88N 159.8 1048 170.0 BBD 137.0 1048 168.8 880 11&8 1049 141.7 640 908.8 1048 1020 838 968 1069 'MIflB 828 7&9 1099 118.9 820 88.8 1049 118.9 810 6&9 1049 1169 619 168.8 886 170.0 788 138.0 968 15L3 804 119.1 808 133.7 758 104.2 688 MA 778 82.8 BBB 112.8 788 83,4 888 108,4 757 B&8 668 8&8 740 89.8 866 98,7 758 82.1 888 88.7 758 72 In 12&6 803 190.9 897 107.0 803 114.8 868 91.8 809 101.1 an 80.3 803 91.2 868 71.4 803 83.8 649 842 803 760 642 538 803 722 832 48,0 803 8&8 628 40.1 803 69.7 n 78 In 106.2 721 114.9 818 91.0 721 87.0 818 78.0 721 86.1 eN 88.3 721 7&B 688 80.7 721 70.1 SM 84.8 721 86.4 879 889 46.816143&0 39.0 72t 8&8 884 827 34.1 721 58,1 683 78N 101.0 804 1M4 898 842 884 89.4 587 72.2 884 78.4 576 80.1 804 70.4 887 SRI 684 84.4 868 One 684 89.8 681 421 541 SRI BB4 81.3 80 N 8&8 814 87.9 488 84.8 814 87.9 449 4T.0 814 80.0 410 41.1 814 44.8 433 36.8 814 40. 427 32.8 614 37.3 421 27.4 12 638 238 814 58.4 458 31.8 884 68,8 894 20.8 814 79.0 403 68 N 842 482 88.7 404 48.2 462 47.0 388 W7 482 4&9 388 336 482 38.4 984 90.1 482 926 378 27.1 482 30.9 379 228 88 19,4 482 24.2 589 96.9 987' 38.8 31.7 989 3'L.7 317 T72 387 28,4 392 298 387 282 908 211 387 227 S03 18,0 957 20.8 209 969 033 IRS 387 18.2 207 10.0 482 728 356108N .11.9 987 IRS911h 3&1 938 30.8 808 282 358 90.9 907 28.0 338 261 M 21.8 398 2&7 292 19.8 336 20.8 286 17.8 me 1&0 2&7 14.0 78 129148 273 110 120N 27.7 ' 582 264 23.1 289 23T 258 9&B 288 20.6 17.9 289 18.1 262 1fl4 289 18.3 249 139 289 14.8 240 17.8 40 &B 288 11.4 798 &7 289 10.4 232 TABLE 6B Abhor CIp P80ema , Am[& 7Ym 311 8° D00I80eo49 I U4 EI68UDe00n 3118° 000 U0ee�n I tW E300 Ulmoon I A 88 Etoe _We' f18�e001or FIGURE 1: FIGURE 2: 0 0 FIGURE 3: ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 6: FIGURE 8: • • O =ANCHOR CAP.„; USE THIS FORMULA TO OBTAIN THEANCHOR CAPACITY REQUIRED` CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULL109 CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.66. ALUMINUM SHALL BE 8D83 -T6 AND BE A MINIMUM OF .126" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .126" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. o" i PRODUCT as comOTyla Mum •t�.•'�GENSE N0.68705 "€0 0 ••. STA •: • ,� "";;Ss '/ONA- A. LYN Md ' R, P.E. FL P.E.# 58706 TABLE 6A MDIOon Capacity Table (IbeW) Opening Width ((orueNcely-sperod mWOorm) or Opening Height (for hoftoNa*spannlrig mWOol s) 40 In Be N 70 in 80In 00 in ICD In 12D In win Isola Reoteng,dar Tfal'IMang, 1 x 4 x .126 twA g Loaning Realaa9War I Tatwu lq. L -ft Loading Rec".1ar I Trap"rhang. Loaft Loa RBOtangWaz TlapdMmlg. L6atUng Rwlen90lnr Teep/Mv1g. RaUa119ular TrePndeng. Rectengulel TraPiTden0• Reotengaler Tom, Rectangular iteplTrlml9. Hdao CNU ft loar0n0 Loaduv L -ft Loaft Loaabg Lceditg Loading Loadleg Loadbg LeadMg Loading Allan. Tube muffien 8118° Elan Ntraoml 3119 Et4o NireWn vd° Eito Nt ato0 #12 Steal v0.• SB Elco 8118• Eloc v4• SS Elco 910 Steel Ota steel AMeGalor Ntmcan Mgg enstm 6peo (OS) Sam (06) 80. a9 (Li8) I fill, h. I I I h 11 1 h 11 11 h I h MWO 70808 if j 1 1 � WA 1 WA 03008 40.M 170.0 620 170.0 438 170.0 740. 170.0 476 170.0 880 170.0 boa 170.0 882 170.0 619 170.0 1116 170.0 621 170.0 1740 170.0 621 Imo 1488 170.0 Gal 1448 1489 170.0 621 127.6 1488 170.0 821 49 in 170.0 708 170.0 624 17MO 880 170.0 684 170.0 862 170.0 830 170.0 1133 17x0 Sol 170.0 1278 170.0 071 168.3 1313 170.0 080 130.3 1909 170.0 680 111.7 1308 170.0 M 87.7 1303 170.0 860 1304168 60.676in 17x0 703 170.0 863 170,0 M 170.0 631 170.0 1048 170.0 004 170.0 1108 170.0 723 166.1 1298 170.0 747 140.8 1238 170.0 760 117.1 1236 170.0 788 1044 1238 .170,0 769 87,8 1238 170.0 768 BBO 08 84 In 170.0 787 170.0 612 170.0 868 170,0 681 170.0 1118 170.0 784 184.4 1188 170.0 609 1373 1166 170.0 � 123.8 1168 170.0 655 1028 1198 170.0 881 042 1158 170.0 081 77.2 1188 170.0 881 1170018 801n 170.0 OW 1704 701 168.7 1042 170.0 707 1429 1042 101.1 832 1241 1042 148.7 818 111.2 1042 139.6 801 100.0 1042 790.2 791 83.4 -1042 126.1 782 71.8 1042 1241 792 826 1042 126.1 782 I� 83b 170.0 930 170,0 348 181.2 882 1836 818 129.8 892 144.4 788 7144 982 181.0 762 Inas 882 121.4 788 gal 892 114.8 788 748 882 1044 748 84.e 892 1040 744 88.7 982 108.0 744 WA BB W 166.4 847 1740 769 137.8 847 148.0 788 1141 847 130.3 788 1044 897 117.7 782 91.6 947 1047 739 827 947 1022 727 68,6 047 86.1 713 841 947 84.0 711 � 61.7 897 80.0 711 1432 am 7261 1949 849 1427 737 1133 049 121.8 771 97.0 849 1048 TogIN 9 69.4 888 78.8 848 047 688 07.9 649 02.7 075 60.6 849 78.3 868 448 849 M.8 682 428 849 318 Os 76N 1148 782 120.7 888 88.9 702 1028 882 826 762 90.0 0402 80.8 829 843 782 743 820 BT.9 782 09,2 813 441 782 828 802 41.9 782 848 8W 724 651 96.1 782 88.4 76 b1 108.8 724 111.4 834 840 724 61.8 821 70.3 724 628 8094 74.4 899 69.4 724 ..1 591 83.4 724 63.4 683 44.6 .724 67.3 873 342 124 84.3 607 888 33.4 724 83.8 1•e 85208 sola Sao 843 71.8 489 sea 843 80.7 474 49.7 848 62.8 466 47.1 4W Me 643 42.8 452 34.9 84:1 39.5 4aB 28.0 648 34.8 438 24.8 843 321 430 21.7 64,9 30.742800In 87.3 478 96.8 427 47.9 478 49.7 419 40.8 470 433 412 346 408 31.8 478 34.8 400 247 478 920 396 239 470 241 388 20.0 476 248 380 17.9 478 24.2 376 41.1 341 33.5 377 34.8 338 248 air 30.0 330 26.0 326 224 377 24.0 3M 20.1 377 22.0 317 148 977 190 310 14.4 877 17.1 304 1111n 37.1 367 97.8 373 90.9 387 91.8 310 246 367 77.8 913 24.4 309 20.0 387 220 908 146 967 20.1 901 144 987 1741M In 29.3 308 249 279 24.8 300 26.1 274 21.0 308 21.7 270 183 297 143 909 V. 263 1441n 17.0 212 17.2 189 CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE S. FIGURE 8: Anchor Cepaeity Table (ros) saosuft 276 COmmit 468 Cane. I Hdao CNU Fined CMU PT I Mehl AmhorCQp Patterns a Anctara 4.76• NIn. A1•tua lye: 3118 Eleo Nhaeon v4° Elea W acini 8118° Elan Ntraoml 3119 Et4o NireWn vd° Eito Nt ato0 #12 Steal v0.• SB Elco 8118• Eloc v4• SS Elco 910 Steel Ota steel AMeGalor Ntmcan Mgg enstm 6peo (OS) Sam (06) 80. a9 (Li8) Edge DIS}mme (Ink Em68dmeM l6lk O.C. / S arp t W 1• 2-112° I 1 I 241r 3•ur v 2.1re 1° I 2-tlr r 3.118' r 448° 0.80 0.324" 1-310.° 1-334° I-T'r I- W° r 1•va' 1.114° 1-v0.° 1.1W° 7-1/4° 1.1/4• r 1318' 1.YB' (eee mta 4) 3901bs S80 U78 808 1840108 270168 No IW 364 08 740 Os 468 08 664 4Amhms®228°Mh0.G/SfentlaWWP(F4.3k MWO 70808 10878 952 Oe WA 680an WA 03008 WA B 011b8 WA 660.Ib8 840168 /1201bsBAtashofa®1.18•MI4QG/ Standard IMP(Fig. 4k ON Os 1400 OsWA WA WA 78008 WA WA WA WA WA 1304168 ION Its 2240lbs 4Anahwe®3.8114O.C./(�2x6A1gleCDpa(Ftg.ek 78011• 7801bs BD 3288018 890 ®g BBO 08 70808 1480168 038168 7370DTs 2384018 880. 08 BOD0e 112D 168 8A8ehoi9(�0°tSn.O.C.f(Z)216Ang1e CDp9 (Flg. Bk 1170018 717009 tWIM 4008 2844 Oa 810Os 6401b8 WA7920 I� 3848 tbs 878 Os 1280 O9 1880Oe 4MCMfl (� 0.48 Min. QC. / lW'Ap6d41l8°Nem(Flg7kWA WA WA WA N/A N!A WA WA WA WA WA WA WA 1432 am 2 Andros(�226°M6L O,C./F'arY p7g, Bk 35011• 86008 ll 0s 478 Dm WA 28000. WA 318 Os Oma 440168 0On 328 i6e 42008 880 me 4AtlCllme®1.18°Mtn. O.C./F•CAp (F1B•Ok "'^''�• FOR THE OFFSET 4M 1(e TogsWA WA WA 88DI� WA WA WA WA WA 85208 940 lbs 11201 ba CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE S. FIGURE 8: o ° ° • o o ° o • ° ° • • 1 F-0-0 • • •°1.0 FIGURE 6: FIGURE 6•, FIGURE 7: 1 ANGLE CLIP (FIGURES 688) MUST BE USED IN PAIRS. -ANCHOR CAP., j USE THIS FORMULA TO OBTAIN THE"ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-80. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 6063-T6 AND BE A MINIMUM OF.126° THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .048' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .126° THICK AND ASS. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. Fn v _•\\\111111! I///, \`\voN1........ 'i i,� ��•t�: �\CENSE '•F'p *: No. 68705 �' a 11 3•oF 10NPd- A. LYNN MILLER, P.E. FL P.E.# 68706 TABLE 7A GRADE 33 AND THICK E S GAUGE), STRUCTURAL STEEL TO BE AT A8T.128° THICK AND A38 ALL ANCHORS INTO 1° X 4" X .378" MULLION METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL v ``\\\411111/Il/r ```�'�'r�'•VGENSF•'•�F�Q ��: * No. 58705 TE OF `CVS �i'� •• •,FCOR40A.•' � . A. LYNN WeLER 1P,E. FL P.E.# 68706 MuM*n COWRY Table H0 Opening Width(tor1rerQpatlnfngmu ams)orOpeningHeight(forhorizoNatly-spam8ngmuMors) BON BO N 90 N lea N 120 N 140 N 160 in so in 7D N RL'a' o Twp"11 mg. 1.4.17, Loadln8 Lowng Ree riml6 LoadU9 L. -M-0 Reole09Wer TI6P/RIeOB• Loa6Ng LcsdN([no RenNr9Wer TeWul-9. Lomum LeadNB Reoten8W8r hepRAenO, Le" R-Mr*Uet TraplTftW Re4lenerder Tre�T�np. ReotmryWar TmpRAO�. ReeNr�gWOr TwTdwm Tube muman Load69 Lo-av LAtom osm(n�$�B` Loafing Lot14Ng Loading lotxMg loa6Np LomN9 d If @ da@ 8d: a"' 317"' d 88 42N 170.0 820 170.0 438 170.0 744 7740 478 170.0 809 170.0 808` 170.0 882 170.0 818 1740 1118 170.0 827 770.0 1240 170.0 627 T/O.D 1488 170.0 827 170.0 1738 170.0 827 1740 1883 170.0 821 170.0 708 170.0 624 1jtffl� 770.0 884 170.0 002 170.0 090 170.0 1139 170.0 687 1711,0 1278 170.0 877 770,0 1417 170.0 880 770.0 1700 1740 880 170.0 1883 770.0 080 161.8 2024 170.0 BBO 60.626In 170.0 747 170.0 883 170.0 898 170.0 am 1740 1048 770.0 884 170.0 1106 17DA 729 1740 1346 170.0 747 770.0 1484 170.0 750 170.0 7783 170.0 766 188.0 7818 770.0 788 138.1 1819 170.0 788 770.0 707 170.0 812 1 170.0 881 170.0 1178 170.0 784 3 8t1111. 170.0 1434 170 837 1740 1894 170.0 BBB 1040 1799 170.0 eel 197.1 /788 170.0 881 120.0 1709 1740 eel BON 170,0 868 170.0 701 970.0 1083 1740 787 1740 1240 170.0 878 74 1740 1684 170.0 888 1849 1018 170.0 1033 Me isle 170.0 1083 111.0 1616 170.0 1083 872 1810 170.0 1063 BSN 170.0 830 170.0 748 1740 1118 170.0 880 7740 1502 170.0 840 88 1047 ISO 170.0 1470 141.0 1842 170.0 1122 117.8 1842 788.8 7788 100.7 88N 770.0 874 170.0 788 170.0 1180 170A 809 1740 1984 170.0 10022 8 11124 1828 14TY 109h 1148 7248 1409 109,8 1130 107.1 1472 teat 187.9 1167 88.1 1642 187.8 1157 72 N 170.0 1083 1740 1178 1740 1278 170.0 7008 180.8 1920 1882 1101 0 2 117.9 7320 137.8 1088 109.8 14Th 1709 01.8 1472 148.0 1104 80.3 1472 148,0 1104 T8 N 970.0 1122 170.0 837 148.8 1184 169.4 1073 1282 1184 130.8 984 4 7320 1248 1048 88.0 1520 117.0 .1024 78.A 73.10 712h 1073 09.0 7510 112.8 1012 89.7 1184 118,3 884 88.8 1184 707.8 882 74.8 1184 07.8 898 84.7 1184 89.7 927 08.1 1184 921 9� 78N 188.1 1124 170.0 887 1344 1124 147,0 866 9148 9724 128.8 047 1 88.3 1124 708,8 918 63.0 1724 948 i 89.2 1124 840 890 09 N 108.1 844 111.8 760 09.1 044 04.3 738 77.2 644 821 724 87.0 644 73.3 712 80.1 844 848 702 Ba.O 844 81.4 88.9 11TH 84.3 881 81.0 1124 83.2 878 BBN 88.1 742 81,8 883 742 742 772 862 63.0 742 872 041 847 742 88,8 691 49.6 742 888 48.0 894 892 078 38.8 844 60.0 809 33.8 844 47.7 602 89.9 822 44.8 747614 37.1 742 AS.6 800 81.8 742 148 880 71.8 742 87.8 689 108N 82.8 l,'09 83,0 830 821 098 Wb 821 44.7 We 48.8 813 89.1 680 41A 608 34,8 NO 97,5 488 31.3 688 342 482 TB.1 888 28.8 481 22,5 880 111 N 87.8 888 88.8 809 4[1.0 098 49h 488 41.2 888 42.8 407 38.0 888 36.0 480 92o 888 942 471 28.8 688 31.3 487 24.0 248 472 148 889 24.7 468 120N 98.8 478 444 413 58.0 478 99.0 428 920 478 33.7 420 28.8 478 28,8 414 28.9 478 28.8 408 868 27.1 487 246 688 24.3 448 16.0 888 ffi4 442 220 476 24h 404 18.0 478 21.1 098 18.9 478 7[1.7 387 14.9 476 172 381 144 N 244 339 20.7 SOB 22.0 390 22,4 307 148 930 18.3 287 746 930 17.0 283 TABLE 7B An¢horCepaolty Table fibs) ANCHOR CAPACITY ADJUSTMENT FORMULA: ubehele: CAP. - 1 (Dp_)X(ANCHORCAP., , eANCHORCAP.°� `MULLION 11fikCmx. I "dimcmu FIRM CMU FTWN42-0ft AtrohmType: 31t6°.Etab URreDDn t/a° ENv Ntracon Anchor CQp Patterns 81141° p09 CAP., °,� N78° Elco Ul6aoon Va" flw tgb99bn v4• sa Elco fin6° Elan lf'r 1H0 stem 872 8twl USE THIS FORMULA TO OBTAIN THE ANCHOR U3-ur A9ge0azw Wtmon EAge 9lamrme (N t• 2-v2" t• 2-717° o oug A9Areomor screw (t?N610. 7 (06) CAPACITY REQUIRED"CORRESPONDING TO AN aua^ t° 2-i/z' EmtteStnent (btk 1.318° 1.314' 1;114• 13W° 1° 2-vz T 3-1w : 0,45 0.32x° ACTUAL PRESSURE REQUIREMENT FOR THE Y 1-114° 1-114` I.1w 1-v4• 1-v4° znnchma fig a. oc. S cnp(Rg.1mz$ 990 450 Oe 1-714° 2° 178° (aft note a) OPENING, WHEN IT IS LOWER THAN THE MULLION 1644161 WO 280618 364 @e 486 Bt/ .10 11B21W 4A11abore®2.28't6N.O.C.1StedetdClip (Fag.9j 700Ibn 700Ib1 609 @e 14101b8 .74883 5.Ih Bre am geCAPACITY (FROM THE TABLE)OF THE SELECTED 082@3 WA 880169 WA 6309t/ BAnchmB @ 1.16° MtL O.C. / BlmtM COP (R2.47• WD Me 14006m WA WA 6006t9 WA 862613 1120lb5 MULLION. IT WILL YIELD A MINIMUM ANCHOR WA a AnchOm ®3° MI1L O.C. / (2) 7x8 fte Cpp9 (f18. 8k 709189 780108 000 @a 7709 @9 WA 760168 WA WA WA WA WA 1304 Be 2240 ibe CAPACITY WHICH MAY BE USED TO QUALIFY 3288 Rt8 840 9e 6 AnahoOt($3°a1fIL O.C. /(�2c6 Angle Clue (Fq, 11706m 1970019 t02o1he 2moftx844@6 88001 TOB 169 1480675 896188 1328 9t8 7384109 882109 8408t/ 1120 as ADDITIONAL ANCHOR OPTIONS FROM THE 4Anchoe (f) 0.486a4 O.C. f U•Cllp, bgo 1B° ANt4 (Rg, 71; WA WA WA 810 t8 84048 WA 1140 tie 1404071 1920819 3648168 mft 17800/ 16801ha ANCHOR CAPACITY TABLE. WA 2Atmhore ® 2.2r Mh O,C. / F•121p (Fig. B): 960109 860 me 209163 708 R m WA WA WA WA NA WA WA WA WA WA 1497 Ib/ 478 ft WA 280 % WA 37888 001 A Attohma ®1.18° 7Art O.C. f F -Clip (F10. 8}: 480IFe 709 He WA I WA 440 88 0 ft 328169 42088 BBO Ile WA I WA WA t1N NOTE: WA WA WA WA BST 618 840119 1120 mS FOR THE OFFSET CUP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: FIGURE ) FIGURE 4: FIGURE B: FIGURE S: TABLE NOTES: • o o ° • o o • o o • • • • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE F10. SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. • • 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDJOR OPENING WIDTHS IS ALLOWABLE, 4.000° FIGURE B: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 1&20. ALL FIGURE 6: FIGURE 7. MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRUM IN THE FIELD • • • • • FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.2D. • • •' • 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE eLl[at a rt to revv leee eee, •u,�•r• or .,...-.. ,.. ....,... WITH AN SO OF 0.85. ALUMINUM SHALL BF RMS -TS ANI] "r -A MIAlIM11ne nc 4eu° ruvv exm e� 378 GRADE 33 AND THICK E S GAUGE), STRUCTURAL STEEL TO BE AT A8T.128° THICK AND A38 ALL ANCHORS INTO 1° X 4" X .378" MULLION METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL v ``\\\411111/Il/r ```�'�'r�'•VGENSF•'•�F�Q ��: * No. 58705 TE OF `CVS �i'� •• •,FCOR40A.•' � . A. LYNN WeLER 1P,E. FL P.E.# 68706 TABLE 8A Mullion Ce o Table(IbaM Openln8 Width (for varticaty-apamdrG MUMOrle) or OpenlnB Height (for horizords[I"panNng mumons) SO in 1.211" x Rectangular T 0• tmdirta Lomang so M RmtertgWer 7wPdldana• LoadNa Loemltg 70In Realenauier T1ep/fderl8. 80 N Rectelvd. 7wpmNng. BO M Reoteagulm 7wp/IdaOg. 100 In Rec1mg10ar TMOTdang. 126 N ReoW4war Twndang. Mtn ReaMnguiar TwpRdena, 19O In ReolmteuMr TMPITFWtg. 3.168"x n8 Loedllla lwafIMA Loedtng Loafto L*Mft Lcaft Loacna Loadln9 Lcaft Loat9ng LOBO)a haft Loadblg Loaft .265" Tube Mull I FOed CMU PT Wood Mala) AnAW TYV% ArwllorCUpPe8em9 3716• Elco lntraoon W Ekw Ulham SMV ERn 9118• Elco UOkeaml 1/a• EloO NhaoonIw as Elm BHB° Elco 9/4° 66 Elco 0106W 0118tae1 eta Steal 42In 170.0 820 170.0 438 170.0 744 170.0 478 17D.0 888 170.00.0 882 170.0 818 170.0 1118 170.0 521 170.0 1240 170.0 021 17110 1488 170.0 821 170.0 1738 170.0 621981.8 1789 170.0 8214BM 1' 170.0 708 170.0 824 17110 880170.0684 170,0 882 170.00 1139 170.0 BBt 170.0 1276 170.0 877 17&0 1417 170.0 M 104.8 1808 170.0 880 132.7 1898 170.0 68011&9 1696 170.0 880W.828M 3.18' 170.0 747 1700 609 170.0 efM 170.0631 170.0 1000 170.00.0 ties 170.0 723 170.0 1346 170,0 747 187.0 1468 170.0 766 1382 1488 770,D 788 118,3 1488 170.0 768 104.4 1498 170.D 788 1-114• 84 N 170.0 787 170.0 812 170.0 0� 170,0 881 170.0 1118 170.00.0 1275 17110 009 103.1 1378 170.0 037 148.8 1978 170.0 888 12.3 1376 170.0 881 104.8 1378 170.0 881 61.7 9376 170.0 861 BOM 170.0 889 nao 701 170.0 1068 170.0 787 188.0 1188 170.0.0 1188 187.4 830 128.8 1168 160.0 919 111.2 1188 1610 812 a27 lies 144.8 806 7114 1180 144.8 808 69.6 1158 144.8 80663In BB41ha 170.0 830 1700 745 16111 1031 170.0 680 137.2 1081 108.9.1 1081 142.0 848 108.7 1051 132.3 637 90.1 10111 128.7 630 Out 1081 119.8 072 88.8 1081 1111 821 60.0 1001 118.1 am WA 88 M 187.1 867 17110 789 189.9 887 181.8 806 119.4 887 194.0 .0 087 111.8 777 82.8 867 1111.0 787 83.8 887 10&8 788 88.0 867 109.0 76D 817 887 88,9 748 60.2 887 019 748 780 wo 72 M 129.7 W4 13&9 888 107.3 004 11112 684 81.8 604 101.9 680 .4136AW5 71.6 804 84.1 000 64.4 804 78.6 049 88.8 804 72.9 8119 48.0 899 98.8 828 40.2 804 69.8 628 e 70 In 108.4 722 114.4 ON 01.2 722 072 On 7112 721 68.3 890 0&4 888 00.8 721 70.3 888 64.7 722 80.8 680 4&0 722 68.5 870 98.1 722 08.7 ash 34.2 722 68.2 604 WA 78 M 101.2 086 108.8 800 84.4 888 89.6 888 72.3 888 7&6 677 8111 888 88.2 ON 84.6 880 80.6 888 %I 889 422 Bea 84.3 843 39.2 888 51.4 517 81.6 688 80.7 1861-8 e0 f0 BB.B 618 BB.D 487 64.8 818 87.8 449 47.1 815 50.1 441 41.2 434 $8.8 816 40.6 428 33.0 516 37.4 422 27.5 816 33.1 413 23.8 616 90.8 407 638 20.8 516 26.1 404 9311 the a8 M 80.9 489 88,8 404 46.3 483 47.1 987 3&e 483 41.0 391 33.8 986 992 489 93.0 978 27.2 463 39.4 374 228 989 26.8 988 18.4 403 24.3 360 17.0 489 719 986109M WA 98.7 388 98.0 873 91.8 388 318 316 27.2 358 26.4 319 23.8 308 21.2 388 227 304 19.1 388 20.8 300 16.8 1&0 283111 NOTE FOR THF OFFAFT CI IP 1 LCC TUC cerwe eUnuno ewe., N 98.9 398 3&B 3� 29.3 998 90.1 �1 70.1 838 28.1 297220 289 19.88� 20,8 209 17.8 998 111 788170M WA WA 27,8 280 28.8 289 232 280 210 280 188 4a9 20.0 288 17.4 289 16.9 t1&4 248 144N -I201 - 188 FIG RE 1: 0 FIGURE 3: FIGURE 4: FIGURE 8: • Q • • FIGURE 2: ANGLE CUP MUST Anchor Capeclar Table (04a) BE USED IN PAIRS. FIGURE 8: em13heM: 2.7k Comrste &8k Cam. i Monro 0821 I FOed CMU PT Wood Mala) AnAW TYV% ArwllorCUpPe8em9 3716• Elco lntraoon W Ekw Ulham SMV ERn 9118• Elco UOkeaml 1/a• EloO NhaoonIw as Elm BHB° Elco 9/4° 66 Elco 0106W 0118tae1 eta Steal Ae®eaela Uhmml Ag�aCalm $ wvPas) 811 (tis) Solea Pao) Edi MOW= Mk 1' &1111• 1° 11.12' 3.7/8' r 2.117 r &1/11° 7 3.18' 2 0.48' use COW Em-edMard Mk 14114' -M-1W-3801M 1374 1.914• 1.3741 7 1-114• I-lle 1.114' 1-114' 1-114° I4w 7 I -w 9.98' (see nMe 2 APNwa ®6.70• Min. O.C. E CAP l 1 . 460 UB 880 1644 us 270 me 28010e 3114 U8 740 m0 4881b9 BB41ha 1182 nnY 378 tl13 420169 6001-11 4 Amlww ®1.17 mm O.C. I BtmldaN Clip pig. 7k 4801bs 700 are WA WA WA WA 880 m9 WA WA WA WA WA m Lbs 040 Re d Atwkow ®9' Mia QQ f (2) 2w AII& Cap9 (Fig, 3k 780 wo 700 ma WOWS 1680 S5 1888168 6001113 880 Ere WA 78D a mean 880 ma 2354 Ms m ib 8401-0 I= Ws 1120 a13 4 AmhoN ® 0.46. MA, O.0.! Ua21p, No 110• AUM R. WA WA WA WA WA WA WA WA WA WA WA WA WA WA 1 Analmrl 13.4813 (Fig, Ek 1861-8 les Un 11110 not 1146168 eaz MB 1381-11 tag ft m Ore 970 me 234 The 9311 the Egt lbs 1891-8 210 M9 1432 @s z80 me 2 Amhow 1.18' MkL O.C. / F-Cgg (FIg. ek 249818 380013 WA WA WA WA 180013 WA WA WA NOTE FOR THF OFFAFT CI IP 1 LCC TUC cerwe eUnuno ewe., ..,,....... ,..., ......^......-.._ �..._-__ _. WA WA 928 013 4701M BBOT -8 FIG RE 1: 0 FIGURE 3: FIGURE 4: FIGURE 8: • Q • • FIGURE 2: N f FUMMYLA4 -ANCHOR CAP- ; FORMULA TO OBTAIN THE *ANCHOR Y REQUIRED' CORRESPONDING MAN PRESSURE REQUIREMENT FOR THE 3, WHEN IT IS LOWER THAN THE MULLION Y (FROM THE TABLE) OF THE SELECTED I. IT WILL YIELD A MINIMUM ANCHOR Y WHICH MAY BE USED TO QUALIFY 4AL ANCHOR OPTIONS FROM THE CAPACITY TABLE. TABLE NOTES: h 1280°�l 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE 3.188° SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 288' 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 680. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.88. ALUMINUM SHALL BE T 6063-T8 AND BE A MINIMUM OF .128° THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .126• THICK AND A38. ALL 125"X &188"X tae' MULLION ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL (I -IW VF MULLION) PRODUCT REVISED Be cmOplyh%with Ih0 Madda BaildMg Coda Am6plaoco NCO ,I � P[oda9t /� ,�t\1l lllll/!7 \�`�•��`: VcF-rosF •• FSA '� No. 58706 A •• gT E OF � A. LYNN IWJLL99 , P.E. FL P.E.# 60705 ANGLE CUP MUST • • BE USED IN PAIRS. FIGURE 8: N f FUMMYLA4 -ANCHOR CAP- ; FORMULA TO OBTAIN THE *ANCHOR Y REQUIRED' CORRESPONDING MAN PRESSURE REQUIREMENT FOR THE 3, WHEN IT IS LOWER THAN THE MULLION Y (FROM THE TABLE) OF THE SELECTED I. IT WILL YIELD A MINIMUM ANCHOR Y WHICH MAY BE USED TO QUALIFY 4AL ANCHOR OPTIONS FROM THE CAPACITY TABLE. TABLE NOTES: h 1280°�l 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE 3.188° SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 288' 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 680. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.88. ALUMINUM SHALL BE T 6063-T8 AND BE A MINIMUM OF .128° THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .126• THICK AND A38. ALL 125"X &188"X tae' MULLION ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL (I -IW VF MULLION) PRODUCT REVISED Be cmOplyh%with Ih0 Madda BaildMg Coda Am6plaoco NCO ,I � P[oda9t /� ,�t\1l lllll/!7 \�`�•��`: VcF-rosF •• FSA '� No. 58706 A •• gT E OF � A. LYNN IWJLL99 , P.E. FL P.E.# 60705 9A FIGURE 1: FIGURE 2: FIGURE 3 FIGURE 4: • oe 0 • oo • • oo • • eo • p oe 0 O oo O p eo O • oo • 0 oc • 0 00 0 • ee • • oe FIGURE & FIGURE & FIGURE 7: FIGURE & FIGURES. FIGURE 10: ANGLE CUP o • • • o o • o o • (FIGURES 8&6) • o •• o 0 0 0 0 • MUST BE USED IN PAIRS. o• •• eo • oe • U:IROLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. VAPAG1TT -ANCHOR CAP., USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED° CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULUol 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 NOTE8: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/0R OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FO.LED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 8063•T5 AND BEA MINIMUM OF .125" THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND .04W THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .126" THICK AND A38, ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 2' X C X 28' MULLION j111111Y LYNN 4fl, No. 58705 STA II 3o i .t� •. FLORiOP•'* ��/SSIONAL ti A. LYN�t MILL21R P.E. FL P.E.# 68708 Atrcbor Capacity Table (Ora) 27k Cmtmele 3.18 Can. I Ndwc&uj Mod= I PT AnW=Type: AlcimrCOpPa8em3 Edge Dlelmroe Mk EmBBdmem Ink t�4.78° Mia O.C. I8tarelmd (Ft Icr : 4ArtO=0ZW Mh aC. I SMBdardCllp-ft-4 Wr Elw Ulhawl 9/4' Qw Ilmacw en SPoB' Qw I1Bmmn 1/4° Elco UOtbwn 1N' ti8 Qao f898' Elco 1A1° BS Elco "ID&W 91a Steel Ot28teet AggieUor unem AOWQGelm SON (GO Samv(GO) &—(GS 2-1/2 r 2.112 7 3.118` r 0.48" MOW 0.320 P 2-9PL' 1° 2.1PP 3118°4WA 9314' 1.714' 13'4° 1314° r I-Im 1.114° 1.114 1.114 1.1/4' r 1.48' 13/8° (eeelalo2An—f 890 Ws 380 480168 88006 1644 W8 28016 904168 74886 06 084 nm 1182 32a 428@8 man 74006 74086 830@8 148808 14a4W8BBo We WA W31b8 WA 860 Ws WA 88206 840 W8 11201088Archins®1.71'bmLO.C./Stm dmdtmP(I' q Cops lFla ey. moths 760Ws be 78806 BBD 06 164808 18eoWS WA708 1688188680 86 06 WA WA 78603 mW8 WA 633 We WA 880 W8 WA 2384 We 878WS 862 We 128006 84086 1050We8Arg1• 8Archma 01.94 6mL QQ / U4DA Edo 9/a'AhmL ft 7p 8 Arches ® 0.84' bon. 0.4 / "IA wo 1f8° A63n. (Flg. �: WA WA 117006 WA WA 1020Wa -WA 2740tb3 WA 264406040 WA WA WA WA 06 WA WA WA WA WA 114086 WA WA 1404 We WA WA 1320168 WA WA 980806 WA WA 878 W8 WA WA 1280 We WA WA 11201970Ws 16� tbs 06 aAnohom ®282' bmf. QQ I P-t9p (Fla e): 970 Ws 370 86 *lk 79286 WA 280 me WA MOM WA 440 lbs WA 8?B Ws 420 Wa 080168 3 Andm ®1.71' Na O.C. / Sap (Ftg.1 99D 06 980 W8 848 Ws 27006 280 W6 WA 350168 488 06 440 Wa 1182168 328 420 We 880 Ws FIGURE 1: FIGURE 2: FIGURE 3 FIGURE 4: • oe 0 • oo • • oo • • eo • p oe 0 O oo O p eo O • oo • 0 oc • 0 00 0 • ee • • oe FIGURE & FIGURE & FIGURE 7: FIGURE & FIGURES. FIGURE 10: ANGLE CUP o • • • o o • o o • (FIGURES 8&6) • o •• o 0 0 0 0 • MUST BE USED IN PAIRS. o• •• eo • oe • U:IROLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. VAPAG1TT -ANCHOR CAP., USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED° CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULUol 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 NOTE8: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/0R OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FO.LED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 8063•T5 AND BEA MINIMUM OF .125" THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND .04W THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .126" THICK AND A38, ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 2' X C X 28' MULLION j111111Y LYNN 4fl, No. 58705 STA II 3o i .t� •. FLORiOP•'* ��/SSIONAL ti A. LYN�t MILL21R P.E. FL P.E.# 68708 TABLE 10A iA AULM l tai FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 8: FIGURE 10: FIGURE 11: TABLE NOTES: • oe o • eo • • oe • • oo • o• e• • ee • 00 (DP_)X �°"')-ANCHORCAP.,,, 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. I --2000•--I .260° o o e o 0 0 0 0 D o e o • o e • • o •• 0 0 0 • o 0 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. 8 W V 0 0 0 0 o o e o 0 0 0 0 • e o • e• e• o n o • o 0 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. 0 o a • o e o o • o o • • • • o • • • o o • o o ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED FIGURE 8: FIGURE 8: a FlGUf(E 7: IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-Fff I • • • • • • • • �� CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-60. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.66. ALUMINUM SHALL BE 608&76 AND BE A MINIMUM OF .126• • • • • • • • • (FIGURES RE8 THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND .046' THICK (18 GAUGE). STRUCTURAL STEEL TO MUST BE BE AT LEAST .126' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW • • . • • • • • USED IN THREADS BEYOND THE MATERIAL 2' X r X .26' PAIRS. MULLION es ®n dvim whit the Florida I I Ov......... -.... - No. 66706 :gyp A-2 S r A. LYNN N�ILLER, P.E. FL P.E.# 68706 ArtehorCapacity Table pal awmtmlC Uk Camtala 3.6k Com. I NORM Cmu Faw CMU PT Wood Metal AnMw C2 PaCerna Aminr Trpm 3f18° Elco UlOnoon 1/4' Ebo Ulhmen SUMn�n 3116' Elco Mhsbon 1/4° Elco Ultaomn U4• SS ako BMB' dao 1AW Sa deo 610 Steal 012 Steel 612 Sb.l P AftmoaW Ultrmm Aga, o Se.•(186) am"(" Som•(06) Etlas mm= Qn)•: i' 2-tlr 1" 2-1M• 3.1/4• 1 1° 2.1fr T 1 2.1M" r 3-Im r 0.43' 0.64° 0.324• Embedment 64 1.9+4° I-wlr I 1-314' I 1.1M° r 1-1/4° 1-111• 1-1/4• 1-U4• 1 -we 1-14' r 1.3/8' 1 9B° See nolo 4) 2Am (184. O.C./8te.imd P(F1g.for 2j 3801bs 3801ba 460 We em lbs 1 2700. 7808. 3841ba 740 uos 6640. 1182 me MM Ws -47-lbs 880bs d Amin. ®4.S'MIn. O.C./ CUP (Flo. ft 78o1bs 7800. 800616 17600. 3084lba 6400. 880 7080. 14601Ds onlbs 11040. 23040. 682 S40Ibs 11� Um e AnOh018 ®1.77 Min. O.C.1 SWdwd COP (FLIP Oy 1100lbs 14000. 10109m 26880. WA WA mum WA 1068 0. WA WA WA 1304 O. IM W 2240 0. 4 Amho.O3°Mh1. O.G /t2)9•An8te t9Pa (FIg. B): 7600. 730lbs 8800. lem8. 160$0. 84001s 58D 0. N/A 780ms 8060. 6800. 2384 u. 6�0. 800 roe 11201 bs 8 Amin. (� r Mb1.O.C. f (� 2x8 A1®Ie Cups (Fig, e): iSBD u1s 1680 u. 13W 0. 3720 @s 37026. 10800. 1120 ib WA im Ibs 1672 81s 17e01hs 47260. 1304 ms 1680 Ibs 2240Iba 12 Amhme (¢ 1.8° Min. 0.C. / (� Zx6 Arote Gips (F1..7): 16800. 2100 as 1440 0. am ms WA WA 13" ft WA 1Wo ffb WA WA WA 188 W 2820Ih6 33800. 4 Amho. 1.34' Min. O.C. / UCUR h0o 1B• Ahon. (FI.6k WA WA WA WA WA WA WA NIA WA WA WA WA WA WA 1492 u. BAmho. (yi10.84° Min. G.C. / U-tliR Into 7/8' Akm4 (FS. 4 WA WA WA WA WA WA WA WA WA WA WA WA WA WA 26841bs 2 Anobma Q 4.W' Mia O.C. / FlMP 876. 10}: 380 W 380 u. 4601bs 8901bD 1692 u. 270 Wo 280 0. 984lbs 710 We 4� roe 682 0. 11820. 328 WW 420 [be 8806. 4 And.1s 1.71" Min. O.C. / F•Cllp (F10. 11 6901bs 70011. 808 p. 12981bsI WA WA 47D Ibs WA 633 @s WA WA WA 88216s 840 ros 1120 u. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 8: FIGURE 10: FIGURE 11: TABLE NOTES: • oe o • eo • • oe • • oo • o• e• • ee • 00 (DP_)X �°"')-ANCHORCAP.,,, 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. I --2000•--I .260° o o e o 0 0 0 0 D o e o • o e • • o •• 0 0 0 • o 0 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. 8 W V 0 0 0 0 o o e o 0 0 0 0 • e o • e• e• o n o • o 0 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. 0 o a • o e o o • o o • • • • o • • • o o • o o ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED FIGURE 8: FIGURE 8: a FlGUf(E 7: IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-Fff I • • • • • • • • �� CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-60. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.66. ALUMINUM SHALL BE 608&76 AND BE A MINIMUM OF .126• • • • • • • • • (FIGURES RE8 THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND .046' THICK (18 GAUGE). STRUCTURAL STEEL TO MUST BE BE AT LEAST .126' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW • • . • • • • • USED IN THREADS BEYOND THE MATERIAL 2' X r X .26' PAIRS. MULLION es ®n dvim whit the Florida I I Ov......... -.... - No. 66706 :gyp A-2 S r A. LYNN N�ILLER, P.E. FL P.E.# 68706 TABLE 11A FIGURE 1: Fe 0 ANGLE CLIP MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 1520. 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 PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6085T5 AND BE A MINIMUM OF .128" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045• THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND ASS. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP,w ) X ( ANCHOR CAP.—,,,,j a ANCHOR CAP.„, %MULUONCAP.— USE THIS FORMULA TO OBTAIN THEANCHOR 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. R WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. PRODUCT REVIaBD as complyft wuh the Flod" Bufwrne Cada By 1 Ill ltll))t * No -68705 a' C\ tt 30 STA EOFPLORIlDt' C' /ONA\- �G? A. LYNU M1hILL�R, P.E. FL P.E.# 68705 Alrohor Capachy Table (sj $90mirete; 2.7k C r=We HoOow U FBIad CMU PT Wood Metal Anatror Types 3H0't8eo ubM 1/4• FJao uftwn a;, 9' 6100118reaon 7/4" Qco UitraeeA 714Eivo 0118' Eleo v4° 88 PJoo i10 89ee1 097 BteU 0128fee1Arlc)torCOpPaCem9 ag¢recamar IllURMAMOGatm 8e (as)Bmew (G6) am" (G6) Q.: 2-1,7 1° 2•1w1° 2.1PC r a48° 0.84"32P1:V4° 4 MOM 3 tdln. O.C. 1(2) 2x8 An21e Mps (P18. 1 760IOe 700018 1314°tt4° IbB 1 We 1 Wa 1.114'_ 040 the 660-b, 7-v4° 1•V4• NIA 780 de 1-1l4• 1-va° 7 1.9/8' 8381ba Abe 2384 682 are 840 Abe (aee nose 1932 Ow FIGURE 1: Fe 0 ANGLE CLIP MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 1520. 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 PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6085T5 AND BE A MINIMUM OF .128" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045• THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND ASS. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP,w ) X ( ANCHOR CAP.—,,,,j a ANCHOR CAP.„, %MULUONCAP.— USE THIS FORMULA TO OBTAIN THEANCHOR 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. R WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. PRODUCT REVIaBD as complyft wuh the Flod" Bufwrne Cada By 1 Ill ltll))t * No -68705 a' C\ tt 30 STA EOFPLORIlDt' C' /ONA\- �G? A. LYNU M1hILL�R, P.E. FL P.E.# 68705 TABLE 12A Mu111013 COMCIEV Table (112.1fl?) Opening Width (forvsdcag"p8md11g 59001•) or OpenlMg Heigh (f9r hariaDrdetlyapamiM mA*rm) WN WN loin SDN BON Im in 120 In 140N 100 in m T/eyTrim41. 3.26"30 Losam L -a9 Reotmmuim Twflmig. LWAUM Looft Rea9srlgulm TmpfMmm. L -*Q Lmft ReotenBNm neptrdarm. Loa•n9 Reolmrgutm TtwTdmm. Rea-mular TntpRrmng. Reotsn)ryim I TrePrtrtm•. Redmoam TregTftm. ReotmgWat Tie &ng. DEG. AL Lwft Loadbm LmAn9 Loa•n8 Loao1rM Looft Lommm Lwft Losmng I Loaft Loemno BAY MULL all 11 11 i ! 11 if1 :1111ml 42N 170.0 820 1 170.0 435 170.0 744 17MD 478 170.0 888 1 170.0 806 170.0 992 170.0 819 170.0 1118 1170.0 621 170.0 1240 1700 621 1700 1488 170.0 821 170.0 1736 170.0 821 14&1 1740 170.0 621 48N 1700 700 170.0 ON 170.0 880 170.0 584 170.0 982 1700 WO 1700 1103 170.0 W1 1700 1278 1700 877 1700 1417 170.0 880 1622 1622 1700 880 100.6 1822 1700 SW 114.2 16U 170.0 800 80.825N 1700 747 170.0 B83 170.0 888 1700t17170.0 1DO 1700 8B4 1700 1108 1700 723 1700 1348 170.0 747 184.2 1443 17a0 766 1369 1443 170.0 788 117.3 1443 1700 768 1029 1443 170.0 780 54In 170,0 787 170.0 892 170.0 900 170.0170.0 1118 1700 768 170.0 1276 110.0 603 100.4 1003 170.0 697 144.3 13M 170.0 869 120.3 1868 770.0 881 109.1 1363 170.0 861 902 1389 170.0 881 W N 170.0 886 R00 TO7 1700 I.I .0187.01218 170.0 878 146.1 1218 170.0 944 12&8 1218 100.6 MS 118.8 1216 1621 924 87.4 1218 148,1 013 89.8 1216 146.1 913 7&1 1218 148.1 013 00N 1700 900 170.0 748 170.0 1118 1700 11•.2 1160 IML8 933 131.4 1160 15&0 914 1108 1160 141.9 US 105.1 1180 1342 SW 67.8 1180 126.7 871 7&1 1100 1282 870 067 1150 1282 670WN 170.0 974 1700 789 1824 1048 IMLS150.8 1048 148.6 SS4 114,9 1048 13&1 ON 10,8 1046 128.4 SM9 01,4 1048 9189 830 7B2 1000 100,4 621 86.3 1098 tD&2 81667.11048 108.2 818 72N 940.8 BW 147.8 7B4 117,4 800 128.0100.0 BW 1108 734. 8&0 800 100.0 772 78.2 800 82.0 712 704 880 BB2 703 8&7 (180 79.2 89860.9 eW 788 068 44.0 880 1187 790 1281 8B0 88.8 7B0 1084B&8 700 93.3 BBd 74.8790 83.0 682 880 700 78.9 649 680 700 71.7 838 400 700 00.1 624 428 700 021 We 7&4 060IBN 37.4 790 81,6 6R79 N 110,8 780 1186 897 923 700 88.1781 780 860 002 892 760 77.1 821 61.8 700 70.8 612 884 7W 68.7 606 482 700 88.4 894 US 760 88.2 886 34.8 700 886 008 W N 721 009 74.4 800 00,1 883 82881.664.60-4fLI$W-349.975 40.1 803 44,4 488 381 MS 40.9 492 30.0 eB8 00.2 482 20.8 889 69.4 488 81.1443 40.8 498 81.942.4 49B 44821 33.0 486 3&i 416 2&7 495 332 409 20.8 488 MA 400 33.9 448 212 498 208 3&0 228 883 31.8 44286N 9B7 94.0 989 3&828.6 391 57.117 98.9 498 25.0 300100N41.7 2&2 391 24,8 333 20.0 381 22.81 320 17.4. 981 t&7 921 14.11 981 17.9 918 L416SW 111N 38.4 370 320 970 3&027.11 370 2B.B20 21.4 370 22.9 318 1&2 370 70,9 312 1&0 370 18.1 �12DN 30.4 917 26.0 317 28.021.7 917 22.60 7flB 3R 17.9 273 149 N 17.8 200 TABLE12B AnchorCs aflp Ta61e (679) ANCHOR CAPACITY ADJUSTMENT FORMULA: pa ANCHOR CAP., ,,,,\ uha9etm 27kCormrete 9.BaCorm. HOVm9CMU Filled CW P7' 696891(D�)X,MULLIONCAP.,,®"„1-ANCHOR CAP.,,, Ancimr C Patterns An° ry 3818' �0 U v4° E1o0119 5511 811N 3418• E1ao IAtmeon tl4• Elbwmco UDrmn 174• SS Elco 6119° EW 1/4• SS Elco 610 t� 0.12 steel 912 Steel USE THIS FORMULA TO OBTAIN THE ANCHOR Agg e08mr int Agg eQator Screw (08) Sorew (S5) 8emw (pe) CAPACITY REQUIRED" CORRESPONDING TO AN Edge Dlelenae (Nt r 2172 1" 21tY 3,118* r z vz r 2•vr T 3-188• r SAW 0.64• 0.324• ACTUAL PRESSURE REQUIREMENT FOR THE EmbetlmeMM 1.314° 13tr 14W 1314• Y 1-tl4° 1.1f4• 1•U4° 1•U4• 1-tw 1-174• ,7 1318° 1318' (eee nose 4) OPENING, WHEN R IS LOWER THAN THE MULLION zA xno a ®6 raN o. t �} 2x6 Cnpe . i) 990 163 4M So fire 1700 270 ma 2BO 384 Ds 799 ms 468 rob oma 1102ma 926 roe 420 mS 800 Its CAPACITY (FROM THE TABLE) OF THE SELECTED 4 Anchma a.r 5811 C.C. t (2)2x8AVo CIIpS (Fig. 2}: 700 ms 700 ma 790 ms 1670 Its 2826 an9 649 Ra 500 0s WA 1120 Eba 936 Um 800 Its 2764 r ma a 002 848 ma 1120 m9 MULLION. IT WILL YIELD A MINIMUM ANCHOR B ArmhmS�271°MtO O.C./(2)2x5A*9C (Ftg.9 1120me 7125m9 B86ma 2246lbS 2'54100 WA W lbs WA 1a8Bme WA 1300 Um NfA 978 me 1200Iba 19Wma CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE FIGURE 1: ANCHOR CAPACITY TABLE, TABLE NOTES: • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. FIGURE 2: FIGURE 3: ANGLE CUP (FIGURES 1-3) MUST BE USED IN PAIRS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND)OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRELED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM G90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.68. ALUMINUM SHALL BE 6063 -TS AND BE A MINIMUM OF.126" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045° THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .128° THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL "'m Sze (I `ttit1U1f771� A' ••\GEN3F �� N0.68705 *' (190-10. STATE �: FRX `%NAL A. LYNN MILLER P.E. FL P.E.# 58706 TABLE 13A MuOion Capacity Table psM Opening Width (for vadcally$pB>Wrg m Oona) or Opening Height (for hor(aofti ' 9pamdrg rmiMorls) 80 N BON 70.In 80 In 700 N 120 N 140 N 180 N Reclargctar TreFRdarg. 328" 48 l md148 Loam48 Reclmgulm 718Pr"% r t�amnP Loedkg R -w 0 ft TaVTdmg. L-eelrg t-ading Radmgulm Trep/rdmg. 9.& Cam. I ReWarguler Tmplydmg. tieotelgWm Trep/rdalgy ReoNn90im Tmp✓Tdmg. RerdmgWm Tlepl'rdmg, Fred CMU FT Wood Meld L 9 L.oeAng 1/4• Elm LMMM 1- 2 -IW 1-3x4• 13x4• 480 bs I� 790gre 98700% Bae roe 22481b9 70eding IoamnO L -ft toemrg L-cone Lwftg241 L�nO Loadlrg DEC. AL SAYMULL iiFlii fill, I h I h 11 fill 11 1 h 1 11 42N 170.0 820 17&0 438 170.0 744 17&0 478 17&g BN 170.0 17&0 882 170.0 818 170.0 1110 17&0 821 170.0 1240 170.0 821 170.0 1488 170.0 821 17&0 1738 1704 871 1�.3 1871 17&0 821 48 In 170.0 708 170.0 824 17&0 880 17a0 804 17&0 002 170.0 830 170.0 1133 1704 am 170.0 1278 170.0 077 17MO 1417 17&0 SM 183.7 1837 17MO 800 14&3 1837 17&0 800 1228 7837 170.D 880 50-026 In 170.0 747 170.0 BB3 'me 880 170.0 831 17MO 1048 170.0 084 17MO 1195 170.0 729 170.0 1348 1700 747 170.0 1484 17&0 768 147.1 1882 170.0 768 1'2.1 1882 170.0f7MI170A.4 1882 17&D 788 64 In 170.0 787 1700 612 170.0 980 770.0 887 170.0 1118 170.0 754 1700 1278 170.0 809 170.0 1494 1700 837 1882 1488 170.0 888 128.3 1465 170.0 881 1108 1468 170.0.0 1448 170.0 BBt 80 N 1700 808 170.0 701 170.0 1083 17&0 787 170.0 1240 170.0 078 187.1 1.408 1700 044 19&7 1908 170.0 088 12&7 1348 1889 084 9040 1308 107.1 SM a&8 13M 167.1.6 1348 167.1 882 89N 170.0 930 1700 746 170.0 1190 170.0 8W 1828 1247 1704 840 1428 1?AJ 184.8 889 128.7 ta47 182.8 888 114.0 1247 144,3 952 85.0 1247 1982 838 �81A 1247 19273 1247 198.7 838 88N 1700 874 1700 708 1700 1188 770.0 003 74&4 1180 183.7 868 128.8 1190 147.8 848 it&4 1180 1389 828 103.8 1980 128.4 914 8&8 11� 118.8 888 74.2 1980 118.1B 1180 11fl1 883 72N 189.8 1010 188.8 877 134.7 1010 144.8 8W 11&4 1010 1772 642 101.0 1010 114,7 828 a&8 leto 10&8 017 808 1010 me 007 97.8 1010 80.8 786 67.7 1010 87.88 m 78N 197.4 908 948,8 782 7148 BOB 1220 776 8fl1 848 107.1 781 8&8 948 082 740 703 908 68.2 738 8&7 800 623 1010 87.7 780 '.70. 78N 10.7.1 889 1324 784 90&B 881 1126 798 80.0 081 N.8 728 7&4 881 728 87.3 908 74.7 718 49.1 800 7129 ON 70.6 708 089 719 70.0 881 61.0 703 Me 889 7&4 884 8&O 861 8&1 W1 4&4 881 84.8.7 881 8&7 071WN 827 848 83.4 874 8&9 848 721 884 89,1 848W7W7 848 88.1 848 460 048 80.9 837 41A 848 47.0 630 34.8 048 41.6 BID 29.8 848 Nin 882 BBB 70,1 808 B&B BB8 99.1 499 4&7 888 688. 46.8 40997.888841.4 478 34.1 488 98.1 470 28.4 668 39,4 3112 0 648 3&8 867 108N 47.0 449 40.9 408 908 448 412 age 342 449-9 448 31.7 987 2&8 440 2a.B 362 2&0 448 248 808 3D.8 482 21.9 880 Z&7 447 4� 45.0 388 38.8 425 37.6 970 37.8 428 426 20.1 387 24.8 4� 2a2 982 440 ffi1 977 22142824.0308 28,0 449 227 308 18.4 426 2D.7ale 17.1 449 204 381 969 428 1&8 16.0 449 tag 38044.1 120N 34.9 304 88.6 991 2&1 304 2&B 920 249 384 364 228 997 10.4 384 20.8 319 17.8 384 1&7 908 349 144 N 20.0. 2w 20.4 283 18.8 253 17.1 290 MARI C 49R FIGURE 1: FIGURE 2: FIGURE 3: ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. BEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 16.20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN 80 OF 0.65. ALUMINUM SHALL BE 6063-T6 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. =ANCHOR CAP.® USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT i3 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. PRODUCr RBYISBD as oomplyh* whb tiro Flaft (/ 11111111%' 'iii No. 68705 0.1 ','IS/ONAA-E,, A. LYNU WL12 , P.E. FL P.E.# 58705 Aft ch•r Cepacgy Table (8ta) SObetret6 27k Conmete 9.& Cam. I ROM CMU Fred CMU FT Wood Meld Andes ijrya 8118' Eco UOmoon AltcirorCgpPaEems Edge Matm=(Iny 1' 21/r Embedmmd gn): 1.3/4' 1.3/4' 2 Armfmis t8} V MN. O.C. / (2) 2118 gle COtre t • 900 3801h4 4 Anabp0�a.8°MIn. O.C./(2)ZnBArgle Cllpe (Fig, 2}: 780@8 76D [be BArml�• 271°Mkt O.C. ! (2) 248Arlgle CIIpe (Flg. 3}: 112016e 112D Ibs 1/4• Elm LMMM 1- 2 -IW 1-3x4• 13x4• 480 bs I� 790gre 98700% Bae roe 22481b9 5KO Elo lAOacon 0..1/8° Y 1700 8m -209 -1b ZZ84Iba a/1(r ElcoM2-U-rIw r 1-7/4' Ore 2B0Ibs 8400• BBO OIa MA 840le; 0.64 740 WA t120 ibs WA 1089 iba 88 Moo 6118.000 1K' 83 Elco 910 Stag #12 Steel 9128WW Aggrenelar Wtlaoml Aggre0atm So=(" Soree(OS) scrw(08) 7' a -1B° r 0.48' a&P affia• 1-1/4' Tim 2' I -w 1318° (988 aet04) 488Iba 720 Ore 1182Iba lbs 420 88010s &18 Ne BBO IBe 23841ba 851Ws 8401bs 1120 lbs WA 132E WA WSW$ 12801b8 1880 B1e FIGURE 1: FIGURE 2: FIGURE 3: ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. BEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 16.20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN 80 OF 0.65. ALUMINUM SHALL BE 6063-T6 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. =ANCHOR CAP.® USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT i3 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. PRODUCr RBYISBD as oomplyh* whb tiro Flaft (/ 11111111%' 'iii No. 68705 0.1 ','IS/ONAA-E,, A. LYNU WL12 , P.E. FL P.E.# 58705 .376° MIN. l" X 2.76° x .060° MULLION 6083.78 ALUM. XSECTION j -•j }y U-0LIP 80113-T8 ALUM. STANDARD CLIP I XSECTION 8083.78 ALUM. 2X0 ANGLE CI.� 2.000° U XSM. ECTION I 2.1 6° 6083•ToALU 2,000° X -SECTION .128° 7 I I 126" 0.000- CWHERETO 3128"_y 31 CREATE F -CLIP. BEE DETAIL F. SHEET 4 MI 1.15° MIN. I 88896 A O.C. 658611 M 1° X2° X.376° (6) 6W= - `0.312" STANDARD CLIP 0083.78 ALUM. TOPVIEW 6.600° .376° 376° IN. MW. I 1.16° N. + NOI` O.C. I `0.312° I a D f C OFFSETCLIP •125° TOTO AL PPVmWUM. .740° -tom �I ¢ .338°MW. `SAW I .376° MW. U -CUP 8083-T8 ALUM. I E USED FOR ALL I"X2"AND- 1° X 276° MULLIONS. SHEETS" (0.312° 0226° TYR TOPVIEW 3.000° MIN. .33S° MIN. U -CUP 8003-T8 ALUM. 1• X 3120° X.600° A t1LIULL ONLY. SHEET 9 E TOPVIEW .MIN. U -CLIP 0083-T8 ALUM. (� 125' X 3.188° X 286° MULL ONLY, SHEET 12 TOPVIEW E 2X6 ANGLE CLO' 6063-TOALUM. TOPVIEW TABLE B 125'X 3.180" X 205° MULLION 8083.78 ALUM. XSECTION Mull Dimension (shoot #) Mullion PGT Part 17 sw. Clip Offset alp U -Clip Angle Clip 1" XT X.126° (6) 88896 668113M 6661116M ON243M 658611 M 1° X2° X.376° (6) 6W= W8114M 6861119M 688244M 6SW12M 1" X2.76° X.375'(7) 66607 686116M 6SO1120M 686245M 666513M 1" X2.76" X.660" ()) 66806 688116M 8861121M 666246M 668614M 1" X 3.126" X .50(r (9) 66837M 6661116M 6SS1114M 688242M 6S 616M 1.26" X3.186" X.285'(12) 66841M 0661117M 6561113M 666241M 658616M 1.28° X 211-X.125- (16) 69370 I NIA I NIA NIA 688617M NOTES., 1) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TABLE A Dimension Value Qn) For Mulllom A 1.626 1° X2" X.128° Aluminum Tube Mullion B 2.864 C 0.896 D 0.740 E .460 Min. A 1.128 1" X2° X.376" Aluminum Tube Mullion B 2.404 C 0.635 D 0.490 E 0.460 A 1.878 1°X2.76®X .375 Aluminum Tube Mullion B3 -CM C 0.757 D 1.118 E .450 Min. A 1.312 1°X27WX '65W Aluminum Tube MUNon B 3.000 C 0.476 D 0.838 E .460 Min. A 2.000 1"X 3.126° X SOD° Alum Tube Mull B 2.637 C 0.883 D 1.137 E .460 Min. A 2825 1.25" X3.188° X 208 Alum Tube Mu6 B 3.282 C 0.862 D 1.762 E A50 Min. A 1.813 1.28° X2 11. 211" X .121" Alum Tube Mull "' a FRODUCTREVISSD ® mmpi7ingwhh 0w Fbft BiluftCodo „ Diann . * ;' N0.68705 •. Ir A. LYNN FL P.E.# 69706 -220`' I--.981'-4 1.16° MIN. O.C. .126' 2.000* F.I 126° STANDARD CUP 6083.78 ALUM. X -SECTION X '�CUT HMe TO .376' _ CREATE SEE I DETA0. F, SHEEGHEE T4 I Q 312' I – — – F O I O STANDARD CLIP 6083.76 ALUM. TOPVIEW 8.800° MIN. � r MIN.'y \T�— 0.312° O.C. 2260' I 3.000" H 1-0 O i O O It NO_ TES: 1) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAYBE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS OFFSET CUP 6083 -Te ALUM. TOPVIEW .331 O MIN. F 0.226° U -CUP 6083•T8 ALUM, USED FOR ALL 1' X 4' MULLIONS. 8HEEi8 VIE(o & 11 W LEC TOP TARI F rt 2.00( 126° 2X6 ANGLE CUP 6063-T8 ALUM. XSECTION 8.000" .376° MIN. .376 0.312'–P6-1 MIN 2X6 ANGLE CLD+ 6083.76 ALUM. TOPVIEW Dimension Value an) For Mullion: F U87 1°X4°X.126° Aluminum Tube Mullion G 1.000 H 2.680 F 3.187 1°X4°X.376° Aluminum Tube Mutllon G 0.757 H 2430 F 2.813 30° Bay MUD F 2.875 46° Bay Mull Mull Dimension (d—t#) Mullion PGT Part # Std. Clip Offset Clip I1•Clip Angle Clip 1'X4'X.125'(10) 98384 666111M 6661122M 666241M 666518M 1" X4° X.376'(11) 88610 669112M 6661123M 666242M 866519M 30 Degree (10) 68649 WA WA WA 6665110M 46 Degree (17) 689b0 N/A N/A WA 6955111M J2.71° M[N.O.0 O (BAY MULLS) 3.00• MIN. O.C. ( - X 4° MULLS) 8m Florida ON84YOr NN cS' •, 7fC # No. 58705 �'r ' . FCORI4P•� • • ,s/ONAL A. LYISI(1'f(Afi FL P.E.# 56706 TABLE E Mull Dimension PGT Part A ® a (shoot 1p Mullion Std. Clip U.CIIp Angle Clip i '� '125" i --� j- .12s• r .12s• 2°X4"X.26°(13) 12M 71I� a6 p 2• X 8" X .26° (14) 66804 686262M I 868272M 6MI13M STANDARD CLIP I I UCUP 2X6 ANGLE CLIP 4 2.000° 6WS•76 ALUM. If 8063•TB ALUM. 606VM ALUM. NOTES. I XSECTION 2.126" I XSECTION 2.000• X -SECTION f 1)ALL MULLION CLIPS MAY BE FACTORY MACHINED 126° I .126° 1261 AND CONTAIN UNUSED HOLES, IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING "� Z N DIMENSIONS GIVEN ON THIS SHEET. 1A90• G- 1.4&0° »� O � 2.000• 2'X6°X.26° MULLION 0003-T6 ALUM. XSECTION 3.600° CUPHERETO CREATE F•CLIP. .376• _ SEE DETAIL F. ,375" MIN.SHEET4 MIN. 0.226" .376" 1 I Q 1.716° I 1° MIN. O.C. 2668' O.C. - — - — q 0.31- SAW q i 3.438• 2° 3.435° 1 O L1-? I ? 11 IL .03rMIN.O.C. STANDARD CLIP 8=46 ALUM. TOPMEW 8.600` 3.500• --moi CREATE F TO .378' � I CREATE FCUP, 376° MIN. r -SEE T4 F. 1 SHEET4 [-MIN. q— 1.716" MIN.O- \C. w^ I I it 4 `0.312• --- +_ 4.860' O I L_ 2 820° STANDARD CLIP 606376 ALUM. TOP MEW U -CUP 0083-T8 ALUM. USED FOR 2° X 4° MULLION, SHEET 13 TOPVIEW AD 0--' 376 .376 I Ol0 1 6.431 010 1 0.837° MIN.O.C. UCLIP 0003-T8 ALUM. USED FOR r X W MULLION. SHEET 14 TOPVEW b.000" 3.000° MIN. O.C. 376° MIN. Q 0 or 2X6 ANGLE CUP 6003-TOAWLIL TOPVIEW f------8.000°--«•� 2X8 ANGLE CLIP 0003-T8 ALUM. TOPVIEW PRODUCT REVISED as complyhrg whh Bre Florida Boild6lgCodo AccaptancoNo 0, pato BI ado = No. 58705 1ONA1- A. LYNNILtER, P.E. FL P.E.# 68706 EXAMPLE 1: SINGLE VERTICAL MULLION NOANCHORS N HEAD -- SEE FENESTRATION D Aqg, PRODUaM SHEETS APPROVAL 2.3 T MULLroN THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2-V4•. THE OPENING REQUIRES A DESIGN PRESSURE OF+80.01-80J1 PSF. 1) INITIALLY ASSUMING THAT A V WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72" AND THE OPENING WIDTH IS 32°+32+1° =68°. REFERENCING SHEET 22, THE COLUMN USING RECTANGULAR LOADING MUST BE USED. SCAN THE MU WON TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 244 AND WILL ET MEOR EXCEED THE REQUIRED DESIGN PRESSURE OF +60.01.60.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SUE AVAILABLE. FROM TABLE 3A6 SHEET 7, THE VX 2.7W X.376' MULLION (LENGTH = 72. OPENING WIDTH = 701 MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/.66.3 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 4A, SHEET B, THE 1"X 2.76° X .66(° MULLION (LENGTH = 72°, OPENING WIDTH = 70") HAS A DESIGN PRESSURE OF +/.72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF SW LBS. 9� � L'�. I 4+"te I PS� e X LS11 WIN 2) USE TABLE 4B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE BOTH THE STANDARD CLIP WITH (4) #12 ANCHORS AND THE 2X6 V SEE ANGLE CUPS WITH (4) #12 ANCHORS HAVE A CAPACITY OF 840 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CUP IS EASIER TO INSTALL. N pfiTA�• 3) VERIFY O SHEETS THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION WILL z 3 AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS NOANDHoas u�i-wND—aw SILL TO MULLION. IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS +/.60.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF S36 LBS. ALTERNATIVELY, THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: g W DO �0 m TH (60 PSF) X 0 624.8 LBS (MAYBE USED TO QUAUFY # 10 STEEL SCREWS FROM TABLE 4B) QD F THE BUILDING SUBSTRATE IS KNOWN TO SE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL. THE WINDOW FRAME DEPTH 182.3!8°. THE OPENING REQUIRES A g DESIGN PRESSURE OF +50.OJ-88.0 PSF. FOR THE VERTICAL MULLION: 1) INITIALLY ASSUMING THAT A 1° WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32°+721+1°=108" AND THE OPENING WIDTH IS 38°+38°+1'-77. REFERENCING SHEET 22, 4 THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.39r AND WILL(-- EXAMPLE 2: MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +60.0%06.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. N W MULL V TPH FROM TABLE 3A, SHEET 7, THE 1° X 2.76• X.376' MULUON (LENGTH =108% OPENING WIDTH = 607 MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +1-16.1 PSF S2 AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 9A, SHEET 13, THE 2-X r X 280" MULLION (LENGTH =108°, OPENING WIDTH = 8" HAS A DESIGN PRESSURE OF +1-04.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING a DETSEE 3 SEE FENESTRATION SHEETs APPROVAL AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBB. BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2° TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING V40TH IS 30°+38`+2=74°, NOT 73° AS PREVIOUSLY ASSUMED. �0 APPROVAL VERIFY THAT THE DESIGN PRESSURE 18 STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN THE 73° DIMENSION (36-1/2°+36.1P1°+Y=73°). 2) USE TABLE 90 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE IN THIS EXAMPLE, ASSUME THE POURED VERTICAL I LTH i CONCRETE HEADER AND SILL ARE B' WIDE. IF THE MULLION CUP WERE TO BE CENTERED WITHIN THE 8°, CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE S ON BEE .`SEE - USING THE STANDARD CUP WITH (6) 3116° ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-UY GIVES AN ANCHOR CAPACITY OF 1060 LBS WHICH IS GREATER, AND &oETAILS, DETAIL E, THEREFORE SUI'T'ABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 979 LBB. OPENING eHEETe za BHEET3 FOR THE HORIZONTAL MULLIONS: mew FOR BECAUSE THE VERTICAL MULL WILL BE A r X 4" X.200' MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULUONS, ALTERNATIVELY, ANOTHER MULLION NORM /// MULLION TYPE COULD BE CHOSEN. RODUCI REVISM 1) THE MYULLION LENGTH 18 38' AND THE OPENING HEIGHT IS 32°+72`+ =106`. REFERENCING SHEET 22, THE COLUMN USING TRAP¢OIDALRRIANQULAR LOADING MAYBE complying with Bro FW&m USED. FROM TABLE BA, SHEET 13, THE 2° X 4° X 260° MULLION (@ LENGTH = 42', OPENING HEIGHT =120' HAS A DESIGN PRESSURE OF +/170.0 PSF WHICH EXCEEDS THE 8 CoAo V SEE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 621 LBS caeFl�m No DE7F BMEETs 2) USE TABLE 9B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE B° z3 WIDE. IF THE MULUON CLIP WERE TO BE CENTERED WITHIN THE V. CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE USING THE 2X6 ANGLE CUPS WITH (4)9118° ULTRACON ANCHORS AT AN EDGE DISTANCE OF V GIVES AN ANCHOR CAPACITY OF 640 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED 38', HORIL I II ANCHOR CAPACITY OF 621 LBB. ....... —�1 h--- 88`, HORR. MULL LENfiTFI Mvu' 4} FOR THE U•CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF 821 LBS. TABLE 93 FOR THE U -CUP SHOWS THE ANCHOR •� : '•. •'•., �P OPENND WIDTH FOR CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 821 LBS. THE `� V\GENS"' �: • •'•, y4T VERTICAL MULLLEN3TH ANCHOR TYPE IS A #12 STEEL SCREW. T� No. 68705 FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS: +/64.7 - PSF FROM THE VERTICAL MULLION; +/170.0 PSF FROM THE 38° HORIZONTAL MULLION ••, ATTACHING TO CMU: +/-1 70.0 PSF FROM THE 36° HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (NITERSECTIONj. %'0 3 0 ��'•.• STA"fE THE LOWEST DESIGN PRESSURE 18 +/84.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS.'•.,RCORIOP••* ,_; GN ; VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, ` /1,,S,�,S/ONAL OF MULLIONS OR FENESTRATION PRODUCTS, WSJ. APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN O `'� PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED W ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES A. Ly(yN"({Ny��R, P.E. AND FENESTRATION PRODUCTS TO MULLION. FL RES 5B705 EXAMPLES OF RECTANGULAR LOADING: Jam___ I/ LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS PW PW ERESENTATIONS OF TYPICAL CONFIGURATIONS, cceptuncu No u � )(p J �= WO --ill CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM BY SH/DH 8H/DH THOSE SHOWN. Miami 4/H/DH �SHIDH 2) IF THE LOADING TYPE CANNOT BE DETERMINED, USEPW • �`OrrHSE �' LOADING OF HORIZONTAL MULLION LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION !i rwiI I01401A 11_! ,61 II / I PW ERESENTATIONS OF TYPICAL CONFIGURATIONS, cceptuncu No u � )(p J �= WO --ill LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS EXAMPLES OF TRAPEZOIDAVMIANGULAR LOADING: ��'eiiiii►iiiii�� iiii/iiiii6d! MWE VO OF HORIZONTAL LOADING OF (2) HORIZONTAL MULLIONS �1 '!0� II / I PW ERESENTATIONS OF TYPICAL CONFIGURATIONS, cceptuncu No u � )(p J �= LOADING OF VERTICAL MULLION R co LOADING OF HORIZONTAL MULLION N PW LN PW Z 92 Q JO 4 0 SH/DH HR LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION NOTES: PRODUCT REVISED 1) DRAWINGS AREuU I � Ure Flolda dFqR / I PW ERESENTATIONS OF TYPICAL CONFIGURATIONS, LOADING OF VERTICAL MULLION R co LOADING OF HORIZONTAL MULLION N PW LN PW Z 92 Q JO 4 0 SH/DH HR LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION NOTES: PRODUCT REVISED 1) DRAWINGS AREuU I � Ure Flolda dFqR PW ERESENTATIONS OF TYPICAL CONFIGURATIONS, cceptuncu No u � )(p PW CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM BY THOSE SHOWN. Miami 2) IF THE LOADING TYPE CANNOT BE DETERMINED, USEPW • �`OrrHSE �' / RECTANGULAR LOADINQ `` tA: * 58705 3) SEE PRODUCTS' APPROVAL FOR'�, ACTUAL ANCHOR LOCATIONS. G Il ' wz 8GD ,�0:,l*� 0, FLOVkQ--* �FSt SIGN P� ;, LOADING OF VERTICAL LOADING OF HORIZONTAL A. LYNIJ MILL9k, P.E. MULLION MULLION FL P.E.# 6=6 MIAM IaA�E MIAMI DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 S.W. 2& Straat Room 208 AFFAIRS (PERA) Miami, Florida 331752474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590. F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) 1 a 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 Zane. DESCRIPTION: Series 11SH 700" Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LIMITATIONS: Miami—Dade County Product Control Approved Shutters Or Protection Devises shall be required for Glazing Option "M" at installations above 30 Ft, above ground (See sheet 1 of 11). LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami—Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 11-0405.10 and consists of this page 1, evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 11-1013.14 uN Expiration Date: March 26, 2016 ,11 Approval Date: November 03, 2011 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2. 1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07-0322.06) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4958 and FTL-5063, dated 10/03and 11/21/06, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07-0322.06) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 07-0322.06) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4649 and FTL-4723, dated 10/05 and 08/11/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05-1018.01) t Ja a D. Gas , P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 3) Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2. 1, TAS 202-94 along with marked up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4947 and FTL-4650, dated 08/11/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05-1018.01) 4) Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-r94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per F13C, TAS 203-94 along with marked -tip drawings and installation diagram of an aluminium single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4948 and FTL-4646, dated 08/10/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05-1018. 01) C. CALCULATIONS s 1. Anchor verification calculations and stru6iural analysis, complying with FBC-2007, dated 01/11/2011, prepared, signed and sealed by Robert L. Clark, P. E. Complies with ASTM E1300--04 (Submitted under previous NOA Noll -0128.03) D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butaciteg PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for their "Saflex and Vanceva clear and color interlaycrs" dated 05/05/2011, expiring on 05/21/2016. Jaime D. Gasco i, P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E--2 'PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and compliances with the FBC 2007 and FBC 2010, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independency, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 3. Laboratory compliance letter for Test Reports No.'s FTL-4957, FTL-4958, FTL-5063, FTL-4645, FTL4649, FTL- 4723, FTL-4947, FTL-4650, FTL-4948 and FTL-4646, issued by Fenestration Testing Laboratory, dated 10/03/06 through 08/10/05, all signed and sealed by Edmundo Largaespada, P. E. (Submitted underprevious NOA No. 07-0322.46 and 4S--1018 01) G. OTHERS 1. Notice of Acceptance No. 11-0405.10, issued to PGT Industries for their Series "SH -700 Aluminum Single Hung Window -- L.M.I.", approved on 04/21/2011 and expiring on 03/23/2016. Jaime D. Gasc n, P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E-3 } A GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A 6118" LAMI CONSISTING OF (2) LITES OF 1B" ANNEALED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVS INTERLAYER. B. 6/18" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF IV HEAT STRENGTHENED GLASS WITH A.000 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. C. 5/18" LAMI CONSISTING OF (2) LITES OF 1/8° HEAT STRENGTHENED GLASS WITH AN .000 DUPONT BUTACITE OR SAFLEXXEEPSAFE MAXIMUM PVB INTERLAYER. D. 7M8" LAMI CONSISTING OF (2) LITES OF 3/18° ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. E. 718° LAMI CONSISTING OF (1) LITE OF 3/18" ANNEALED GLASS AND (1) LITE OF 3116° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB. F. 7118" LAMI CONSISTING OF (2) LITES OF 311W HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER G.13116° LAMI IG: (1) LITE OF 11W TEMPERED GLASS, AN AIR SPACE AND 6118" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER ® H. 13/18° LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 610" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8° HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER 1.13/18° LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 6116" LAMI CONSISTING OF (2) LITES OF 118° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. J.13/1S" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 7/18° LAMI CONSISTING OF (2) LITES OF 3/18" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVS INTERLAYER K. 13/18" LAM] IG: (1) LITE OF 118" TEMPERED GLASS, AN AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3/18" ANNEALED GLASS AND (1) LITE OF 3118" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. L.13118" LAMI 10: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 7/18• LAMI CONSISTING OF (2) LITES OF 3118" HEAT STRENGTHENED GLASS WITH AN .000 DUPONT BUTACITE OR SAFLEXtKEEPSAFE MAXIMUM PVB INTERLAYER QM. 13/18" LAMI IG: (1) LITE OF 118" ANNEALED GLASS, AN AIR SPACE AND 6/18" LAMI CONSISTING OF (2) LITES OF 118" ANNEALED GLASS WITH AN .080 DUPONT BUTACITE OR SAFLEMEEPSAFE MAXIMUM PVB INTERLAYER 2. CONFIGURATIONS: "OX" (1/1, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) ®3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.02 B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 130.02. 4. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 6. SHUTTERS ARE NOT REQUIRED. 8. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ®7. REFERENCES: TEST REPORTS FTL-4846, FTL-4848, FTL-4847, FTL-4848, FTL-4649, FTL-4660, FTL-4861, FTL-4723, FTL4957, FTL-4968 AND FTL-5063. ANSUAFBPA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 8. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. 9. THIS PRODUCT HAS BEEN DESIGNED a TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY i HURRICANE ZONE (HVHZ). P.O. BQX 1828 MOXOMIS, FL 94274kdbft ILUM. SINGLE HUNG WINDOW, IMPACT 8tsam NTS I I m 11 4040-20 NOA DRAWING MAP PRODUCP as cm** �,20..`CENS& gtA Of Z7 ��,�p •'• ... boa°� �a A P.E. FL P.E.# 68706 SHEET GENERAL NOTES.............1 GLAZING DETAILS ............ 2 DESIGN PRESSURES .......3 ELEVATIONS ..................... 4 VERT. SECTIONS .......... 5 HORIZ. SECTIONS............ 5 PARTS LIST ...................... 8 EXTRUSIONS . . ................. 7 CORNER DETAIL .............. 7 ANCHORAGE .................... B-11 PRODUCP as cm** �,20..`CENS& gtA Of Z7 ��,�p •'• ... boa°� �a A P.E. FL P.E.# 68706 or 16,87,88 or 9: 10 NOM. GLASS BITE Q 118" ANNEALED OR HEAT STRENGTHENED GLASS 096 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 112" NOM. GLASS BITE or 39.90 or 91 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 6H8" LAMINATED AIR SPACE 1/8" ANNEALED OR TEMPERED GLASS 13118" NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI Wr NOM. GLASS BITE 101 ® NOTE: LAW IG OUTBOARD LITES MAY BE UPGRADED TO 3/16" WITH NO CHANGE IN DESIGN PRESSURE. aEXTERIOR INTERIOR (ALL SECTIONS) 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 7/16" LAMINATED GLASS 112" NOM. GLASS BITE O 3116" ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 3116" ANNEALED OR HEAT STRENGTHENED GLASS 7116" LAMINATED AIR SPACE 1l8" TEMPERED GLASS© 13116" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI "col B, h't. Wo I ALUM. SINGLE HUNG WNDOW IMPAC MR1taxa &-a,.swra NOFL3am VWbb &mr Full 1 2 d 11 4040-20 PaoDUCrttEMM as wamfytaQ wuLure Ftwwa ttiti VYNN MIC ''ii = .k . No• * 05 a= Q to.o tl : l so ��SSIOi�1A� ;�•�• A.LIIAmmiLLI#k P.E. FL P.E.# 68706 III FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTIONA TABLE 2. 48- A,B,M +80.0 -80.0 +80.0 -80.0 TABLE I. BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS +70.0 70.0 +70.0 -70.0. 80- A S,M +80.0 -80.0 +80.0 -60.0 +80.0 -80.0 +79.9 -79.9 +70.0 -70.0 WINDOW HEIGHT +70.0 -70.0 82- A. WIDTH GLASS TYPE 63" 88" 68- 70" 72" 74" 78" (481 A ,M +80.0 -80. +80.0 -80.0 +80.0 -80.0 +80.0 •90.0 +80.0 •80.0 +80.0 -80.0 +80.4 -00.0 " A,B,M +84.0 80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 80.0 +79.0W-79.082- A, , + - .0 +60.0 -60.0 +80.0 -80.0 +80.0 -80.0 +78.8 -78.8 +77.3 •77.3 +78.988118" ,M +80.0 80.0 +80.0 80.0 +79.8 •79.8 +78.2 -78.2 +76.9 -78.9 +76.4 -75.4 +74.0UPTO831/8" CDE,F,O,H,I,J,K,L +80. 0 +80.0 -80.0 +B0.0 -80.0 +80.0 BD.O +80.0 -80.0 +80.0800 +80.0 STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION ® BASED ON FLANGED WINDOW TIP TO -TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 38 318" 44" Im 818" 83" 72" TABLE 2. 48- A,B,M +80.0 -80.0 +80.0 -80.0 +80,0 -60.0 +80.0 1 -80.0 +70.0 -70.0 +70.0 70.0 +70.0 -70.0. 80- A S,M +80.0 -80.0 +80.0 -60.0 +80.0 -80.0 +79.9 -79.9 +70.0 -70.0 +70.0 70.0 +70.0 -70.0 82- A. +80.0 -60.0 +80.0 -80.0 +80.0 -90.0 +78.9 -78.9 +70.0 -70.0 +88.8 •08.8 +87.6 •87.6 631/8" A. ,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +7&0 -75.0 +68.0 -6.0 +88.7 .W.7 +85.8 - UP 7083118" C.O, ,F,O,H,LJ,K L +80.0 •60.0 +80.0 -80.0 180.0 80.0 +80.0 .80 .0 +70.0 70.0 170.0 70.0 +70.0 •70.0 BASED ON FLANGED V WIDTH GLASS TYPE 6311111" 1 O.E.F.J.K.L A. 8118° LAMI - (1/8 A,.090,118"A) B.B. S. C. 8110" LAMI - (118.11$,.080,1/8"118) D. 7118" LAMI - (3/18°A,.080, 31107A) E. 7110" LAMI - (3/187A,.090, 3116 -HS) F. MW LAMI. MlfrWS_MIO. 9118"14SI 4 MEETING RAIL HT. "X" I H :2 HT. MEETING RAIL SILL OPTIONA TABLE 3. W BASH 70" FLANGED AND r5- NTEGRAL PIN) MINUS SKr 4413M8- 1 50 310" 0816118" SASH 11 70.0 1 +70.0 1 70.0 1 +70.0 70.0 1 +70.0 1 -70.0 HT, HT. MEETING RAIL 4 REPORTS TABLE 4. °X" BAgH M7, 4840, 4723, 4957 FTL-4847, 4848 PTL -48471 4848 M-4111015. M5 FTL.dSM 0. 13118° LAM[ IG -118- T, Alit SPACE, 5118" LAMI - 1B-A,.090,1/8"A) FTLAS,16, 4723 - H.13118" LAMI 93 -18- T, AIR SPACE, 6118" LAMI - (1/B'A,.0W ll0"FIS) FTL•4640 1. 13118° LAMI 10 -110" T AIR SPACE, 5110" LAMI - (1/B H8,.090,1t8 H$) FTL-4848 J.13/18" LAMI 10 -110" T, AIR SPACE, 7118" LAMI - 3118-A,.090, 311rA FTL4849, 4850 K,13110- LAMI 10 - lAr T, AIR SPACE, 7118- LAMI - (3118-A,.090, 3118 -HS) FTL-4849, 4880, 4858 L. 13115- LAMI 10.118- T, AIR SPACE, 7118- LAMI - 3118-HS,.080, 3flWH8) FTL-4849, 4650 Im. I -N to- MUM of - No -A, imm OrNLrC, a, 10 LAM, - Vigo A,.uw, 1/o AJC r Igeouoo NOTES: 1. WINDOWS WITH THE LOW BILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRE URE OF +84.0 PSF OR WERAS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1" FROM THE FLANGED TIP -TO -TIP FRAME DIMENSIONS. & AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 518- MINIMUM TO 38- MAXIMUM. P1m NOlmblig . S 4 amen I NTS I 3 d 11 14Q4420 RBVISM 8 whir ure `dfl t i- UtUI� L.:.N.MI1lF''i i �� ,��. J�NSF ' • �' '�� ' No. 58705 A LYff�llt�l P.E. FL P.E.# 55705 631/8° MAX, FLANGED WIDTH® 62 1/8° MAX. I.F• WIDTH ` 48 5W MAX. FIXED C DLO (ALL) 76° MAX — — 76° MAX 76° MAX SEE DLO I.F. A A I.F. I.F. TABLE 0 j D—J HEI HT SEE DLO HEI HT SEE DLO C HEI HT TABLE 0 ® TABLE O j 78° MAX. 7811 W. '16'f IAX FLANGED FLANGED FLANGED 38 in8° HEIGHT HEI HT HEI13HT SEE DLO TABLE x % SASH SEE DLO x j 3 E SEE DLO xSL (Mo.) HEI HT TABLE / NO 4 TABLE j NO 4 1 L_ 481/4" MAX VE ) DETAIL B DETAIL C DETAIL A VIEW (STANDARD SASH) RADIUS TOP (STANDARD SASH) 1/1 B E� 7b" MAXu 76" MAX I. SEE DLO I HEI F TE –J HEIKT TABLE ® SE / 78" MAX TA76'1 AX. FLANGEDFLANGED HEI HTHEI SEE DLO TABLE X j I gp�H SEE DLOSASH gDUc rs vdth HD es�+mlr��+tatne>trottae HEIGHTHEIGHT AA°eeptan-N° >Zo! P ' B DETAIL D DETAIL E Mauna erm ttaceotta VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH) cult NOTES: 1. SEE SHEET 6 FOR VERTICAL AND HORIZONTAL SECTION DETAILS, 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS., 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. ® k ; 140.68705 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. Ip (I ✓1 10/07H1 D NOCHANQESTHIS 6HF� ' �10 imor�ctoaoworottroe ELEVATIONS ;O,c:' •.•FLosraA' Cq: J.R. oo/o9hf C MO CHAARW 7H SNW nrot W to sa2nm Fuc jffiwuw° u13r� a ADDwrEoxAL r rH . v�stor� cxa NOTE ADD Hoa a P.0.9QX18� � ALUM. SINGLE HUNG (MNDOW IMPACT �''�SSIONA-o a r ty s mesa u..entm xew A. LYURMIEEI�, P.E. t NotmMte, Fl a4xa4 , Ytrtbly Beaterg 4 a 11 4040-20 O FL P.E.# 68706 FA B/1l08 J.J. 2/24!07 VERTICAL DAYLIGHT OPENING DCED LITE LOW HIGH DETAIL SRL SILL A 341/2" 34 3/18 B 416/8" 411!4° C 411/4° 407/8° D 62 6/8" b2 11/18° E 621/4" b2 S/18° SASH DETAIL LOW SILL HIGH SILL A 341/2" 34 3118° B 27 7118° 271/8" C 27 7118° 271!8" O 183/8" 15 3/4" E 183/8" 153/4° TABLE 6. I II� INSIDE NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1) SW FROM EACH SIDE OF SASH. INSIDEMAX' SNF DAYLIGHT OPENING I I I 10 :► l o i9 NOTE: BALANCE PARTS USED ® BASED ON SASH WEIGHT 9,10,11,15,16 ► ► ► ► OUTSIDE FIXED LITE DAYLIGHT OPENING i� MAX. WIDTH SECTION A -A INTEGRAL FIN (I.F.) FRAME SECTIONS® INSIDE 47 2. HIGH SILL 2 _1IIL LOW T SILL 48 LOW SILL HEAD g$ 2.710" ®I1 a 11.F. FRAME q —r--AII 53 oUT w4 molb U (LOW SILL) OTE ABOVE �� 1.YNN4t%SEE uLTRALIFT�Csme ONLY ULTRALIFT SECTION B -B 12 ONLY SECTION C -C = �c; No.g870' pC= (LOW SILL SHOWN) ALTERNATE HIGH SILL (HEAD DETAIL- FLANGED VERSION) = G(,�✓ 0 41 "+f; J.J. 10J07Fr1 D NO CHAMES TW SHAT — 1070TEMOLOWORM � � SECTIONS JA 04/01!91 C tioa AYiImna&MET NOKMM%FL34De %T •,FLOA1 F.K 19/18!08 a nDOtFs>cnoNs&coxsotwAreeu con&aaNevrs ro.s�n-- ALUM. SINGLE' HUNG WINDOW IMPACT —.r. aew: — NOKOlEI9, FL 34T/4 Vubly gam, o s� vm � a z A• LYI� IVIBl8E13, P.B. FA 0/9/08 J L 2!28/07 51+700 Half 5 a 11 4040-20 D FL P.E.9t58705 LA 0 ITEM OWQ.# -- OESCRIPTION POT# 60 1638 SCREEN SPLINE -.138 bik HARD 61836K 81 SCREEN CLOTH 81818 63 606 GLAZING ,CHANNEL (.888X.600) 8833402 64 1181 f18 X 1.000 PH. BUGLE TEK 708X1 87 GLAZING T EJ/18X1 -7116 LANA WPM 88 4061A BASH BO OM RAI HIGH SILL 61 80 4060A GE FRAME SILL HIGH SILL) 84060 70 JBILICONZ, DOW808 96 OR EQUIV. 80 A GLASS, 8118" LAMP,118 A .090 PVE3,1/6" 81 .OLk9$, 611 LANA, 1 .090 82 C. LAM, (1 WHS,.090 PVB,118"HS 83 D. GLASS, 7116"LAN, (11811,.090 PVB,1/8" 84 GLASS, 7118" (118'A goPV8,118"H8) 86 . GLASS, 7118" LAAAI, (1/8'718,.090 P. 118W) 86 G. GLASS, 13/16" IG In.AIR $PACE, 6118° LANA, (118"A.090 PV6,1/8%y 87 H. GLASS,13MW IG;118 T AI SAC& 811"LANA, (IMA -090 1 "HS 88 L:_ GLAE 13/10" LM K,1;1/8'T, $PACE, 8M 8" LAR,(1 5,.090 PV8,1/8"H , ) 89 —TO—jK JLASS, 1311(" 10;1 AI 8 AC , 7/18" , 3116"A,.090 PVB 18"A) u" GLASS. 13118°LAN ;118 , AI $PAC 7118" , (3118"A.090 ,3/18"HS 81 L. GLA88,13M8" LAMA G;119'T, AOR SPACE, 7/10" LM 311 "HB A00 PVB 3118"HS 92 IM GLASS, 1311W •1 ,( ,1 47 FRAME, I.F. HEAD #4071A,8083 -T8 ®48 FRAME, I.F. LOW SILL #4072A,8063 -T8 as aonvi suaaft F11 Bi 1831 JOCRERN CORNER. W/OUTRING8 88 1073 REEN SPRING iCASP IUI �ply ` ENSE R Kai "`?' 1 � '% 69 1824 SCREEN SPLINE -.136 DIA FOAM 61024K FRAME, I.F. JAMB o6 FRAME. I.F. N!(3H SILL ® 040M 8D83 -T8 ®� #40748, 6063-T6 (USED A8 RADIUS TOP HEAD)ab = * ? No -65 * iNI I 11J = :'O: BIOF ': 2` 0, s�K ''•,'p '-.. FLO dJ fd07Hf NO OHANOE8714188HEET ,om,ewu�a�corowv6 P(� ° TS LIST PARTS cool O CHaNOEACAP GLAWTYFETO7EMPER>GFROMM u" ,ta No9c�1�e FL mm ALUAL SINGLE HUNG WINDOW IMPACT �.,FSSIOtdP� Ear F ffl13A1B 8 P Nf?e X847/4 "a a A'L IA d MI➢LLIi;�P.E. Fd6 8!7/08 dd. ?/18!07 8H700 iurs B a 1 f 404010 p FL P.E 068706 1 2.784— 1 1.� .082 O FLANGE FRAME HEAD #4002A, 6063-T8 :0621— 2,8302.33 —2 784 --�{ —1.749— FLANGE FRAME SILL (LOM 0 . #40030, SOWS .082 j 121.710 1 'x.490 �-1.461+•) F+1.513--1 738 .04U SASH STOPSASH FLANGE FRAME JAMB O #4025,9083„•1.6 O #4004,5063-T6 17 OP 6083 -OVER (USED AS RADIUS TOP HEAD) -1 1.342 ff .082 2.328-� Ml1.97 �82 .062 7 .0 21 FIXED MEETING RAIL23 SASH TOP RAIL 04064A, OMHD Ta 8 #40060, 6063HS-TB I"--2.784—� 69 FLANGE FRAME SILL (HIGH) #4080A,6063 -T8 SEALANT ALONG ENTIRE JOINT I.F. FRAME Q AT HEAD AND SILL— \ / I \VI VIEW D -D VIEW E -E (1/1 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION - - - - 060 - '-I 1.186 r- .678 1.098 I-i-+—�••� 41 GLAZING BEA .5/16" #40398,606376 28 SASH BOTTOM RAIL (LOW) #4007,6083TS E07W 11 ]_ 1.098 -i --►1 I O GLAZING BEAD 7/16° #4222,6063TS 88 SASH BOTTOM RAIL (HIGH) #4051A,6063 -TG P.O. 8! 6K. N.IOOMIB,.94274 31 SASH SIDE RAIL #4008.6083 -TS 67 .0504"-1678 � 1.116-j-"—" T 45 GLAZING BEAD 7/16- 056G, 6063T6 (USED W/ GRILL KIT) ALUM. SINGLE .050– 7 1.098–{�--l-I 42 GLAZING BEA . 5/16" #40448,6063-T6 (USED W/ GRILL KIT) .060 —I---;-1.087 46 GLAZING BEAD, 13/1 #4007,083-T6 V"& g ' I I Half 17 -11 I 4040.20 BOSS (2) i111If11 `` �`%�• �pENBE'' `��' /iii to 19161 A LY1v(4 �tILLLA`, P.E. FL P.E.# 68706 ANCHOR QUANTITIES FOR 119 FLANGED WINDOWS TABLE 6. WINDOW HE SUBSTRATE: 28.803 34.603 40.603 48.603 52.603 58.803 64.603 76.000 ANCHOR WINDOW WIDTH TYPE: GLASS TYPE p U 'r0Np�-p�OaU. UU v U p �' v V 8,10 p P� v U �-U U p 0aU�-pcCJpaioPp o a U p >Q O U U U p v "pn+U�-UaOa�—��3Np.-U sg v p ��, v U p v t� v 19.125 C,D,E,F,G, KLJ,K,L 1 _1 1 21 11 1 1 1 1 21 1 11 1 2221 1 1 1 22 1 2222222222222222222[222222322 _7 _1 9_ 1 1 1 1 _1 9 _1 1 1 1 1 33 ®,M _1 1 1211111211122212 1 1 _1 1 1 1 1 2 1 22222222222222222222222232233 24.000 C,D,E,F,G, H,l,J,KL 1 1 1 21 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 21 2112 _1 1 2221 222222222222222232222232223332 _1 _1 _1 _1 _1 _ L A,B,M 1 1 1 1 1 1 1 1 1 _1 _1 _ 1 121114221212221222222222222222232222232223332233 _1 _1 320 C,D,E,F,G, H,I,J,KL 1 1 1 2 1 2 _1 2 2 1 2 31 1 2 1 2 2 1 2 3 1 1 1 2 2 3 1 2 32 1 2 1 2 3 1 2 3 1 2 2 1 2 3 2 1 3 32 2 1 3 3 2 34 1 3 2 1 3 3 2 34 1 3 34 1 4 AB,M 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 121222231222231223232223232223332233343233343344 37.000 C,D,E,F,G, H,I,J,KL 1 _1 221 222231 _1 1 1 2232322 1 2 1 1 2 232223232323342333343334353344 1 2 2 1 2 2 1 2 2 1 2 2 1 2 ®,M 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 221222231223232223232223232323342333343334363344 PSF 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 H,bJ,K,L 221222232212 2232322232323232423333423343b33344b3344 _2 A,B,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2212222322232322232323232423333:a:— 353334463344 PSF 79 44.000 C,D,E,F,G, H,I,J,K L 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 2 _2 3 3 _2 2 4 2 2 3 2 3 3 2 3 4 2 2 3 2 3 3 2 2 3 4 2 3 2 3 4 2 3 5 2 '3T3 2 3 4 2 4 5 _2 3 4 2 4F6 A,B,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 22222223222323223324233334 _2 33 33342334353334453445 PSF 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 48,000 HI,J,K,L 2 2 2 2 2 2 2 3 2 22 3 34 2 3 3 3 342 334 3 4 2 33 4 3 5 3 3 314 315 313 4 54 _3 8 3 4 5 5 A,B,M 2 2 2 2222222322233423333423343423443533343533454ill 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 PSF 72 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 3 3 53.125 H,4J,KL 222222232223342334 2 2 2 222222232223342334342334343334353344453345483445 212 2 _2 2 2 2 34233434 2 2 2 3 3334353344483445483456 2 2 3 2 213 2 2 3 _2_ 2 3_ 7HlssHEET NOKOAAIB, R 3WS PO. BQX'm WiOANS, FL SW4 awo I NTS 1 8 ell 1/1 ANCHORAGE NOTES: 1. ANCHOR TYPE 1-114° ELCO TAPCON3 2--E-FLEX ® 3-#12SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS. HEAD -181/2' MAX. FROM TOP CORNERS JAMBS -171/2"MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS W MAX. BELOW MTG. RAIL ® SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ®ARE V LESS. 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FORTH RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE TABLE KEY: MAX. PSF (DP LIMITED)918 HEAD 2 JAMB ABOVE 2 3 MTG. RAIL JAMB BELOW MTG. RAIL (FULL DP) HEAD 2 \\\"\,,(14N 14144 ' JAMB ABOVE 2 3 o� y\.eiAse MTG. RAIL 587ps JAMB BELOW MIG. RAIL. �00.'Z` � •�O ' . FLORv�P' C1�. ��'�FSSION ANDOWS IW, IMPACT & \\" A LYfJ�1�AliILLB)'i, P.E. 4041? -20 D FL P.E.# 58706 ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. WINDOW HEIGHT SUBSTRATE: ----29.855 37.156 44.855 62.155 59.655 87.955 74.855 78.000 ANCHOR TYPE. --4o Z pNNpp �pp� Qp �ppm U U ❑ U Z0 ZScOzzz5o ZZ0 ZzWINDOW GLASS Np-ZZr> ZriONZZN NZo TYPE pper Np8-�NpO8 8f 8 UWIDTH 99.125 C,D,E,F,G, 1 1 1 1 HI,J,K,L 1 1 1 1 1 1 2 2 1 2 1 1 2 2 1 2 2 1 2 1 1 1 2 2 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 3 2 1 2Ti 1 1 3 2 3 2 1 2 2 1 3 2 ABM 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 9 1 1_ 1 1 1 1 1 1 1 1 1 2 2 2 1 2 2 2 2 2 1 _1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 _1 _ 2 2 3 2 3 2 2 2 3 2 PSF 79 24.000 C,D,E,F,G, 1 1 1 1 HIJ,K,L 1 1 1 1 1 1 2 2 1 1 1 1 2 2 1 2 2 1 2 2 1 _9 2 2 2 2 _1 1 2 2 2 2 1 2 2 1 2 2 1 3 2 1 1 -zi_1 3 2 2 2 3 2 _1 3 2 1 2 2 1 1 1 3 2 3 2 2 2 _9 3 2 A,B M 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 IT 1 1 1 1 2 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 PSF 66 77 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 9 1 1 1 32.000 KI,J,K,L 7 1 1 11 1 222222232222332233 333233332233433241343!32 243 A,B M 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 9 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 3 2'2 2 2 3 3 2 2 3 3 3 3 3 2 3 3 3 3 2 2 3 3 4 3 3 2 _1 4 3 4 3 4 3 PSF 69 67 79 C,D,E,F,G, 1 1 1 2 1 1 2 1L23 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 37,ppp H,I,J,K,L 111 1112222222322332233333343333233433243443243 A,B M 1 1 1 2 1 1 2 9 2 1 2 2 1 2 21 2 2 1 2 2 1 2 1 1 1 1 1 1 2 2 2 2 2 2 2 3 2 2 3 3 2 2 313 3F3 3 3 413 3 3 3 2 3 3 4 3 3 2 4 3 4 4 3 2 4 3 PSF 64 79 62 79 C,D,E,F,G, 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 H,I,J,K,L 1111111 11 22222223223333223343 334333334 3443343443353 A,B,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 2 2 2 2 2 2 2 3 2 2 3 3 3 3 2 2 3 3 4 3 3 3 4 3 _2 3 3 3 3 4 3 4 4 3 3 4 3 4 4 3 3 5 3 PSF 49 79 66 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 44,ppp H,I,J,K,L 111 111 22222233223334233344 3343443343443343443354 _2 A,B M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 -2-r"-2 2 2 2 2 1 1 1 1 ill 2 2 2=2 2 2 3 3 2 2 3 3 3 4 2 3 3 3 4 4 3 3 4 3 4 4 :3]L3 4 3 4 4 3 3 4 3 4 4 3 3 5 4 PSF 46 74 61 74 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 48,ppp HAJAX 1 11 1 11 2222223322 33343333443344443344444354444364 ABM 2 2 212 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 1 1 1 1 Ill 2 2 2]-L2 2 2 1-3 2 F2 3 F3 3 4 E:3 733- 4 4 3 3 =44: 4 4 3 3 4 4 4 4 4 3 5 4 4 4 4 3 b 4 PSF 41 67 46 67 76 79 63.126 C,D,E,F,G, 2 2 2 2 H,I,J,K,L 1 11 1 11 222222 2 21 3 2 1 2 3 1 2EF 333333443333444433445 2 3 3 2 3 3 S43 2 —31-3---TF-2— 54554354 3 A,B,M 2 2 2 2 2 2 3 2 2 31',31 1 1 1 7 1 2 2 222 3 3 3 3 3 3 4 4 3 3 3 3 4 4 4 4 3 3 4 4 5 4 4 3 5 4 5 4 4 3 5 4 1.:,,I777=17-141 NOKOMIS, FL 94276 I �—( P.O. BQ% 1828 �L NOKOMtS, PL 94274 y44h Beow ALUM. SINGLE HUNG sumo I N7S 1 9 a 11 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1-1/9 ELCO TAPCONS- 2 -1/4' ELCO S34 CRETE -FLEX ® 3-#12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD - 18 10 MAX. FROM TOP CORNERS JAMBS -171 " MAX. FROM TOP CORNERS 15° MAX. FROM BOTTOM CORNERS W MAX. BELOW MTG. RAIL ®SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF ®NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE V LESS. f&e 6. ESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD, OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: JAMB ABOVE 3Y3 amecodoao MTG. RAIL , WK. JAMB BELOW WG.. RAq. adoPtodudConuo JAMB ABOVE 2 2 �� o�' • isse R ,, MTG. RAIL y8(06 JAMB BELOW No. * oGr MTG. RAIL a $ Iifoil �2LU: A. LYNNMBiEF�t;P.E. DARD VIEW N IMPACT ON. 4040-20 FL P.E.# 68706 ANCHOR QUANTITIES ABOVE MEETING RAIL(HEAD SUBSTRATE 17.126 22.668 &JAMBS1 CUSTOMFLANGED WINDOW HEIGHT MINUS SASH HEIGHT WINDOW HEIGHT MANUS SASH HEIGHT FROM TABLE 8. 28.211 33.764 39.296 44.839 50.382 1 TABLE 7. 55.925 ANCHOR TYPE: �O-ON TYPE a o U V o Ovpom-OU O�I v UG <O U o O ❑ �p NU 8pov",o -2.0 U 0or UU `, UpU U �UU WVDOWGRSSNOOctO WIDTH 19.126 DAF,J, KL 1 _.1_.-1 1 1 -4._2-..._.2- 1 1 1 ._2. 1 2 1 2--2-2 1 1 1 2 1 -2-.2. 1 1 .2 1 .._2 - 1 _3.__..2_..3.._-3.__2... 1 1 1 1 1 3_-._3.._3.. 1 T1 1 24.000 D,E,F,J, KL KL 1 �....�_.1..._.2-.....2._....2_. 1 1 1 1.1.1- eJ 1 2 1-- _22_.._2...-..3....3._...._....3 1 1.- 1 1 1 1 1 1 ..3._..2- 1 1 -3._3....__3_.._3_...3. 1 1 1--l- 1 1 3._._.4._. 1 § D,EF,J,. KCL 1 -V -11 132.= 1 9 1 2 1 2 1 2 -2 3 1 2 1 3 2 3T�3 1 1--1 3 3- 1 Y3 1 1 4 1_ 3 1 4 1 4 1 3 1 4 1 6 1 3 1 6 22 PSF 2 2 2 2 2 2 78 2 3 2 2 32.000 2 1 2 2 2 2 3 2 2 3 2 3 3 3 2 3 4 2 3 4 2 3 37.00078 37.000 D,E,F,J, KL 1 1 1 1 1 1 2 2� 1 2- 2 2 2 3 1 2 2 - 3 2 -- 3 1 ... 3 2 ---- 4 2 3 1 ---- 3 2 -._� 3 2 4 1 3_.. .-3- 2 -T-4 2 1 -- 4 2 5 2 - 5 1 --,i- 2 40.000 PSF PSF 74 79 79 79 79 2 1 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 3 4 1 3 1 40.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 KL 1 1 1 2 2 2 3 3 3 4 1 3 4 .4 1 3 4 4 3 5 4 4 3 5 4 6 3 4 PSF 79 78 79 3 4 77 79 88 79 88 72 79 2 2 2 2 2 2 3 44.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 1 2 2 2 12 KL 1 1 1 2 2 2 3 3 3 4 4 4 4 1 3 1 5 4 1 3 6 b 1 4 6 5 1 4 1'6 PSF 78 79 70 79 78 71 78 73 78 48.000 D,E,F,J, 2 2 2 2 2 Z 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 3 2 2 KL 1 1 1 1 1 2 2 2 3 3 3 4 4 4 6 4 b 5 4 9 5 4 6 8 6 6 PSF 71 79 63 71 79 64 74 88 77 69 69 63.125 6.E,F,J. 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 --3-1-2 3 3 2 3 3 2 3 KX 1 1 1 2 2 2 3 3 3 4 4 4 b 14 b 8 ^b 8 8 6 7 6 b 7 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SASH HEIGHT SUBSTRATE. 15.776 18.776 21.776 24.776 27.778 30.776 31.108 ANCHOR TYPE. f12.776 p ❑ P$ a ❑ Q❑ (�Q�7 a$^ N w I - N ❑ ❑�y N'yN$N8PWIDTH QWINDOW eJ v,¢ (} U I' $ ,M•y- § 19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 L22 2 2 2 2 2 2 2 2 24.000 2 1 1 2 1 22 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 32.000 2 1 2 2 2 2 3 2 2 3 2 3 3 3 2 3 4 2 3 4 2 3 37.00078 -2-F3- -4-F-3-F3- 2 1 2 2 2 2 3 2 3 3 3 3 1 3 3 3 3 4 1 3 1 4 40.000 74 2 1 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 3 4 1 3 1 4 4 1 3 1 4 44.00088 78 2 2 2 2 2 2 3 2 3 3 3 3 4 3 1 3 4 3 4 b 3 4 b 3 4 48.000 103 72 78 2 2 2 2 2 2 3 2 3 4 3T 3 4 3 13 4 5 3 4 5 3 4 53.12fi 73 88 88 72 2 2 2 2 2 2 3 3 3 4 3 4 4 3 4 5 3 4 5 3 5 5 3 5 P.O. BQX 1= NOKOMIs, M SM4 Sh7W I NTS 1 10 d 11 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1-1/4" ELOO TAPCONS 2 -114" ELCO SS4 CRETE -FLEX 3 - 012 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING e0 DIMENSIONS: HEAD -18112" MAX. FROM CORNERS JAMBS -17112" MAX. FROM TOP CORNERS 11 1/2" MAX. ABOVE THE MEETING RAIL (r MAX. BELOW MTG. RAIL 16" MAX. FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED 3. DETERMINE THE ANHOOR QUANTITIES FOR CUSTOM e0 VIEW WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE S. FOR BELOW. p. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW e� WINDOWS ARE 12 8/8" MIN. TO 38" MAX. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 6. DESIGN PRESSURE LIMITATIONS: ®SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE ® TABLE 7. KEY: MAX. PSF (DP LIMITED) 112 HEAD2 JAMB ABOVE 2 NfrG. RAIL FU( LL DP) HEAD 2 JAMB ABOVE 4 MTG. RAIL ® TABLE 8. KEY: MAX PSF (DP LMTED) 112 JAMB BELOW1 2 MTa RAIL (FULL DP) JAM BELOW 2 MTG. RAIL ,USTOM VIEW VDOW, IMPACT o"+aytt" Anc 4040.20 D 1/111111 LYNN k, '\ : \\CENSE' is NO.687t>5 I1 rot W % A STAT OF •_�: 'SIONAL �� A. LYNkkILLLA, P.E FL P.E.B 68706 3.36 KSI MIN. CONCRETE •e, s OPTIONAL ix WOOD BUCK � (SEE NOTE 4) EXTERIOR INTERIOR ALL HEAD AND WILL DETAILT) CONCRETE ANCHOR (SEE NOTE 1 & 3) ® 2x WOOD BUCK I ®(SEE NOTE 4), 1 3/8° MIN.,1/4" TAPCON A 13/4° MIN., 1/4" CRETE -FLEX WOOD ANCHOR (SEE NOTE 2 & 3)® DETAIL A DETAIL B ICAL FLANGED HEAD ANCHORAGE 11/4" 1/4" MAX. SHIM M•. �f1 • a dr• 1/4° MAX. S FH BELOW MEETING RAIL. (SEE NOTE 1 & 3) iN 3.36 KSI MIN. CONCRETE OR 1.6 KSI MIN. CMU 1x BUCK OPTIONAL WITH SOLID CONCRETE SUBSTRATE (SEE NOTE 4% 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE. COUNTY, USE ONLY MIAMI -DADS COUNTY APPROVED 1/4° ELCO TAPCONS OR 1/4° SS4 CRETE -FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 13/4". 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (G6) OR 1/4" S84 CRETE -FLEX. 3. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 7 1/2°. Ix WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 V2" THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 6. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T6 AND A MINIMUM OF 1/8" THICK..THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM, IF THESE CRITERIA ARE, MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 6. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION, SECTION 2003.8.4 (SUPPLEMENT 2006). WOOD ANCHOR, FH BELOW MEETING® RAIL. (SEE NOTE 2 & 3) INTERIOR (ALL JAMB DETAILS) EXTERIOR Inv SUCK (SEE NOTE 4)® DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 1/4" MAX. SHIM RPWOOD FRAME .131° DIA. MIN. x 21W NAIL, AT CORNERS AND s O.C. DETAIL F, (HEAD) .131° DIA. MIN. x 2 112"NAIL, AT CORNERS AND 6° O.C. JOODFRAME Ga .131" DIA. MIN. x 21/2" NAIL, AT CORNERS AND 6° O.C. DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE 1/4° MAX. SHIM �jjjjjj�j(¶T iRVllll II DETAIL G, (SILL) ro egx�e� I �'— ALUM. SINGLE HUNG M Hoxoexs, Fl —4 y,�r� B— � m,� aHM NTS 11 d 11 No FRAME Fimida LYNN Af, 68705 it '�. i T •'•.. FLORA G' IMPACT ��'�`SS►ONAL �•• xm A. L1iNld' MILL�Ft; P.E. 4040-20 D FL P.E.#88706 'MIQIA�E MIAMI DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26" Street, Room 208 AFFAIRS (PERA) Miami, Florida 3 3 1 75-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidlide.gov/ bera/ PGT Industries, Inc. - -- - 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction. materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA -Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "HR -710" Aluminum Horizontal Sliding Window - LA I. APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets i through 11 of 11, dated 02/28/2006 with the latest revision "E" dated 10/17/2011, prepared by PGT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami -Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 11-0630.02 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. I ,LW NOA No. 11-1114.04 2 8 tti Expiration Date: December 21, 2016 Approval Date: February 16, 2012 Page I '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 11 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. B. TESTS I. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda P. E. (Submitted under NOA No. 07-08.15.09) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "C" sliding window, Grade 10, per FBC 24113.2. 1, TAS 202-94 and per ASTM F 842-04 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4858, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 06-0405.06) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "C" sliding window, Grade 10, per FBC 24113.2. 1, TAS 202-94 and per ASTM F 842-04 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-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 prepared by PGT Industries, Inc., dated 10/26/06, Clark, P. E. (Submitted under previous NOA No. 07-0815.09) 2. Complies with ASTM E1300-98/ 04 analysis, complying with FBC, signed and sealed by Robert L. D. QUALITY ASSURANCE I. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 08-0206.01 issued to Solutia Inc. for their "Saflex HP Glass Interlayer" dated 04/17/2008, expiring on 04/17/2013. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC 2007 (with the 2009 supplement) and FBC-2010, dated 10/25/11, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independence, dated 10/25/11, signed and sealed by Anthony Lynn Miller, P. E. 3. Letter of Adoption of as his Own, the Work of another Engineer per Section 61G15-27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn Miller, P. E. 4. Statement letter of no financial interest, conformance and compliance with the FBC- 2007, dated 06/29/2011, signed and sealed by Robert L. Clark, P. E. (Submitted under previous NOA No. 11-0630.02) 5. Laboratory compliance letter for Test Report No. FTL-5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NDA No. 07--0815.09) .iaime 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 Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 6. Laboratory compliance letter for Test Reports No.'s FTU 4858 and Y17"859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 06-0405.06) G. OTHERS 1. Notice of Acceptance No. 114630.02, issued to PGT Industries, Inc. for their Series "HR -710 Aluminum Horizontal Roller Window - L.M.I.", approved on 08/18/2011 and expiring on 1.2/21/2016. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 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. 5/18" LAM[ CONSISTING OF (2) LITE$ OF 1/8' ANNEALED GLASS WITH A.= DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. B. 61W LAMI CONSISTING OF (1) LITE OF VW ANNEALED GLASS AND (1) LITE OF 118" HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER C. 6/18" LAMI CONSISTING OF (2) LITES OF 118" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER D. 7116" LAM[ CONSISTING OF (2) UTES OF 3/18' ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER E. 718" LAMI CONSISTING OF (1) LITE OF 3H8" ANNEALED GLASS AND (1) LITE OF 3/18' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER F. 7118" LAW CONSISTING OF (2) LITES OF 3118" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER G. 13/16" LAMI IG: (1) LITE OF 11W OR 3/18" ANNEALED (MIN.) GLASS, 5/18" OR 318" AIR SPACE AND 6/10" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXJKEEPSAFE MAXIMUM PVB INTERLAYER H. 13/16' LAMI IG: (1) LITE OF 10 OR 3118" ANNEALED (MIN.) GLASS, 5116" OR 318" AIR SPACE AND 6/16" LAMI CONSISTING OF (1) LITE OF 118" ANNEALED GLASS AND (1) LITE OF 118' HEAT STRENGTHENED GLASS WITH A.09D DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER 1.13110" LAMI IG: (1) LITE OF 118" OR 3118" ANNEALED (MIN.) GLASS, 6116" OR 318' AIR SPACE AND 5/18" LAM[ CONSISTING OF (2) LITE$ OF 118' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER J.13/16" LAM[ IG: (1) LITE OF 1/8" OR 3/18" ANNEALED (MIN.).GLASS, 3118" OR 114" AIR SPACE AND 7/18" LAMI CONSISTING OF (2) LITES OF 3118' ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER K. 13116' LAMI IG: (1) LITE OF 118" OR 3118' ANNEALED (MIN.) GLASS, 3118" OR 1/4' AIR SPACE AND Mr LAMI CONSISTING OF (1) LITE OF 3N 8" ANNEALED GLASS AND (1) LITE OF 3118" HEAT STRENGTHENED GLASS WITH AN .090 DUPONI BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PV13 INTERLAYER L.13/18' LAMI IG: (1) LITE OF 118' OR 3118" ANNEALED (MIN.) GLASS, 3/10' OR 1/4" AIR SPACE AND 7/18' LAMI CONSISTING OF (2) UTES OF 3/10' HEAT STRENGTHENED GLASS WITH AN .000 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PV13 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 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 6. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL4858, FTL-4859 AND FTL-5330. ELOO TEXTRON NOA: 04-0721.01, 03.0225.06 ANSI/AF&PA NDS -2006 FOR WOOD CONSTRUCTION ADM -2005 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). B. FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. .I®_.._=Vm GENERAL P.O. BQl( 7828 Z-11 B, R 34274 SLUM. HORIZONTAL ROLLER WINDOW HR710 NTS I 9 d 99 4927=90 NOA DRAWING MAP PRODUCT REVIS13D as wmPlYinB with the Florida k t T40. 58705 %�A u• 3T T90F� �0: PLOMOP'. `•Ssi ONS� A��%- �O ' LYNN RCER, P£ RE.R 88788 SHEET GENERAL NOTES ........ ».» 1 GLAZING DETAILS............ 2 DESIGN PRESSURES ..._..3 ELEVATIONS ..................... 4 VERT. SECTIONS............ 6 HORIZ. SECTIONS.........._ 5 PARTS LIST .....................» 8 EXTRUSIONS ........... _....... 7 CORNER DETAIL ._........... 6 ANCHORAGE .................... 8-11 PRODUCT REVIS13D as wmPlYinB with the Florida k t T40. 58705 %�A u• 3T T90F� �0: PLOMOP'. `•Ssi ONS� A��%- �O ' LYNN RCER, P£ RE.R 88788 C C] E 112' NOM, 66 1/2" NOM. (ALL SECTIONS) GLASS BRE GLASS BITE EXTERIOR INTERIOR [> --7 Ll 60,61,62 I 118" ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 118" ANNEALED OR HEAT STRENGTHENED GLASS TED AM 'STRENGTHENED GLASS IT PVB INTERLAYER 'STRENGTHENED GLASS OR TEMPERED GLASS QD 13/16" LAMI IG GLASS W/ 6/16" LAMI WIT ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 3116" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 7/16" LAMINATED GLASS 112" NOM. GLASS SITE f 72,73,74,76,76,77 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 3116" ANNEALED OR HEAT STRENGTHENED GLASS 7118" LAMINATED 3118" OR 1/4" AIR SPACE 118" or 3118" ANNEALED OR TEMPERED GLASS QD 13/16" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI Qp FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. NOxONS. FL 94278 P.xO NOO. SQX 16� M18, FL 34278 DETAILS ILUM. HORIZONTAL ROLLER WINDOW IMPACT IM o Full 2 d 11 1 4127-10 E PRODUCE REVISED as womiyln wi li uio Nlmida MdhMcoeo A --No (� Dam Miaml Redo Ptodtc� VYNN 41, Acj No. 68705 Lu P ' STA • � ` SSII/101 A. LYNNMRLE(t, RE P.E999705 TABLE 1. XOX (1/4,112,114) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/SAME DLOARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" 36" 38 318" 48" 50 518" 54" 60" 63" D 0 FOR INSTALLATION IN THE HVHZABOVE 30 TYPES G- FT ALL HAVE LSHALL HAVE A TEMPERED I.G. GLASS BOTH E DP A D ANCH R REMAIN "I A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 1 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 W. A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 1 +60.0 -60.0 +58.8 -58.8 +56.2 -56.2 106318" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 .-60.0 +60,0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.2 -55.2 +52.3 -52.3 108" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.01-0 0 +60.0 -60.0 +54.6 -54.6 +51.7 -51.7 111" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60,0 -60.0 +60.0 0 +59.5 -59.5 +53.6 -53.6 +50.9 -50.9 UP TO 111" C ICAP. +60,0 -60.0 UP 70 711" D,E,F,QUANTITY J,K,L +75.0 -75.0 UNCHANGED. TABLET XOX (1/3,1/3,1/3) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT ALL HEIGHTS UP TO 83" WIDTH TYPE TO 86 7/18" A B,C, G,H,I +60,0 -60.0 TO 86 7/16" DEF' J,K,L +76.0 -76.0 TABLE & OX AND XO FLANGE R INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WIND SS WINDOW HEI-QUX- WIDTH TYPE 26" 36" 38 3t8" 48" 0 518' S4" 601, 63" C 60" A,B,G,H +75.0 -76.0 -to +75.0 -75.0 +76.0 -75.0 +75.0 -75.0 +76.0 -76.03+75.0 -75.0 +75.0 -75.0 +75.0 -75.0 '60L§ - 66" A,B,G,H +75.0 -75.0 +75.0 -75.0 +76.0 775.0 +75.0 -75.0 +75.0 775.0 +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 +76.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +69.6 68.6 +65.2 65.2 74" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +68.1 -68.1 +63.8 -63.8 °awmplYinBv MID lo lttdlNngCo6o _ 'pQ. ACG4p10° C,D E,F, UP TO 74" +75.0 -75.0 m+ 0 »m GLASS T FTL-4858 (XOX), FTL-4859 (OX & XO) AND FTL-5330 A 5116" LAMI - (1/8" A, .090,118" A) G. 13116" LAMI IG -1/8" OR 3/16"A (MIN.), 5116" OR 318" AIRSPACE, 5/16" LAMI - (1/8"A, .090,1/8"A) B., . S) H. 13/16" LAMI IG -1/8" OR 3116"A (MIN.), 5/16" OR 318" AIR SPACE, 5/16" LAMI - (1/8"A, .090,1/8"HS) C. 5116" LAMI - (1/8" HS, .090,118" HS) I. 13/16" LAMI IG -1/8" OR 3116"A (MIN.), 5/16" OR 3/8" AIRSPACE, 5/16" LAMI - (1/8"1 -IS, .090,118"HS) ``�ZOI� ��NSF D. 7/16 LAMI - (3/18" A. .090, 3/16" A) J. 13116" LAM[ I13-1/8" 0133116-A (MIN.), 3/18" OR 114" SPACE, 7/16" LAMI - (3/18"A, .090, 3/16"A) c E. 7/16" LAMI - (3116" A3.090,311&' HS) K. 13/16" LAMI IG -1/8" OR 3116"A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16-A-090, 3116"HS) �c No, 5STo5 ' F. 7116" LAMI - (3/16" HS, .090, 3116" HS) IL 13/16" LAW IG -1/8" OR 3/16"A (MIN.), 3116" OR 1/4" SPACE, 7/16" LAMI - (3/16"HS, .090, 3116 -HS) ► W R CJ 70/97H9 a Nocwwtn�tsst�r 7070TECHNOLDGYDRNE NOKDMI8.FL94279 T DESIGN PRESSURES ram ALUM. HORIZONTAL ROLLER WINDOW, IMPACT �' BZA,� �i O p P � .l� ' ., IO..... C7�: ��i,`S1St/ON L� o'� JA WWII D AMMIGOAP TORE 7EMPE W +3gFiN07E. F.Kr x!6/07 C ADD/NTEGRAtFB/OPRON&UPDATEA8TME730602OPe PD. eQX1828 NOKOMIS. FL 34274 A. L7'f4N Mlti f= �'.E V -W.• Dere vmc Vidbdy gemr a m�e Wase Rs7 Was FJC z/2e/ae J.J. s/29roe F0�790 NTS 3 m ?? 4?27-?0 E' h"1 P.e. asmB 27 3/8" MAX. DLO VENT 64 6116' MAX. DLO FIXED uu or �v rv�. D" _ o x — 63" M I 110" MAX. WIDTH I.F. FRAME 111" MAX. WIDTH FLANGE FRAME 6 F DL F L DETAIL B - XOX (1!4112-1/4) I A-OXOR D TECHNOLOGY DPoVE NCKOU^ PL 34276 P.O.9 *41626 NOKOMIS, F .11 DL 27 27 MAX. DLO MAX. DLO VENT FIXED D D ,8 _ o x 86 7H6" MAX. WIDTH I.F. 88 7118" MAX. WIDTH FLANGE FRAME DETAIL C - XOX (1/3-113-1/3) NOTE: 1. SEE SHEET 6 FOR VERTICAL AND HORIZONTAL SECTION DETAILS, yx SEALANT OR GASKET 3E AT HEAD AND SILL IE 16 IG. I.F. FRAME I PF o 0 F 13) FLANGE FRAME �.JLYNN VIEW D -D Q '; (FRAME CORNER CONSTRUCTION) _ *•' No. 68705 Ct• s 1 �•• IIUM IlOR1ZONTA�tROLLERIVDOIN IMPACT IIN7t0 NTS 4 a 11 4127-10 E A LYS $ 58 PA DLO FIXED C uu or �v rv�. D" _ — — 63" M FLAN A I A FRAI AL 318" LAX / I MAX w CONF ALL / / DLO ALL XED / VENTS TES / / 82° MAX. I.F. - I X L ALL CONFIG. I Al C r 73" MAX. WIDTH I.F. FRAME --►I 74" MAX. WIDTH FLANGE FRAMVE A-OXOR D TECHNOLOGY DPoVE NCKOU^ PL 34276 P.O.9 *41626 NOKOMIS, F .11 DL 27 27 MAX. DLO MAX. DLO VENT FIXED D D ,8 _ o x 86 7H6" MAX. WIDTH I.F. 88 7118" MAX. WIDTH FLANGE FRAME DETAIL C - XOX (1/3-113-1/3) NOTE: 1. SEE SHEET 6 FOR VERTICAL AND HORIZONTAL SECTION DETAILS, yx SEALANT OR GASKET 3E AT HEAD AND SILL IE 16 IG. I.F. FRAME I PF o 0 F 13) FLANGE FRAME �.JLYNN VIEW D -D Q '; (FRAME CORNER CONSTRUCTION) _ *•' No. 68705 Ct• s 1 �•• IIUM IlOR1ZONTA�tROLLERIVDOIN IMPACT IIN7t0 NTS 4 a 11 4127-10 E A LYS $ 58 PA EXTERIOR MAX. I HEIGHT FLANGE FRAME MAX VENT DLO MAX. FIXED DLO `.:J SECTION C -C (VERTICAL SECTION, FLANGE FRAM INTERIOR MAX. VENT DLO MAX. FIXED DLO MAX. VF/T DLO — — MAX. WIDTH (FLANGE FRAME) EXTERIOR 19 SECTION B -B 17 (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) INTERIOR MAX. FIXED DLO -►I 4-- MAX. VENT DLO —►� MAX. WIDTH (IF. FRAME) EXTERIOR SECTION A A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) EXTERIOR INTERIOR P.O.8(7(1828 NOP600M FL 34274 4ME) EXTERIOI HEAD (VERTICAL SECTION, I.F. FRAME) ILUM. HORIZONTAL ROLLER WINDOW IMPACT =1 Haff 5 a 994927--90 E RSvsm s.dume, �N� .• ��oENSF' • ;FA * � No. 58705 •• * ' Q A LYM4IIDLLER, P.E. P.E488m DESCRIPTION MAT'L PGT# gGEFRAMEHEAD 6063 -TEAL 612237 4 STOP STD. ANTI LIFT CLIP 6063-T5 AL .612244 3/4 PH. PAN HEAD 15 78MAA STOP COVER (SASH STOP) 6063-T5 AL 781PQA VGE FRAME SILL 6063•T6 AL 64136 ADAPTOR 6063 -TEAL 64137 .ER TRACK 6063-T6 AL 64131 ii 4= 1 A IFLANWFRAMEJAMB 6063-T6AL 1 612225 14 4134 IGASKErFORMAINFRAME SILL JOINT 6063HS•T6AL 74134W/K 15 1155 1#8 X 1.000 QUAD PN. SMS 4039 781PQA 16 4110 G ISCREENADAFrOR 6063-T5 AL 64] ]OG 17 4054 B FIXEDMEMINGRAIL 6063HD-T6 AL 64054A 19 4066 WSTP..187 X .230 FIN SEAL 6063 -TS AL 640660 21 4105 SASH TOP & BOTTOM RAIL 6063-T5 AL 612240 22 1683 WSTP.,.250 X.270 BACK, FIN SEAL 616830 23 225-1 ROLLER HOUSING&GUIDE 63 42112HD 24 226 BRASSROLLERWHEELS BRASS 7BRWHL2 29 4128 IHORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 44J28N 32 4006 D ISASHMEFTINGRAIL 6063HS•T6AL 64006 33 1235 WSTP.„170 X.270 BACK, FIN SEAL 4039 67S160 35 1096 ISWEEPLATCH DIE-CAST 71096 36 1016 #8 X.625 PH. FL. SMS 6063-T5 AL 7858 37 4126 SASH SIDE RAIL 6063 -TS AL 64126 38 1683 WSTP.„230 X.270 BACK, FIN SEAL CLASS, 5116" LAMI U8" A_090 M 1/8" A 616830 39 7070 BULB WEATHERSTRIP. 187 X.275 67070K 40 5/16" L.AMI 1/8" HS, .090 PVB,1/8" I -IS UF'l'RAILCOVERCAP 63 74078"C"T.ORR 6063-T6 AL 6063-T6 AL 50 1 1 1 GLAZING SILICONE, DOW 899,995 OR UTVALENT 51 1224 MNYLGLAZINGBEADBULB MUCK) 68 52 1225 VWYLGLAZINGBEADBULB MW 69 53 4039 B GLAZINGBEAD - 5/16" 6063-T5 AL 54 4044 B GLAZING BEAD -5116" W/GRIL.LKIT 6063-T5 AL 55 4222 A GLAZINGBEAD-7/16' 6063-T5 AL 56 985 C GLAZING BEAD -7/16” W/GRBLKIT 6063-T5AL 59 4067 1 IGAZINGBEAD-13/16" 6063-T5 AL 60 CLASS, 5116" LAMI U8" A_090 M 1/8" A 75 61 " 5/16" LAMI 1/8" A..090 PVB 1/8" HS 62 " 5/16" L.AMI 1/8" HS, .090 PVB,1/8" I -IS " 63 7/16" LAMI 3/16"HS .090PVB, 3/16"HS 7/16" LAMI 3/16" A,.090PVB, 3/16' A 1014 64 3105-1414 AL 7/16° LAMI 3/16° A,.090PVB, 3116" HS 1630 65 . 7/16" LAMI (3116" HS..090 PVB. 3116" HS) 1631 B TECHNOLOflr ORNE NOKOMIS, 8.30278 P.O. 89X 1820 NOKOMIS. PL 34274 KION DWGO REV DFSCRR'•I90N I MAT'L PGlW 66 GLASS 13/16" LAM 10.1/8"A OW1 318 -AIRSPACE, 5/16" LAMI 1/8"A .O90PVB, 1/8°A 67 1131W LAMI I0 -1/8"A (MIN. 3/8° AIRSPACE, 5/16" LAMI (1/8-A,.090 PVB' I/8 -HS) 68 13116" LAMI 10-1/8-A IN. 318" AIR SPACF, 5116' IAMI 1/8"HS,.090PVB 1/8"146 69 13/16" LAMI IG3/16"A IN.1 5116° AIR SPA 5/16' LAMI (1/9-A,.090 PVA 1/8"A 70 13/16" LAMI I0 -3116"A IN.), 5/16" AIR SPACR, 5116" LAMI 1/8°A,.090PVB 1/8" 71 ° 13/16" L4MI10.3/16"A (MIN. 5/16" AIRSPACE, 5116' LAMI(1/rIlS,.090PVB 1/8 -HS) 72 13116" LAMI 10-1/8"A 1N. 1/4" AIR SPA 7/16" LAMI 3/16'A,.090 3/16-A 73 " 13116' LAM] IG•1/8"A MIN. 1/4" AIR SPACE, 7/16" LAMI (3/1&A,.090 PVA 3116-H 74 13116' LAMI IG•1/80A (MIN.1 114" AIR SPA 7/16' LAMI 3/16'HS .O90PVB 3/16'HS 75 1311W LAMI I0,3/16"A 3/16" AIRSPACE, 7/16" LAMI (3116"A,.090 PVA 3116"A 76 13/16" LAMIIG3/16"A IN.) 3/16" AIR SPA 7/16" LAMI 3/16'A,.= Pvjk 3116"HS 77 " 13116' LAMI IG3/16'A IN. 3/16' AIR SPA 7/16" LAMI 3/16"HS .090PVB, 3/16"HS 90 1014 SCREEN FRAME OR & VER 3105-1414 AL 91 1630 SQUMCORNERKEYWIMNGS POLYPROP. 92 1631 SCREEN CORNERKEYW/OUT RINGS POLYPROP. 93 1073 SCREEN SPRING ST.ST. 94 1624 SCREEN SPLINE -.135 DIA. FOAM EM PVC 95 1635 SCREEN SPLINE -.135 DIA. HARD EM PVC 96 SCREEN CLOTH 2.710 2.824 .082 41 I.F. FRAME HEAD #4130,6083-T8 PF 2.784 m 81 L7� F} 3.152 a .062 M 1.888 4g I.F. FRAME JAMB 04141,6063 -TO \��ly( IYNN �` ca�� •' ��CEN3g'' �F� �� 2.710 k o No. 58705 42 I.F. FRAME SILL = � ,t>G-� • = 04940,14083 T8 0 '. `o- "°p°"�C %t0 "'• STA OF �[!: PARTS LIST ALUM. HORIZONTAL ROLLER WINDOW IMPACT,`91ONA1- ON mu"teme Bak rta2 °pY4pNm rtsn ALWAI IPa ta�7o NTS 6 m 11 4127-10 E P woo Uw FlorMa LI 062 L�� - q-�j 1. 73 1 73 I-2.710---� O FLANGE FRAME HEAD #W102A,6063-T8 j—*—.062 .490 T— } -1.461--4 O SASH STOP 94025,6083-T6 .082 L,.348--1 21 SASH TOP & BOTTOM RAIL #4133,6083-T6 I .060 -+- .678 1.098 --ice+ i O GLAZING BEA. 5/16" #4044B, 6063-T5 (USED Wl GRILL KIT) 1.F22 — 1--2.710---1 FLANGE FRAME SILL #4138,6063-T6 .061 .48 O HORIZ. ROLLER TRACK #4131,6083-T8 70 .062- 1.081 0 1.081 I �- 32 SASH MTG. RAIL #4008D,6083HS-T6 k I 1.096 I 55 GLAZING BEAD 7/16" 536 #4222A,0083 -T6 •--�{ 1.187 I•�— .082 Woo 70 L . O FRAME SILL ADAPTER #4137,8063-T8 1. 8� � �1.403� 17 FIXED MEETING RAIL #4054B,6083HD-T6 37 SASH SIDE RAIL #4128,6083-T5 I .cW 678 1.116-•1-+--� GLAZING BEAD, 7116" �J #9IM, 6083-T5 (USED W/ GRILL KIT) '0 TECHNOLOGY DRIVE NOKOWS, FL 34278 P -o Qx,820 ..KOMIB, FI...4 O SASH STOP COVER 1#4053, 6063-T6 �-2784 T- 1.363 13 FLANGE FRAME JAMB #4002A,6003 -TB 8 .878 1.008- 53 GLAZING B , 5/16" #40395,6063 -TB 080 1.097 59 GLAZING BEAD, 13/16" #4007,6063-T5 ILUM. HORIZONTAL ROLLER WINDOW, 7+artG Half 6'7 a 11 *74127-90 PRODUCTRBVISM � Comas wµ6 Uta FI"flda 22 A c"No 1 - O,� Deo � uct Comm �� F':' b10ENSg' •.'Q _ *' aN�o. 5,8-705 'wjr` O STA O �NA�L�IEc:`�� A LYNN NLLLER, P.E P. 6870 ANCHOR QUANTITIES,XOX 114412-1/4) WINDOWS TABU GLASS TYPES A,B.C,G,H,I GLASS TYPES D,E,F,J,K,L AN014ORTYPE 2,3, WOOD 1 2, CONC 1 1, CONC 2A. WOOD 2, CONC 1, CONC &SUBSTRATE ZONES I ZONES I ZONES ZONES ZO S ZONE to co WINDOW SIZE HEAD & SILL gmg HEAD & SILL HEAD & SILL m HEAD &SIU gm HEAD & SILL gmg HEAD & SILL w v u < Q Q 63.125X38.376 1+C2+1+C2+1 48.000 1+C2+1+C2+1 80.826 1+C2+1+C2+,1 54.000 1+C2+1+C2+1 60.000 1+C2+1+C2+1 03.000 1+C2+1+C2+1 60.000 x 38.375 1+C2+1+(2+1 48.000 1+C2+1+C2+1 50.825 1+02+1+C2+1 54.000 1+C2+1+C2+1 60.008 1+C2+1+C2+1 63.000 1+C2+1+02+1 74.008 x 38.376 1+C2+2+C2+1 48.008 1+C2+2+C2•+1 SDA25 1+C2+2+C2+1 64.000 1+C2+2+C2+1 80.000 1+C2+2+(2+1 83.000 1+C2+2+C2+1 84.008 x 38.378 1+C2+2+C2+1 48.000 1+C2+2+C2+1 50.626 1+C2+2+CZ+1 54.000 1+C2+2+C2+1 SO.W0 1+C2+2+C2+1 63.E 1+C2+2+C2+1 108.375 x 35.375 1+C2+2+C2+1 48.0W 1+C2+3+C2+1 60.825 1+C2+3+C2+1 54.08 1+C3+3+C3+1 60.000 1+CS+3+C3+1', 63.008 1+C3+3+C3+1' 111.000x 38.376 1+C2+3+C2+1 48.000 1+(2+3+C2+1 50.626 1+C2+3+C2+1 64.000 1+03+3+C3+1' 50.000 1+03+3+03+1 63.000 1+03+3+C3+1 1+C2+1+C2+1 1+C2+1+C2+1 1+C2+1+C2+1 1+C2+1+C2+1 1+C2+1+C2+11311+C2+1+C2+11311+C2+1+C2+1 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 1+02+1+C2+1 3 7+C2+1+C2+1 3 1+C 2+1+C2+1 1+C2+2+C2+1 2 1+C2+2+C1+1 2 1+C2+2+C2+1 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 1+C2+2+C2+1 NOTES: 1. ANCHOR TYPES: 1-114" ELCO TAPCONS 2 -1/4" ELCO S84 CRETE -FLEX 3 - #12 STEEL SCREWS (G6) 2. GLASS TYPES: FOR INSTALLATION IN THE HVHZ ABOVE 30 B. 6/18" LAMI • (1/8" 4,000,1/181F A) HS) S. 6118" LAMI - (1/8'A,090, 1FT, GLASS TYPES G - L SHALL HAVE A " C. 6118" LAMI - (1/8" HS,.09% 1/8" HS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND D. 7118" LAMI - (311(".,.090, 3/1 IF A) ANCHOR QUANTITY REMAIN UNCHANGED. E. 7118" LAMI - (3118" A,.090, 3/18" HS) F. 7118" LAMI - (3118" HS,.090, 3118° HS) G. 13118" LAMI IG -1/8" OR 3/18" A (MIN.), 6118" OR 318" SPACE, 8/18" LAN - (1/8" 4,.090,1/8" A) H.13/18" LAMI IG -1/6" OR 3/18" A (MIN.), 6118" OR 3W SPACE, 5116" LAMI - (1/8" 4,.090,1/8" HS) I. 13118" LAMI IG -1B" OR 3118" A (MIN.), 6/18" OR 3/8" SPACE, 6116" LAMI - (118" HS,.090,1/8" HS) J. 13/18" LAMI IG -1/8" OR 3118" A (MIN.), 3/18" OR 1/4" SPACE, 7116" LAMI - (3/18" .,.090, 3118" A) K. 13/18" LAMI IG -118" OR 3/18" A (MIN.), 3116" OR 1/4" SPACE, 7/16" LAMI - (3116" A490, 3110" HS) L. 13/16" LAW IG -118" OR 3/18" A (MIN.), 3/16" OR 1/4" SPACE, 7118" LAMI - (3116" HS,080, 3116" HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 101W MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 26,V4" MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 221/2" MAX. O.C. TABLE KEY: X O A 1+C3+4+C3+9 3 -+--ICHOR QUANTITY PER JAMB 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 FDCED SECTION. (12) ANCHORS TOTAL AT HEAD AND SILL. 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+3+p+1 3 (S" MIN. O.C. ANCHOR SPACING) 263!4" matt. -►� i-+-3" MIN. 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+02+2+C2+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 3 1+(„!+2+02+1 3 1+03+2+C3+1 9 1+C3+2+03+1 3 1+02+2+02+1 3 1+C4+3+04+1 3 X O X II MTG. RAIL, TYP. EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS PRODUCT REVISED as cmnplYk�g with d° R0rkla Code 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1+C2+2+C2+1 3 1+C4+3+04+1 3 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+12+1 2 1+C2+4+C2+1 2 1+C2+2+C2+1 3 1+03+3+C3+1 3 1+C3+3+C3+1 3 1+C2+3+C2+1 3 1+C3+4+03+1 3 1+02+2+02+1 8 1+C3+3+03+1 3 1+{;3+3+03+1 3 1+03+3+03+1 3 1+03+4+03+1Mffldfn 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+04+4+04+1 3 (SHOWN IN TABLE KEY ABOVE) 26 3/4" MAX. 1+3"MIN. 0" REF. = O X MTG. RAIL, TYP. EXAMPLE CLUSTER W/ QTY. OF {4) ANCHORS 3q Dip ittl Ul/ V� ��4? • �,10ENSF *' No.68705 - a = o '. .' �z ��O . S4V. W, 1+C2+2+C2+1 3 1+C4+3+C4+1 3 1+C4+3+C4+1 4 11+C3+3+C3+1 3 1+C4+4+C4+1 3 1+C2+2+C2+1 3 1+04+3+04+1 3 1+C4+3+C4+1 4 1+C4+3+C4+1 3 1+C8+4+C8+1 3 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 2 1+r,2+4+(2+1 211/2"TYP. 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C2+3+C2+1 3 1+CS+4+C3+1 3LYNN 1+02+2+02+4 3 1+03+3+03+9 3 1+03+3+C3+1 3 1+03+3+03+1 3 1+C g+4*03+1 3 1+C:2+2+02+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 311+04+4+C4+113 1+C2+2+C2+1 3 1+C4+3+C4+1 3 1+04+3+04+1 4 1+C3+3+C3+1 3 11+04+4+04+113 1+C2+2+C2+1 3 1+04+3+C4+1 3 1+C4+3+C4+1 4 1+04+3404+1 3 1+CS+4+Cg+1 4 3e 1070 TECHNOLOGY DRIVE ANCHORAGE SPACING XOX 9/41/2-1/4 , �(�` •'• ;c[ORIDP•.' 0AP708E;;FERED+80F K01P. NOKOWS.FL34M *� ALUM HORIZONTAL ROLLER WINDOW+IMPACT iS,,�NA� IISLE4,sFLFcrvALuur~9sDueroANrfroRCAI?ADJ P.G.sgxion NOKomIs,FL34z/a ��4127-70 J'%\ .LYNNE PE Vtsib� Beater mmo NIS 8 m 11 E m ANCHOR QUANTITIES XOX 113-1/3-113 WINDOWS TABLE 61 NOTES: GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L ANCHOR TYPE 2.3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC i, CONC 1. ANCHOR TYPES: & SUBSTRATE 1 -1/4" ELCO TAPCONS 2 -1/4° ELCO SS4 CRETE -FLEX 3 -#12 STEEL SCREWS (G6) 2. 6f18 TYPES:_ (118° A'090' 118° A) FOR INSTALLATION IN THE HVHZ ABOVE 30 B. 5118° LAMI - (118° A,.090, IV HS) FT, GLASS TYPES G - L SHALL HAVE A C. 6/18° LAMI - (1/8" HS„090,1/8° HS) TEMPERED I.O. GLASS CAP. BOTH THE DP AND D. 7118° LAM] - (3/18° A,.090, 3/16°A) ANCHOR QUANTITY REMAIN UNCHANGED. E. 7/18" LAMI - (3118° A,.080, 3/18" HS) F. 711W LAMI - (3N 6" HS,.090, 3/1(° HS) G. 13/18° LAMI IG -118° OR 3/18° A (MIN.), 6/16° OR 318° SPACE, 6/18° LAMI - (118° /8" A,.090,1A) H.13/16" LAMI IG -118" OR 3/18° A (MIN.), 6/18" OR 318" SPACE, 6118° LAMI - (118° A,.090,1/8" HS) 1. 13116° LAMI IG -1/8° OR 3/16°A (MIN.), 6/18" OR 3/8° SPACE, 6/16" LAMI - (118° HS,.090,118" HS) J. 13116" LAM] IG -118° OR 3118° A (MIN.), 3118° OR 114 SPACE, 7/18° LAM( >{3118" A, 3116° K. 13118° LAM( IG -118" OR 3/18° A (MIN.), 3/18° OR 1/4"SPACE, 7/18° LAM( - (3/18° A,.000.020 H, 311(° HS) L. 13118° LAMI IG -1/8" OR 3/16-A (MIN.), 3/18° OR 1/4° SPACE, 7/16° LAM[ - (3/18° HS so 3/18° HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE U ca HEAD & SIL HEAD '& SILL HEM & SILL ca HEAD & SILL HEAD & SILL HEAD & SILL 48.000 x 36.375 48.000 50.826 54.000 60.000 83.000 i+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 i+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+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+i 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 i+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+i 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+t+C�+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+t+q+1 3 1+q+1+C3+1 3 63.125x 38.378 48.000 60.626 64.000 60.0D0 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+c2+1+C2+1 2 1+C2+1+C2+1 2 i+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 i+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+(2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+p+1+C3+1 3 63,000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 311+C3+1+03+1 3 HEAD & SILL: 101/2° MAX. ON EACH SIDE OF MEETING RAiL CENTERLINE 26 3/4° MAX. FROM CORNERS JAMBS: 9" MAX. FROM CORNERS AND 221/2° MAX O.C. TABLE �, X O Z( 6D-0WX 38.375 48.1100 50.828 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+12 1+( +1+C2+1 2 1+C2+1+C2+1 2 7+(�+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3.1+C2+1+62+1 3 1+C+i+C2+1 3 1+C2+1+C2+7 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 S i+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+i+C2+1 3 1+C2+1+C2+1 3 1+p+1+q+1 3 64.000 60.000 1+03+1+C3+1 3 ANCHOR QUANTITY PER JAMB 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+i+CZ+1 3 I+C3+1+C3+1 3 83.000 HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FIXED SECTION. 1+02+1+C2+1 3 1+C2+1+C2+7 3 1+C2+1+C2+1 3 1+C3+1+q+1 3 9+C2+1+C2+i 3 1+p+1+C3+1 3 68.000 x 38.376 48.080 0.626 1+C2+1+C2+1 2 1+C2+1+02+1 2 i+C2+i+C2+1 2 1+C2+1+(2+1 2 i+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+0+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+7 3 1+(;2+1+C2+1 3 1+C2+1+C2+i 3 1+C2+1+C2+1 3 1+C 2+1+C2+1 3 1+C 2+1+C2+1 3 1+C2+1+C2+1 3 1+p+1+C30 3 64.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C3+1+C3+1 3 (9) ANCHORS TOTAL AT HEAD AND SILL. SD.ODD 63.000 (3° MIN. O.C. ANCHOR SPACING) 26 314" MAX. � -� [--3° MIN. 8°� X O X t 1+C2+i+C2+1 3 1+C 2+1+C 2+i 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C2+i+C2+1 3 1+C3+1+q+1 3 1+C2+i+C2+1 3 1+C2+1+C2+1 3 i+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+q+14C3+1 3 74.000x 38.378 48.000 60.625 64.000 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+(2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+p+1+q+1 3 1+C2+i+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 I+C2+1+C2+1 3 1+C2+1+p+1 3 1+p+1+C3+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+p+1+C3+1 3 80.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 i+q+1+C3+1 3 1+q+1+p+1 3 1+C2+1+C2+1 3 1+p+1+p+q 3 63.00 I+C2+1+C2+1 3 I+C2+1+C2+1 3 1+q+1+C3+1 3 1+p+1+q+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 -j 1IV13HD ��U1�pRpDiJCI RTMISEDwig% go � EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS80.825 MTG. RAIL, NP. a=r IN TABLE KEY ABOVE54.0DO 84.000x36.375 48.000 1+C2+1+(�2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+i+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 i+C2+1+C2+1 3 1+C3+1+Cs+i 3 1+C2+1tC2+1 3 1+C2+1+C2+1 3 1+(x+i+C2+7 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3SHOWN 1+C2+1+C2+1 3 1+C 2+1+C2+1 3 1+q+i+p+1 3 1+p+1+p+1 3 1+C2+1+C2+1 3 1+q+1+p+1 3 60.000 53WMAX 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 4 1+q+1+C3+1 3 1+p+1+C3+1 3 83,000 2+1 3 1+p+1+p+i 3 1+q+1+C3+1 4 1+p+1+q+1 3 1+C4+1+04+1 4 7+p+1+p+1 3Ill 112° TYP. 1111!(/ y LYNN 9° REF. X ��CE�SF�j�(� T- ^ No.68705 *' $6.437x 38.378 46..000 50.625 SCODD 1+C2+1+C2+1 2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 2 1+C2+1+C2+1 2 i+C2+1+C2+1 32+1 3 1+C2+i+C2+1 3 1+( +1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+q+1 3 1+C2+I+C2+1 32+1 3 i+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+p+1+p+1 3 1+C2+1+C2+1 32+1 3 1+p+1+C3+1 3 1+C3+1+p+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 60.000 61.000 1+C2+1+C2+1 32+1 3 1+q+i+p+1 3 1+q+1+C3+1 4 1+C3+0+q+1 3 1+C4+1+C4+1 4 i+C3+1+C3+1 32+1 3 1+C3+1+q+1 3 0+q+1+03+1 4 1+q+1+q+1 3 1+C4+1+C4+1 4 MTC. RAIZ^ TYP. EXAMPLE CLUSTER W! QTY. OF (4) ANCHORS =-0 : ANCHORAGESPAC/NG XOX 1/3-1/3-1/3 ��Q�• a� F <ORI91`.• ALUM, HORIZONTAL ROLLERW/NDOW, IMPACT �''�iS��NAILIE��`� B"caAxrec Bma set wsfm� - r- A LYNN AL 1 HR7io NT3 9 m 11 4127-10 ELL%ER P E E P.E#am J.J. 7'0!!T/it E NOCHANQETFdSBHEET D ADDID/GCAP TOHETEAVERID +30FTNOTE aoC UFDATETABLE8,8ELECTVALUESDUETOANCHORCAP.ADJ. aett°tl O@ J.J. 323106 1oio7ECHNOLOOYORNS NOKOM,FL34M P,O.BQx982B NOKOM. FL34V4 �� J.R. 620/01 FJc 4116/07 fxome�t its FJc 22@/06 jlLq(Ij�, $gmgy • 0 ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 6 NOTES: 1 eMeRT4Pe ' 1 -1/4" ELCO TAPCONS 2 -114' ELCO SS4 CRETE-FLEX 3- #12 STEEL SCREWS (Gb)i 2. GL 5/18° LAMI - (1� !8 0 1/8° A) F FT,INSTALLATION ES G rL SHALL HAVE A 30 C. 5/16" LAMI - (1!8" H3,.090, 'US° HS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND D. 7118" LAMI - (3/16"A,.090, 311(rA) ANCHOR QUANTITY REMAIN UNCHANGED. E. 7/16° LAMI - (3116" &.080, 3116° HS) F. 7116" LAMI - (3/18" HS490, 38" HS) G. 13/16" LAMI IG -118" OR 3116° A (MIN.), 6/16" OR 318" SPACE, 6/16" LAMI - (118" A,.090.11W A) H 1tr I 13/16" LAMIG -1/6" OR 3118" A (MIN.), 6116° OR 3/8" SPACE,, 6116- LAMI - 6fl(r LAMI (1Ar HS„080111ir HS) J. 13/18" LAMI IG -1/8" OR 3/16-A (MIN.), 3116° OR 1/4' SPACE, 7/18" LAMI - (3116° A,.090, 3118" A) K. 13116" LAMI IG -1/8" OR 3118°A (MIN.). 3116" OR 114° SPACE 7/16° LAM[ - (3/16"A,090, 3118" HS) L. 13/16° LAMI IG -1/8' OR 3116" A (MIN.), 3116" OR 1/4' SPACE, 7118" LAMI - (3/16° HS,.090, 36" FRS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD 8 SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL GENTERLJNE. 183/4" MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 22112" MAX. O.C. TABLE KEY: O X 2+C3+2 3 ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF CENTERED ON THEHE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FD(ED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL. (3° MIN. O.C. ANCHOR SPACING) (x{-18 314° MAX. I -►{ 1--3"MIN. g' REF. X O 1 PRODUCE REVISED MTG. RAIL as comoft wIdl the Fudb EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS ABAcc* emNoo , (SHOWN IN TABLE KEY ABOVE) mado 8 314° MAX 1 1!2" TYP. 1`�� oNy (LYNN 9" REF. X 0 `.` �� •' ��pENSLc '<<Fp �� No. 58705 •' MTG. RAIL - = EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS tlTAFI�:7 ANCHORAGE SPACIfVG, OXANDXO W/NOOWS�O -- ALUM. HORIZONTAL ROLLER WINDOW ,IMPACT ��/ONAl,IF BatGes eadmraab °i1 ° aBn A LYNN MILLER, P.E. HR710 NT3 10 .1 1 t 4127-10 E Pae e3m I ANCHOR TYPE & SUBSTRATE GLASS TYPE A, ,G,H GLASS TYPES C,D,E,F,I,J,K, L 2,3, WOOD 2 CONC CON 2,3, WOOD 2 CONC 1, CONC ZONES I ZONES f ZONES ZONES ZONES ZONES WVINDOW SIZE ¢ co s i 2 1 d ul -1 ' ' 37.000 x 38.376 48.000 60.625 54.000 60.000 63.000 1+C2+1 2 1+C2+1 2 1+C7r 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1, 3 1+C2+1 3 1+C2+1 3 1+C2+1 3, 1+C2+1 3 1 1+p+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+32+1 3 1+C2+1 3 1+C3+1 3 48.000 x 38.375 48.000 50.625 54.000 60.000 83.000 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+q+1 3 1+C2+1 3 1+C2+1 3 1+p+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+p+1 3 1+q+1 3 1+(2+1 3 1+q+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+02+1 3 1+ + 3 1+q+1 3 1+C2+1 3 1+p+1 3 53.12b x 38.37b 48.000 625 54.000 60.000 63.000 1+C2+1 2 1+C2+1 2 1+C2+1 2 +C2+1-2 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+ 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 +C3+1 3 +C +1 3 1+C2+1 3 1+p+1 3 1+q+1 3 1+C2+1 3 1+ 1+p+1 3 1+C2+1 3 1+q+1 3 1+C3+1 4 1+C2+1 3 1+C3+1 3 1+p+1 4 1+C2+1 3 1+p+1 3 1+p+1 4 1+p+1 3 1+C4+1 3 1+p+1 4 1+C3+1 3 1+C4+1 3 60.000 x 38.376 48.000 50.626 54.000 60.000 63.000 1+C2+1 3 1+C2+1 2 2+C2+2 2 1+C2+1 3 1+C2+1 2 2+C2+2 2 1+C2+1 3 1+C2+1 3 2+C3+2 3 1+C2+1 3 1+C2+1 3 2+C3+2 3 1+C3+1 3 1+C2+1 3 2+p+2 3 1 1+p+1 3 1+C2+1 3 2+p+2 3 1+p+1 4 1+C2+1 3 2+C3+2 3 1+p+1 4 1+C2+1 3 2+p+2 3 1I 1+p+1 4 1+p+1 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 2+C4+2 4 1+C3+1 4 1+q+1 3 2+C4+2 4 1+p+1 4 1+q+1 3 2+C4+2 4 66.000 x 38.375 48.000 50.625 64.000 60.000 63.000 2+C2+2 3 1+C2+1 2 2+C2+2 3 2+C2+2 3 1+C2+1 2 2+C2+2 3 2+C2+2 4 1+( 2+1 3 2+p+2 3 2+C2+2 4 1+C2+1 3 2+C3+2 3 2+C3+2 4 1+C2+1 3 2+C3+2 3 2+p+2 4 1+C2+1 3 2+q+2 3 2+q+2 4 1+C2+1 3 2+C3+2 4 2+p+2 4 1+C2+1 3 2+C3+2 4 2+C3+2 4 1+q+1 3 2+C4+2 4 2+q+2 4 1+q+1 3 2+C4+2 4 1+C3+1 4 1+p+1 3 2+C4+2 4 2+q+2 4 1+p+1 3 2+C4+2 4 74.000 x 38.376 48.000 60.625 64.000 60.000 63.000 2+02+2 3 2+C2+2 2 12+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C2+2 3 2+p+2 4 2+C3+24 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C2+2 3 2+C3+2 4 2+p+2 4 2+C2+2 3 2+C3+2 4 2+p+2 4 2+q+2 3 2+C4+2 4 2+p+2 4 2+C3+2 3 2+C4+2 4 2+C3+2 4 1+p+1 3 2+C4+2 4 2+p+2 5 2+C3+2 3 2+C4+2 4 2+p+2 4 1+p+1 3 2+C4+2 a 2+C4+2 6 2+C3+2 4 2+C4+2 6 1 90/t7/11 E NOCHAMMTMSHEET D __1070 TECMCLOGY Darve O GHQ>X 08,$8EWTVAUiODUE7OANCHORCAP.ADJ NOP.09QX182B78 wtK NOHUMIB. RL 34274 3129/DB Jit ami FX 41IM7 Oren BR - FJ( 2!28!08 JJ 1/Le1b� MIN. 3.4 KSI CONCRETE lx WOOD BUCK, NOTE 3 CONCRETE ANCHOR, NOTE 1 1314" MIN. E.D. TYP. 2x WOOD BUCK, ° . . •� NOTE 3 NOTE 1 147 MAX. SHIM WOOD ANCHOR, DETAIL A NOTE 2 DETAIL B TYPICAL FLANGE FRAME HEAD SECTIONS 1/4' SH 1/4° MAX SHIM WOOD CONCRETE ANCHOR, ANCHOR 13/8" MIN. MAX.1147 AX••••••-----------�� SHIM NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -RADE COUNTY, USE ONLY MIAMI -DARE COUNTY APPROVED 114" ELCO TAPCONS EMBEDED 1 3/8" MIN. OR 1/4"SS4 CRETE -FLEX EMBEDED 1314" MIN.. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 134'. FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. 2, FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (GS) OR 1/4" SS4 CRETE -FLEX WITH #12 TRIMFIT HEAD. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS ISLE SS THAN 1 112°. lx WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE, WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8083-76 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 #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 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. (1.6 KSI CMU) OR PER NOTE 1 (3.4 KSI CONCRETE) NOTE 2NOTE 1 .° 1 3,4" EXTERIOR INTERIOR MIN. ED (HEAD & SILL DETAILS A, B. C. D. G & H) TYP. 2x WOOD BUCK NOTE DETAIL E 3 1. WOOD BUCK, NOTE 3 INTERIOR ,/ter SEE NAILINI DETAIL F (JAMB DETAILS E, F & 1) TYPICAL FLANGE FRAME JAMB SECTIONS EXTERIOR CONCRETE ANCHOR, NOTE 1 WOOD ANCHOR, NOTE 2 114° 1/4" MAX. MAX, SHIM SHIl e 13MIN. MIN. 3.4 KSI, _ � E.D. TYP. e'. •. ;:.. • CONCRETE DETAIL C BUCK, ,DETAIL D NOTE 3 TYPICAL FLANGE FRAME SILL SECTIONS IV SEE NAILING 0 TECHNOLOGY DRIVE NOKOMIS, FL 34278 P.O. tiQX 93� NOxOMlB. FL 34274 DETAIL H (HEAD) NAILING .131 DIA. MIN, x 21/2° NAIL AT CORNERS AND S° O.C. TYPICAL DETAILS G, H & I. DETAIL G (SILL) '— SEE NAILING DETAIL I (JAMB) SAL INTEGRAL FIN FRAME SECTIONS INCHORAGE DETAILS ILUM. HORIZONTAL ROLLER WINDOW, IMPACI Hk7to Haff 11 it 4127-10 E asaddlog� ntneiw>iaa AccelltanceN. ox ato j. * ' NO. 58705 ' 0, • sTAIb F �tZ lS a SYnrcutr�iia.i7itr.E�\\ \` P.E.#83708