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WS-18-1843
Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Pe Permit NO. W S-7-18-1' 843 mt Permit Type: Windows/Shutters tortc Classification: Window/Door Replacem Permit Status: APPROVED issue'Date: 7/17/2018 Expiration: 01/13/2019 Parcel Number Applicant 321 NE 100 Street Miami Shores, FL 1132060135350 Block: Lot: JAMES & MARI KNUTT Owner Information Address Phone CeII JAMES & MARI KNUTT 321 NE 100 Street MIAMI SHORES FL 33138-2420 Valuation: Total Sq Feet: $ 18,000.00 0 Type of Work: REPLACE 14 WINDOWS WITH IMPACT WIND No of Openings: 14 Additional Info: Classification: Residential Scanning: 4 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Notary Fee Permit Fee Scanning Fee Technology Fee Total: Amount $10.80 $3.60 $2.40 $3.60 $5.00 $240.00 $12.00 $14.40 $291.80 Pay Date Pay Type Invoice # WS-7-18-68168 07/17/2018 Credit Card 07/09/2018 Credit Card Amt Paid Amt Due $ 241.80 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Fythermor, I authorize the above -named contractor to do the work stated. Authoriz d Signature.' Owner / Applicant / Contractor / Agent July 17, 2018 Date Building Department Copy July 17, 2018 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-308065 Scheduled Inspection Date: September 12, 2018 Inspector: Naranjo, Ismael Owner: KNUTT, JAMES & MARI Permit Number: WS-7-18-1843 Job Address: 321 NE 100 Street Miami Shores, FL Project: <NONE> Contractor: HOME OWNER Permit Type: Windows/Shutters Inspection Type: Window Door Attachment Work Classification: Window/Door Replacement Phone Number Parcel Number 1132060135350 Building Department Comments REPLACE 14 WINDOWS WITH IMPACT WINDOWS. Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. September 11, 2018 For Inspections please call: (305)762-4949 Peon 6 of 22 Value of Work for this Permit: $ b 1 6C)C • CIO BUILDING PERMIT/APPLICATION Ep UILDING ❑ ELECTRIC Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 ❑ ROOFING ❑PLUMBING ❑ MECHANICAL El PUBLIC WORKS JOB ADDRESS: Z ( J4 I oO sr City: Miami Shores County: Folio/Parcel#: RECEIVED JQL 0 9, 2018 BY- �l� FBC 201 Master Permit No. WS I &k A '1 3 Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS Miami Dade Zip: 331 3r t� ^ 3 2 f• -013 5 V Is the Building Historically Designated: Yes NO X. Occupancy Type: Load: OWNER: Name (Fee Simple Titleholder): Construction Type: Flood Zone: Maur t Kna.+- Address: 3 21 We ( 0 o sr BFE: FFE: Phone#: City: h I it fm1 SOJ ee . State: Tenant/Lessee Name: Phone#: 30� 7'13 - 05 ,1 Email: rn aVr t 1 e.51� � V Arai • Cjrwi CONTRACTOR: Company Name: Address: \ wvv\e oUN er Phone#: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration El New Repair/Replace ❑ Demolition Re?1 e Wilnowt W' 1v rack U yJo u s i�. Description of Work: Specify color of (color thru tile: Submittal Fee $ 5 6 . Scanning Fee $ Technology Fee $ Structural Reviews $ Permit Fee $ 21/4-/ O ' Coo Radon Fee $ 2- • L4 O Training/Education Fee $ CCF $ CO/CC $ DBPR $ 3 % Notary $ • GO Double Fee $ Bond $ TOTAL FEE NOW DUE $ a l `C I . �O (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: 1 certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 41 day of LamJUL/who , 20 I . by day of , 20 . by 4,6 (( � N YYt� 3�' g Iwis personally known to , who is personally known to me or who has produced.—D� GE Z (,IC�Nas me or who has produced as ident' nation and who did take an oath. identification and who did take an oath. NOT PUBLIC: NOTARY PUBLIC: Print: Sign: ( \fl �� d., 1'Y'vY V'Y Tint: Seal: r °o Notary Public State of Florida eal: > :g . Sindia Alvarez k 'c My Commission FF 156750 ). pal' ( Expires 09/03/2018 l' AAAILA A.' APPROVED BY Plans Examiner Structural Review Zoning Clerk (Revised02/24/2014) Property Search Application - Miami -Dade County Page 1 of 1 Summary Report Property Information Folio: 11-3206-013-5350 Property Address: 321 NE 100 ST Miami Shores, FL 33138-2420 Owner JAMES K KNUTT &W MARI L Mailing Address 321 NE 100 ST MIAMI SHORES, FL 33138-2420 PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 4/3/0 Floors 1 Living Units 1 Actual Area 2,513 Sq.Ft Living Area 2,216 Sq.Ft Adjusted Area 2,360 Sq.Ft Lot Size 11,500 Sq.Ft Year Built 1947 Assessment Information Year 2018 2017 2016 Land Value $345,138 $345,138 $287,615 Building Value $197,719 $200,458 $203,195 XF Value $33,191 $33,576 $33,961 Market Value $576,048 $579,172 $524,771 Assessed Value $213,643 $209,249 $204,946 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $362,405 $369,923 $319,825 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 1 AMD PB 10-70 LOTS 15 & 16 BLK 39 LOT SIZE 100.000 X 115 OR 15519-3087 0592 1 Generated On : 7/9/2018 Taxable Value Information 2018 2017 2016 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $163,643 $159,249 $154,946 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $188,643 $184,249 $179,946 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $163,643 $159,249 $154,946 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $163,643 $159,249 $154,946 Sales Information Previous Sale Price OR Book -Page Qualification Description 05/01/1992 $140,000 15519-3087 Sales which are qualified 03/01/1987 $108,000 13233-2159 Sales which are qualified 07/01/1982 $100,000 11503-1028 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: https://www.miamidade.gov/propertysearch/ 7/9/2018 M iami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 MA OWNER BUILDER DISCLOSURE STATEMENT NAME: &Y t DATE: /' -1pP ? ADDRESS: 3 ").-k e ( 0 0 st-• Do hereby petition the Village a of Miami Shares to act as my own contractor pursuant to the laws of the State of Florida, FS 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my awn contractor; I further understand that 1 as the owner must appear in person to complete all appkations. State Law requires construClion to be done by a ivied contractor. You have applied fora permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a License. You must supervise the construction yourself. You may build or enpraue a one-faroty or two-family residence. You may also build or improve a commercial bum at a cast of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. tt may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the taw will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. ft is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal kerning ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.CA and with -holdings lax and provide worlers` compensation for that employee, ail as prescribed by law. Your coon must comply with all applicable laws, ordinances, buildings axles and zone% regulations. Please read and initial each paragraph. 1. I understand that state law requires construction to be done by a licensed contractor and have apolled for an owner -builder permit under an exemption from the law. The exemption species that I, as the owner of the property ksted, may act as nay oven contractor with earn restrictions even though 1 do not have a license. 2. I understand that bnrlo% permits are not required to be signed by a property owner unless he or she is respcns0le for the construction arrd is not hiring a licensed contractor to assume respenolalty. WWI 3_ 1 understand that as an owner builder, I am the respenoble party of record on a permit_ I understand that 'Inlay protect myself from potential financial risk by hiving a licensed contractor and having the pernit Wed in his or her name instead of my own name. I also understand that the contractor is remained ed by law to be heensed in Florida and to list his or license =hem on permits and Mite „i 4. I understand that I may build or inwove a one family or two-farnity residence or a farm outbuddimg. 1 may also build or improve a commercial boding if the costs do not exceed $7SSOQ0 The buildrg or residence must be for my use or occupancy. It may not be bolt or substantially improved for sate or lease. If a budding or residence that 1 have bolt or substantially improved myself is sod or teased within 1 year after the construction is cnmpfote, the bw omit presume that I brut or substantially improved it for sabot lease, which violates the exemption. 5. I understand that, as the ownnerholder,1 mart provide direct. onsite supenvisit n of the coanson i on. lenitial 6. 1 understand that 1 may not hire an unlicensed person to act as my contractor or to supervise persons working on my budding or residence. It is my responsibility to ensure that the persons wham 1 employ tome the tense requited by law and by •,: or municipal end ere. gay po% OTARY ;� Or Ai 7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his are her awn labor and materials. I, as an on+er-hidden, may be held Fable and subjected to serious finandal risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those irj riex. N aim wilfully acting as an wooer-ba3kfer and am aware of the Emits of my imaurrarrce coverage for injuries to workers on my property. & 1 understand that 1 may not delegate the responsibility for supervising work to be a icensed contra who is not beeves to perform the work Bing done. Any parson waning en my budding who is not licensed mint work under my tweet supervision and must be employed by me, which means that 1 must comply with taw requiring the wit thalding of federal income tax and social security contribution render the Federal Insurance Contributions Act (FICA) and must provide ors compensation for the a npleyee. I understand that my failure to fdl>low these may subject to serious financial risk. 1r 9.. 1 agree that, as the party booby and financially responsible for this proposed Construction activity; I will abide by all applicable laws and requirement gamin owner -builders as well as ernp1ayeas. 'also understand that the Construction must coneply with all amicable laws. arrd'iinaae s. building codes. and roving regulations. ions. 1Q I understand that 1 may obtain more aefoc rnation regarding my oblrgations as an employer from the tnterrial Revenue Service, the United States Small Business Administration., and the Honda Department of Revenues l also understand that N may contact the Florida Construction Industry Waning Hoard at 850.487.139S or htkchistww. dhariNrro iibj"wrdexitaml 11 I am aware of and cement to; an owner -braider building permit applied fur in my name and understands that 1 am the party and financially responsible far the proposed amain/Ilion activity at the fWlbwring address: 32( NG too sT 12 1 agree to notify Miami Shores Village inunedately of any additions, deletions„ or changes to any of theme that I have provided an this dascdasuure. licensed contractors are regulated by laves designed to protect the public.. If you contract with a person • does not have a license. the Corastrduutron Industry licensing Board and Department rent of (Business and Professioraal Regtdairon maybe unable to asset you with any financial loss that you sustain as a result of corns -actor may be in civil court tt is also important far you to understand that, if an em5xennsed contractor or employee of an ire lvidual or firm is injured whale valid:Mg or your property. you maybe held liable for damages If you obtain an owner -builder permit and wish to hire a messed cantrattor. you veld be responsible for verifying whether the contractor is properly licensed and the status et the contractor's workers =opernaGoe coverage. Before a bakreng perms* can be issued. this dlsdosuute statement must be completed and signed by the property owner and returned to the kcal permitting agency ac-apxwnrafe for issuing the permit. A away of the property owner's drier license the netadeed signature of the property' owner, , or other type of vemifirratnon acceptable to the local permitting agency is reapunred when the permit is issued. Was acknowledged before me this :. day of T3U`-`A , 20 t e RY , who was personally known to me or who has Produced there License or V`CZ fJ S E as identification. r a a 'w w'r'"r' `T'VW l('b-NYtf1/1rr`{ Notary Public State of Florida d Sindia Alvarez My Commission FF 156750 k Expires 09/0312018 i�A ARJ�AA AA A A..$ 4.A.A Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for. Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical dip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: 7 q (g Mari Krug' Qu er/O er ignature Date Print Name RAMMS ENGINEERING, INC. // 2100 W 76 Street, Hialeah, Florida 33016 Robert S. Monsour, P.E. FI # 11955 / 0006024 DESIGN WIND LOADS IN PSF. Kd = .85 FLORIDA BUILDING CODE, 2017/ ASCE 7-10 WIND CODE, FOR 175 MPH WIND ZONE Interior & Exterior Zones (4&5 - Walls) Positive Pressures 1 Exposure C For the ' 175 mph Wind Zone CATEGORY'2.BLDG>' Height (Maximum) Effective Wind Area (or, Tributary Area) in Square Feet\ 10 20 30 40 50 t,," } 60 1.00 0.95 0.92 0.89 0 88•,, ` _.L_- 0.86 15 040.4 C38. 51 37.5 36.7 (36.1 '` ., \ 35.7 20 42.7 40.8 39.7 38.9 ,38.3 ' ,_,. 37.8 25 44.6 42.6 41.5 40.6 ! : .•`*1/4400/ 39.4 30 46.5 44.4 43.2 42.3 `41.7 41.1 40 49.4 47.2 45.9 44.9, \ ,144.2 43.6 50 51.8 49.4 48.1 747.1 46.4 45.1•••' 60 53.7 51.2 49.8 ' ,48, 8 48.1 '..' : 47.4.. _ Interior Zone (4 - Walls) Negative Pressures//" ) Exposure C For the 175 mph,,Wind•Zo e CATEGOR.IG Z BLD� • • Height (Maximum) Effective Wind Area (or,jributary Area) in Squrflztet :.' 10 20 , f ,30+ ti 40 ;.;.;;. 60 ••, •50 -1.10 -1.05 ;- - ‘°-1.02// -0.99 -0.98 : • :-0.9q._. 15 -43-.8 42.0',/ `; )-40:9'" -40.2 . -39.6: .' :-39.1 20 -46.4 -44!4 ` .. --43'.3 -42. 5 _ -41. 9 _ -41.4„ • 25 -48.4 -46.4 m, ``\‘-45.2 -44.4 -43.8 -43.2 30 -50.5 •``,248.4 -47.2 -46.3 -45.6 -45.1 40 -53.6 ,cs ,51$4 ,; -50.1 -49.1 -48.4 -47.8 50 -56.2' -53.8,.E -52.5 -51.5 -50.7 -50.1 60 -58.2., , -55„8 -54.4 -53.4 -52.6 -52.0 1 TN', '1 Exterior Zones (5 - Walls)_ Negative Pressures . Exposure C For the,/ 175 mph Wind Zone CATEGORY 2 BLDG / Height I, ( (Maximum) `.. ---•, \ Effective Wind Area (or, Tributary Area) in Square Feet 10,20 30 40 50 60 -�---1.40 -1.29 -1.23 -1.19 -1.15 -1.13 15, N 1 ;54.1' ¶ 50:4? -48.3 -46.8 -45.6 -44.7 20 ; ,N -57.2 -53.4 -51.1 -49.5 -48.3 -47.3 " 25 -59.8 -55.8 -53.4 -51.7 -50.4 -49.4 / 30 -62.3 -58.1 -55.7 -53.9 -52.6 -51.5 `/"N,\.40 -66.1 -61.7 -59.1 -57.2 -55.8 -54.6 ---,, `50> -69.3 -64.7 -61.9 -60.0 -58.5 -57.3 ,,'\ 60 -71.9 -67.0 -64.2 -62.2 -60.6 -59.4 of End Zone (a): 10% of least horizontal dimension or .4 h, whichever is'smaller, \„ but not less than 4% of least horizontal dimension or 3 ft. (h = mean roof height in feet -- -- THESE TABLES ARE NOT TO BB REPRODUCED fN WHOLE OR IN PART WITHOUT WRI 1 1 EN PERMISSION BY RAMMS ENGINEERING. ALSO, THESE TABLES ARE INVALID UNJ FRS SIGNED WITH BLUE INK AND SEALED BY ROBERT MONSOUR. W . • . . . • . V . • . . • . DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive ML&MI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 Www.mismidade.2ov/economy North Venice, FL 34275 • • • • • • SCOPE: •••• • • • • • • This NOA is being issued under the applicable rules and regulations goventiv Crouse of cons;ructiotn materials. The documentation submitted has been reviewed and accepted by NlI th1 made County RER *- Product Control Section to be used in Miami Dade County and other areas wheret.1Med by.t'hh•Aythority •This NOA shall not be valid after the expiration date stated below. The Miairit�ade County Product Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Mig.i,41,4.de Count) reserve • the right to have this product or material tested for quality assurance purposes. if tliis:prodtt or.materi41 • fails to perform in the accepted manner, the manufacturer will incur the expense of such testinr and t ie Al -LT • may immediately revoke, modify, or suspend the use of such product or nnateria1. t n their jet risdictioia. • RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Pratluat Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Series "CA-740"-0utswng Aluminum Casement'-Wifidot rL.M0 APPROVAL DOCUMENT: Drawing No. MD-CA740-LM. titled "Casement Window Details - LM & SM", sheets 1 through 11 of 11, dated 08/08/12, with revision C dated 05/25/17, 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 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 and renews NOM 16-0629.21 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. •• • • • • Having Jurisdiction (AHJ). -,... , APPROVED ,NOA No717=0614:14: Expiration Date: April 11, 2023 Approval Date: September 14, 2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 12-1218.09) .... 2. Drawing No. MD-CA740-LM, titled "Casement Window Details.;-•LM 8.7$1VFi sheets 1 through 11 of 11, dated 08/03/12, with revision C datetl•05i5/177tign4d and sealed by Anthony Lynn Miller, P.E. •• • .... • . . B. TESTS • • 1. Test reports on: 1) Uniform Static Air Pressure Test, Loadingpt•P13C, 21V-94 • 2) Large Missile Impact Test per FBC, TAS 2:01 74 • • • • 3) Cyclic Wind Pressure Loading per FBC, TSB 20� -94 • • • • • along with marked -up drawings and installation diagram of a.PV( slidirleg1Ms door, a PVC fixed window and an aluminum sliding glass door, usurg: I4odispaee $SG TPV•••: spacer system, Duraseal® spacer system, Super Spacer® NXTTM spacer systent and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No. 16-0629.21) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC. TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of a series CA740 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL-7065, dated 10/05/12, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 12-1218.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 66 Edition (2017), dated 06/09/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Manuel P P.E. Product Contro Exam ner NOA No. 1 0 4.14 Expiration Date: April 11, 2023 Approval Date: September 14, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 0d419/17, expiring on •07/08/19. • ••• •••••• •2. Notice of Acceptance No. 14-0916.11 issued to Kuraray Ameffca,Inc. fol.stil tr "Kuraray SentryGlas® (Clear and White) Glass Interlayete' j1 ed 06/25/DD, expiring on 07/04/ 1 8. • • • • •• • • • • • • . •••• •••• F. STATEMENTS • •• • • • • • • • • • 1. Statement letter of conformance, complying with FBC 5th L$ifion (2011)•gnd with FBC 6th Edition (2017), dated August 29, 2017, issued by Itantifcturer, signed anal • sealed by Anthony Lynn Miller, P.E. . • • 2. Statement letter of no financial interest, dated June 9, 2015, issue by metriu acturer, • signed and sealed by Anthony Lynn Miller, P.E. • • • 3. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. 16-0629.21) G. OTHERS 1. Notice of Acceptance No. 16-0629.21, issued to PGT Industries, Inc. for their Series "CA-740" Outswing Aluminum Casement Window - L.M.I." approved on 08/11/16 and expiring on 04/1 1/18. Manuel P P.E. Product Contro a iner NOA No. -0614.14 Expiration Date: April 11, 2023 Approval Date: September 14, 2017 E-2 MIAMI-DADE DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 Having Jurisdiction (AHJ).• • •• ••• •• • This NOA shall not be valid after the expiration date stated below. The Miami -Dade Cbtinty ProGQet'Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dada tolfniy) reserve the right to have this product or material tested for quality assurance purposes. If this poduc� nor matQaiai £ails tE perform in the accepted manner, the manufacturer will incur the expense of such•tresting and the AHJ mad immediately revoke, modify, or suspend the use of such product or material within their jurisdlMg! RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Series "CA-640F Fixed Casement" Aluminum Fixed Window - N.I., APPROVAL DOCUMENT: Drawing No. 1YD-CA640E-NI, titled "Fixed Casement Window Details - NI", sheets 1 through 10 of 10, dated 08/08/12, with revision C dated 05/25/17, 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: None. LABELING: Each unit shall bear a permanent Iabel 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 and renews NOA# 16-0629.20 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIA III-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315 2590 F (786) 3 1 2599 www.miamidade.gov!economy . •... • • • • •• • ••• • . SCOPE: • • • This NOA is being issued under the applicable rules and regulations governing.aase of copstructioq • materials. The documentation submitted has been reviewed and accepted by MiaivirDade Coalay RER Product Control Section to be used in Miami Dade County and other areas where &Mewed by %)ia Authority.. •. - • • I? NOA No. 17-0614.13 Expiration Date: April 11, 2023 Approval Date: October 12, 2017 Page 1 • •• PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. . • .. (Submitted wider NOA No. 12-1218.12) • • • • • • • • Drawing No. MD-CA640E-NI, titled "Fixed Casement Windc•w•D tails .aI".sheets • • 1 through 10 of 10, dated 08/08/12, with revision C date4.0.1/'?+3/ 17, prep by b • manufacturer, signed and sealed by Anthony Lynn Miller, P.E. • .... .... B. TESTS . .. 1. Test reports on: 1) Unifolni Static Air Pressure Test, Loading pe768C, TAs2o2-94 2) Large Missile Impact Test per FBC, TAS 2V•11121: • 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 • along with marked -up drawings and installation diagram of a'1:yC lidinggliss dooi, a PVC fixed window and an aluminum sliding glass door, using: Kodisp ! G TPS spacer system, Duraseal® spacer system, Super Spacer® NXTT I spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No. 16-0629.20) 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 along with marked -up drawings and installation diagram of a series CA640F aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL-7060, dated 09/07/12, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 12-1218.12) 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) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of a series CA-740 outswing aluminum casement window mulled to a fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3579, dated 10/03/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA No. 12-1218.12) Manue ' er: z, P.E. Product Cont 01 E miner NOA No. -0614.13 Expiration Date: April 11, 2023 Approval Date: October 12, 2017 E - 1 • .• PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test. Loading per FJ3C, T4.,0-94 31 Water Resistance Test, per FBC, TAS 202 9.l.' . •. . .' .. . 5. 4) Large Missile Impact Test per FBC, TAS 21E01,14• 5) Cyclic Wind Pressure Loading per FBC, TAS .01-94 • 6) Forced Entry Test, per FBC 2411.3.2.1, anti Xr $•202-9=;::: • along with marked -up drawings and installation diagram of a ies.CA-";4041utswing.;.•• aluminum casement window mulled to a fixed window, pirepsti+ed by'I+oxestratioei Testing Laboratory, Inc., Test Report No. FTL-3580, dat P •1;0/p3/02, signed and sealed by Joseph Chan, P.E. • . • . . • 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 a series CA-740 aluminum fixed window mulled to a projected window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3724, dated 02/28/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA No. 12-1218.12) • • • •. (Submitted under NOA No. 12-1218.12) •.. •. . .. . C. CALCULATIONS 1. Anchor verification calculations and•structural analysis, complying with FBC 5th Edition (2014), and with the FBC 6th Edition (2017), dated 06/09/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E-2 Manuel rez, Product Contro Exam' NOA No. 1- Expiration Date: April 11, 2023 Approval Date: October 12, 2017 . PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5`h Edition (201Lad with FBC 6th Edition (2017), dated August 29, 2017, issued by nianufacturei.,.ue12d an4 • • •ii sealed by Anthony Lynn Miller, P.E. • • • • • • • •• •• • 2. Statement letter of no financial interest, dated June 9. 2015, 151i'd by manutircturer, • signed and sealed by Anthony Lynn Miller, P.E. ' .••• •••• • • 3. Proposal No. 16-0125 issued by the Product Control Section, c tc‘i•lt4Iarch•Qq•M016, signed by Ishaq Chanda, P.E. ' • • • • • • (Submitted under previous NOA No. 16-0629.20) • • • • • • • • • • • • • • G. OTHERS • • • • 1. Notice of Acceptance No. 16-0629.20, issued to PGT Industries,. hc, for thou Series • • "CA-640F Fixed Casement" Aluminum Fixed Window - N.I." approved o% i1/16 and expiring on 04/11/18. Manuel Pe , .E. Product Control r xam:ner NOA No. 1 i , • .13 Expiration Date: April 11, 2023 Approval Date: October 12, 2017 E-3 GENERAL NOTES: SERIES 740 IMPACT -RESISTANT CASEMENT WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLE 3, SHEET 4. 4) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON TABLE 3, SHEET 4. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL/ CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FTL-7065, 3579, 3580, 3724, ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. TABLE 1: Glass Types Sheet # 1 5/16" Lami (1/8 An - .090" PVB - 1/8 An) 5 2 7/16" Lami (3/16 An - .090" SG - 3/16 An) 6 3 7/16" Lami (3/16 HS - .090" SG - 3/16 HS) 7 4 7/8" Lami. IG (1/8" An - 7/16" Air - 1/8" An - .090" PVB - 1/8" An) 5 5 7/8" Lami. IG (1/8" T - 7/16" Air - 1/8" An - .090" PVB - 1/8" An) 8 6 7/8" Lami. IG (3/16" An - 1/4" Air - 3/16" An - .090" SG - 3/16" An) 9 7 7/8" Lami. IG (3/16" An - 1/4" Air - 3/16" HS - .090" SG - 3/16" HS) 7 8 7/8" Lami. IG (3/16" T - 1/4" Air - 3/16" An - .090" SG - 3/16" An) 9 9 7/8" Lami. IG (3/16" T - 1/4" Air - 3/16" HS - .090" SG - 3/16" HS) 7 "PVB"= TROSIFOL® PVB BY KURARAY AMERICA, INC. "SG"= SENTRYGLAS BY KURARAY AMERICA, INC. DESIGN PRESSURE RATING IMPACT RATING VARIES, SEE SHEETS 5-9 RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE 4" MAX. A 69" VISIBLE LIGHT HEIGHT (DLO) 4" MAX. 37" WIDTH 25.476" MAX. O.C. IF WIDTH IS UNDER 33.476" (HEAD & SILL B, SEE SHEET 2 — I l \ II I\ I I I \ \ , \ 7 \ c ., l i7 / / / / /1 r \ 4 17-1/2" MAX. A, SEE O.C. SHEET 2 6" MAX. O.C. h USE ANCHOR \1 PAIR AT EACH JAMB IF HEIGHT IS 26" OR OVER 5/16" LAMINATED GLASS STACK 1 /8" ANNEALED GLASS EXTERIOR \ GLASS TYPE 1 7/8" NOM. GLASS STACK 7/16" AIRSPACE 1/8" ANNEALED OR TEMPERED GLASS EXTERIOR 76" HEIGHT B 14-1/2" MAX. O.C. IF WIDTH IS 33.476" & OVER (HEAD & SILL) 30" VISIBLE OPENING (DLO) TYP. ELEVATION OF CASEMENT WINDOW CODES / STANDARDS USED: •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ASTM E1300-04 •ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADM-2015 •AISI S100-12 •AISC 360-10 GENERAL NOTES 1 ELEVATION 1 GLAZING DETAILS 1 INSTALLATION 2 ASSEMBLY TUBE DETAILS 3 ANCHOR SPECIFICATIONS 4 ANCHOR QUANTITIES 4 DESIGN PRESSURES 5-9 ASSEMBLY DETAILS!BOM 10 EXTRUSIONS/SPACER 11 `o0i11111/7, N� LYNN •��,1GENSF • . �� �� *• No. 58705 * J %" • • SAEI O �� .•�tORID?••• �� // /ONA` \ ,7/I1t11(00' A. LYNN MILLER, P.E. P.E.# 58705 .090" TROSIFOL0PVB BY KURARAY AMERICA, INC. 1/8" ANNEALED GLASS 4 11/16" GLASS BITE 5/16" LAMINATED GLASS STACK 1 /8" ANNEALED GLASS .09D"TROSIFOL®PVB 1/4" AIRSPACE BY KURARAY 3/16" ANNEALED AMERICA, INC. GLASS 7/16" LAMINATED GLASS STACK 3/16" ANNEALED OR HEAT -STRENGTHENED GLASS EXTERIOR .090" SG® BY KURARAY AMERICA, INC. 3/16" ANNEALED OR HEAT -STRENGTHENED GLASS 4 11/16" GLASS BITE GLASS TYPES 2 & 3 1/8" ANNEALED GLASS 7/8" NOM. GLASS STACK 4 EXTERIOR 11/16" GLASS BITE f GLASS TYPES 4 & 5 7/8" NOM. GLASS STACK 1/4" AIRSPACE 3/16" TEMPERED GLASS-. �38 � EXTERIOR t • • 7/16" LAMINujjD • • GLASS SIA.C: • • • •4 • 111/16" ANNFA>,ED qR • • — TEAT -STRENGTHENED GLASS • i • •• • • • .090"SG.BYKURARAY AMERICA, INC. • •••• • 11116" ANNttI•ED OR HEAT-STRENG1AENEO GL.4g5• • • •.• • • • •• •• • • • • ••1s /16" •GLAS$ BITE •6 • • . •'10•••• • GLASS TYPES 6 & 7 7/16" LAMINATED GLASS STACK 3/16" ANNEALED OR /HEAT -STRENGTHENED GLASS .090" SG® BY KURARAY •4 AMERICA, INC. 3/16" ANNEALED OR — HEAT -STRENGTHENED GLASS T 11/16" GLASS BITE 32 / t50 GLASS TYPES 8 & 9 Revised Sy: JR Dote: 05/25/17 Revision: UPDATED ANCHORAGE PER FBC 2017. •• • • • • •• . • • • • • • Revised Ey: Dote: Revision: :.vt?JC`; REVISED FiUrriCICI F'uii,Tsr, CA)Li_ tom} L y AC'Cerl3f1('e 6 �!." OC2Fgt F 14" r: i13�'2 Date ate. 4:3 1-r-- t&72.5 J 1070 TECHNOLOGY DRIVE N. VENICE, FL .34275 (g4 I) 480-1600 COPYRIGHT © 2C17 PG1 INDUSTRIES. INC. ALL RIGHTS RESERVED Description: GLAZING DETAILS Drown 8y: J ROSOWSKI 1 it!e: CASEMENT WINDOW DETAILS - LM & SM CERT. OF AIJTH. #29296 Series/.Model: CA-740 Scale: NTS Sheet: 1 OF 11 Drawing No. Dote: 08/08/12 Rev: C M D-CA740- LM INSTALLATION OPTION 1 INSTALLATION ANCHORS INTO 2X WOOD. EXTERIOR a EDGE DISTANCE AS REQUIRED PER TABLE 3, SHEET 4 WINDOW HEIGHT 3 0 ATTACHED TO FRAME JAMB ATTACHED TO VENT JAMB VISIBLE LIGHT HEIGHT (DLO) 81 • ATTACHED TO FRAME JAMB ATTACHED TO VENT JAMB TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 4. INSTALLATION OPTION 3 INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO MASONRY. 08 82) 2 39 CONCRETE PER ANCHOR REQUIREMENT . 0 89 EDGE DISTANCE EMBEDMENT 62 CD JAMB HARD- WARE CONCRETE/CMU PER ANCHOR REQUIREMENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 4. BUCK HEIGHT ATTACHED TO FRAME JAMB /a® 1 .a L EDGE DISTANCE EMBEDMENT OPTIONAL ADDON FLANGE @ HEAD, SILL & JAMBS NOTES: 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 3, SHEET 4. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL. UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. MAXIMUM SHIM THICKNESS TO BE 1/4". 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET. 1/4" MAX SHIM EMBEDMENT r EDGE DISTANCE VERTICAL SECTION B-B 15Q 6) INSTALLATION OPTION 2 INSTALLATION ANCHORS DIRECTLY INTO MASONRY. 1/4" MAX SHIM SEE DETAIL Al, BELOW ATTACHED TO VENT SILL / FOR SNUBBER REQUIREMENTS, SEE TABLE 4, SHEET 4. -I1 i BUCK WIDTH ATTACHED TO RAME SILL BELOW OPERATOR ARM ATTACHED TO VENT SILL VISIBLE LIGHT WIDTH (DLO) WINDOW WIDTH INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL. •• • HORIZONTAL SECTION A -A ti — r i� 10" MAX. 01111 II/01 N•( LYNN ,'% ,..... Mil • ' ocENSF T om' No. 58705 !�Q ST T • ��\� cK` •.F(-ORID?,••- • \. SSIO'r 1E 1111 A. LYNN MILLER, P.E. P.E.# 58705 10" MAX. f l L-- SEE DETAIL A2 BELOW L ® Revised By JR NOTES: 1) WHEN INSTALLING COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10" MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW: Additional Anchors Required on each Side of the Frame Assembly Tube (FAT) Vert. FAT Window Width Anchor Type A B, C & D 17" - 25.9" 1 0 26"+ 1 1 1— u_ -1 o = Window Height Anchor Type A B, C & D 17" - 25.9" 1 0 26"+ 1 1 Dote: Revision: 05/25/17 NO CHANGES THIS SHEET. STEEL SELF -DRILLING SMS, SEE TABLE 3, SHEET 4. EDGE DISTANCE •••• • • • •• DADS' AP'RSiVED • AULLION,ALUM INUM••, ••••••••"'•'•STEEL •F•R1MING OR. •• •• ••••• •ST�F IM.•• ))�ERIOR '••• • • •.• •• . • EGRESS FORMULA$:.•. • WIDTH, WASH HIIIGE:N/VI DOW YVIDTH - 13-1/2 ' WIDTH, EGRESS IJINGE,iWINDOWIAOA'Til-I - 7-1/2 "• HEIGHT: WINDOW H CH:T - 6 • • •• • ••••, • • . • • • • VISIBLE LIGHT FORMULAS: WIDTH: WINDOW WIDTH - 7 HEIGHT: WINDOW HEIGHT - 7 •• • Revised By Dote: Revision: `Rt DU ?'REV1S€ 1i us comp4ris ':itn wee. t _sasiu1 . Code „ i < •Fatioa Dale Y„dC Pr« c440 {3Q44r9I,. 1C7' TECHNOLOGY DRIVE N. VENICE, FL 34275 (941) 480-1600 COPYRIGHT © 2017 PGT INDUSTRIES. INC. ALL RIGHTS RESERVED Description: Drown By: CROSS SECTIONS & INSTALLATION J ROSOWSKI Tiffe: CASEMENT WINDOW DETAILS - LM & SM Dote. 08/08/12 CERT. OF AUTH. #29296 Series/vtodei: Score: Sheet: ()rowing No. CA-740 NTS 2 OF 11 MD-CA740-LM Rev: C i • • • • • • CASEMENT (X) WINDOW HEIGHT IWINDOW kk WIDTH 740 SERIES CASEMENT —" EXTERIOR WINDOW FOR SINGLE UNITS: I -1) DETERMINE YOUR WINDOW SIZE AND GLASS. 2) KNOWING YOUR ANCHOR TYPE AND SUBSTRATE, DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. 3) FROM SHEETS 5-9, FIND THE SHEET FOR YOUR GLASS TYPE. FIND THE PRODUCT'S DESIGN PRESSURE FROM THE TABLE LABELED "DESIGN PRESSURE (PSF) FOR SINGLE WINDOWS, ALL ANCHOR GROUPS". 4) DIMENSIONS SHOWN ARE TIP -TO -TIP. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 5) USING THE TABLE LABELED 'WINDOW ANCHORS REQUIRED" (TABLE 2, SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YOUR WINDOW. 6) INSTALL AS PER THE INSTRUCTIONS ON SHEET 2. CASEMENT / CASEMENT (XX) FIGURE 1: f H- 10", SEE NOTE 7, THIS SHEET 1 / C C \ 4V 10", SEE NOTE 7, THIS SHEET Y f 740 740 SERIES FRAME SERIES CASEMENT ASSEMBLYCASEMENT WINDOW TUBE 740 SERIES CASEMENT — EXTERIOR WINDOW Ai tvioiol: WINDOW MIN. # 12 X 1" SMS THROUGH INSTALLATION HOLES ( AWNING / CASEMENT / FIXED CASEMENT (XXO) MIN. # 12 X 1" SMS THROUGH INSTALLATION HOLES FIGURE 2: ///\ L L_ 740 SERIES AWNING WINDOW" -�- D FRAME l--- ASSEMBLY TUBE --- D -� E 740 SERIES CASEMENT WINDOW FRAME ASSEMBLY -�E TUBE 740 SERIES FIXED WINDOW* *SEE PRODUCTS NOA FOR INSTALLATION SPECS 740 SERIES AWNING WINDOW* FRAME ASSEMBLY TUBE 740 SERIES CASEMENT WINDOW EXTERIOR HORIZONTAL SECTION C-C FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION D-D FRAME `N— 740 SERIES ASSEMBLY CASEMENT TUBE WINDOW EXTERIOR 740 SERIES CASEMENT WINDOW FRAME ,ASSEMBLY TUBE MIN. # 12 X N._1" SMS THROUGH INSTALLATION HOLES VERTICAL SECTION E-E 740 SERIES FIXED CASEMENT WINDOW* 1) DETERMINE EACH INDIVIDUAL WINDOW TYPE, SIZE AND GLASS MAKEUP, SEE FIGURES 1 & 2, THIS SHEET. DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. 2) FROM SHEETS 5-9, FIND THE SHEET FOR YOUR GLASS TYPE. 3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED "DESIGN PRESSURE (PSF) FOR WINDOWS ATTACHED TO A VERTICAL FRAME ASSEMBLY TUBE" OR 'DESIGN PRESSURE (PSF) FOR WINDOWS ATTACHED TO A HORIZONTAL FRAME ASSEMBLY TUBE", DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED. THIS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY, AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY. DIMENSIONS SHOWN ARE TIP -TO -TIP. FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 4) USING THE TABLE LABELED "WINDOW ANCHORS REQUIRED" (TABLE 2, SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YOUR WINDOW. 5) INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3. NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED (SEE SHEET 2), AND THAT MIN. #12 X 1" ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE (SEE DETAILS ON THIS SHEET). PRODUCT REV1.x _ r lying with txs, Building; Cede Acceptance N' iixpiration Date FRAME ASSEMBLY TUBE NOTES: 1) DIMENSIONS SHOWN ARE TIP -TO -TIP DIMENSIONS FOR EACH INDIVIDUAL WINDOW. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 2) ANY 740-SERIES PRODUCT (CASEMENT, AWNING OR FIXED CASEMENT) MAY BE ATTACHED TO THE FRAME ASSEMBLY TUBE. FOR ALL WINDOWS, USE THE WINDOWS NOA FOR ANCHORAGE, SIZE AND DESIGN PRESSURE LIMITATIONS. 3) ALL WINDOWS IN THE COMBINATION UNIT MUST BE ABLE TO INDIVIDUALLY COMPLY WITH THE REQUIREMENTS OF THEIR RESPECTIVE NOA. 4) FRAME ASSEMBLY TUBE TO BE FASTENED TO WINDOW, AS SHOW IN DETAILS, WITH MIN. #12 X 1" SHEET METAL SCREWS. USE THE SAME SPACING AND QUANTITY AS THE OPPOSITE FRAME MEMBER. 5) THE FRAME ASSEMBLY TUBE MAY NOT EXCEED 62" IN LENGTH (AS USED IN A 63" FLANGED WINDOW) OR BE USED IN TEE OR CROSS CONFIGURATIONS. 6) THE FRAME ASSEMBLY TUBE IS NOT REQUIRED TO BE CLIPPED TO THE SUBSTRATE. ALL EXTERIOR JOINTS TO BE SEALED BY INSTALLER. 7) FOR ALL COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10" MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW: Additional Anchors Required on each Side of the Frame Assembly Tube (FAT) Vert. FAT Window Width Anchor Type A B, C & D 17" - 25.9" 1 0 26"+ 1 1 r- Window Anchor Type u_ Height A B,C&D "' 0 17"-25.9" 1 0 = 26"+ 1 1 . . 1• • • • • • • • • • • • • • .•• • • • • • • •• •• 5 0 O co 0 O 2 � J_ Q 1—• Lil co If• •• Ca • LU (1) co Q U oLL .•V) ••c8 • r•40 ••.�- • ••W • • •• •p ••z_ Z W W (1) Q U • • • • • CERT. OF .AUTH. 129296, NY LYNN -• \GEMS •. •.. • * No. 58705 *z 10 • STATE bF , . �/ -% .••.'�LORIOP.•••G\=� :'',,' 1ONAL E� / A` LY111i✓! MIEI. R,\P.E. P.E.# 58705 TABLE 4: Window Anchors Required Window Width (in) under23" 25-15/16" 27-3/4" 30' 33-1/2" 35" 37" Anchor Group Anchor Group Anchor Group Ancho Group Anchor Group Ancho Group Ancho Group A BCD ABCD ABCD A BCD A BCD A BCD A 8 CD Window Height (in) under 23" Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Head/Sill 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 2 2 4 3 3 3 5 3 3 3 25-15/16" Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Head/Sill 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 2 2 5 3 3 3 5 3 3 3 38-3l8" Jamb 6 4 4 4 6 4 4 4 6 4 4 4 6 4 4 4 6 4 4 4 6 4 4 4 6 4 4 4 Head/Sill 2 2 2 2 3 2 2 2 3 2 2 2 4 3 2 2 4 3 3 2 5 3 3 3 5 4 3 3 48" Jamb 6 4 4 4 8 6 4 4 8 6 4 4 8 6 4 4 8 6 4 4 8 6 4 4 8 6 6 4 Head/Sill 2 2 2 2 3 2 2 2 3 2 2 2 4 3 2 2 4 3 3 2 5 3 3 3 5 4 3 3 50-5/8" Jamb 8 6 4 4 8 6 4 4 8 6 4 4 8 6 4 4 10 6 6 4 10 6 6 4 10 6 6 4 Head/Sill 2 2 2 2 3 2 2 2 3 2 2 2 4 3 2 2 4 3 3 2 5 3 3 3 5 4 3 3 60" Jamb 8 6 6 4 10 6 6 4 10 6 6 4 10 8 6 4 12 8 6 4 12 8 6 4 12 8 6 4 Head/Sill 2 2 2 2 3 2 2 2 3 2 2 2 4 3 2 2 4 3 3 2 5 3 3 3 5 3 3 3 63" Jamb 10 6 6 6 10 6 6 6 10 8 6 6 12 8 6 6 12 8 6 6 12 8 6 6 12 8 6 6 Head/Silt 2 2 2 2 3 2 2 2 3 2 2 2 4 3 2 2 4 3 3 2 5 3 3 3 5 3 3 3 72' Jamb 10 8 6 6 12 8 6 6 12 8 8 6 14 8 8 6 14 8 8 6 14 8 8 6 14 8 8 6 Head/Silt 2 2 2 2 3 2 2 2 3 2 2 2 4 3 2 2 4 3 2 2 5 3 3 3 5 3 3 3 76" Jamb 12 8 6 6 12 8 8 6 14 8 8 6 14 10 8 6 14 10 8 6 14 10 8 6 14 10 8 6 Head/Sill 2 2 2 2 3 2 2 2 3 2 2 2 4 3 2 2 4 3 2 2 4 3 3 3 5 3 3 3 84" Jamb 12 8 8 6 14 10 8 6 14 10 8 6 16 10 8 6 16 10 8 6 Head/Sill 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 2 2 1) USE THIS TABLE FOR ALL WINDOWS PER THE ELEVATIONS ON SHEET 1. DIMENSIONS SHOWN ARE WINDOW TIP -TO -TIP. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. Group Anchor Substrate Min. Edge Distance Min. O.C. Distance Min. Embedment Anchor Plate Required? A #12, steel SMS (G5) S. Pine 5/8' 1" 1-3/8" No 6063-T5 Alum. 3/8" 5/8" .063" No A36 Steel 3/8" 5/8" .050" No A653 Stud, Gr. 33 3/8" 5/8" .045", 20 Ga. No #14, steel SMS (G5) or #14, 410 SS SMS S. Pine 5/8" 1" 13/8" No 6063-T5Alum. 3/8" 5/8" .063" No A36 Steel 3/8" 5r8" .050" No A653 Stud, Gr. 33 3/8" 518" .045", 20 Ga. No 8 1/4" steel Ultracon 2.85k Concrete 2-1/2" 4" 1-3/8" No Hollow Block 1" 6" 1-1/4" No Hollow Block 2-1/2" 5" 1-114" No C 1/4" steel Ultracon Hollow Block 1" 6" 1-114" Yes 1/4" 410 SS CreteFlex 3.35k Concrete 1" 5" 13/4" No Hollow Block 2-1/2" 5" 1-1/4" No D #12, steel SMS (G5) or #12, 410 SS SMS S. Pine 5/8" 1" 1-3/8" Yes 6063-T5 Alum. 3/8" 5/8" .0713" Yes A36 Steel 3/8" 5/8" .050" Yes A653 Stud, Gr. 33 3/8" 5/8" .045", 18 Ga. Yes #14, steel SMS (G5) or #14, 410 SS SMS S. Pine 5/8" 1" 1-3/8" Yes 6063-T5 Alum. 3/8" 5/8" .0713" Yes A36 Steel 3/8' 518" .050" Yes A653 Stud, Gr. 33 3/8" 5/8" .045", 18 Ga. Yes 1/4" steel Ultracon 2.85k Concrete 1" 4" 1-3/4" Yes 2.85k Concrete 2-1/2" 4" 1-3/8" Yes Hollow Block 2-1/2" 5' 1-1/4" Yes Filled Block 2-1/2" 4' 1.3/4' Yes 1/4" 410 SS CreteFlex 3.35k Concrete 1" 6' 1-3/4' Yes 3.35k Concrete 2-1/2" 6' 1" Yes Hollow Block 2-112" 6" 1-1/4" Yes 5/16" steel Ultracon 3.5k Concrete 1-1/4" 5' 1-3/4" No Hollow Block 3-1/8" 5" 1-1/4" No Filled Block 2-1/2" 5" 1-3/4" No 1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE, CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL SUBSEQUENT TABLES IN THIS APPROVAL, 2) ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. 3) ANCHORS MAY BE HEXHEAD, PANHEAD OR FLATHEAD. 4) FOR STEEL STUDS. MIN. FU = 45 KSI, MIN FY = 33 KSI. Jamb Snubber Locations Glass Type: PVB (Types 1, 4 & 5) SG (Types 2, 3 & 6-9) Wndow Height 63" and Tess None Required 12" max. from each end & 30" max O.C. over 63„ 12" max. from each end & 30" max O.C. 12" max. from each end & 30" max O.C. PRODUCT REVISED .Ts crnpiyitig with the Florida a:.ii{diu: Lode 1 Oro1g • ai4 .-ceptance rk 1 r, is"atic;r 3 z T2143 Dade Pro t co,. "PVB"= TROSIFOL® PVB BY KURARAY AMERICA, INC. "SG"= SENTRYGLAS®BY KURARAY AMERICA, INC. EXAMPLE 1: FOR WINDOW COMBINATION SHOWN BELOW; 7/16" HEAT -STRENGTHENED, LAMINATED GLASS, 1/4" MASONRY ANCHORS INTO CONCRETE, +70/-85 PSF DP REQUIRED CASEMENT ANCHORS: A) FROM TABLE 12, ANCHORS C & D ALLOW A DP OF +70/-90. B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE IF USING THE CRETEFLEX ANCHOR. C) FROM TABLE 2, 6 ANCHORS ARE REQUIRED IN EACH JAMB. D) SIMILARLY, 2 ANCHORS ARE REQUIRED IN THE HEAD & SILL. E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. F) PER RULES ON SHEETS 2 & 3, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE SIDE OF THE AWNING (HEAD & SILL). FIXED CASEMENT ANCHORS: A) FROM TABLE 11, A 34" X 61" FIXED CASEMENT WINDOW HAS A DESIGN PRESSURE OF +70/-90 USING ANCHORS C OR D. B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE IF USING THE CRETEFLEX ANCHOR. C) FROM TABLE 2A, 6 ANCHORS ARE REQUIRED IN EACH JAMB. D) SIMILARLY, 3 ANCHORS ARE REQUIRED IN THE HEAD & SILL. E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. F) PER RULES ON SHEET 2, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE SIDE OF THE FIXED CASEMENT (HEAD & SILL). Material Min. Fy Min. F m Steel Screw 92 ksi 120 ksi 410 Screw 90 ksi 110 ksi Elco UltraCon® 155 ksi 177 ksi 410 SS Elco CreteFlex® 127.4 ksi 189.7 ksi 6063-T5 Aluminum 16 ksi 22 ksi A36 Steel 36 ksi 58 ksi Gr. 33 Steel Stud 33 ksi 45 ksi SAMPLE CONFIGURATIONS: X 0 Jr O f 4- 10.6" 61" 4,. NOT ALLOWED WITH FRAME ASSEMBLY TUBE 10" -r~{ 4" 10" 0- H 4" b �', / /— t - i - //'; I f " 26„ LH1313H 34" 10.6" j • • • • • • • • • • • • • • • • • • • • • ▪ ••• ▪ • •• •• • •• tIIII 2 • • •J • r •••o) • ••w • 0 r+ • Z Z w w Q 1//// oNY LYNN ''% * 58705 c0 J r o Q z U a r LJJ O C • o l i r • t••• • o • 6• • • • .c •• • V• • • Q �0 CERT. OF AUTH, #29296 :*:: • • • • ///llttjl\ A. LYNN MILLER, P.E. P.E.# 58705 9 - 14 FOR GLASS TYPES: Design Pressure (psf) for Single Windows, All Anchor Groups Window Width under 23" 1 5-15/16.. 27-3/4" 30" 33-1/2" 35" 0, 37 J Window Height under 23" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 25-15/16" +70/-90 +70/-90 +701-90 +701-90 +70/-90 +70/-90 +70/-90 '-383/8", = +70/-90 (+70/-901 +70/-90 +70/-90 +70/-90 +70/-90 &+70/-90/ 48" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-91 f50-5/8", +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 070/-89:24 60" +70/-90 +70/-90 +701-90 +70/-88.5 +70/-80.6 +70/-77.7 +70/-74.3 63" +70/-90 +70/-90 +70/-90 +70/-84.3 +70/-76.5 +70/-73.7 +70/-70.1 72" +70/-90 +70/-87.2 +70/-77.7 +60/-71.5 +60/- 62.4 +60/- 60.9 +/- 59.3 76" +70/-90 +701-84.6 +70/-75.7 +/-67.3 +/- 58.9 +/- 57.2 +/- 55.6 84" +70/-90 +70/-80.4 +70/-71.3 +60/-62.1 +/- 54.2 1) 5/16" LAMI (1/8 AN - .090" PVB - 1/8 AN) 4) 7/8" LAMI. IG: (1/8" AN - 7/16" AIR - 1/8" AN - .090" PVB - 1/8" AN) "PVB". TROSIFOL®PVB BY KURARAY AMERICA, INC. WINDOW HEIGHT WINDOW WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. PRODUCT' P.EV/SEDy?{,�� s c 1oply 115 with Arida ,c.cc.pta N Coe -0 i4. 4-' F.x.-acation Date A � Ea -Product t: i of Design Pressure (psf) for Windows Attached to a Vertical Frame Assembly Tube Window Width under 23" 25-15/16" 127-3/4"..? 30" 33-1/2" 35" l . 37' = Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A B C D A B C&D A B C&D A B C&D A B C&D A B,C&D A J B,C&D Window Height 1 under 23" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/•90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 25-15116" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 i38-3/8'j +70/-90 +70/-76.4 +70/-90 +701-90 +701-84.5 +70/-90 +70/-90 +70/-79 +70/-90 +70/-90 +70/-73 +70/-90 +70/-90 +70/-81.8 +70/-90 +70/-90 +70/-78.3 +70/-90 +70/-74 +70/-90 48" +70/-76.2 +/51.1 +70/-73.1 +70/-90 +/-67.5 +70/-90 +70/-90 +/-63.1 +70/-90 +701-90 +/58.4 +70/-90 +70/-90 +/-65.4 +70/-83.9 +70/-90 +/-62.6 +70/-90 +/-59.2 +70/-90 c50-518" ' +70/-723 +/-57.9 +/-69.3 +70/-90 +/-64 +70/-90 +70/-90 +/59.9 +70/-90 +70/-90 +/-55.4 +701-88.7 +70/-90 +/-62 +701-79.5 +70/-90 +/59.3 +70/-90 +/-56.1 +70/-89.2 60" +/-61 +/-48.9 +/-58.5 +70/-90 +/-54 +70/-86.6 +70/-90 +/50.5 +70/-81 +70/-90 +/-46.7 +70/-74.9 +70/-88.5 +/52.3 +/-67.1 +70/-80.3 +/-50.1 +70/-77.7 +/-47.4 +70/-74.3 63" +/-58.1 +/-46.5 +/-55.7 +70/-88.7 +/-51.5 +70/-82.5 +70/-90 +/-48.1 +70/-77,1 +70/-90 +/-44.5 +70/-71.3 . +70/-84.3 +/-49.8 +/-63.9 +70/-76.5 +/-47.7 +70/-73.7 +/-45.1 +70/-70.1 • Design Pressure (psf) for Windows Attached to a Horizontal Frame Assembly Tube Window Width under 23" 25-15/16" 27-3/4" 30" 33-1/2" 35" 37" Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group All All All All A B C&D A B C&D A B C&D Window Height under 23" +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-87.6 +70/-90 +70/-90 +70/-83.8 +70/-90 +70/-90 +70/-79.2 +70/-90 25-15/16" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +701-90 +70/-90 +701-87.6 +70/-90 +70/-90 38-3/8" +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-88.8 +701-90 +70/-90 48" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 50-5/8" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-89.2 +70/-89.2 +70/-89.2 60" +70/-90 +70/-90 +70/-90 +70!-88.5 +70/-80.6 +701-80.6 +70/-80.6 +70/-77.7 +70/-77.7 +70/-77.7 +70/-74.3 +70/-74.3 +70/-74.3 63" +70/-90 +70/-90 +701-90 +70/-84.3 +70/-76.5 +70/-76.5 +70/-76.5 +70/-73.7 +70/-73.7 470/-73.7 +70/-70.1 +70/-70.1 +70/-70.1 72" +70/-90 +701-87.2 +70/-77.7 +70/-71.5 +60/-62.4 +60/-62.4 +60/-62.4 +60/-60.9 +60/-60.9 +60/-60.9 +/-59.3 +/-59.3 +1-59.3 76" +70/-90 +70/-84.6 +7411-75.7 +/-67.3 +/-58.9 +1-58.9 +/-58.9 +/-57.2 +/57.2 +/-57.2 +/-55.6 +/-55.6 +/-55.6 84" +70/-90 +70/-80.4 +70/-71.3 +60/-62.1 +/-54.2 +/-54.2 +/54.2 NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. WINDOW HEIGHT 10" MAX. f WINDOW WIDTH FRAME ASSEMBLY TUBE ADDITIONAL \-ANCHOR (4), IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. 10" MAX --f-I WINDOW HEIGHT L WINDOW WIDTH FRAME ASSEMBLY TUBE ADDITIONAL '-ANCHOR (4), IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. • • • • ••• • • • • • Ire CNi i[ • 00 0 m' W IDO • ••C4 •• ••o O 0 QlO o s� o �• J •1 • . (n . I - If/ W 1• 121 .• O . 0 . Z •01- • Z W W _92a U • • • • b2 • .••• • •O -O Q0 cn �iltllfl)/// NY tYNN'• %% * : No. 58705 CERT. OF AUTH. #29296 -10 �Q S;A@OF •.44/� .••.PtOR4DP.•• /////`A%ON MILL K P.E. \ P.E./! 58705 • • • • • • • • • • • • • • • i9,e_i FOR GLASS TYPES: TABLE 8: PRODUCT � Design Pressure (psf) for Single Windows, All Anchor Groups 2) 7/16" LAMI (3/16 AN - .090" SG - 3/16 AN) ; ozp?rv�s ::-.,,,y� uiidifig (•sYn �i>h fig FF1orida is "SG"= SENTRYGLAS®BY KURARAY AMERICA, INC. A:;sapirswcc No i L' i..4 •tomk' Window Width f-; reran Date 2028 under 23" 25-15/16" 27-3/4" 30" 33-1/2" 35" 37" tiv under 23" +90/-130 +90l-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 WINDOW"i>.u:ii u1c`''+'t a rw ?4ty1'/ 25-15/16" +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 HEIGHT 38-3/8" +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 48" +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 0 _b °'= +90/-130 WINDOW 50-5/8" +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 WIDTH +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 60" +90/-130 "ABLES. 63" +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-129.6 SEE SHEETS 1 & 4 FOR ANCHOR J 72" +90/-130 +90/-130 +90/-130 +90/-130 +90/-129.1 +90/-122.5 +90/-113.8 WINDOW LOCATIONS AND QUANTITIES. LL1 O 76" +90/-130 +90/-130 +90/-130 +90/-130 +901-124.1a +90/-116.7 +g0l-107.8 84" +90l-130 +90/-130 +90/-130 +90/-130 +90/-116.4 a U r - w Z _10 3 e2 TABLE 9: H ••• •. c- Design Pressure (psf) for Windows Attached to a Vertical Frame Assembly Tube o c 0-• • • tJ • •_, • ��- • // • m•i •••• •.Q .lb•... Width a Window 2•••.• 23" 25-15/16" 27-3/4" 30" 33-1/2" 35" 37" •' • •.• Q•.•� under Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Ancho Group Anchor Group Iv I • •N (A• • • • • • • A B C D A B C&D A B C&D A B C D A B C D A B C D A B C D �1 �' je ion: GN P1i E' S U ICE, EMENT OINDdV ••• under 23" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 • •'O d'• a•Z •: 1 `n +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 m 41 •• 25-15/16" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 0° Q L +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/90 +70/-90 +70/-90 +70/-90 • • • • • 'm 38-3/8" +70/-90 +70/-76.4 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 QV: sows • • x 48" +70/-76.2 +/ 61.1 +70/-73.1 +70/-90 +70/ 84.4 +701-90 +70/-90 +70/-78.9 +70/-90 +70/-90 +70l-73 +70/-90 +70/-90 +70l-90 +70l-78.5 +701-90 +70l-90 +701-90 +70l-75.1 +70l-90 +70l-90 +70/-90 +701-82.9 +701-90 +701-90 +70l-90 • X • • • • • • 50-5/8" +70/-72.3 +/-57.9 +/-69.3 +70/-90 +701-80.1 +70/-90 +70/-90 +70/-74.8 +70/-90 +70/-90 +/-69.2 +70/-88.7 +70/-90 +70/-90 +701-74.4 +70/-90 +70/-90 +70/-90 +70/-71,2 +70/-90 +70/-90 +70/-90 +70/-78.6 +70/-89.9 +70/-90 +701-90 CO O 60" +/-61 +1-48.9 +/-58.5 +70/-90 +/-67.5 +70/-86.6 +70/-90 +1-63.1 +70/-81 +70/-90 +/-58.4 +70/-74.9 +70/-89.6 +70/-90 +/-62.8 +70/-83.9 +70/-80.3 +70/-90 +/-60.1 +70/-80.2 +70/-90 +70/90 +/-66.3 +70/-75.9 +70/-90 +70/-90 d' ~ 63" +/-58.1 +/-46.5 +/-55.7 +70/-88.7 +/-64.3 +701-82.5 +70/-90 +1-60.1 +70/-77.1 +70/-90 +/-55.6 +70/-71.3 +70/-85.3 +70/-90 +/-59.8 +70/-79.9 +70/-76.5 +70/-90 +/-57.2 +70/-76.4 +70/-90 +70/-90 +/-63.1 +70/-72.3 +70/-86.5 +70/-90 0 ' a ei FRAME 10" MAX ASSEMBLY TUBE z 0 " 1 0.-3 m 0 aCt c- 'a v W o o 5 °' < i= U \ 0 .22. cn 1 `'' TABLE 10: Windows Attached to Horizontal Frame Assembly Tube WINDOW I® r ❑ rn Design Pressure (psf) for a HEIGHT o z > -' I � ? \ r r7 `.- c Window Width WINDOW FRAME ASSEMBLY L _ J \ n ®W u 33-1/2" 35" 37" HEIGHT i ii = under 23" 25-15/16" 27-3/4" 30" TUBE ADDITIONAL z m ai Anchor Anchor Anchor Anchor Anchor Group Anchor Group Anchor Grou p r _1 WINDOW WIDTH _ ANCHOR ��l w d 7 ~ IX o - a T} / ci Group Group Group Group (4), IF REQ. w o r- J �, All All All All A B C & D A B C & D A B C & D 10" MAX. & 4 FOR WINDOW ANCHOR r U C7 rn a a under 23" +70l-90 +70l-90 +70l-90 +70/-90 +701-90 +70197.6 +70l-90 +70/-90 +70(93.8 +70/-90 +70/-90 +70/-79.2 +70/-90 ADDITIONAL SEE SHEETS 1 LOCATIONS AND QUANTITIES. SEE SHEET I o o - 25-15/16" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-87.6 +70/-90 +70/-90 ANCHOR v 38-3/8" +70/-90 +70/-90 +70/-90 +70l90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/90 +70/-90 (4), IF REQ. 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY „ t I , -g 48" +70/-90 +70/-90 +70/-90 +70/-90 +70/90 +70/-90 +70/-90 +70/-90 +70/90 +70/-90 +70/-90 +70/-90 +70/-90 TUBE. \\ `11 / r /, o i 50-5/8" +70/-90 +701-90 +701-90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 I WINDOW I _ �,\` NY LYNN /0 4 60" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 WIDTH E. *al..58705 63" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 SEE SHEETS 1 & 4 FOR WINDOW ANCHOR �! 72" +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 LOCATIONS AND QUANTITIES. SEE SHEET/ 76" +70/-90 +701-90 +70/-90 +70/-90 +70J-90 +70l-90 +70l-90 +70/-90 +70l-90 +70/-90 +70/-90 +70/-90 +70/-90 3 FOR ANY ADDITIONAL ANCHORS * 84" +70i-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 REQUIRED FOR THE FRAME ASSEMBLY "b _TUBE. - •::::: = �'i(;'��QTE [[OF .'' 4/\RID:'.:' G\�/IAL ��..NOTES: / 1 1� l 1 A. LYNN t�}IILLER, P.E. 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.# 58705 20,22,24.26 FOR GLASS TYPES: • Window Height Design Pressure (psf) for Single Windows, All Anchor Groups Window Width under 23" 25-15/16" 27-3/4" 30" 33-1/2" 35" 3T' under 23" +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 25-15116" +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 38-3/8" +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 48" +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 50-5/8" +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 60" +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 63" +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 72" +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 76" +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 84" +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 3) 7/16" LAMI (3/16 HS - .090" SG - 3/16 HS) 7) 7/8" LAMI. IG: (3/16" AN - 1/4" AIR - 3/16" HS - .090" SG - 3/16" HS) 9) 7/8" LAMI. IG: (3/16" T - 1/4" AIR - 3/16" HS - .090" SG - 3/16" HS) "SG"= SENTRYGLASC)BY KURARAY AMERICA, INC. WINDOW HEIGHT WINDOW WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. PROD; JC-T REVISED as ct:I plyir-ig with tho (nz��/L� BuildingCode = cteTTtaliceP2lay 04'i'� _. Expiration Date :3v al111 ad. Product duet. Con r ABLE 12: Design Pressure (psf) for Windows Attached to a Vertical Frame Assembly Tube Window Width under 23" 25-15/16" 27-3/4" 30" 33-1/2" 35" 37" Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Ancho Group Anchor Group A B C D A B C&D A B C&D A B C D A B C D A B C D A B C D Window Height under 23" +70/-90 +701-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 25-15/16" +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 38-3/8" +70/-90 +70/-76.4 +70/90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +701-90 +70/-90 +70/-90 +70/-90 +701-90 48" +70/-76.2 +/-61.1 +70/-73.1 +70/-90 +70/-84.4 +70/-90 +70/-90 +70/-78.9 +70/-90 +70/-90 +70/-73 +70/-90 +70/-90 +70/-90 +70/-78.5 +70/-90 +70/-90 +70/-90 +70/-75.1 +70/-90 +70/-90 +70/-90 +701-82.9 +70/-90 +70/-90 +70/-90 50-5/8" +70/-72.3 +/-57.9 +1-69.3 +70/-90 +70/-80.1 +70/-90 +70/-90 +70/-74.8 +70/-90 +70/-90 +/-69.2 +70/-88.7 +70/-90 +70/90 +701-74.4 +701-90 +701-90 +70/-90 +70/-71.2 +70/-90 +70/-90 +70/-90 +701-78.6 +70/-89.9 +70/-90 +70/-90 60" +1-61 +/-46.9 +/-58.5 +70/-90 +1-67.5 +70/-86.6 +70/-90 +1-63.1 +701-81 +70/90 +/-58.4 +70/-74.9 +70/-89.6 +70/-90 +/-62.8 +70/-83.9 +70/-80.3 +70/-90 +/-60.1 +70/-80.2 +70/-90 +70/-90 +1-66.3 +70/-75.9 +70/-90 +70/-90 63" +/-58.1 +/-46.5 +/-55.7 +701-88.7 +/-64.3 +701-82.5 +70/-90 +1-60.1 +70/-77.1 +701-90 +/-55.6 +70/-71.3 +70/-85.3 +70/-90 +1-59.8 +70/-79.9 +70/-76.5 +70/-90 +1-57.2 +70/-76.4 +70/-90 +70/-90 +/-63.1 +70/-72.3 +70/-86.5 +70/-90 13• Design Pressure (psf) for Windows Attached to a Horizontal Frame Assembly Tube Window Width under 23" 25-15/16" 27-3/4" 30" 33-1/2" 35" 37" Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group All All All All A B C& D A B C & D A 6 C& D Window Height under 23" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-87.6 +70/-90 +70/-90 +70/-83.8 +70/-90 +70/-90 +70/-79.2 +70/-90 25-15/16" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-87.6 +70/-90 +70/-90 38-3/8" +70/-90 +70/-90 +70/-90 +76/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 48" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 50-5/8" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 60" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 63" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 72" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 76" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 84" +70/-90 +70i-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. FRAME ASSEMBLY TUBE WINDOW HEIGHT i/ 10" MAX.. ADDITIONAL ANCHOR (4), IF REQ. WINDOW -`1 WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. 10" MAX. WINDOW HEIGHT FRAME ASSEMBLY TUBE WINDOW ADDITIONAL WIDTH -ANCHOR (4), IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. • • • • • • • • • • • ••i co ••O ••2 O O >- v) V C Z •1• • • •1 • l^ d• •J • i� i • LI•• �j O • ❑ C)v� • Z W 4 • •Lte.� • [L• • Z Z w m L1J 1/ L% U LL • •® • U,• • • • • •' • o• n • • • • • • • • • • • • • • • • ♦ 1 \��tltt�fl/r// •l•..)NY LYNN'1?i • • • �tCENS6- ' . ��� •.1 No. 58705 * 7 -D : /- _ �O STATE F.• (C7�� /'SS.4NAt ii �G A. LYING FJILLE'R, P.E. P.E.# 58705 CERT. OF AUTH. • • 13 - 18 FOR GLASS TYPES: Design Pressure (psf) for Single Windows, All Anchor Groups Window Width under 23" 25-15/16" 27-3/4" 30" J 33-1/2" 35" 37" Window Height under 23" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 25-15/16" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 38-3/8" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 48" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 50-5/8" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 60" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-88.6 +70/-84.6 63" +70/-90 +70/-90 +70/-90 +70/-90 +70/-87.2 +701-84 +70/-79.9 72" +70/-90 +701-90 +70/-88.5 +70/-81.5 +60/-70 +60/-69.4 +601-67.6 76" +70/-90 +70/-90 +70/-86.3 +70/-76.7 +60/-67.2 +601-65.2 +601-63.3 84" +70/-90 +701-90 +70/-81.3 +60/-70 +60/-61.8 5) 7/8" LAMI. IG: (1/8" T - 7/16" AIR - 1/8" AN - .090" PVB - 1/8" AN) "PVB"= TROSIFOL®PVB BY KURARAY AMERICA, INC. WINDOW HEIGHT WINDOW WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. P O1)i. cY R; S`ih Ow Floc:ids Building ex, de Am. Mantis i"+is f ;Qj �?�{ t- J4-- L ti := e i=+-2 3 iami 1l1OLL I,. Design Pressure (psf) for Windows Attached to a Vertical Frame Assembly Tube Window Width under23" 25-15/16" 27-3/4" 30" 33-1/2" 35" 37" Anchor Group Ancho Group Anchor Group Anchor Group Ancho Group Anchor Group Anchor Group A B C D A B C&D A B C&D A B C D A B C D A B C&D A B C&D Window Height under 23" +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 25-15/16" I +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 38-3/8" +70/-90 +70/-76.4 +70/-90 +70/-90 +70/-84.5 +70/-90 +70/-90 +70/-79 +70/-90 +70/-90 +70/-73 +70/-90 +70/-90 +70/-90 +70/-81.8 +70/-90 +70/-90 +70/-90 +70/-78.3 +70/-90 +70/-90 +70/-74 +70/-90 +70/-90 48" +70/-76.2 +/-61.1 +70/-73.1 +70/-90 +/-67.5 +70/-90 +70/-90 +/-63.1 +70/-90 +701-90 +/-58.4 +70/-90 +70/-90 +70/-90 +/-65.4 +70/-83.9 +70/-90 +70/-90 +/-62.6 +70/-90 +70/-90 +/-59.2 +70/-90 +70/-90 50-5/8" +70/-72.3 +/-57.9 +/-69.3 +70/-90 +/-64 +70/-90 +70/-90 +/-59.9 +70/-90 +70/-90 +1-55.4 +70/-88.7 +70/-90 +70/-90 +/-62 +70/-79.5 +70/-90 +70/-90 +/-59.3 +70/-90 +70/-90 +/-56.1 +70/-89.9 +70/-90 60" +/-61 +/-48.9 +/-58.5 +70/-90 +/-54 +701-86.6 +70/-90 +/-50.5 +70/-81 +70/-90 +/-46.7 +70/-74.9 +70/-89.6 +70/-90 +/-52.3 +1-67.1 +70/-80.3 +70/-90 +/-50.1 +70/-80.2 +70/-88.6 +1-47.4 +70/-75.9 +70/-84.6 63" +/-58.1 +/-46.5 +/-55.7 +70/-88.7 +/-51.5 +70/-82.5 +70/-90 +/-48.1 +70/-77.1 +70/-90 +/-44.5 +70/-71.3 +70/-85.3 +70/-90 +/-49.8 +/-63.9 +70/-76.5 +70/-87.2 +/-47.7 +70/-76.4 +70/-84 +/-45.1 +70/-72.3 +701-79.9 • Design Pressure (psf) for Windows Attached to a Horizontal Frame Assembly Tube Window Width under 23" 25-15/16" 27-3/4" 30" 33-1/2" 35" 3T' Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group All All All All A 8 C& D A B C & D A B C& D Window Height under 23" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-87.6 +70/-90 +70/-90 +70/-83.8 +70/-90 +70/-90 +70/-79.2 +70/-90 25-15/16" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-87.6 +70/-90 +70/-90 38-3/8" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-88.8 +70/-90 +70/-90 48" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 50-5/8" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-89.8 +70/-90 +70/-90 60" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-88.6 +70/-88.6 +70/-88.6 +70/-84.6 +70/-84.6 +70/-84.6 63" +70/-90 +70/-90 +70/-90 +701-90 +70/-87.2 +70/-87.2 +70/-87.2 +70/-84 +70/-84 +70/-84 +70/-79.9 +70/-79.9 +701-79.9 72" +70/-90 +70/-90 +70/-88.5 +70/-81.5 +60/-70 +60/-70 +60/-70 +601-69-4 +60/-69.4 +601-69.4 +601-67.6 +60/-67.6 +60/-67.6 76" +70/-90 +70/-90 +70/-86.3 +70/-76.7 +60/-67.2 +60/-67.2 +60/-67.2 +60/-65.2 +60/-65.2 +60/-65.2 +60/-63.3 +60/-63.3 +60/-63.3 84" +70/-90 +70/-90 +70/-81.3 +60/-70 +60/-61.8 +60/-61.8 +60/-61.8 NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. WINDOW HEIGHT 10" MAX. f WINDOW WIDTH FRAME ASSEMBLY TUBE ADDITIONAL ANCHOR (4), IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. 10" MAX -�- WINDOW HEIGHT L WINDOW WIDTH FRAME ASSEMBLY TUBE ADDITIONAL ANCHOR (4), IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. • • • • • • • • • • • •• • N • • oo ••O • 0 0 k0 • •••• (di • • i.•`Z • c W 'z' LU Q aO) ( N O mW v< c 0 0 .y J O v) z 0 06 C, 0 o ►• •i •15 •J . •sa •,•y▪ • W 2•p • ••• �• ••� •••• £••• O a • D a v, • 4 • • • • • �II > - CI cV 0 v o 0 r; LC) O-i l O 00 zw = U \llII1 //j1/ • • • -' .\\\, ONY �YNN!j��''; ��� �10ENSF '•��� NO. 58705 = , S11AT3OF -rw T • rLORlOP."r �� A. LYNN MILLER, P.E. P.E.# 58705 • 21,2S Design Pressure (psf) for Single Windows, All Anchor Groups Window Width under 23" 25-15/16" 27-3/4" 30" 33-1/2" 35" 37" Window Height under 23" +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 25-15/16° +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 38-3/8" +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 48" +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 50-5/8" +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 60" +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 63" +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 72" +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-124.6 +90/-115.7 76" +90/-130 +90/-130 +90/-130 +90/-130 +90/-126.2 +90/-118.7 +90/-109.6 84" +90/-130 +90/-130 +90/-130 +90/-130 +90/-118.4 FOR GLASS TYPES: 6) 7/8" LAMI. IG: (3/16" AN - 1/4" AIR - 3/16" AN - .090" SG - 3/16" AN) 8) 7/8" LAMI. IG: (3/16" T - 1/4" AIR - 3/16" AN - .090" SG - 3/16" AN) "SG"= SENTRYGLASUBY KURARAY AMERICA, INC. 1 WINDOW HEIGHT WINDOW Y�- WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. Ri /St ) • c,:rr s i_ =with th4F r€ta .,7u1?4effs.uc'. No ira ;oo Date I�Pi3fYi iJ'at1-1%iodue$ p.- r3 IAtiLt lo: Design Pressure (psf) for Windows Attached to a Vertical Frame Assembly Tube Window Width under 23" 25-15/16" 27-3/4" 30" 33-1/2" 35" 37" Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A B C D A B C&D A B C&D A B C D A B C D A B C&D A B C D .5 under 23" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 25-15/16" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 38-3/8" +70/-90 +70/-76.4 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 48" +70/-76.2 +/-61.1 +70/-73.1 +70/-90 +70/-84.4 +70/-90 +70/-90 +70/-78.9 +70/-90 +70/-90 +70/-73 +70/-90 +70/-90 +70/-90 +70/-78.5 +70/-90 +70/-90 +70/-90 +70/-75.1 +70/-90 +70/-90 +70/-82.9 +70/-90 +70/-90 +70/-90 50-5/8" +70/-72.3 +/-57.9 +/-69.3 +70/-90 +70/-80.1 +70/90 +70/90 +70/-74.8 +70/-90 +70/-90 +1-69.2 +70/-88.7 +70/-90 +70/-90 +70/-74.4 +70/-90 +70/-90 +70/-90 +70/-71.2 +70/-90 +70/-90 +70/-78.6 +70/-89.9 +70/-90 +70/-90 60" +/-61 +/-48.9 +/-58.5 +70/-90 +/-67.5 +70/-86.6 +70/-90 +/-63.1 +70/-81 +70/-90 +/-58.4 +70/-74.9 +70/-89.6 +70/-90 +/-62.8 +70/-83.9 +701-80.3 +70/-90 +/-60.1 +70/-80.2 +70/-90 +/-66.3 +70/-75.9 +70/-90 +70/-90 63" +/-58.1 +/-46.5 +/-55.7 +70/-88.7 +/-64.3 +701-82.5 +70/-90 +/-60.1 +70/-77.1 +70/-90 +/-55.6 +70/-71.3 +70/-85.3 +70/-90 +/-59.8 +70/-79.9 +70/-76.5 +70/-90 +/-57.2 +70/-76.4 +70/-90 +/-63.1 +70/-72.3 +70/-86.5 +70/-90 Design Pressure (psf) for Windows Attached to a Horizontal Frame Assembly Tube Window Width under 23" 25-15/16" 27-3/4" 30" 33-1/2" 35" 37" Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group All All All All A B C & D A 8 C & D A B C & D Window Height under 23" +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-87.6 +70/-90 +70/-90 +70/-83.8 +70/-90 +701-90 +70/-79.2 +70/-90 25-15/16" +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-87.6 +70/-90 +70/-90 38-3/8" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 48" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 50-5/8" +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 60" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 63" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 72" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +70/90 +70/-90 +70/-90 +70/-90 76" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 84" 170/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. WINDOW HEIGHT 10" MAX. FRAME i.-ASSEMBLY /I TUBE WINDOW _ WIDTH ADDITIONAL ANCHOR (4), IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. 10" MAX WINDOW HEIGHT L l WINDOW WIDTH FRAME ASSEMBLY TUBE ADDITIONAL ANCHOR (4), IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. • • • • • • • • • • • •• ••N ••� ••O •?� CO OP• 0 co m' 0 q � LU (/) oes 0 Z 2J ,• /• • J•• ♦ /N •-ll lJ • i CC ..I- W W Ri•• .0 ('7• UJI• •• •00 D Z111 Z -- W o0 U •r•• r • LL•• Q•• GA• •7 • • •• •• m 4 %i• 11 • v • • `ttttlllll or o N 0 >-into 0 OJ I J r_ O 0 co ZL S n 1/! LY 0 -• .\ N 'NNtii '' ��' :icTEENos:'•��� o.58 • ram-( ��(v V ••'•A(ORtOr'.•'•• Ns, '' S'ONAL E• IlijiiitIkk\� 0\ A. LYNN MILLER, P.E. P.E.# 58705 rn N rn N CERT. OF AUTH. Item Dwg. # I Description I Material 1 7002 Main Frame Head, Sill & Jamb 6063-T6 Alum. 2 7071 Anchor Plate 6063-T6 Alum. 3 7003 Sash Top, Bottom & Side Rail 6063-T6 Alum. 4 7008 Frame Corner Key Steel 5 7009 Sash Corner Key Steel 6 7078 Frame Gasket Vinyl Foam 7 7072 Sash Corner Gasket Vinyl Foam 8 7070 Bulb Weatherstrip .187" x .275" Flex PVC 70 10 7024 Maxim Multi -Point Lock Steel 11 7026 Lock Support Plate Steel 12 7014 Multi -Lock Keeper Steel 13 7013 Tie Bar Guide Nylon 14 7015 Tie Bar Assembly Steel or SS 15 7028 Maxim Dyad Operator, WW<=24" Steel 16 7027 Maxim Dual Arm Operator, WW>24" Steel 17 7030 Operator Gasket Vinyl Foam 18 7031 Operator Backing Plate Steel 19 7051 Operator Spacer Block Nylon 20 7032 Stud Bracket Steel 21 7033 Operator Track & Slider (Dual Arm) Steel 22 7023 Egress Hinge (Heavy Duty), Manuf. by Truth Steel 23 7050 Egress Hinge/Washable (HD), Manuf. by Truth Steel 24 Snubber, Anti -blowout Clip Steel 32 1713 Setting Block 5/32" x 3/16" x 1-1/4" EPDM 33 1714 Setting Block 5/32" x 7/16" x 1-1/4" EPDM 35 7036 Lami Bead B 6063-T6 Alum. 36 7042 Lami Bead C 6063-T6 Alum. 37 7059 Lami Bead D 6063-T6 Alum. 38 1224 Vinyl Bulb Wstp (Thick) Flex PVC 70 39 1225 Vinyl Bulb Wstp (Thin) Flex PVC 70 50 Dow 899Silicon Backbedding 60 7006 Screen Frame 3105-H14 Alum. 61 7040 Screen Corner Key Polypropolene 62 Screen Cloth Fiberglass 63 1635 Screen Spline EM. PVC 64 320 Screen Spring Stainless Steel 70 134 Add -on Flange 6063-T6 Alum. 71 7004 Frame Assy Tube 6063-T6 Alum. 80 #8-32x 1/2" Ph. Pn. Mach. ScrTYPE B Stainless Steel 81 1157 #8 x 1/2" Ph. Pn. SMS Stainless Steel 82 #8 x 5/8" FI. Ph. SMS Stainless Steel 83 #8 x 7/8" FI. Ph. SMS Stainless Steel 84 #8x 1" FI. Ph. TEK Stainless Steel 85 #8x 1" Quad Pn SMS Stainless Steel 86 #8X 1-1/2" Quad Pn SMS Stainless Steel 87 #l0x 1/2" Ph. Pn./ TEK Stainless Steel 89 #10-24x 9/16" Ph. Pn. TYPE F Stainless Steel 90 #12 x 1" Ph. Pn. TEK Stainless Steel ASSEMBLY DETAILS ALL DETAILS SHOWN FROM THE INTERIOR AS REQUIRED PER TABLE 3, SHEET 4 II 86�� `\`�tllllrtrr7i� NY LYNN /' , � . OCENS6 •.l� \ No. 58705 '-7 FRAME CORNERS *— �F ` c�OR10P ��� ftfitll��ti\\ A. LYNN MILLER, P.E. Y.E.# 58705 ASH / CORNERS kl INTERIOR Revised Hy: Dote: JR 05/25/17 NO CHANGES THIS SHEET. S Revision; • - • • - •• • • • • • • •• •• • • • • • - • • • - •• • • • ••• • • • •• • •••• • - •••• • •• • • • •••• • • • • •• - • • - • • - •••- • •••• • •••• • •••- • •••- •••• • •••• • •••• • Revised By: Dote: Revision: 1 . UCT RE`dESF;) c,.;Eapiylcg with Ow Fkrida Accept!y ce No 6(04 •! Exliratiort Date a �iJ ad hadsact Coattroi 1070 TECHNOLOGY DRIVE N. 'VENICF, FL 34275 (941) 480— 1 600 COPYRIGHT Cs) 2017 PGT INDUSTRIES, INC ALL RIGHTS RESERVED BOM AND CORNER VIEW Drawn By: J ROSOWSKI Title: CASEMENT WINDOW DETAILS - LM & SM Dote: 08/08/12 CERT. OF AUTH. #29296 Series/Mode,': CA-740 Scale: NTS Sheet: 10 OF 11 Drowfng No. MD-CA740-LM Rev: C • • • • • • - 0 • • SILICONE STRUCTURAL POLYISOBUTYLENE WITH DESICCANT EXT. GLASS KODISPACE 4SG TPS BUTYL & DESICCANT FOAM EXT. GLASS 1/4" NOM. INT. GLASS ALUMINUM REINFORCEMENT 5/16" NO.- / -INT. GLASS DURASEAL® ,a2 SPACER STRUCTURAL SILICONE FOAM WITH DESICCANT EXT. GLASS HOT -MELT BUTYL 3/16" NOM. INT. GLASS SUPER SPACER® NXT TM POLYISO- BUTYLENE SEAL ROLL -FORMED STAINLESS STEEL EXT. GLASS DESICCANT FILL AREA 5/16" NOM. SILICONE SEAL XL EDGETm \15 SPACER INT. GLASS Part # Description Material 100 Kommerling 4SG TPS Spacer System See this Sheet for Materials 101 Quanex Super Spacer nXT with Hot Melt Butyl 102 Quanex Duraseal Spacer 103 Cardinal XL Edge Spacer REFERENCE TEST REPORTS. FTL-8717, .062" NOM. .095" .439" J 2.784" FRAME HEAD, SILL & JAMB #7002, 6063-T6 .050" 1.356" 1- 4 .441" J T (35 2.919" ANCHOR PLATE #7071, 6063-T6 BEAD B #7036, 6063-T6 870"_ .172" .050" —+-1 + .569" , BEAD D 37 #7059, 6063-T6 `\ttlttrr,7 ONY No. 58705 • �rj 1 7:1��Q Si4TE F - <(/�\ i-7� '•.'c�ORtO . \� ��NAI- E ��.�. /tftlltl1' A. LYNN MILLER, P.E. P.E.# 58705 1.159" 2.139" .434" .062" NOM. SASH TOP, BOTTOM & SIDE #7003, 6063-T6 .040" .423" I r FIXED SCREEN FRAME #7006, 3105-H14 .523" .050" Revised By: JR 1.000" .865" 7 BEAD C #7042, 6063-T6 Dote: 05/25/17 Revision: NO CHANGES THIS SHEET. .125" .062" 1.124" I 2.701" .093" FRAME ASSEMBLY TUBE #7004, 6063-T6 2.203" -0— 1 • ••••t . .0:3' ••••• • •A MJON FLARX'i,E ' #134, 6063*T6 • • • • •••• • • • • • • • • • • • • • •• • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • •• • •• • • • • • • • • • • • 1 Revised By: Dote: Revision: PRODUCT 1,11.EVISUI as c m:pivini ;lt 3 ti Fk +c': RuiIding Code „ect:pt No 1 ; -�64;114 .14. ExirAFatY4.q stc'4 'T S R,Sa3L ^irCa ,t C 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941) 480-1600 COPYRIGHT: 2017 PGT INDUSTRIES. INC. ALL RIGHTS RESERVED EXTRUSIONS & SPACERS Drown By: J ROSOWSKI 1ifle: CASEMENT WINDOW DETAILS - LM & SM Dote: 08/08/12 CERT. OF ALITH. #29296 Series/Model: CA-740 Scoie: NTS Sheet: 11 OF 11 Drowinc .." O. MD-CA740-LM Rev: C GENERAL NOTES: SERIES 640 NON -IMPACT FIXED CASEMENT WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE . ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLE 3, SHEET 4. 4) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON TABLE 3, SHEET 4. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FTL-7060, 3579, 3580, 3724; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. CODES / STANDARDS USED: •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ASTM E1300-04 •ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADM-2015 •AISI S100-12 •AISC 360-10 DESIGN PRESSURE RATING IMPACT RATING VARIES, SEE SHEETS 6-9 NON -IMPACT RESISTANT 4" MAX. —•-- 60" WIDTH 53" VISIBLE LIGHT WIDTH (DLO) �—+- B, SEE SHEET 2 i A 69" VISIBLE LIGHT HEIGHT (DLO) 23" O.C. MAX. IF HEAD OR SILL IS 60" OR LESS. a a r LAB T 4" MAX. 19" O.C. MAX. IF JAMB IS OVER 60". A, SEE SHEET 2 23" O.C. MAX. IF JAMB IS 60" OR LESS. I 19" O.C. MAX. IF HEAD OR SILL IS OVER 60". TYP. ELEVATION OF FIXED CASEMENT WINDOW GENERAL NOTES 1 ELEVATION 1 GLAZING DETAILS 1 INSTALLATION 2 ASSEMBLY TUBE DETAILS 3 ANCHOR SPECIFICATIONS 4 ANCHOR QUANTITIES 4-5 DESIGN PRESSURES 6-9 ASSEMBLY DETAILS/BOM 10 vr TABLE 1: 1 76" HEIGHT 1 1/8" ANNEALED OR TEMPERED GLASS EXTERIOR 0 =1 10 11 11/16" GLASS BITE GLASS TYPES 1 & 2 1/4" ANNEALED OR TEMPERED GLASS EXTERIOR 1 0 1 11/16" GLASS BITE 32 0 GLASS TYPES 5 & 6 Glass Types Sheet # 1 1/8" Annealed 6 2 1/8" Tempered 6 3 3/16" Annealed 7 4 3/16" Tempered 9 5 1/4" Annealed 7 6 1/4" Tempered 9 7 9/16" IG: (1/8" An - 5/16" Air - 1/8" An) 7 8 9/16" IG: (1/8" T- 5/16" Air- 1/8" T) 7 9 7/8" IG: (3/16" An - 1/2" Air - 3/16" An) 8 10 7/8" IG: (3/16" T- 1/2" Air - 3/16" T) 9 ``�1IIIIIIl1/,„ NY�YNN '' \, .. vtGENSF M/•.<F % �� * ,% No. 58705 *! STTE r - S '/ ' 'ONA1- E? //II1I1I1111\ A. LYNN MILLER. P.E. P.E.# 58705 7/8" NOM. GLASS STACK 1/2" AIRSPACE 3/16" ANNEALED OR TEMPERED GLASS' EXTERIOR a 75-78 1 3/16" AN TEMPE RED EXTERIOR a NEALED OR GLASS 11116" GLASS BITE IL i%. 0 GLASS TYPES 3 & 4 •••• • • • • • • • •• • 9/16"NOM. • •••• GLASS STACK •�••• • 1/8" ANNEALED OR • TEMPERED GLASS • • • • • • •• •• • • •••• • •51016"08IRSPACE• • • • • • .1 /A" ANNEALED 8R TA$F9ERED GL,\SS• • • d. 11/16" GLASS • •• 1% •• • GLASS TYPES 7 & 8 3/16" ANNEALED OR TEMPERED GLASS 1 11/16" GLASS BITE GLASS TYPES 9 & 10 Revised By: JR Revised By: Date: 05/25/17 Dote: Revision 6: UPDATED ANCHORAGE PER FBC 2017. • • Revision A: J;ODUC i ri,r_VISEeD 2e 32Fyingt with he RaridtA 6'.i':d s13 Code A:veya,,se No FixpiTatiofn d?e Product C4Atecr.. 2oz3 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)480-1600 Description: GENERAL NOTES & ELEVATION Drown By: J ROSOWSKI Title: FIXED CASEMENT WINDOW DETAILS - NI Date: 08/08/12 COPYRIGHT © 2017 PGT INDUSTRIES. INC. ALL RIGHTS RESERVED Series/Model: CERT. OF AUTH. #29296 CA-640 Scale: Sheet: Drawing No. NTS 1 OF 10 M D-CA640 F-N I Rev: C • • • • • • • • . • • Window Anchors Required (37" and Less on Short Side Dimension) Anchor Short Side Type under 23" 25-15/16" 27-3'4 2g' 31-1/2" 33-112" 34" 37" \y A B C D A I B I C[ D A B CID AIB CID A BICID A I B CID AIBICID AIBICID in C' under 23" Long Side 2 2 2 2 Short Side 2 2 2 2 25-15116" Long Side 3 2 2 2 3 2 2 2 Short Side 2 2 2 2 3 2 2 2 35" Long Side 4 3 3 3 5 3 3 3 5 3 3 3 5 3 3 3 5 3 3 3 5 3 3 3 5 3 3 3 Short Side 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 3 3 5 3 3 3 5 3 3 3 37 Long Side 5 3 3 3 5 3 3 3 5 3 3 3 5 3 3 3 5 3 3 3 5 4 3 3 5 4 3 3 5 4 3 3 Short Side 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 3 3 5 3 3 3 5 3 3 3 5 4 3 3 44" Long Side 6 4 3 3 6 4 3 3 6 4 4 3 7 4 4 3 7 4 4 3 7 5 4 3 7 5 4 3 7 5 4 3 Short Side 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 3 3 5 3 3 3 5 3 3 3 5 4 3 3 44 114" Long Side 6 4 3 3 6 4 4 3' 7 4 4 3 7 4 4 3 7 4 4 3 7 5 4 3 7 5 4 3 7 5 4 3 Short Side 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 3 3 5 3 3 3 5 3 3 3 5 4 3 3 53-1/8" Long Side 7 5 4 3 8 5 4 3 8 5 5 3 8 5 5 3 9 6 5 3 9 6 5 3 9 6 5 3 10 6 5 3 Short Side 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 3 3 5 3 3 3 5 3 3 3 5 4 3 3 58" Long Side 8 5 4 4 9 6 5 4 9 6 5 4 10 6 5 4 10 6 5 4 10 7 6 4 10 7 6 4 11 7 6 4 Short Side 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 3 3 5 3 3 3 5 3 3 3 5 4 3 3 63" Long Side 9 6 5 4 10 6 5 4 10 7 6 4 11 7 6 4 11 7 6 4 12 7 6 4 12 7 6 4 12 8 7 4 Short Side 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 3 3 5 3 3 3 5 3 3 3 5 4 3 3 fifi-13�16" Long Side 10 6 5 5 10 7 6 5 11 7 6 5 11 7 6 5 12 8 6 5 12 8 7 5 13 8 7 5 13 8 7 5 Short Side 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 3 3 5. 3 3 3 5 3 3 3 5 4 3 3 67-112 Long Side 10 6 5 5 11 7 6 5 11 7 6 5 11 7 6 5 12 8 7 5 13 8 7 5 13 8 7 5 13 9 7 5 Short Side 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 3 3 5 3 3 3 5 3 3 3 5 4 3 3 68" Long Side 10 6 5 5 11 7 6 5 11 7 6 5 12 7 6 5 12 8 7 5 13 8 7 5 13 8 7 5 14 9 7 5 Short Side 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 3 3 5 3 3 3 5 3 3 3 5 4 3 3 70 Long Side 10 6 6 5 11 7 6 5 12 7 6 5 12 8 6 5 13 8 7 5 13 8 7 5 13 9 7 5 14 9 8 5. Short Side 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 3 3 5 3 3 3 5 3 3 3 5 4 3 3 72 Long Side 10 7 6 5 11 7 6 5 12 8 7 5 12 8 7 5 13 8 7 5 14 9 7 5 14 9 7 5 15 9 8 5 Short Side 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 3 3 5 3 3 3 5 3 3 3 5 4 3 3 74" Long Side 11 7 6 5 12 8 6 5 12 8 7 5 13 8 7 5 14 9 7 5 14 9 8 5 14 9 8 5 15 10 8 5 Short Side 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 3 3 5 3 3 3 5 3 3 3 5 4 3 3 76" Long Side 11 7 6 5 12 8 7 5 13 8 7 5 13 8 7 5 14 9 8 5 15 9 8 5 15 9 8 5 16 10 8 5 Short Side 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 3 3 5 3 3 3 5 3 3 3 5 4 3 3 84" Long Side 12 8 7 5 14 9 7 5 14 9 8 5 15 9 8 5 16 10 8 6 17 11 9 6 17 11 9 6 18 11 10 6 Short Side 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 3 3 5 3 3 3 5 3 3 3 5 4 3 3 114" Long Side 17 11 9 7 19 12 10 7 20 13 11 7 21 13 11 7 23 14 12 8 24 15 13 8 24 15 13 8 26 16 14 9 Short Side 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 3 3 5 3 3 3 5 3 3 3 5 4 3 3 134 Long Side 21 13 11 8 23 14 12 8 24 15 13 8 25 16 13 9 27 17 14 9 29 18 15 10 29 18 15 10 Short Side 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 3 3 5 3 3 3 5 3 3 3 145" Long Side 22 14 12 9 25 16 13 9 26 17 14 9 28 17 15 9 29 19 16 10 Short Side 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 3 3 • Group Anchor Substrate Min. Edge Distance Min. O.C. Distance Min. Embedment Anchor Plate Required? A #12, steel SMS (G5) S. Pine 5/8" 1" 1-3/8" No 6063-T5 Alum. 3/8" 5/8" .063" No A36 Steel 3/8" 5/8" .050" No A653 Stud, Gr. 33 3/8" 5/8" .045", 20 Ga. No #14, steel SMS (G5) or#14, 410 SS SMS S. Pine 5/8" 1" 1-3/8" No 6063-T5 Alum. 3/8" 5/8" .063" No A36 Steel 3/8" 5/8" .050" No A653 Stud, Gr. 33 3/8" 5/8" .045", 20 Ga. No B 1/4" steel Ultracon 2.85k Concrete 2-1/2" 4" 1-3/8" No Hollow Block 1" 6" 1-1/4° No Hollow Block 2-1/2" 5" 1-1/4" No C 1/4" steel Ultracon Hollow Block 1" 6" 1-1/4" Yes 1/4" 410 SS CreteFlex 3.35k Concrete 1" 5" 1-3/4" No Hollow Block 2-1/2" 5" 1-1/4" No TABLE 3: (cont. Group Anchor Substrate Min. Edge Distance Min. O.C. Distance Min. Embedment Anchor Plate Required? D #12, steel SMS (G5) or #12, 410 SS SMS S. Pine 5/8" 1" 1-3/8" Yes 6063-T5 Alum. 3/8" 5/8" .0713" Yes A36 Steel 3/8" 5/8" .050" Yes A653 Stud, Gr. 33 3/8" 5/8" .045", 18 Ga. Yes #14, steel SMS (G5) or #14, 410 SS SMS S. Pine 5/8" 1" 1-3/8" Yes 6063-T5 Alum- 3/8" 5/8" .0713" Yes A36 Steel 3/8" 5/8" .050" Yes A653 Stud, Gr. 33 3/8" 5/8' .045", 18 Ga. Yes 1/4" steel Ultracon 2.85k Concrete 1" 4" 1-3/4" Yes 2.85k Concrete 2-1/2" 4" 1-3/8" Yes Hollow Block 2-1/2" 5" 1-1/4" Yes Filled Block 2-1/2" 4" 1-3/4" Yes 1/4" 410 SS CreFtex 3.35k Concrete 1" 6" 1-3/4" Yes 3.35k Concrete 2-1/2" 6" 1" Yes Hollow Block 2-1/2" 6" 1-1/4" Yes 5/16" steel Ultracon 3.5k Concrete 1-1/4" 5" 1-3/4" No Hollow Block 3-1/8" 5" 1-1/4" No Filled Block 2-1/2" 5" 1-3/4" No PRODUCT REV ISM) as camp€Ying with t3-� Fkaidig Building Code AccepVmce No 1 ExfrtFe:tort Die By, 1) USE THIS TABLE FOR ALL WINDOWS PER THE ELEVATIONS ON SHEET 1. DIMENSIONS SHOWN ARE TIP -TO -TIP. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG SIDE DIMENSION SHOWN ON THE TABLE. 3) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY SHORT AS SHOWN: SIDE SAMPLE CONFIGURATIONS: LONG SIDE f LONG SIDE _ SHORT r SIDE x x x 0 x x x X 0 x 1) OPERABLE (X) WINDOWS MAY BE CASEMENT WINDOWS OR AWNING WINDOWS OF THE SAME SERIES. 1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE, CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL SUBSEQUENT TABLES IN THIS APPROVAL. 2) ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. 3) ANCHORS MAY BE HEXHEAD, PANHEAD OR FLATHEAD. Material Min. Fr Min. F„ Steel Screw 92 ksi 120 ksi 410 Screw 90 ksi 110 ksi Elco UltreCon® 155 ksi 177 ksi 410 SS Elco CreteFlex® 127.4 ksi 189-7 ksi 6063-T5 Aluminum 16 ksi 22 ksi A36 Steel 36 ksi 58 ksi Gr. 33 Steel Stud 33 ksi 45 ksi Us -J LLJ I10 Q• • kw-•••• • Wel • 4— • Ilio • • • ••• • • • • • .(` • N 4 •[— 1C) • 00 O jr) CO o O o ••• • ••• ••• • • ••• • • Z• LLJ a_ H 0 `9:.L aU Z s' Q 0 O 0 • Z • m • ••(n J ▪ Q ▪ Q , O •• Z r H Z W U 0 X LL LL_ ••P•• •41122 O'• • •.�.• Q QO r w • N > ) o Owo O u ; c0 OZ o = Z Uwe o Z 0 CERT. OF AUTH. #29296 It/I/ • pNY .L..NN�y'',%, �10 '\�. GENSF �Q • No.58705 f. op. NARE t 777/l111111\\\\ A. LYNN MILLER, P.E. P.E.# 58705 Q •. • • • • • • • • I AtSLt Lti: Window Anchors Required (Over 37" on Short Side Dimension) Anchor Type \ ' y Short Side 40" 44" 48-114" 53-1/8" 54" 58" 60" 63" 67-1/2" A( B( C D A( B CID A( B( C D A B( C( 0 A( B I C( D A( B( C( D A] B 1 C D A( B( C D A( B CID Long Side under 23" Long Side Short Side 25-15/16" Long Side Short Side 35" Long Side Short Side 37" Long Side Short Side 44„ Long Side 7 5 4 3 7 5 4 3 Short Side 6 4 3 3 7 5 4 3 44 1/4" Long Side 7 5 4 3 7 5 4 3 Short Side 6 4 3 3 7 5 4 3 53 1/8„ Long Side 10 6 5 4 10 7 6 4 10 7 6 4 11 7 6 4 Short Side 6 4 3 3 7 5 4 3 9 6 5 3 11 7 6 4 58" Long Side 11 7 6 4 12 8 6 4 12 8 7 4 12 8 7 4 12 8 7 4 13 8 7 4 Short Side 6 4 3 3 7 5 4 3 9 6 5 3 11 7 6 4 11 7 6 4 13 8 7 4 63" Long Side 13 8 7 5 13 9 7 5 14 9 7 5 14 9 8 5 14 9 8 5 15 9 8 5 15 9 8 5 15 9 8 5 Short Side 6 4 3 3 7 5 4 3 9 6 5 3 11 7 6 4 11 7 6 4 13 8 7 4 13 9 7 5 15 9 8 5 66-13/16" Long Side 14 9 7 5 15 9 8 5 15 10 8 5 16 10 8 5 16 10 8 5 16 10 8 5 16 10 8 5 16 10 8 5 15 10 8 5 Short Side 6 4 3 3 7 5 4 3 9 6 5 3 10 7 6 4 11 7 6 4 12 8 7 4 13 8 7 5 14 9 8 5 16 10 8 6 67-1/2" Long Side 14 9 8 5 15 9 8 5 15 10 8 5 16 10 8 6 16 10 8 6 16 10 8 6 16 10 8 6 16 10 8 6 16 10 8 6 Short Side 6 4 3 3 7 5 4 3 9 6 5 3 10 7 6 4 11 7 6 4 12+ 8 7 4 13 8 7 5 14 9 7 5 16 10 8 6 68" Long Side 14 9 8 5 15 10 8 5 16 10 8 5 16 10 9 6 16 10 9 6 16 10 9 6 16 10 9 6 16 10 9 6 Short Side 6 4 3 3 7 5 4 3 9 6 5 3 10 7 6 4 11 7 6 4 12 8 6 4 13 8 7 4 14 9 7 5 70" Long Side 15 9 8 5 16 10 8 5 16 10 9 6 16 10 9 6 16 10 9 6 16 10 9 6 16 10 9 6 16 10 9 6 Short Side 6 4 3 3 7 5 4 3 9 6 5 3 10 7 6 4 10 7 6 4 12 7 6 4 12 8 7 4 13 9 7 5 72" Long Side 15 10 8 5 16 10 9 6 17 11 9 6 17 11 9 6 17 11 9 6 17 11 9 6 17 11 9 6 17 11 9 6 Short Side 6 4 3 3 7 5 4 3 9 6 5 3 10 6 5 4 10 7 6 4 12 7 6 4 12 8 7 4 13 8 7 5 74" Long Side 16 10 9 6 17 11 9 6 17 11 9 6 17 11 9 6 17 11 9 6 17 11 9 6 17 11 9 6 Short Side 6 4 3 3 7 5 4 3 9 6 5 3 10 6 5 4 10 7 6 4 11 7 6 4 12 8 6 4 76" Long Side 16 10 9 6 17 11 9 6 18 11 9 6 18 11 9 6 18 11 9 6 18 11 9 6 18 11 9 6 Short Side 6 4 3 3 7 5 4 3 9 5 5 3 10 6 5 4 10 6 5 4 11 7 6 4 12 8 6 4 84" Long Side 19 12 10 6 20 12 10 7 20 12 10 7 20 12 10 7 20 12 10 7 Short Side 6 4 3 3 7 5 4 3 8 5 4 3 9 6 5 3 10 6 5 3 114" Long Side 26 17 14 9 Short Side 6 4 3 3 EXAMPLE 1: FOR WINDOW COMBINATION SHOWN BELOW; 3/16" TEMPERED GLASS, 1/4" MASONRY ANCHORS INTO CONCRETE, +/- 65 PSF DP REQUIRED CASEMENT ANCHORS (SEE SEPERATE NOA): A) FROM TABLE 12, ANCHORS C & D ALLOW A DP OF +70/-90. B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE IF USING THE CRETEFLEX ANCHOR. C) FROM TABLE 2, 6 ANCHORS ARE REQUIRED IN EACH JAMB. D) SIMILARLY, 2 ANCHORS ARE REQUIRED IN THE HEAD & SILL. E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. F) PER RULES ON SHEETS 2 & 3, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE SIDE OF THE AWNING (HEAD & SILL). 61" 10.6" 4" 10" .—{ 4" 10" 4"� —.1 Lin t� 26" f—' 13" 13" H—{ 34'• I 10.6" PRODUCT REVISED Building Co E:.{iitetier D to By P�Iiai i 1 ado 1ka i*<t Confm 1) USE THIS TABLE FOR ALL WINDOWS PER THE ELEVATIONS ON SHEET 1. DIMENSIONS SHOWN ARE TIP -TO -TIP. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG SIDE DIMENSION SHOWN ON THE TABLE. 3) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN: L SHORT SIDE 1_„,_ LONG SIDE 1 LONG SIDE „.._1 SHORT 1 SIDE FIXED CASEMENT ANCHORS: A) FROM TABLE 11, A 34" X 61" FIXED CASEMENT WINDOW HAS A DESIGN PRESSURE OF +70/-90 USING ANY ANCHOR FROM GROUPS A, B, C OR D. B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE IF USING THE CRETEFLEX ANCHOR. C) FROM TABLE 2A, 6 ANCHORS ARE REQUIRED IN EACH JAMB. D) SIMILARLY, 3 ANCHORS ARE REQUIRED IN THE HEAD & SILL. E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. F) PER RULES ON SHEET 2, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE SIDE OF THE FIXED CASEMENT (HEAD & SILL). • 6 LO o 0 • • • • • • • ••• ••• •• ••• ••' ••• . • • •N . •S— .66 0 ico O Y co 0 °� O o —3 ••. • • • 4 • • • • Z • ••q) • Q ' LtJ • Q . O • Z ••§ Z W 2 (/) 0 CD X LL No. 58705 = — O v' •••..O DP,••. /'///'ONALIIIIk A. LYNN MILLER. P.E. P.E.# 58705 STATE OF aU •••• •ta• • t• • .. a Q••.•j•• CERT. OF AUTH. #29296 • • Design Pressure (psf) for Single Windows, All Anchor Groups Short Side under 23" 25-15/16" 27-3/4" I, 33-1/2" 37' J 44" I 48-1/4" z rn J under 23" +/- 79.6 25-15/ 16" +/- 71.5 +/- 70.5 37" +/- 57.7 +1- 54.3 +/- 52.7 +l- 49.9 +l- 49.4 44" +/- 53.9 +/- 50 +l- 48.1 +/- 44.1 +1- 42.7 +1- 41.6 48-1/4" +1- 52.2 +/- 48.2 +/- 46.3 +/- 41.8 +1- 40.1 +/- 38.2 +/- 35.2 53-1/8" +1- 49.9 +/- 43.8 +1- 42.9 +1- 39.9 +/- 38 58' +1- 46.9 +1- 39.4 +1- 38.1 +1- 37.9 +/- 36.3 63" +1- 44.5 +1- 36.2 +1- 33.8 +/- 33.6 +1- 33.2 76" +/- 40.7 +/- 30.8 +/- 27.4 84" +/- 39.4 +/- 29.3 +/- 25.5 • SHORT SIDE LONG SIDE f LONG SIDE Tl SHORT SIDE 1) SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. 2) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. Design Pressure (psf) for Windows Attached to a Frame Assembly Tube Window Dimension "A under 23" 25-15/16" 27-3/4" 33-1/2" 3T' 44" 48-1/4" 53-1/8" 58" 63" Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group All All All All All All All All All All Window Dimension "B" I under 23" +70/-79.6' +70/-71.5 +/-67.9 +/-60.6 +/-57.7 +/-53.9 +/-52.2 +/-49.9 +/-46.9 +/-44.5 25-15/16" +70/-71.5 +70/-70.5 +/-66.2 +/-57.6 +/-54.3 +/-50 +/-48.2 +1-43.8 +/39.4 +/-36.2 37" +/-57.7 +/-54.3 +/-52.7 +/-49.9 +/-49.4 +/-42.7 +/-40.1 +/-38 +/36.3 +/-33.2 44" +/•53.9 +/-50 +/-48.1 +/-44.1 +/-42.7 +/-41.6 +/-38.2 48-1/4" +/-52.2 +/-48.2 +/-46.3 +/-41.8 +/-40.1 +/-38.2 +/-35.2 53-1/8" +/-49.9 +/-43.8 +/-42.9 +/-39.9 +/-38 58" +/-46.9 +1-39.4 +/-38.1 +/-37.9 +/-36.3 63" +/ 44.5 +/-36.2 +/-33.8 +/-33.6 +/-33.2 76" +/-40.7 +1-30.8 +/-27.4 84" +/-39.4 +/-29.3 +/-25.5 FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE 10 MAX. WINDOW DIMENSION WINDOW DIMENSION FRAME ASSEMBLY TUBE ADDITIONAL -ANCHOR (4), IF REQ. SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE WINDOW DIMENSION WINDOW DIMENSION FRAME ASSEMBLY TUBE 10" MAX. ADDITIONAL ANCHOR (4), IF REQ. SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. FOR GLASS TYPES: 1) 1 /8" Annealed 2) 1/8r" Tempered PRODUCT REVISED as-- complying g with t1w" Firaride Buildiosg CcC`--e Acceptance No i `O J �s Expiretinn Date •1•� I 7-3 By `4t5, Dade Product .oU/' • • • .•• • ••• ••• • ••• • •• • • • • . 0 -0O a•• •»•• I-• 0 • Z• • C9 • CC• • • • • (/) (f) W a_ r�Zr� o a V) W Q❑ • Z � r ••rn • J_ • W . 0 •.❑ Z • �1- W W 0 x L Li O CERT. OF AUTH. #29296 fill `l LYN ON N,y1 �� ' �.1GENSF • •,��� * No. 58705 STATE OF .� �`S "•.F�ORIDP.•• \�� fONA. iEN A. LYNNI MILLER, P.E. P.E.# 58705 4.2-3 • Design Pressure (psf) for Single Windows, All Anchor Groups Short Side under 23" 25-15/16" 27-3/4" 33.1/2" 37" 44' 48-1/4' 53-1/8" 58" 63' y g under 23' +90/-112.1 25-15116" +90/-100.7 +90/-99.4 37' +/- 81.3 +1- 76.5 +1- 74.3 +/- 70.3 +/- 69.7 +/- 60.1 +/- 56.5 +1- 53.5 +1- 51.1 +/- 49.3 44' +1- 75.9 +1- 70.4 +l- 67.8 +1- 62.1 +l- 60.1 +/- 58.6 +/- 53.8 +l- 44.5 +1- 41.9 +/- 40 48-1/4' +1- 73.6 +/- 67.9 +1- 65.2 +1- 58.9 +1- 56.5 +l- 53.8 +l- 53.4 +/- 43.5 +1- 40.6 53-1/8' +1- 71.6 +/- 65.8 +1- 62.9 +/- 56.2 +1- 53.5 +1- 44.5 +1- 43.5 +1- 43.2 58" +/- 69.9 +/- 64 +/- 61 +/- 54.1 +1- 51.1 +/- 41.9 +1- 40.6 63" +/- 68.6 +/- 62.6 +/- 59.6 +/- 52.4 +/- 49.3 +/- 40 76' +l- 66 +1- 55.4 +/- 49.3 +/- 43.1 +1- 39.4 64" +1- 64.9 +/- 52.7 +/- 45.8 +/- 37.8 • FOR GLASS TYPES: 3) 3/16" Annealed 5) 1 /4" Annealed 7) 9/16" IG: (1/8" An - 5/16" Air - 1/8" An) 8) 9/16" IG: (1/8" T - 5/16" Air - 1/8" T) SHORT SIDE f', LONG SIDE f LONG SIDE SHORT SIDE 1) SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. 2) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. PRODUCT REVISED as complying with tha Ft. rid i Building Code Acce€:Cinll'ce Nu ^1 Expiration Dole By, 1?y ador Quart C;or$io{ i Design Pressure (pst) for Windows Attached to a Frame Assembly Tube Window Dimension "A" under 23' 25-15/16" 273/4" 33-1/2" 37' 44" 48-1/4" 53-1/8" 58" 63' Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Ancho Group Anchor Group Anchor Group All All All All A B C& D A B 1 C& D A B C D A B C D A B C D A B C D Window Dimension "B" I under 23" +70/-90 +70/-90 +70/-90 +70/-85.4 +70/-81.3 +70/-79.2 +70/-81.3 +701-75.9 +/-66.6 +70/-75.9 +70/-73.6 +/-60.7 +70/-72.7 +70/-73.6 +/-69 +/-55.3 +/-66.1 +70/-71.6 +1-63.1 +/-50.5 +1-60.5 +/-69.9 +/-58.1 +/-46.5 +/-55.7 +/-68.6 25-15/16" +70/-90 +70/-90 +70/-90 +70/-81.1 +70/-76.5 +70/-76.5 +70/-76.5 +70/-70.4 +70/-70.4 +70/-70.4 +/-67.1 +/-67.9 +/-67.9 +/-67.9 +/-61.1 +/-65.8 +/-65.8 +/-65.8 +/-55.9 +/-64 +/-64 +/-64 +/-51.5 +/-62.6 +/-62.6 +/-62.6 37" +70/-81.3 +70/-76.5 +70/-74.3 +70/-70.3 +/-69.7 +/-69.7 +/-69.7 +/-60.1 +/-60.1 +/-60.1 +/-56.5 +/-56.5 +/-56.5 +/-56.5 +/-53.5 +/-53.5 +/-53.5 +/53.5 +/-49 +/-51.1 +/51.1 +/-51.1 +/-45.1 +1-49.3 +1-49.3 +/-49.3 44" +70/-75.9 +70/-70.4 +/-67.8 +/-62.1 +/-60.1 +/-60.1 +/-60.1 +/-54.3 +/-58.6 +/-58.6 +/-49.5 +/-53.8 +/-53.8 +/53.8 +/-45.1 +/-50 +/-50 +/-50 +/-41.2 +/-47.2 +/-47.2 +/-47.2 +/-37.9 +/-45 +/•45 +/.45 48-1/4" +70/-73.6 +/-67.9 +/-65.2 +/-58.9 +/-56.5 +/-56.5 +/-56.5 +/-49.5 +/-53.8 +/-53.8 +/-45.1 +/-53.4 +/-53.4 +/-53.4 +/-41.1 +/-49 +/-49 +/49 +/37.5 +/-45.7 +1-45.7 +/-45.7 53-1/8" +70/-71.6 +/-65.8 +/-62.9 +/-56.2 +/-53.5 +/-53.5 +/-53.5 +/-50 +/-50 +/50 +/-49 +/-49 +/.49 +/-49 +/-44.9 +/-48.6 +/-48.6 +/-48.6 58" +/-69.9 +/-64 +/-61 +/-54.1 +/-51.1 +/-51.1 +/-51.1 +/-47.2 +/-47.2 +/-47.2 +/-45 +/-45.7 +/-45.7 +/-45.7 63" +/-68.6 +/-62.6 +/-59.6 +/-52.4 +/-49.3 +l•49.3 +/-49.3 +/-45 +/-4,5 +/-45 76" +/-66 +/-55.4 +/-49.3 +/-43.1 +/-39.4 +/-39.4 +/-39.4 84" +/-64.9 +/-52.7 +/-45.8 _ +/-37.8 _ FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE 10" MAX. WINDOW DIMENSION FRAME ASSEMBLY i TUBE WINDOW I '-\ ADDITIONAL DIMENSION - ANCHOR (4), IF REQ. SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE WINDOW j DIMENSION "B" FRAME ASSEMBLY TUBE 10" MAX. ADDITIONAL WINDOW ANCHOR ---••-; DIMENSION 1-0- (4), IF REQ. SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. ti• • • • • LO N ° • • • • • • • •• • •• ••• • I• I • • I • • •N .- CO O 4iQ CO • Z • lay ri • • • 0 . 0 • • a • • W uJ (!) 0 0 X L_ CERT. OF AUTH. #29296 \\1`tlllIfrr/4",,, \�•�\ ONE LYNN * :- : No. 587* ::::, :ocir_r7EL(Nsit::_i_77._-./.ee..ig,-,,,, � Q� STATE EOF CC/ ;, sS •' ' A�'I,; /OVAL E 1�\\ l A.IItY/f' FILE' RI P.E. P.E.# 58705 5 • Design Pressure (psf) for Single Windows, All Anchor Groups Short Side under 23" 25-15/16" 36' 48" 53-1/8" 58' 60' 63" 65' 66-13/16" v 0 -' under 23' +901-150 25-15/16" +901-150 +901-150 35" +90/-141,2 +90/-133.5 63" +901-116 +901-105.8 +1- 84.8 +/- 73.4 +1- 70.9 +/- 69.6 +l- 69.4 +/- 69 66-13/16" +90/-114.5 +901-104.3 +/- 82.9 +1- 70.9 +1- 68.1 +1- 66.4 +/- 65.9 +/- 65.2 +/- 63.5 +/- 62 68" +90/-114.1 +90/-103.8 +l- 82.4 +/- 70.2 +1- 67.3 +/- 65.5 +/- 65 +1- 64.2 +/- 62.4 70" +901-113.4 +90/-103.2 +/- 79.9 +1- 69.1 +1- 66.1 +l- 64.2 +/- 63.6 +/- 62.4 74' +90/-112.3 +90/-101.9 +/- 73.9 +1- 67.2 +l- 64 +/- 61.8 +/- 61.1 76" +90/-111.7 +90/-101.3 +/- 72.1 +/- 66.4 +/- 63.1 +/- 60.8 84" +90/-109.9 +90/-99.4 +/- 65.5 +/- 58.9 +/- 57.7 • FOR GLASS TYPES: 9) 7/8" IG: (3/16" An - 1/2" Air - 3/16" An) L SHORT SIDE LONG SIDE 1) SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. 2) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. f'ROE) dCT REVISED 25 cor-lp yrrtg with t`e Floride r5ui)diog Cade fl Acceptance NO Exiaratioal Date 1 /"1U1-L J. Design Pressure (psf) for Windows Attached to a Frame Assembly Tube Window Dimension "A" under23" 25-15/16" (36'_ 48" 53-1/8" 58" 60" 63" Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Ancho Group Anchor Group Ancho Group All All A B C& D A B C D A B C D A B C D A B C D A B C D 1 Window Dimension "B" I under 23" II-70/-90 +70/-90 +70/-90 +70/81.4 +70/-90 +70/-76.2 +/-61.1 +70/-73.1 +70/90 +/-68.8 +/-55.2 ' +/-66 +70/-90 +/-63.1 +/-50.5 +/-60.5 +70/-90 +/-61 +/-48.9 +/-58.5 +70/-90 +/-58.1 +/-46.5 +/-55.7 +70/-88.7 25-15/16" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +/-67.5 +70/-90 +70/-90 +70/-90 +/-61 +70/-90 +70/-90 +70/90 +/-55.9 +70/-89.6 +70/-90 +70/-90 +/-54 +70/-86.6 +70/-90 +70/-90 +/-51.5 +70/-82.5 +70/-90 +70/-90 35" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +/•62.6 +70/-90 +70/-90 +70/-90 +/-56.5 +70/-90 +70/-90 +70/-90 +/-51.8 +70/-83 +70/-89.2 +70/89.2 +/-50.1 +70/80.2 +70/-87.9 +70/87.9 +/-47.7 +70/-76.4 +70/-86.2 +70/-86.2 -63" +70/-90 +70/90 +70/-83.4 +70/-84.8 +70/84.8 +/-62.6 +70/-73.4 +70/-73.4 +70/-73.4 +/-56.5 +70/-70.5 +70/-70.9 +70/-70.9 +/-51.8 +/-64.6 +/-66.2 +/-69.6 +/-50.1 +/-62.4 +/-64 +/-69.4 +/-47.7 +/-59.4 +/-61 +/-69 66-13/16" +70/-90 +70/-90 +70/-78.7 +70/-82.9 +70/-82.9 +/-59 +70/-70.9 +70/-70.9 +70/-70.9 +/-53.3 +/-66.4 +/-68.1 +/-68.1 +/-48.8 +/-60.9 +/-66.4 +/-66.4 +/-47.2 +/-58.8 +/-65.9 +/-65.9 +/-45 +/-56 +/-65.2 +/-65.2 68" +70/-90 +70/-90 +70/-82.4 +70/82.4 +70/82.4 +/-64.4 +70/-70.2 +70/-70.2 +70/-70.2 +/-58.2 +/-65.3 +/-67.3 +/-67.3 +/-53.3 +/-59.8 +/-65.5 +/-65.5 +/-51.5 +/-57.8 +/-65 +/-65 +/-49.1 +/-55.1 +/-64.2 +/-64.2 70" +70/-90 +70/-90 +70/-79.9 +70/-79.9 +70/-79.9 +/-62.6 +/-69.1 +/-69.1 +/-69.1 +/-56.5 +/-63.4 +/-66.1 +/-66.1 +/-51.8 +/-58.1 +/-64.2 +/-64.2 +/-50.1 +/-56.2 +/-63.6 +1-63.6 +/-47.7 +/-53.5 +/-62.4 +/-62.4 74" +70/-90 +70/-90 +70/-73.9 +70/-73.9 +70/-73.9 +/-59.2 +/-66.4 +/-67.2 +/-67.2 +/-53.5 +/-60 +/84 +/-64 +/-49 +1- +/-61.8 +/-61.8 +/-47.4 +/-53.1 +/-61.1 +/-61.1 76" +70/-90 +70/-90 +70/-72.1 +70/-72.1 +70/-72.1 +/-57.6 +/-64.7 +/-66.4 +/-66.4 +/-52.1 +/-58.4 +/-63.1 +/-63.1 +/-47.7 +/-53.5 +/-60.8 +1-60.8 84" +70/-90 +70/-90 +/-65.5 +/-65.5 +/-65.5 _ +/-57.4 +/-58.9 +/-58.9 +/-58.9 +/-51.8 +/-57.7 +/-57.7 +/-57.7 _ - - FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE MAX. WINDOW DIMENSION WINDOW DIMENSION FRAME ASSEMBLY TUBE ADDITIONAL \-ANCHOR (4), IF REQ. SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE WINDOW DIMENSION WINDOW DIMENSION FRAME ASSEMBLY TUBE 10" MAX. ADDITIONAL -ANCHOR (4), IF REQ. SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. a • • N • • z • • ••(J) • -J Q • I- • W ••a • •Q • 2 U 0 vX 00t1it �.�� ANY LYNN 0U LL •••r o • z U• L1 � • r•• c� • 4•.•• •t ••. • .. a • •• CERT. OF AUTH. #29296 * No. 58705 ....C..(27j-.‘ P ��� '•. T*r:OF (/� ,1°NAL EN A. LYNN MidLt 4,, P.E. P.E.# 58705 6,7 FOR GLASS TYPES: • Design Pressure (psf) for Single Windows, All Anchor Groups Short Side under 23" I 25-15/16' 29" 31-1/2" 34" 40" 54" 60" 63" 1 67-1/2" m m 0 -I under 23" +901-150 25-15/16" +90/-150 +90/-150 63" +901-150 +90/-150 +90/-150 +90/-150 +90/-150 +90/-150 +90/-150 +90/-150 +90/-150 67-1/2" +90/-150 +90/-150 +90/-150 +90/-150 +90/-150 +90/-150 +90/-147 +90/-142.9 +90/-141.7 +90/-134.5 72" +90/-150 +90/-150 +90/-150 +90/-150 +90/-150 +90/-150 +90/-141.1 +90/-136.1 +90/-134.4 76" +90/-150 +90/-150 +90/-150 +90/-150 +90/-150 +90/-150 +90/-136.6 +90/-131.2 84" +90/-150 +90/-150 +90/-150 +90/-150 +90/-150 +90/-133.4 +90/-127.2 114" +90/-150 +901-150 +90/-150 +90/-150 +90/-131.9 +90/-96.6 134" +90/-150 +90/-150 +90/-150 +90/-150 +90/-124.1 145" +90/-150 +90/-150 +90/-150 +90/-149 • 4) 3/16" T 6) 1/4"T 10) 7/8" IG: (3/16" T - 1/2" Air - 3/16" T) L SHORT SIDE LONG SIDE 1) SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. 2) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. PRODUCT REVISED as complying with, is Building Coae Acceptance NO Expiration Date By Mion i adz PrfliltS.^t Window Dimension "B" 1 I� Design Pressure (psf) for Windows Attached to a Frame Assembly Tube Window Dimension "A" under 23" 25-15116" 29" 31-112" 34" 40" 54" 60" 63" Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Ancho Group Ancho Group Anchor Group Anchor Group All All All All A B C& D_ A ] B C D A B C D A B C D A B C D under 23" +70/-90 +70/-90 +701-90 +701-90 +701-90 +701-86.2 +70/-90 +70/-90 +701-73.3 +701-87.7 +70/-90 +1-67.7 +/-54-3 +/-65 +70/-90 +1-61 +1-48.9 +/-58.5 +701-90 +/-58.1 +/-46.5 +/-55.7 +70/-88.7 25-15116" +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +701-90 +70/-90 +701-75.1 +70'-90 +701-90 +70/-90 +1-67.5 +70/-86.6 +70/-90 +701-90 +/-64.3 +70/-82.5 +70/-90 +701-90 63" +70/-90 +701-90 +701-90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +701-90 +70/-90 +701-90 +70/-90 +701-90 +70/-90 +70/-90 +701-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 67-1/2" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +701-90 +70//-90 +70/-90 +70/-89 +70/-90 +70/-90 +701-90 72" +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-88.1 +70/-90 +70/-90 +70/-90 76" +70/-90 +701-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +701-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 84" +701-90 +701-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +701-90 +701-90 +70/-90 +70/-90 114" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +701-90 +70/-90 134" +701-90 +70/-90 +701-90 +701-90 +70/-90 +70/-90 +70/-90 145" +70/-90 +70/-90 +70/-90 +70/-90 FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE 10" MAX.. WINDOW DIMENSION WINDOW DIMENSION "B" FRAME ,, -ASSEMBLY TUBE ADDITIONAL ANCHOR (4), IF REQ. SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE WINDOW DIMENSION "6" WINDOW DIMENSION FRAME ASSEMBLY TUBE 10" MAX. ADDITIONAL ANCHOR --.— (4), IF REQ. SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. cO W J H 0 tr- t n• • • 1•• 0 • '•(V • 0 O 0 �•• 0 CO (1) O � LLI } 1— • J• 0 • •W• W� • •(/) • LV• .D • •g3• ce IZ Z n (%) 0 O Q co uJ J • Q • LLB • • O • Q • Z • Z ••LU • • ••••Il •L0••• o Z•, U • ••••q• CERT. OF AUTH. #29296 tttitill 1 ``� Y LYNN,,� LIGENSF •. ���� 58705 O�•. STA EO 4.0 //,Illltlt1 A. LYNN MILLER, P.E. P.E.# 58705 ASSEMBLY DETAILS TABLE 12: SILICONE STRUCTURAL POLYISOBUTYLENE WITH DESICCANT EXT. GLASS 75 KODISPACE 4SG TPS AS REQUIRED 2 PER TABLE 3, SHEET 4 Item Dwg. # j Description Mat. 1 7005 Main Frame Head, Sill & Jambs 6063-T6 Alum. 2 7071 Anchor Plate 6063-T6 Alum. 3 7007 Installation Hole Cover 6063-T6 Alum. 4 7010 Frame Corner Key Steel 6 7078 Frame Gasket Vinyl Foam 10 7055 Fixed Frame Hole Plug PVC 32 1713 Setting Block 5132" x 3116" x 1-1/4" EPDM 33 1714 Setting Block 5/32" x 1-7/16" x 1-1/4" EPDM 34 7037 Bead A 6063-T6 Alum. 35 7036 Bead B 6063-T6 Alum. 36 7042 Bead C 6063-T6 Alum. 37 7059 Bead D 6063-T6 Alum. 38 1224 Vinyl Bulb Wstp (Thick) Flex PVC 70 39 1225 Vinyl Bulb Wstp (Thin) Flex PVC 70 50 Dow 899 Silicon Backbedding 70 134 Add -on Flange 6063-T6 Alum. 71 7004 Casement Frame Assy Tube 6063-T6 Alum. 86 #8 X 1-1/2" Quad Pn SMS Stainless Steel Stainless Steel 90 #12 x 1" Ph. Pn. TEK Stainless Steal Part # Description Material 75 Kommerling 4SG TPS Spacer System See this Sheet for Materials 76 Quanex Super Spacer nXT with Hot Melt Butyl 77 Quanex Duraseal Spacer 78 Cardinal XL Edge Spacer REFERENCE TEST REPORTS: FTL-8717, 8968 & 8970 1/4" NOM. INT. GLASS STRUCTURAL SILICONE FOAM WITH DESICCANT EXT. GLASS HOT -MELT BUTYL 3/16" NOM. BUTYL & DESICCANT FOAM EXT. GLASS INT. GLASS 76 SUPER SPACER®NXTTM 3.545" 2.784" FRAME HEAD, SILL & JAMB #7005, 6063-T6 .050" (845" - - I .815" BEAD A #7037, 6063-T6 00111110, ON`(.LYNN � /, r. ���'•�10ENS•F'.�� No.58705 .062" NOM. .050" /'''970IVAL 1/rrllltl�\ A. LYNN MILLER, P.E. P.E.# 58705 i .289" .993" .040" INST. HOLE COVER #7007, 6063-T6 BEAD B #7036, 6063-T6 .095" .523" .050" ALUMINUM REINFORCEMENT ./INT. GLASS DURASEAL® 77 SPACER 1.356" 1 1 ffI'1„ T ANCHOR PLATE #7071, 6063-T6 1.187" .865" .870" BEAD C #7042, 6063-T6 POLYISO- BUTYLENE SEAL ROLL -FORMED STAINLESS STEEL EXT. GLASS DESICCANT FILL AREA 5/16" NOM. SILICONE SEAL 78 XL EDGE TM SPACER .050" • • •093" • ADDON FLANGE #134, 6063-T6 .172" 050" } —mil I-+— .569" BEAD D #7059, 6063-T6 • • • • •• .► • !12'S• • • • • • • • • • • • • •162•• INT. GLASS •,•• . • • • • • ••••i 1 1.1yti' }r7 • ••y • • •2.701 • • • •••• FTK• ASSEMBLY TUBE #7004, 6063-T6 • • � • PL- } JUCT REVISED as comp/y:1g with F?Egida Building Cede Acceptance No 1 '- 4- t E:viaitiort iDace U Revised By: Date: Revision B: f'v _ J R 05/25/17 NO CHANGES THIS SHEET. h1ia,� Da,,x Pro i,r�. rje, ,L E Revised By: Dote: Revision A: 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)480-1600 COPYRIGHT© 2017 PGT INDUSTRIES. INC ALL RIGHTS RESERVED BOM AND EXTRUSIONS Drawn By: J ROSOWSKI rtle: FIXED CASEMENT WINDOW DETAILS - NI Dote: 08/08/12 CERT. OF AUTH. #29296 Series/Model: CA-640 Sccle: NTS Sheet: Drawing Nc. 10 OF 10 MD-CA640E-NI Rev: C • • • • • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: •.... .... • • This NOA is being issued under the applicable rules and regulations governing* tl, use of tonsbFuction• • • • materials. The documentation submitted has been reviewed and accepted by Miaipt-1I ade C; ujity RER e. • • • • Product Control Section to be used in Miami Dade County and other areas where*'i11 bed by t)S •Eiuthority • ML1MI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidad,.Kar.'economv • • • • • . .• • • •• • Having Jurisdiction (AHJ). • • • This NOA shall not be valid after the expiration date stated below. The Miami -Dade Connty P10tleiebContro� Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade c uity) resejye.the right to have this product or material tested for quality assurance purposes. If this product or mlUi91 Tails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AIIJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact —Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision C dated 06/19/17, 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. 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# 16-0218.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. ••• • • • •• • MIAMI-DADE COUNTY APPROVED 1 t / /i 7 NOA No. 17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 Page 1 • •• PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. •• •. ••. • • • • • (Submitted under NOA No. 10-0819.05) •• • • •• • 2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum `Lu1g.A(Iullions ;•sheets.1 . through 25 of 25, dated 08/29/11, with revision C dated •46;19/17, p4apared li)'•••: manufacturer, signed and sealed by Anthony Lyml Miller, P.E • • • • • • • •• • • • •• •• B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • : . 2) Uniform Static Air Pressure Test, Loadinge .FBC, T;-M'Q2-94 . • .• •. . •• 3) Water Resistance Test, per FBC, TAS 202-94 • • • •. •. • • 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC. TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014) and with FBC 6th Edition (2017), prepared by manufacturer, dated 08/29/17, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E-1 Jorge M. Plasencia, P.E. Product Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 • • PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS •. • • 1. Statement letter of conformance to FBC-5'h Edition (2014) wid FBC-b"E▪ ditioh (20147, dated 06/22/17, issued by manufacturer, signed and �eaaed•by Antfenir Lynn Miller, P.E. • • 2. Statement letter of no financial interest; dated 06/22/17, isexeti by ma rzifactureo, . • . signed and sealed by Anthony Lynn Miller, P.E. • • • • • • • •• • • • • • .. . . . . . ..• .. .... G. OTHERS• . 1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries,' I$c. for: the▪ ir Series ..:• "PGT" Clipped Extruded Aluminum Tube Mullion L!vJ.L, approved or • 04/14/16 and expiring on 05/26/21. E-2 •• • •. • • • • .. Jorge M. Plasencia, P.E. P�dduct Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 SUITABLE FOR ALL LOCATIONS REQUIRING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGURE 1: MULTIPLE M ULLIONS SEE DETAILS A THRU G; SHEETS 2-4 VERT. MULL LENGTH OPENING WIDTH FOR VERTICAL MULL SEE DETAILS A-D,G,H; SHEETS 2-4 / I� HORIZONTAL MULL LENGTH SEE DETAILS A-D,G,H; SHEETS 2-4 HORIZONTAL MULL LENGTH ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: MULL I LENGTH I` OPENING HEIGHT MULL LENGTH (--OPENING WIDTH-1 SINGLE MULLION SINGLE MULLION ^\ SEE CORRESPONDING DETAILS FROM FIGURE 1 ABOVE. CODES / STANDARDS USED: SEE DETAIL E, SHEET 3 ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE SEE DETAILS A THRU G; SHEETS 2-4 OPENING HEIGHT FOR HORIZONTAL MULL FENESTRATION PRODUCTS MAY BE OF ANY TYPE. MUST BE MANUFACTURED BY PGT. 1----HORIZ. MULL LENGTH ---I OPENING HEIGHT \ . FOR HORIZ. MULL •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION .2014 FLORIDA BUILDING CODE FBC), 5TH EDITION •ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADM-2015 •AISI S100-12 •AISC 360-10 OPENING WIDTH FOR VERTICAL MULL I OPENING WIDTH FOR VERTICAL MULL MULTIPLE MULLIONS 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 S€TUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS HAVE BEEN TESTED AS "FREE-FLOATING" AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL NOT HAVE A GAP OF MORE THAN 1/4" FROM THE CLIP. 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN.L/180. THE 1/3 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. 5) 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 24. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. 8) REFERENCE: TEST REPORTS: FTL-6443; ELCO ULTRACONIAGGRE-GATOR NOA'S 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. 11) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. 'VERT. MULL LENGTH GENERAL NOTES 1 INSTRUCTIONS 1 ELEVATIONS 1 MULL TO 2X WOOD 2 MULL TO 1X & MASONRY 2 INSTALLATION NOTES 2 MULL TO MASONRY 3 MULL TO STEEL STUD 3 MULL TO MULL 3 ALTERNATATE CLIPS 4 BAY MULL INSTALLATION 4 1 X 2 X .125 MULL SPECS 5 1 X 2 X .375 MULL SPECS 6 1 X 2.75 X .375 MULL SPECS 7 1 X 2.75 X .65 MULL SPECS 8 1 X 3.125 X .500 MULL SPECS._9 1 X 4 X .125 MULL SPECS 10 1 X 4 X .375 TUBE MULL SPECS11 1 X4X.375 'T"MULL SPECS 11 • 1.25 X 3.188 X .265 MULL SPECS12 • • 1.25 X 3.25 X .100 MULL SPECS 13 1.25 X 3.25 X .624 MULL SPECS 14 • • 1.25 X 3.94 X .624 MULL SPECS 15 • • 2 X 4 X .25 MULL SPECS . 16 2 X 6 X .25 MULL SPECS 17. 126 X 2.11 X .125 MULL SPECS18 • 30° X 3.25 BAY MULL SPECS 19• • • 45° X 325 BAY MULL SPECS .. 20• • • MULLION & CLIP DIMENSIONS24 2� s EXAMPLES 1 & 2 • LOADING EXAMPLES 25• INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBS/FTZ) 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 25 TO DETERMINE IF THE WIND LOADING IS "RECTANGULAR" OR "TRIANGULAR/TRAPEZOIDAL". 4) FIND THE CHOSEN MULLIONS MULLION CAPACITY (LBS/FTZ) FROM TABLES 1A THROUGH 16A, ON SHEETS 5 THROUGH 20 RESPECTIVELY, USING THE MULLION TYPE, LENGTH ANC) OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). THE MULLION CAPACITY (LBS/FT/) OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LBS/FT2) FOR THE OPENING OBTAINED IN STEP 1). 5) 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_ 6) FROM THE ANCHOR CAPACITY (LBS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE ANCHOR/SUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR CAPACITY IS MET. 7) IF THE MULLION CAPACITY (LBS/FTZ) OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LBS/FTZ) 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 8) VERIFY THE DESIGN PRESSURE RATING (LBS/FTZ) FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION CAPACITY (LBS/I- (2) OBTAINED FOR THE MULLION SYSTEM- THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION PRODUCT ASSEMBLY. 9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERT 1IT. • 0 w w w In i 0 4- • • •r.r • w• �i• !7 fl. • aiD h (7 } d O 0 FL CERT OF AUTH.# 29296 0) Z 0 2 LU • •: • • J •Fa-- • • 1- ico • R 0 0 0 csi U Z o O o l— • son `I �• /Lilo • tug'. c' • Z•• • o 1- d°2 ft z 0 • a v Y U V rit 0) rn dp o •• • • • • • • • • • • • •• • •• 0 0.O PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 2_ By ..-- Miami- ode Product Control V�A1�11111(/�// \\\ ONY LYN/y�� S ='t .•' LICENE •��(<,� • No. 58705 1Cr tt` ;�,�STATE OF ,� C •F<OFOOP'.•� ss•®NAL E� \\\� A. LYNN MILJLIBIR! Y.E. FL P.E.# 58705 . • • • • • ••• • DETAIL A: MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) EITHER THE STANDARD OR OFFSET MULL CLIP MAY BE INSTALLED BY THIS METHOD. EMBEDMENT FRONT VIEW MULLION e \ e c e a EXTERIOR \4 TYP. ANCHOR ~PER SUBSTRATE, SEE TABLES 13-168 BUCKSTRIP AND ATTACHMENT BY OTHERS, SEE NOTE 1, SHEET 1. EDGE DISTANCE "—FOR WOOD SCREWS e .250" MAX FOR ALL MULLIONS MULLION SEE SHEETS 21-23 FOR HOLE LOCATIONS DETAIL B: MULLION ATTACHED TO 1X WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) n -a \J� Lea EXTERIOR / �. DISTANCE / FOY_� , �\ MASONRY ` \- \ ANCHORS �\ --2----\ N \\ a THE OFFSET CUP IS RECOMMENDED FOR FIN -FRAMED WINDOWS, BUT MAY ALSO BE USED FOR OTHER FRAME TYPES. TYP. ANCHOR PER SUBSTRATE, i SEE TABLES 1 B-16B // EDGEIEND rDISTANCE SEE TABLES 1B-138 SIDE VIEW INSTALLATION NOTES; 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL G, SHEET 3. 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 1/4" S.S. AGGREGATOR MASONRY ANCHORS. EDGE MULLION BUCKSTRIP .AND ATTACHMENT BY OTHERS, SEE NOTE 1. SHEET 1. EMBEDMENT MIN 2.7 KSI CONCRETE OR CMU FRONT VIEW MIN2.7KSI .. . CONCRETE OR CMU EDGE DISTANCE FOR MASONRY ANCHORS TYP. ANCHOR /—PER SUBSTRATE, SEE TABLES 1B-13B BUCKSTRIP AND ATTACHMENT BY OTHERS,/ SEE NOTE 1, SHEET 1. TYP. ANCHOR PER SUBSTRATE, SEE SEE TABLES 18-13B EDGE DISTANCE, SEE SEE TABLES 1 B-13B SIDE VIEW EITHER THE STANDARD OR OFFSET MULL CLIP MAY BE INSTALLED BY THIS METHOD. O w cc w W CC 0, 2 0 (1) Z 0 J 2 W a) • -' • •• r ••• rZ •• ••D •_- 0 • • Cr •D 'I-.. •••.••¢ • •• a• 00 •••F • ...I: F— • r*"• CO • o •W • •cv • a' © U >- O R. •:"• • • • •• • • • ci Z • •• •* •• •P •N Z . co ,jo Ys••q FL CERT. OF AUTH.# 29296 0 N .;;cc PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 By Miami -Dam Product Control . • • • • • • • • • • • • • • • • • • •• • `1111111JIIII ��`•-•• GENSF'•, * •;' No. 58705 S ATOF' ••• CU �i(C`s C ORi D P'. - •.eN H ij 111\ A. LYNN �i1�LLER, P.E. FL P.E.# 58705 • DETAIL C: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CLIP SHOWN) EITHER THE STANDARD OR OFFSET MULL CLIP MAY BE INSTALLED BY THIS METHOD. L� EXTERIOR EMBEDMENT t " TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1B-13B MIN 2.7 KSI CONCRETE OR CMU FRONT VIEW MULLION TYP. ANCHOR ,—PER SUBSTRATE, SEE TABLES 1B-13B a BUCKSTRIP AND ATTACHMENT BY OTHERS, SEE NOTE 1, SHEET 1. EDGE DISTANCE FOR MASONRY ANCHORS THE OFFSET CUP IS RECOMMENDED FOR FIN -FRAMED WINDOWS, BUT MAY ALSO BE USED FOR OTHER FRAME TYPES. TYP. ANCHOR -PER SUBSTRATE, SEE TABLES 1B-136 EDGE - DISTANCE —SEE TABLES MIN 2.7 KSI CONCRETE OR CMU 1B-13B SIDE VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOCD BUCKS ARE OPTIONAL, SEE DETAIL C, THIS SHEET. 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 1/4" S.S. AGGREGATOR MASONRY ANCHORS. FRONT VIEW EXTERIOR VARIES -1 f---.125" MIN. TOP VIEW VARIES—H DETAIL E: MULLION TO MULLION INTERSECTION (U-CLIP) INTERSECTION U-CLIP FRONT VIEW MULLION EXTERIOR NOTES: 1) MAY BE INSTALLED IN 'TEE OR "CROSS' INTERSECTIONS. 2) MAY BE INSTALLED HORIZONTALLY (SHOWN) OR VERTICALLY. 3) SEE U-CLIP DRAWINGS, SHEETS 21-23 FOR CORRESPONDING MULLION. //12 STEEL SCREWS, /---SELF-DRILLING OR PRE -DRILL MULLION AND USE SMS SEE SHEETS 21-23 FOR HOLE LOCATIONS DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) STRUCTURE TYP. ANCHOR /—PER SUBSTRATE, // SEE TABLES 16-138 SEE SHEETS 21-23 FOR HOLE LOCATIONS -MULLION FOR STEEL STUDS THINNER THAN 16 GA AND COMPLIANT WITH THE FL BUILDING `-COOE, A 2X WOOD BACKER MUST USED. ATTACHMENT BY OTHERS. USE WOOD ANCHOR SPECS NOTES: 1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD ANCHOR VALUES MAY BE USED. 2) SEE CORRESPONDING MULLION TABLES, SHEETS 5-20, FOR QUANTITY OF SCREWS. EDGE DISTANCE SEE TABLES 1B-13B SIDE VIEW MULLION SIDE VIEW EDGE DISTANCE SEE TABLES 1 B-136 w w U) w 0) z 0 (r • • a• •• (941) 480-1600 FL CERT. OF AUTH.# 29290 ••Q•� Z •• feh ••— • w. • • •j • •••-R'•- • z •••,.••1- • Q >- a. O U 0 CL tV 0 cC � • •afA • z • 0••• • LLI w (n (n 1 U) 0.4 Z UI c No•o'02• • zl N • 6.7 CO 1-30 p •• PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 By f Miami -Dade Product Control 01111100 \ \\\ soNY LYNN //// • c * No.58705 STATE :'�L(/`� &s '••`"coRIDA.•• \C\� A.' X�1f NI t 1 Y' E FL P.E. 58705 •••• • •• • • • • • • ••• • I • • • • •• •• • • • ••,• • • • •-'• • • EXTERIOR DETAIL F: FIELD -MODIFIED MULLION CLIP (F-CLIP) SEE DETAILS A-D, SHEETS 2 AND 3 FOR INSTALLATION TO SPECIFIC SUBSTRATES. r STANDARD MULLION CLIP ,,-MODIFIED TO FIT FIELD CONDITIONS. SIDE VIEW SHOWN WITH 1"X 4" X .125" MULLION reb0:01014..: ,—MULLION TYP. ANCHOR "—PER SUBSTRATE, SEETADLES 1B-13B INTO WOOD, STEEL, ALUM, CMU OR MASONRY EXTERIOR 7/r;!' .. / EDGE D[STANCE PER ANCHOR 2 STANDARD CLIP TO BE MODIFIED IN -FIELD. DETAIL G: ANGLE MULLION CLIP (ANGLE CLIP) N`-x./, _\ EXTERIOR \ V MULLION TYP.ANCHOR "—PER SUBSTRATE, SEE TABLES 1 B-14B NOTES FOR INSTALLATION OPTIONS F. 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26" X 2.11" X .125' MULLION. 2) SEE TABLES 1B-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. INTO WOOD, STEEL, ALUM, CMU OR MASONRY • TOP VIEW 2"X5"X.125" ANGLE CLIP, r 2 PER MULLION END, / MUST BE INSTALLED INSIDE OF MULL. 1 EDGE DISTANCE PER. A ANCHCR 2 DETAIL H: BAY MULLION INSTALLATION (ANGLE CLIP) 30" OR 45° /-BAY MULL TYP. ANCHOR `—PER SUBSTRATE, SEE TABLES 156 OR 16B EXTERIOR FL CERT. OF AUfH.# 29296 • • • •• • • • • • • • • • • • • • • • • • • • • • •• • 2'X5"ANGLE CLIP, •••• • 2 PER MULLION END, MUST BE • • ��INSTALLED INSIDE OF BAY MULL. • \ • • •• .4\ INTO WOOD, STEEL, ALUM OR MASONRY NOTES FOR INSTALLATION OPTION G & H: 1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION. 2) DETAIL G: SEE TABLES 1B-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3) DETAIL H: SEE TABLES 15B OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE LOCATIONS. COPYRIGHT O 2017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED Z 0 J J 2 •r • •z • • .7 • Q • 41--• arz •� LL1 0 i= d- u •� d • J•o . U •g• • CA• •9R • Z • • 0 • •.. HipE 1-0• • °•• Z •41111•e- I`• Z Q '- —...: Io • rip Q —' A J u• Jr •• • 0 Q •• •. • • • 0 m0 re' T) • • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 By Miami -Dads Product Control - = fi�:• \:1N1oi.151781710151/1/ •.W LYN%, • ;0�•54AET , • 4/- vA\•°/./.,-;0''(.‘N°AR'LDP;;-,-‘4--,‘-'1\--:'41:.' A.L'WNVSFVIIL , P.E. FL P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • •I• •• • TABLE 1A 1X2x.125 Alum. Tube Mullion is c ZD 42 In 48 in 50.625 in 54 in 60 In 63 in 66 in 72 in 78 in 78 in 50 in Rectangular Loading 111.9 74.9 63.9 52.6 38.4 33.1 28.8 22.2 18.9 17.5 408 312 281 247 200 181 165 139 125 118 60 in Opening 70 in Trap/Triang. Loading 129.5 83.8 332 Rectangular Loading 93.2 408 Trap/Triang. Loading 115.5 Rectangular Loading Trap/Triang, Loading 325 79.9 408 107.8 258 62.4 312 73.4 252 53.5 312 67.0 70.6 57.5 234 207 53.2 281 61.5 228 45.6 281 55.7 03 CO c U U B, 321 248 224 43.9 247 49.8 202 37.6 247 44.8 199 41.2 170 32.0 200 35.4 166 27.4 200 31.5 163 35.3 155 27.6 181 30.3 152'; 23.7 181 26.9 149 30.6 23.3 142 24.0 165 26.1 139 20.6 165 23.1 136 120 18.5 139 19.9 118 15.9 139 17.5 116 19,7 18.2 109 ! 15.7 125 16,8 107 104 Mullion Capacity Table (lbslft2) lidth (for vertically -sparring mullions) or Opening Height (for horizontally -sparring mullions) 80 in I 90 in l 100 in - _ 120 In 140 in 160 Rectangular in -_ Trap/Mang. Rectangular Loading Trap/Triang. 1 Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Tilang. Loading Rectangular Loading 1 Mullion Capacity —1 (Ibslft2) 51 Anchor Capacity 2 Required (Ibs) Mullion Capacity n (Ibslft2) n- m Anchor Capacity a' c Required (Ibs) Trap/Triang. Loading Anchor Capacity a Required (Ibs) Mullion Capacity • (Ibslft2) 9,3 r Anchor Capacity 2 Required (Ibs) ; Mullion Capacity (Ibslft2) °s • I Anchor Capacity o i Required (Ibs) D 0. Ol e g N Anchor Capacity Required (Ibs) Mullion Capacity (Ibsfk2) Anchor Capacity Required Qbs) Mullion Capacity (Ibs/ft2) Anchor Capacity Required (Ibs) Mullion Capacity (Ibslft2) Anchor Capacity Required (Bs) Mullion Capacity (Ibslft2) Anchor Capacity Required (Ibs) Mullion Capacity (Ibslft2) Anchor Capacity Required (lbs) Mullion Capacity (Ibslft2) ' Anchor Capacity Required (Ibs) A" a a. 19 a' . G 69.9 408 104.4 319 62.1 406 104.0 319 55.9 408 104.0 319 46.6 408 104.0 319 39.9 408 104.0 319 35.0 465 1134.0 sry 244 46.8 312 63.2 246 41.6 312 61.3 244 37.5 312 61.0 244 31.2 312 61.0 244 26.8 312 61.0 244 23.4 312 61.0 49.3 219 39.9 281 52.1 222 35.5 281 50.1 220 31.9 281 49.3 219 26.6 281 49.3 219 : 22.8 281 219 20.0 281 193 32.9 247 41.5 196 29.2 247 39.4 194 26.3 247 38.4 193 21.9 247 38.1 193 18.8 247 38.1 193 16.4 247 38.1 24.0 200 28.9 160 21.3 200 27.1 159 19.2 200 25.9 157 16.0 200 25.0 156 20.7 181 24.5 146 18.4 181 22.8 144 16.6 181 21.7 143 18.0 165 21.0 134 i 1 TABLE 1B Anchor Capacity Table (Ibs) PT Wood Metal Anchor Clip Patterns Substrate: 2.7k Concrete 3.5k Conc. Hollow CMU Filled CMU Anchor Type: 3/16" Etc° Ultracon 1/4" Elco Ultracon 5/16" Elco Ultracon 3/16" Elco Ultracon 1/4" Etc° Ultracon 1/4" SS Elco AggreGator 5/16" Elco Ultracon 1/4" SS Elco AggreGator #10 Steel Screw (35) #12 Steel Screw (GS) #12 Steel Screw (G5) 0.324 Edge Distance 1" 2-112" 1" 2-1/2" 3-118" 1" 2-1/2" 1" 2-1/2" 2" 3-118" 2" 0.48" 0.54' (5n): Embedment (In): 1-3/4" 1-3/4" 1-314' 1-3/4" 2" 1-114" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 2" 1-3/8" 1-3/8" Series 560 Ibs 1): 390 lbs 390 lbs 450 Ibs 890 Ibs 1644 Ibs 270 Ibs 280 lbs 354 Ibs 740 Ibs 374 Ibs 664 lbs 946 Ibs 341 Ibs 442 ibs 2 Anchors @ 4.75" Min. 0.C. 1 Standard or Offset Clip (Fig. Min- O.C. 1 Standard (or Offset) Clip (Fig. 2): 480 Ibs 7001bs N/A N/A N/A NIA 380 Ibs N/A NIA NIA N/A N/A 682 Ibs Ibs 885 lbs 885 lbs 1120 Ibs 1120 Ibs 4 Anchors @ 1.15" 3" Min. O.C. / (2) 2x5 Angle Clips 1(Fig. 3): 780 lbs 780 Ibs 680 Ibs 1560 Ibs 1896 Ibs 540 Ibs 560 Ibs N/A 760 Ibs 748 Ibs 880 Ibs 1692 lbs 682 N/A 715 Ibs 4 Anchors @ Min. O.C. / U-CIIp, into Alum_ (Fig. 4): N/A, NA N/A N/A N/A N/A N/A N/A NIA N/A N/A N/A N/A Ibs 221 lbs 280 lbs 2 Anchors @ 0.45" .125" 1 Anchor / F-Clip (Fig. 5): 195Ibs 195 Ibs 225 ibs 445 Ibs 822 Ibs 135 Ibs 140 Ibs 177 Ibs 370 Ibs 187 Ibs 3321bs 473Ibs 170 341 442 Ibs 560 ibs 1.15" Min. 0.CJ F-clip (Fig. 6): 240 lbs 350 Ibs N/A N/A N/A N/A 190 Ibs N/A N/A NIA N/A N/A Ibs 2 Anchors @ .- _ .._.._...:, rr.-,-.., �.�.� 1anr i�o vnr ! ICC AC TLJG CTAnirlARf C.1 IP_ NOTE: FOR THE OFFSET CLIP, US FIGURE 1: FIGURE 3: • e FIGURE 4: FIGURE 2: 0 • ANGLE CLIP MUST BE USED IN PAIRS. FIGURES: FIGURE 6: • ANCHOR CAPACITY ADJUSTMENT FORMULA: (DPI,)X\ANCHORCAP.IOOOOI \_ANCHOR CAP.�a `MULLION CAP.F,"M, ",F 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 25 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 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6C63-1-5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. --1 1.000" 1' - 2.000" .125" 1" X 2" X .125" MULLION FL CERT. OF AUTH,h 292 W 7 CC w w W CC 1- 0 W • a • 177 • a •4_ 112 Otp4i • •CC 0 ••• • .. • i-- z O - J - J 2 0 a t() N • • 1 • ••W • • • • • • N •• X z PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 By /- Miami -Dad Product Control t�tttlilllel 0 '/ . LY!NN �'..' LtCENSF * • No. 58705 2 ; STATE t3F . •' (;// 6\61 /S/O/lAL E� A. LYf\111 , P.E. FL P.E.# 58705 � • • • • • • • • ••• • • • • • • • • • 2A TABLE Mullion Capacity Table (Ibs/ft2) 1 x Alum. Mullion Opening Width (for vertically -spanning mullions) or Opening Height (for horizontally -spanning mations) 2 x .375 Tube 50 in 60 in 70 in 80 in 90 in 100 in 120 in 140 in 160 In Trap/Triang, Rectangular Loading Trap/Triang. Loading Rectangular Loading TraplTriang. Loading Rectangular Loading Traprfriang. Loading Rectangular Loading T Trap/Triang. Loading Rectangular Loading Ttap?dang. Loading Rectangular Loading TraR+'Triarlg. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Rectangular Trap/Triang. Loading Loading . bR U O- J y G m V a m E '5 C ¢�� 2 '6 U_ N O C 'u 1°i.o U �o ` E 4 N Q R ?• ° a U c v °= 5 1 ?' ° flc U v m E g G Cam/ 'Q �' 'a n U_ = O- _ p� 3 2 4c G A. S i na U �p d L g CV.. 0• C Q C ? o Ra U -- 7 '� G z' n -- co U a 'd e E g 2 Q R' o a U_ C O _- 3 G a s Wc U v t g E 3 G �j Q a' a m U c (� C '2' G a n mG U a p? L 7 C rye Q IL a A U (� E C "2 G m a o� U o 'aU L 7 ° C C d Q R' o U o ry _ pl .O G m H mc. U v o g ' 7 tC�, O' 4 m U sp �^,� _ -- - o N �a m U `o g -c tCl . li a. a (J g `` -- C� as Uc `° g ter C Q 0_' a A c p _ 3 L G _ a� 6� b 'c 7 SV Q Q� n U �y o C = 7 .G a� Uv ° E t g N G 2' E U_ ry g C _ y- l] G o. .� Uv ° g L E d I @ U_ N 0 C .5 3 as°Di Uv 8 g L G , Q a n U_ E g = G� - an Ua L . 9 C , c R' a U (y C gt '2 G a ��2. Uv t c c SY a rCi ° (^� s C_ & 4. l U _ L Q R� Mull Length in s: 170.0 Q¢ 620 G 170.0 435 •� 151.3 562 170.0 478 1 129.7 662 170.0 506 113.5 662 169.5 518 100.9 662 168.9 517 90.8 662 168.9 517 75.7 662 168.9• 517� E4.9 662 168.9 517 56.7 662 168.9 517 396 42 in 121.6 507 136.0 419 101.4 507 119.2 410 86.9 507 106.7 403 76.0 507 102.6 399 67.6 507 99.6 397 60.8 507 99.0 396 60.7 507 99.0 396 43.4 507 99.0 396 38.0 507 99.0 356 48 50.625 in 103.7 456 114.6 379 66.4 456 99.9 371 74.1 456 90.5 364 64.8 456 84.5 360 , 57.6 456 ' 81.3 357 51.8 456 800 356 43.2 456 80.0 356 37.0 456 80.0 356 F 32.4 456 80.0 313 54In 85.4 400 93.3 336 71.2 400 80.9 328 51.0 400 72.7 322 53.4 400 67.3 318 47.5 400 64.0 315 42.7 400 62.3 314 35.6 400 61.8 313 30.5 400 61.8 313 26.7 400 61.8 34.6 324 43.9 257 31.1 324 420 255 26.0 324 40.5 253 22.2 324 40.5 253 19.5 324 40.5 253 230 in 623 324 66.9 276 51.9 324 57.5 270 44.5 324 51.2 264 38.9 324 46.9 260 60 63 in53.8 294 57.4 252 44.8 294 49.2 245 38.4 294 43.6 241 33.6 294 39,8 237 . 29,9 294 37.1 234 26.9 294 35.2 232 1 224 294 33.5 230 19.2 294 33.4 230 16.8 294 33.4 27.7 209 66 in 46.8 258 49.6 230 39.0 268 424 225 33.4 268 37.5 221 29.2 268 34.1 218 26.0 268 31.6 215 123.4 268 29.8 212 19,5 268 28.0 210 16.7 268 27.7 209 14.6 268 19.6 176 . in 36.0 225 37.9 196 30.0 225 32.2 191 25.7 225 28.4 188 22.5 225 25.6 185 20.0 225 23.5 182 18.0 225 22.1 180 15.0 225 20.3 177 12.9 225 19.6 176 11.3 225 158 72 76 in 30.6 202 -320 177 25.5 202 27.2 173 21.9 202 23.9 170 19.2 202 21.5 167 17.0 202 19.7 165 15.3 202 18.4 163 128 202 16.7 160 10.9 202 15.9 158 9.6 202 15.8 15.7 192 18.1 157 14.2 192 16.8 155 11.8 192 15.2 152 10.1 192 14.4 150 8.9 192 14.2 150 78 in 28.3 192 29.6 168 23.6 192 25.1 165 20.2 192 22.0 162 17.7 182 19.7 159 18.5 144 19.0 128 15.4 144 16.1 126 90 in in 15.2 127 15.6 113 96 Aklf'Ur110 rel7ACITv Ai-LuiS 2B TABLE Anchor Capacity Table (lbs) Wood Metal Anchor Clip PatternsAggreGator Substrate: 2,7k Concrete 3.5k Conc. Hollow CMU Filled CMU PT Anchor Type: 3/16" Elco Ultracon 1/4" Elco Ultracon 5/16" Eico Macon Elco Uttracon 1/4" Etco Ultracon 1/4" SS Eloo AggreGator 5/16" Elco Ultracon 1/4" SS Elco AggreGator #10 Steel Screw (G5) #12 Steel Screw {G5i #12 Steel Screw (G5) Edge Distance (MY 1" 2-712" t" 2-1/2" 3-118" 1" 2-1/2" 1" 2-1/2" 2" 3-1/8" 2" 0.48" 0.54" 0.324" 1-3/4" 1-3/4" 1-3/4" 2" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 2' 1-3/8" 1-318" varies 2 Anchors @ 4.75" Min. O.C.1 Standard Embedrnent(iny or Offset Clip (Fig. 1 Y. 1-3/4" 390 Ibs 390 Ibs 450 Ibs 890 ibs 1644 Ibs 270 Ibs 260 ibs 354 ibs 740 Ibs N/A 374 Ibs N/A 664 Ibs N/A 946 ibs NIA 341 Ibs 682 lbs 442 ibs 885 )bs 560 Ibs 1120 ibs 4 Anchars @ 1-15" Min. O.C. / Standard (or Offset) Clip (Fig. 2): 480 Ibs 700 Ibs N/A N/A N/A N/A 380 Ibs N/A ibs 1892 lbs 682 Ibs 885 Ibs N/A 1120 Ibs 715Ibs 3" Min. O.C. / (2) 2x5 Angle Clips / (Fig. 3)_ 780 Ibs 780 Ibs 630 lbs 1560 Ibs 1896 Ibs 540 ibs 560 Ibs N/A 760 Ibs 74-8 lhs 880 4 Anchors @ 2 Anchors cti, 0.45•' Min. 0.C. 1 U-Clip, into .125" Alum. (Fig. 4): N/A N/A N/A N/A N/A NIA N/A N/A N/A N/A NIA NIA NIA. 225 Ibs 445 Ibs 822 ibs 1351bs 140 Ibs 177 les 370 Ibs 187 ibs 332 Ibs 473 les 170 ibs 221 Ibs 442 ibs 280 lbs 560 ibs 1 Anchor/ F-Clip (Fig. 5): 195 ibs 195 ibs 1.15" Min. O.C./ F-Clip (Fig. 6): 240 Ibs 350 Ibs N/A N/A N/A N/A 190 Ibs N/A N/A N/A N/A NIA 341 its 2 Anchors @ n ninuno /Ar 1 ICC AO TI-IF OT1NnARn Cl IP_ NOTE: FOR THE OFFSET CLIP, USE THE SAME ANL.r1UI- rti r t i rEry r�rvv r+t�� rr� FIGURE 1: 0 0 FIGURE 3: 0 0 FIGURE 4: • FIGURE 2: 0 0 r 1 0 0 0 0 ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 5: 0 FIGURE 6: 0 0 TMENT FORMULA: (DP ) X ( ANCHOR CAP. r""'" i) = ANCHOR CAP.„,K. \MULLION CAP.,,„.-„r,".E 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 25 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 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACl 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 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. ---1 1.000" (- 1" X 2' X .375" MULLION FL CERT, OF AUTH,#29296 tY W w W cn 1- 2 0 • E •040 J• E• ••• • • VI „I ••0• ••Z• • F• • (. 0 • • r• • •- 0 >- - T (3 0 a O 0 l� z 0 ED J W •E •z • D ••-•1 • • (I) U eL 1- a 0 (n CY a ° to cc U 0 fit• • O • ••; • • ..J• • J ••t• � 4. • • • m U 1"- W •W (/`23^ rn • • 2 • • o • • �z •t - • r-- !" • • C) • '• mO 3 • • _• • 0 (1) TO me PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 By Miami-DadQ'Product Control ,1Y11111))11/•7` CN`•••. \GENs' • •, ((• No. 58705 l-p�•. STATEF !L`` i 'cCORlO� .•' NY: �'/,SfQNAL `\.\ //11)1t1111N A. LYNN MILLER, P.E. FL P.E.# 58705 * 3A TABLE Mullion Capacity Table (lbs/Et2) '1 x .375 Tube Mullion Opening Width (for vertically -spanning mullions) or Opening Height (for horizontally -spanning mullions) 50 in 60 in 70 in B0 in 90 In 100 in 1 120 in 140 in 160 in Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap)Triang, Loafing Rectangular Loading Trap/Triang. Loading Rectangular Rectangular Loading Trap/Mang. Loading Rectangular Loading Trap7Triang. Loading Rectangular Loading TraprTriang. Loading Rectangular Loading Trap/Triang. Loading 2.75 X Alum. Rectangular Trap(Triang. Loading Rectangular Loading Trap/Triang. Loading 1uIlion Capacity ;Ibs/(t2) u L Anchor Capacity Required abs) Mullion Capacity (Ibslft2) Anchor Capacity Required (lbs) G ro V C= Anchor Capacity e Required (lbs) po 11 ( C N �g Anchor Capacity , Required (lbs) Mullion Capacity (Ibs/tt2) Anchor Capacity Required (lbs) Mullion Capacity (Ibslft2) Anchor Capacity Required (lbs) Mullion Capacity (lbs/ft2) Anchor Capacity Required (lbs) a A 0 c N O' Anchor Capacity Required (lbs) Mullion Capacity (Ibslft2) Anchor Capacity Required (lbs) Mullion Capacity (lbs/ft2) a 8..8 m G O o .0 5 =Mullion Anchor Capacity Required (lba) Mullion Capacity (Ibs/ft2) Anchor Capacity Required Oho) 8 o r= N O = 5 a Anchor Capacity . Required (Iba) Mullion Capacity (Ibs/ft2) Anchor Capacity Required (lbs) . U 2 tq _ = 9 N Anchor Capacity Required (lbs) Mullion Capacity (Ibslft2) Anchor Capacity • Required (lbs) t. Mullion Capacity (Ibs/ t2) Anchor Capacity Required (lbs} Mullion Capacity (Ibslft2) Anchor Capacity - Required (lbs) Mull Length in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170,0 1240 170.0 521 148.7 1301 170.0 521 127.5 1301 170.0 521 111.5 1301 1ra.0 mzi 42 48 in 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 151.8 1139 170.0 677 136.6 1139 170.0 680 113.9 1139 170.0 680 97.6 1139 170.0 680 85.4 1139 170.0 680 756 50.625I6 170.0 747 170.0 563 170,0 896 170.0 631 167.8 1032 170.0 684 146.8 1032 170.0 723 130.5 1032 170.0 747 117.4 1032 170.0 756 97.9 1032 170.0 756 83.9 1032 170.0 756 73.4 1032 170.0 64in 170.0 797 170.0 612 161.3 907 170.0 691 138.2 907 164.7 730 120.9 907 152.5 720 107.5 907 145.0 714 96.8 907 141.1 710 80.6 907 140.0 709 59.1 907 140,0 709 60.5 907 140.0 709 574 60 in 141.1 735 151.5 625 117.6 735 130.3 611 .100.8 735 116.0 599 88.2 735 106.2 590 1 78.4 735 99.5 583 70.5 735 95.1 578 58.8 735 91.8 574 50.4 735 91.8 574 44.1 735 91.8 63in 121,9 666 130.0 570 101.6 665 111.5 557 87.0 656 98.9 547 76.2 666 90_1 538 67.7 666 83.9 531 60.9 666 79.8 526 50.8 666 75.8 521 43.5 666 75.6 521 38.1 666 75.6 521 67.6 481 44.2 607 63.4 476 37.9 607 62.7 474 33.1 607 62.7 474 106.0 607 112.4 522 88.3 607 96.1 511 75.7` 607 85.0 501 652 607 77.1 493 58.9 607 71,5 486 53,0 607 66in 81.6 510 85.8 443 68.0 510 73.0 434(58.3 7510 61.3 426 51.0 510 57.9 419 45.4 510 53.3 413 40.8 510 50.0 408 34.0 510 45.9 402 29.2 510 44.4 399 25.5 510 44.3 399 72in 76 in 69.4 458 7Z5 400 57.8 458 61.7 392 49.6 l 458 54.1 385 43.4 458 48.6 378 38,6 458 44.6 373 34.7 458 41.6 369 28.9 458 37.7 362 24.8 458 36.0 359 21.7 458 35.7 358 781n 64.2 435 67.0 381 53.5 435 56.8 373 45.9 435 49.8 366 40.1 435 44.7 360 35.7 435 40.9 355 32.1 435 38.1 351 26.8 435 34.4 344 22.9 435 32.6 341 20.1 435 322 340 90in 41.8 327 43.1 290 34.8 327 36.4 285 29.9 327 31.8 280 26.1 327 28.3 275 23.2 327 25.7 271 20.9 327 23.7 268 17.4 327 21.0 262 14.9 327 19.3 258 96 in 34.4 287 35.4 257 28.7 287 29.9 252 24.6 287 26.0 248 21.5 287 23_1 244 19.1 287 20.9 240 17.2 287 19.3 237 14.4 287 16.9 232 108 in 24.2 227 24.7 205 20.2 227 20.8 201 17.3 227 18.0 198 15.1)227 16.0 195 22.3 215 22.7 194 18.6 215 19.1 191 15.9 215 16.6 188 •111in 120 in 17.5 184 17.9 167 I AP,rrIJ(1D rAPArITV Ar11I is TABLE 3B Anchor Capacity Table (lbs) Filled CMU PT Wood Metal Anchor Clip Patterns Substrate: 2.7k Concrete 3.5k Cone. Hollow CMU #12 Steel Screw (G5) #12 Steel Screw (G5) Anchor Type: 3/16" Elco Ultracon 1/4" Eico Ultracon 5/16" Elco U 3116' Elco Ultracon 1/4" Elco Uitracon 1/4" SS Elco AggreGator 5116" Elco Ultracon 1/4" SS Elco AggreGator #10 Steel Screw (O5) Edge Distance (in): 1" 2.1r2" 1" 2-1/2" 3-1/6" 3-118 1" 2-112" 1" 2-112" 2" 3-1/8" 2" 0.48" 0.54" 0.324" Embedment (in): 1-3l4" 1-3r4' 1-3/4" 1-314" 2" 1-1)4" 1-1/4" 1-t/4" 1-1/4" 1-114" 1-1/4" 2" 1-3/8" 1-3/8" genes 560 lbs Clip 1): 390 lbs 390 !be 450 lbs 890 Ibs 1e44 Ibs 270 Ibs 280 Ibs 354 Ibs 740 Ibs 374 lbs 664 lbs 946 ibs 341 Ibs 442Ibs 2 Anchors @ 4.75" Min. O.C. / Standard or Offset (Fig. O.C. / Standard (or Offset) Clip (Fig. 2): 480 Ibs 700 be N/A NIA N/A N/A 3801bs N/A N/A N/A N!A N/A 682 Ibs 885 Ibs 885 Ibs 1120 lbs 1120 Ibs 4 Anchors @ 1.15" Min. 3" Min. O.C. ((2) 2x5 Angie Clips / (Fig. 3): 780 Ibs 780 lbs 680 Ibs 1560 Ibs 18961bs 540 Ibs 560 Ibs 11/A 760 Ibs 748 Ibs 880 Ibs 1892 Ibs 682 Ibs N/A N/A 715 Ibs 4 Anchors @ Min. O.C. / U-Clip, into Alum. (Flg. 4): N/A NiA N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 221 Ibs 280 Ms 2 Anchors @ 0.45" .125" _ 1 Anchor 1 F-Clip (Fig. 5): 195 lbs 195 ibs 2251bs 445 lbs 822 Ibs 135 Ibs 140 Ibs 177 Ibs 370 Ibs 187 Ibs N/A 332Ibs N/A 473 ibs N/A 170 Ibs 341 Ibs 4421bs 560 Ibs 2 Anchors @ 1.15" Min. O.CJ F-Clip (Flg. 6): 240 Ibs 350 Ibs N/A WA N/A NIA 190 ibs N/A N/A HEFT 24 UES AS THE STANDARD CLIP NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PHTTERN AND ANCHOR VAL ��GIRCLED VALUES ARE USED 1N THE EXAMPLE ON S FIGURE 1: FIGURE 3: • FIGURE 4: 410 FIGURE 2: • 0 • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 5: • FIGURE 6: TMENT FORMULA: ANCHOR CAP.r„o„r,�,� (DPE,) X ) =ANCHOR CAP.„E, MULLION CAP. F„«ar.LE 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 25 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 TC SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23_ FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90, WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. ---I 1.000" 1--- 2.750" 1" X 2.75" X .375" MULLION (941) 480-1600 FL CERT. OF AUTH.# 29296 o cc 0 r[LI J w J D • ~• w ••E. CD ••••-J a z J Q H- z Q (n (/3 NWN l.L 1- 0 L1 2 1- ▪ 11190 • • • • •(1 • • • ilia • CC • • • .F• 0) ••••7 • •C) • • z• • • •• a- • 0 © r 05 n O U lS7 v .8 o U ce •ed. • CO • z a_•• i3•• €° • CV x o r 0 0 • • v v1 z • • • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 By Miami-DaProduct Control , i11H irr/7r No. 58705 ""1j0NAL \`\ A. LAIN AhiL�LER, P.E. FL P.E.# 58705 • • • •• • • • • • • • • • ••• ••• • • • • • • •. • • • • • • • • TABLE 4A Mullion Capacity Table (Ibslft2) 1 x .650 Tube Mullion Opening Width (for vertically -spanning mullions) or Opening Height (for horizontally -spanning mutians) SO in 60 in 70 in 60 in 90 in 100 in 1 120 in 140 in 160 in 2.75 X Alum. Trap1Triang. j 1 nadnn Rectangular Loadna Trap/Triang. Loading Rectangular Loading Trap/Trlang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Triang, Loading Rectangular Loading Trap/Mang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/Triang, Loading Rectangular Loading Trap/Triang_ Loading Mullion Capacity (Ibs/ft2) Anchor Capacity Required pbs) Mullion Capacity (IbS/ft2) Anchor Capacity Required pbs) Mullion Capacity (Ibs/lt2) Anchor Capacity Required pbs) Mullion Capacity pbe/ft2) Anchor Capacity , Required Os) Mullion Capacity pbs/ft2) Anchor Capacity Required Obs) Mullion Capacity (Ibs/R2) Anchor Capacity Required pbs) Mullion Capacity pbslft2) Anchor Capacity Required pbs) ¢ c3 _ o - Anchor Capacity Required pbs) Mullion Capacity (Ibs/n2) Anchor Capacity Required pbs) Mullion Capacity (Ibslft2) Anchor Capacity Required pbs) Mullion Capacity (Ibs/ft2) Anchor Capacity Required (Ibs) ra U _ N ° a= g c Anchor Capacity Required pbs) Mullion Capacity (Ibslft2) Anchor Capacity Required (Ibs) Muttion Capacity (Ibs/ft2) Anchor Capacity Required Ohs) Mullion Capacity (Ibs/ft2) Anchor. Capacity Required Os) m m 0 ry O C 2, Anchor Capacity Required pbs) Mullion Capacity (Ibslft2) Anchor Capacity Required (Ibs) Mullion Capacity (Ibs/ft2) Anchor Capacity Required pbs) 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 158.7 1620 170.0 521 138.8 1620 170.0 521 Mull Length 42in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 866 170.0 506 170.0 992 170.0 48 in 170.0 708 170.0 524 170.0 850 170.0 584 170.D 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 i 170.0 1417 170.0 660 141.7 1417 170.0 680 121.5 1417 170.0 680 106.3 1417 170.0 680 50.625in 170.0 747 170.0 563 170.0 893 170.0 631 170.0 1048 170.0 884 170.0 1195 170.0 723 162.6 1266 170.0 747 146.3 1286 170.0 756 121.9 1286 170.0 756 104.5 1285 170.0 756 91.4 1286 170.0 756 54 in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 150.7 1130 170.0 803 133.9 1130 170.0 837 120.6 1130 170.0 856 100,5 1130 170.0 861 j 86.1 1130 170.0 861 75.3 1130 170.0 861 60in 170.0 885 170.0 701 146.5 915 162.3 761 125.5 915 144.5 746 109.9 915 132.3 735 97.6 915 123.9 726 87.9 915 118.5 720 73.2 915 114.4 715 52.8 915 114.4 715 54.9 915 114.4 715 63in 151.8 830 161.9 710 128.5 830 138.9 694 108.5 830 123.2 681 94.9 830 112.2 670 84.4 830 104.8 662 75.9 830 99.4 656 63.3 830 94.5 649 54.2 830 94.1 649 47.4 830 94.1 649 66in 132.1 757 140.0 650 110.0 757 119.8 636 94.3 757 105.9 624 825 757 96.1 614 73.4 757 89.1 606 65.0 757 84.2 600 55.0 757 79.0 593 47.2 757 78.2 591 41.3 757 78.2 591 636 72.2 521 56,5 636 66.5 514 50.9 636 62.3 508 42.4 636 57.2 500 36.3 636 55.3 497 31.8 636 55.2 497 72in 101.7 636 106.8 552 84.8 836 91.0 540 72.7 636 80.1 530 63.6 76 in 86.5 571 90.4 498 72.1 571 76.8 488 .`,"3-rr 571 67.4 479 54.1 571 60.6 471 48.0 571 55.5 464 43.2 571 51.8 459 36.0 571 47.0 451 30.9 571 44.8 447 27.0 571 44.5 446 7818 80.0 542 83.4 474 66.7 542 70.8 465 57.1 542 62.1 456 50.0 542 55.7 449 44.4 542 51.0 442 40.0 542 47.5 437 33.3 542 42.9 429 28.6 542 40.6 425 25.0 542 40.1 423 90(n 52.1 407 53.7 361 43.4 407 45.4 355 37.2 407 39.6 349 32.5 407 35.3 343 28.9 407 32.1 338 26.0 407 29.8 334 21.7 407 26.1 327 18.6 407 24,1 322 16.3 407 23.0 319 96in 42.9 358 44.1 320 35.8 358 37.2 314 30.7 358 32.4 309 26.8 358 28.8 304 23.8 358 26.1 300 21.5 358 24.0 296 17.9 358 21.0 289 15.3 358 192 284 108 in 30.1 283 30.8 255 25.1 283 25.9 251 21.5 283 22.5 247 18.8 283 19.9 244 18.7 283 18.0 240 15,1 283 16.5 237111 in 27.8 267 28.3 242 23.1 267 23.8 238 19.8 267 20.6 235 17.3 267 18.3 231 15.4 267 16.5 226 in 22 D 229 22.3 209 16.3 229 18.8 205 15.7 229 16.2 202 120 --.,..".-.., ...,, .,.nIry Afl IIIC TABLE4B Anchor Capacity Table (ibs) PT Wood Metal Anchor CGp Patterns Substrate: 2.7k Concrete 3.5k Conc. Hollow CMU Filled CMU #12 Steel Screw (G5) 412 Steel Screw (GS) Anchor Type: 3/16" Elco Uliracon 1/4" Elco Ultracon 5/16" Elco u n 3/16" Elco Uitracon 1/4" Etc, Ultraccn 1/4" .SS Elco AggreGator 5/16" Elco ultracon 1/4" SS Elco AggreGator #10 Steel Screw (G5) Edge Distance (in): 1" 2-1/2"3-1/6 2" 1" 2-1/2" 3-116" 1" 2-1/2" 1" 9-1/2" 2" 3-1/8" 2" 0.48" 0.54" 0.324" Embedment (in): 1-3/4" 1-314" 1-3l4" 1-3/4" 2" 1-1l4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-114" 2" 1-3/8 1-3/8" cedes 374 Ibs 684 Ibs 946 lbs 341 ibs 442 Ibs 560 Ibs Offset Clip 1): 390 ibs 390 Ibs 450 lbs 690 Ids 1644 Ibs 270 Ibs 280 Ibs 354 Ibs 740 lbs 2 Anchors @ 4.75" Min. O.C. / Standard or (Fig. 1.15" Min. O.C. / Standard (or Offset) CO (Fig. 2): 480 Ibs 700 Ibs N/A N/A WA N/A 380 Ibs N/A NIA N/A N/A WA 662 Ibs Ibs � t�Yiili110 1120 Ibs 1120 Ibs 4 Anchors © 4 Anchors @ 3" Min. O.C. / (2) 2x5 Angle Clips / (Fig. 3): 780 Ibs 780 Ibs 660 Ibs 1560 Ibs 1896 Ibs 540 Ibs 560 ibs N/A 760 ibs 748 Its 880 lbs 1892 Ihs • 682 WA ' N • 715 Ibs 0.45" Min. O.C. 1 U-Clip, into Alum. (Fig. 4): NIA N/A WA WA WA N/A N/A WA WA N/A N/A N/A 170 Ibs 221 Ibs 442 ibs 280 ibs 560 Ibs 2 Anchors @ .125" 1 Anchor / F-Clip (Fig_ 5): 195 Ibs 195 lbs 225 Ibs 445 Ibs 622 Ibs 135 Ibs 140 Ibs 177 ibs 370 Ibs 187 Ibs 332 Ibs 473 Ibs Ibs 2 Anchors @ 1.15" Min. O.C./ F-Clip (Fig. 6) 240 Ibs 350 Ihs N/A NIA WA N/A 190 Ibs N/A N/A NIA WA NIA 341 lr.n 1/A1 r ICC AC TUG CTA,IflARrl ('I IP E pnt CI -I T Ott NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND AI FIGURE 1: et FIGURE 3: FIGURE 4: 0 FIGURE 2: • e ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 5: • FIGURE 6: 0 CIRCLED VALUES ARE USED IN THE EXAMPL TMENT FORMULA: {DR.) X (ANCHOR CAP.,,,a,,,,, _ANCHOR CAP.,. \MULLION CAP.,„„„e,F_/ 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 25 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 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS, HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. ---1 1.000" 2.750" 1" X 2.75" X .650" MULLION • ••! • •••uf •••4>; • ir •• H ••••7 • (l • z • 1 • ••r-. 0 0_ a 0 0 (941) 480-1600 FL CERT. OF AUTH.# 29296 (J) z 0 J J • Ill • m • H • 2 ▪ Z_ . < . I- • z • I- r (1) (!) LLJ c 0 a_ N L CO h cc 0 • • z d 4, • • • v '5 03 • N 00 Id O a PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date05/26/2021 By ,,-------- Miami -Da roduct Contro- l \,1111111r1,,,7r ��.. ' LIGENSF •. ��� `� ....::**7.... No. 58705 _ 7 ,...70�, cr tijj r •4/_ ; O� '. ATE 0 !y -;><( NI'S:. • it . Al° ARI L.°Ps •-•-•• :--17\ ''.. A. LYt1N MILLER, P.E. FL P.E.# 58705 •• • • • • • •• • •• • • • • • • • • • • • TABLE 5A Mullion Capacity Table (Ibs/ft2) 1" x 3.125" x .500" Alum Tube Mull Opening Width (forvertically-spanningmullions) or Opening Height (for horizontally -spanning mullions) 50 in 60 in 70 in 80 in 80 in I 100 in 120 in 140 in 160 in TraplTdang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading TraplTriang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading TrapITriang. Loading Rectangular Loading 7rap(Triang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading TrnplTriang_ Loading Rectangular Loading z• m ip U_ ry p1, 3 A G A' m„ `��' ry U '2 ...0 uC,, ' Q 1Y 620 . '� m a a U C N O-a y � v 170.0 ,. o mnvi. a m G U t0 e m Q � 435 A' u a+ n m U C N OC y cG .:. A '8 r, a. o UG Al u v c m ¢ � A' �o a n U N OC w a .TL -. A' u .� aroma aG U V Al '0 U Q = m Q � A 'S m a U (y O d v � G a 'o m m aZ U Z. `o L7 U V m Q �" A' 'n m a 0 C (V O m , a � v A _ u a n, Ua `p 1 t7 c] tT c m Q !Y 4 u a 0 C N i' ',..--it � C A- n li� Ua p 00 U c m Q (K 4 u m m 0_ Co (��a _-a = N a .� G . "u ,.�. a j5' 0 U� m i 07 U C c m Q � A' '� a a U_ (V O tC _ _� in - `L G a _ o m: a O v N t i U m � iY z' 'o Q. m V C (v E g _ N rL G . '<To I.n G U L 7 C N Q (r e .4 0 . m U C N s ,'� y a � G 170.0 A' 0 aS3 n U o ti 7 C N Q !L" 4 a U_ C O g 3 � G A' aI U V o t i C Eli Q fY i CN D C a r:' G 2^ ag' U o `o r 7 c m Q (r . a. cN 5 g 7 •� v .2 as U L v a A• a cN e C a r2 c A' ana G G L J .ice a 2' . ' E a cN g -15 � G 4 - G �_ t i C o Q tr a a m c` p __ `2 v .s' R.`�` (mJ v 5 D j0 A C m Q � ' a V C O _ 2-. A' a.o U G O c V 5 . Rom' 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 154.4 1802 170.0 521 L u1 C J 3 n 42 in 170.0 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 , 48 in 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170,0 677 1170.0 1417 170.0 680 157.7 1577 170.0 680 135.1 1577 170.0 680 118.2 1577 170.0 680 50.625in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 141.7 1495 170.0 756 121.5 1495 170.0 756 106.3 1495 170.0 756 54in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 166.1 1401 170.0 837 149.5 1401 170.0 856 124.6 1401 170.0 861 106.8 1401 170,0 861 93.4 1401 170.0 861 60 in 170.0 685 170.0 701 170.0 1063 170.0 797 158.5 1156 170.0 878 138.7 1156 187.0 928 123.3 1156 156.5 917 111.0 1156 149.7 910 92.5 1158 144.5 903 79.3 1156 144.5 903 69.4 1156 144.5 903 63 in 170.0 930 170.0 745 159.8 1049 170.0 850 137.0 1049 155.5 860 119.8 1049 141.7 846 106.5 1049 1320 836 95.9 1049 125.5 828 79.9 1049 119.3 820 68.5 1049 118.9 819 59.9 1049 118,9 819 66 in 166.E 955 170.0 789 139.0 955 151.3 804 119,4 955 133.7 788 104.E 955 121.4 775 82.6 955 112.E 765 83.4 955 106.4 757 69.5 955 89.8 749 59.6 955 98.7 746 521 955 98.7 746 72 in 128.5 803 134.9 697 107.0 803 114.9 682 91.8 803 101.1 670 80.3 803 91.2 659 71.4 803 83.9 649 64.2 803 78.6 642 53.5 803 72.2 632 45.9 803 69.8 628 40.1 803 69.7 627 76 in 109.2 721 114.1 629 91.0 721 97.0 616 78.0 721 85.1 605 68.3 721 78.5 595 60-7 721 70-1 586 54.6 721 65.4 579 45.5 721 59.4 569 39.0 721 56.6 564 34.1 721 56.1 563 78 in 101.0 684 105.4 599 84.2 684 89.4 587 72.2 684 78.4 576 63.1 684 70.4 567 56.1 684 64..4 558 50.5 684 59.9 551 42.1 684 54.1 541 36.1 684 51.3 536 31.6 684 80 in 65.8 514 67.9 456 54.8 514 57.3 448 47.0 514 50.0 440 41.1 514 44.6 433 36.5 514 40.5 427 32.9 514 37.3 421 27.4 514 33.0 412 23.5 514 30.4 406 20.8 514 29.0 403 96 in 54,2 452 55.7 404 45.2 452 47.0 396 38.7 452 40.9 390 33.9 452 36.4 384 30.1 452 32.9 378 27.1 452 30.3 373 22.6 452 26.6 385 19.4 452 24.2 359 16.9 452 22.8 355 108 In 38.1 357 38.9 322 31,7 357 32.7 317 27.2 357 28.4 312 23,8 357 25.2 308 21.1 357 22.7 303 19.0 357 20.8 299 15.9 357 18.0 293 13,6 357 16,2 287 11.9 357 15.0 283 111 in 35.1 338 35.8 306 29.2 338 30.1 301 25.0 338 26.1 286 21.9 338 23.t 292 19.5 338 20.8 258 17.5 338 19.0 284 14.6 338 16.5 278 12.5 338 14.8 273 11.0 338 13.6 269 120in 27.7 289 28.2 263 23,1 289 23.7 259 19.8 289 20.5 256 17.3 289 18.1 252 15.4 289 16.3 249 13.9 289 14.9 246 11.6 289 12.8 240 9.9 289 11.4 236 8.7 289 10.4 232 TABLE 5B Anchor Capacity Table (lbs) Anchor Clip Patterns Substrate: 2.7k Concrete 3.5k Ccnc. Halow CMU Filled CMU PT Wood Metal #12 Steel Screw 05 (5) Anchor Type: 3/16"Elm Utttacon 1/4" Elc o Ultracon 5/16" Elco Uttracon 3i16- Elco Ullracon 1/4"EiccUllraton 1/4" SS Elco A eGzEor gg 5/16' Elc o Ulfracat 114" SS Etco A reGator 9g #10 Steal Screw C ( ) #12 Steel Screw G5j ( Edge DistanceOn): 1" 2-1/2' 1" 2-1/2" 3-1/8" 1" 2-1/2" 1" 2-1/2' 2' 3-i/8" 2" 0.48' 0.54" 0.324" Embedment On: 13/4" 13/4" 13/4' 1.7/4" 2' 14/4" 1-114" 1-1/4" 1-1/4" 1-1/4' 1-1/4" 2" 1-218" 13i8" varies 2 Anchor 4.75' Mln. O.C_ / standar^ or Offset Clip (Fig_ 1): 390 lbs 390 Its 450 lbs 590 lbs 1644Ibs 270 lbs 2E0 lbs 354 tbs 7401b3 374 lbs 6E41bs 0461ts 341 lbs 4421bs 560Ibs 112E Ibs @ 4 1.15" kiln. O.C_ / Stanoard (or Offset) Clip (Fig. 2) 480 Ibs 700 I04 N/A N/A 11/A N/A 380 lbs N/A N/A WA N/A WA 682165 885 Ibe 1120 lbs Anchors @ 3" Min. 0.0 / (2) 21(5 Angle Clips I (Fie. 3): 780 lbs 780 Ins 630 lbs 1560 Its 1896 lbs 5401bs 560 lbs N/A 780 lbs 748 lbs 880 !Lis 1892 Its 682 lbs 8851bs 4 Anchors @ 0.45" Min. O.C. / U-Clip, into Alum. (Fig. 4): N/A NIA N/A NIA NIA NIA NIA N/A WA N/A N/A N/A N/A NJA 1073 tds 2801bs 3 Anchors @ .125^ 1 Anchor/ FClip (Rg. 5): l05 lbs 195 lbs 7251bs 445 Its 8221bs 1351bs 140 lbs 177 lbs 3701bs 187 Ibs 332 10 473 !Ps 1701bs 221 lbs lbs 2 Anchors @ 1.15" Min. O.CJ F'CIIp Tig. 6) j 240 lbs 350 Its N/A N/A N/A N/A 191) lbs NIA N/A NIA N/A N/A 341 lbs 442 Its 560 _ AC TOP C T A AIr16Rll r i IP NOTE: FOR THE OFFSET CLIP, FIGURE 1: 0 0 FIGURE 3: 0 FIGURE 2: 0 0 0 0 0 0 ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: • • 0 FIGURE 6: 0 0 AN (DP„.) X ANCHOR CAP.Fp"r.",1\ _ANCHOR CAP.IEO. MULLION CAP -MOM TABLE 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 25 FOR INFORMATION ON LOADING_ SEESHEETS 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 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. I-1.000" -1 3.125" 1" X 3.125" X .5" MULLION (1" VF MULLION) (941) 480-1600 FL CERT. OF AUTH.# 29296 ••1• • ••.n• • • • • ▪ • •••al• • 40 • z • le• •• 0 0 cr i 11 0 0 Z 0 J J 2 . to • I- • Z • 2 • D J • < • 1- • Z • • a) W nQ 1- 90 C\1 m O 0) rY U • i• • &0 •••0 (fa • cyr a•• z th•• m 3} • • 41.1 >G tri X 3 � • .L• 0 1• • • Q Z • Y tr-- 5- m • 0 ••••• •• • • • •)•• 1 • ► r•• • • • • • •• PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 By r Miami -Da e Product Control i pNY ... -N rV � �1GENSF •. �� t No.58705 0:: -LA'TE 0 f *;= i Cis ••'• I-ORI0A•'• \_\ A. L`f NN1MIhiER, P.E. FL P.E.# 58705 • • •••• • 1l•1.BLE or Mullion Capacity Table (Ibs/ft2) Opening Width (for vertically -spanning mullions) or Opening Height (for horizontally-spanrng mullions) 1 x 4 x .125 Alum. Tube Mullion 50 in 60 in 70 in 80 In 90 in 100 in 120 In 140 in 160 in Rectangular Loading Trap/Triang. Loading Rectangular Loading TraplTriang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/Triang. 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Loading Rectangular Loading TraplTnang, ': Loading Anchor Capacity , Required (lbs) Mullion Capacity (Ibs/ft2) Anchor Capacity Required (lbs) Mullion Capacity (1bs/ft2) Anchor Capacity Required (Ibs) P g �� Anchor Capacity Required (Ibs) Mullion Capacity (Ibs/ft2) Anchor Capacity Required (Ibs) Mullion Capacity (Ibs/ft2) Anchor Capacity Required (lbs) Mullion Capacity (lbs/ft2) Anchor Capacity Required Os) Mullion Capacity (Ibe/ft2) Anchor Capacity] Required (Ibs) a U �.° G Anchor Capacity Required (lbs) Mullion Capacity (Ibs/It2) Anchor Capacity Required (lbs) Mullion Capacity (lba/ft2) Anchor Capacity Required (lbs) Mullion Capacity (ibs/ft2) Anchor Capacity Required (lbs) P • ¢ o nc Anchor Capacity Required (Ibs) Mullion Capacity (Ihs/ft2) Anchor Capacity Required (lbs) Mullion Capacity (lbslft2) Anchor Capacity Required (lbs) Mullion Capacity (Ibs/ft2) il G o v 3 QK Mullion Capacity (lbsift2) Anchor Capacity Required (lbs) o O Mc Anchor Capacity Required (Ibs) Mullion Capacity (lbs/ft2) 170,0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170,0 170.0 521 145.8 1489 170.0 521 127.6 1489 170,0 521 Mull Length 42in 170.0 620 48 in 170,0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 156,3 1303 170.0 680 130.3 r 170.0 680 111.7 1303 170.0 680 97.7 1303 170.0 680 50.625in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 156.1 1235 170,0 747 140.5 1235 170.0 756 117.1 170.0 756 100.4 1235 170.0 756 87.8 1235 170.0 756 54 in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 1700 754 154.4 1158 170.0 803 1372 1158 170.0 837 123.5 1158 170.0 856 102.9 = 170,0 861 88,2 1158 170.0 861 77.2 1158 170.0 861 60 in 170.0 885 170.0 701 166.7 1042 170.0 797 142,9 1042 161.1 832 125,1 1042 146.7 815 1112 1042 136.8 801 100.0 1042 130.2 791 83.4 r• 125.1 782 71.5 1042 125.1 782 625 1042 125,1 782 63 In 170.0 930 170.13 745 151.2 592 163.6 018 129.6 992 144.4 799 113.4 992 131.0 782 100.8 992 121.4 7613 90.7 S92 114.8 758 75.6 108,4 745 64.8 992 108.0 744 56.7 992 108.0 744 66 in 165.4 947 170,0 789 137.8 947 148,0 786 118.1 947 130,3 768 103.4 947 117.7 752 91.9 947 108.7 738 82.7 947 1022 727 1 68,9 95.1 713 59.1 ' 947 94.0 711 51.7 947 94.0 711 72 in 135.9 849 142.7 737 113.2 849 121.6 722 97.0 849 106.9 708 84.9 849 96.4 696 75.6 849 88.7 686 67,9 849 82.7 675 56.6 75.3 659 48.5 849 72.5 652 42.5 849 72.4 651 761n 115.5 762 120,7 665 96.3 762 1026 652 82.5 762 90.0 640 72.2 762 80,9 629 64.2 762 74.2 620 57.8 762 69.2 613 48.1 62.0 602 41.3 762 59.9 597 36.1 762 59.4 595 781n 106.9 724 111.4 634 89.0 724 94.6 621 76,3 724 82.9 609 66.8 724 74,4 599 59.4 724 68,1 591 53.4 724 63.4 583 44.5 57,3 573 1 38.2 724 54.3 567 33.4 724 53.5 565 90 in 69.6 543 71.8 483 58.0 543 60.7 474 49.7 543 52,9 466 43.5 543 47.1 458 38,6 543 42.8 452 34.8 543 39,5 446 29.0 543 34.9 436 24.8 543 32.1 430 21.7 543 30.7 426 96 in 57.3 478 58.9 427 47.8 478 49.7 419 40.9 478 43.2 412 35.8 478 38.5 406 31.8 478 34-8 400 28.7 478 32.0 395 23.9 478 28.1 388 20.5 478 25.6 380 17.9 478 24.2 376 108 in 40.3 377 41.1 341 33.5 377 34.6 335 26.8 377 30.0 330 25.2 377 26,6 325 22.4 377 24.0 321 20.1 377 22.0 317 16.8 377 19.0 310 14.4 377 17.1 .... 304 ..�. Min 37.1 357 37.8 323 30.9 357 31.8 318 26.5 357 27.6 313 23.2 357 24.4 309 20.6 357 22.0 305 18.5 357 20,1 301 }5.4 357 17.4 294 120 in 29.3 306 29.8 279 24.5 306 25,1 274 21.0 306 21.7 270 18.3 306 19.2 267 16.3 306 17.3 263 144 in 17.0 212 17.2 196 I i\DLE Oil Anchor Capacity Table (Ibs) Anchor Clip Patterns Substrate: 2.7k Concrete 3.5k Conc. Hollow CMU Filled CMU PT Wood Metal Anchor 3/16" Elsa Ultracon 1/4" Elco Ultracon 5/16' Elco Ultracon 3/16" Elea Ultracon 1/4" Eieo Uttracon 1/4" SS Elco AggreGalor 5116" Elco Ultracon 1/4" SS Elco AggreGator 410 Steel Screw (G5) #12 Steel Screw (G5) #12 Steel Screw (G5) Edge Distance (M) 1" 2-1/2" 1" 2-1/2" 3-1/8" 1" 2-1/2" 1" 2-1/2" 2" 1 3-118" 2" 0.48" 0.54" 0,324" Embedment (in)' 1-3/4" 1-3/4" 1-3/4" 1-3/4" 2" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-114" 2' 1-3/3" 1318" varies or Offset Clip (Fig. 132): 390 Ibs 390 lbs 450 lbs 890 Ibs 1644 Ibs 270 Ibs 280 lbs 354 lbs 740 Ibs 374 I'..s 664 Ibs 946 Ibs 341 Ibs 442 Ibs 560Ibs 2 Anchors @ 4.75' Min, O.C. / Standard 4 Anchors @ 2.25' Min. O.C. / Standard (or Offset) Clip (Fig. 3): 700 Ibs 700 lbs 580 Ibs 1410 lbs 952 ibs N/A 560 ibs N/A 630 Ibs N/A 680 Ibs WA 682 Ibs B85 Ibs 1120 Ibs 8 Anchors @ 1.15' Mtn. O.C. I Standard (or Offset) Clip (Fig. 4): 960 Ibs 1400 Ibs N/A N/A N/A N/A 760 lbs N!A NIA N/A WA N/A 1363 Ibs 1770 Ibs 2240 Ibs 4 Anchors @ 3" Min. 0.C./ (2) 2x5 Angle Clips / (Fig. 5): 780 Ibs 750 Ibs 680 Ibs 1580 Ibs 1896 Ibs 540 lbs 560 lbs NIA 760 Ibs 748 Ibs 880 Ibs 1892 Ibs 662 Ibs 885 Ibs 1120 ibs 6 Anchors @ 3" Min. O.C. / (2) 2s5 Angle Clips / (Fig. 6): 1170 lbs 1170 Ibs 1020 ibs 2340 Ibs 2844 Ibs 810 Ibs 840 Ibs WA 114017s 1122 Ibs 1320 Ibs 2838 ibs 1022 Ibs 1327 Ibs 1680 Ibs 4 Anchors @ 0.45" Min. O.C. / U-Clip, into .125" Alum. (Fig. 7): N/A N/A N/A N/A N/A N/A N/A NIA N/A N/A N/A N/A N/A N/A 1430 Ibs 2 Anchors @ 2 25" Min. 0.C./ F-Clip (Fig. 8): 350 Ibs 350 Ibs 290 ibs 7051bs 476 Ibs N/A 280 Ibs NIA 315 ibs NiA 440 Ibs N/A 341 Ibs 442 ibs 560 Ibs 4 Anchrs (d 1.15" Min. C.C./ F-Clip (Fig. 9): 480 Ibs 700 Ibs N/A N/A N/A N/A 380 ibs N/A N/A N/A N/A N/A 652 Ihs 885 Its 1120 lbs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTER FIGURE 1: FIGURE 2. • • • • FIGURE 5: • • • • FIGURE 3. • • • • FIGURE 6: • • • ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS. FIGURE 4. • • • • • • • • • • a FIGURE 8. FIGURE 9. • • FIGURE 7: • • • • • • • • ANCHOR CAPACITY ADJUSTMENT FORMULA: {DP"�) x ANCHOR CAP.ao„r��) = ANCHOR CAP.F, MULLION CAP.,,0,"r„ 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 25 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 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 4.000" 1.000" )- 1" X 4" X .125" MULLION .125" 0 LL L rn 0) • ▪ 41) ••c •••_jiris IC • • • • ••ia rn •••44 •1:t •• IFS • • • D• • 0 • Z • i• • •• COPYRIGHT © 2017 to Z 0 J J • W • m • z • � • J • < • I- • Z • i- • 6n (7) L11 U CL r= ^ (941) 480-1600 •.•o •• c1p •• co •• • Z .•••; CG U�ar•• •� C )) Eib U)A••u J 5' J • c- Qi :••• I•CV LO X Y (1) FL CERT. OF AUTH.# 29296 0 m0 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 By Miami-D - e Product Control 1111111, '``‘` • • \CEN,gF "<<" * No.58705 0 • S `ATE or `C'�` i '', ORtDA.-•• \�\� t". , ONAL v�G A. LYNN! MILL'eR, P.E. FL. P.E.# 58705 • • • • • • • • •••• •• • • • I 1ULL ! I % Mullion Capacity Table (Ibs/ftZ) 1 x 4 x .375 Alum. Tube 0T•• Mullion Opening Width (for vertically -spanning mullions) or Opening Height (for horizontafyy-spanning mullions) 50 in 60 in 70 in 80 in 90 in 100 in 120 in 140 in 160 in Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Triang. Loadng Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Triang. Loafing Rectangular Loafing TraplTriang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Triang. Loading Mullion Capacity (Ibslt2) Anchor Capacity Required (Ibs) n 8c7 Anchor Capacity Required (Ibs) Mullion Capacity (Ibs/ft2) Anchor Capacity Required (Ibs) Mullion Capacity (Ibs/ft2) Anchor Capacity Required (Ibs) Mullion Capacity (Ibs/ft2) Anchor Capacity Required (ibs) Mullion Capacity (Ibs/ft2) Anchor Capacity Required (Ibs) w Anchor Capacity Required (Ibs) Mullion Capacity (Ibs/Pt2) Anchor Capacity Required (Ibs) Mullion Capacity (Ibs/ft2) Anchor Capacity Required (Ibs) Anchor Capacity Required (ibs) Mullion Capacity (ibs/ft2) Anchor Capacity Required (Ibs) n Anchor Capacity Required (Ibs) Mullion Capacity (Ibs/ft2) Anchor Capacity Required (Ibs) a .yTO 113 a r� Anchor Capacity Required (Ibs) Mullion Capacity (lbs/ft2) 1 Anchor Capacity Required (Ibs) Mullion Capacity (Ibs/ft2) Anchor Capacity Required (lbs) E a Anchor Capacity Required (Ibs) .4::& a a ci Anchor Capacity Required (Ibs) Mull Length 42i1, 170.0 620 170.0 435 170.0 744 170.0 478 1 170,0 868 170.0 506 170.0 S92 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 170.0 1983 170.0 ! 521 48in 170.0 708 170.0 524 170.0 650 170.0 564 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 660 170.0 1700 170.0 680 170.0 1983 170.0 680 151.8 2024 170.0 680 50,625in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 756 156.0 1919 170.0 756 136.5 1919 170.0 756 54 In 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 856 159.9 1799 170.0 861 137.1 1799 170.0 861 120.0 1799 170.0 861 601n 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1594 170,0 996 155.5 1619 170.0 1033 129.6 1619 170.0 1063 111.0 1619 170,0 1063 97.2 1619 170.0 1063 63 in 170.0 930 170.0 745 170.0 1116 170.0 850 170,0 1302 170.0 940 170.0 1488 170.0 1015 156.7 1542 170.0 1076 141.0 1542 170.0 1122 117.5 1542 168.5 1158 100.7 1542 167.9 1157 88.1 1542 167.9 1157 66in 170.0 974 170,0 789 170.0 1169 170.0 903 170.0 1364 170.0 1002 160.6 1472 170.0 1086 142.8 1472 168.8 1148 126.5 1472 158.8 1130 107.1 1472 147.8 1100 91.8 1472 146.0 1104 80.3 1472 146.0 1104 72in 170.0 1063 170.0 878 170.0 1275 170.0 1009. 150.8 1320 166.2 1101 132.0 1320 149.9 1082 117.3 1320 137.8 1066 105.6 1320 128.6 1049 88.0 1320 117.0 1024 75.4 1320 112.6 1013 66.0 1320 112.5 1012 7610 170.0 1122 170.0 937 149.6 1184 159.4 1013 128.2 1184 139.9 994 112.2 1184 125.7 978 99.7 1184 115.3 964 89.8 1184 107.5 952 74.8 1184 97.6 935 64.1 1184 93.1 927 56.1 1184 92.3 925 78 in 166.1 1124 170.0 967 138.4 1124 147.0 965 118.6 1124 128.8 947 103.8 1124 115.6 931 92.3 1124 105.8 918 83.0 1124 98.5 906 69.2 1124 89.0 890 59.3 1124 84.3 881 51.9 1124 83.2 878 90in 108.1 844 111.5 750 90.1 844 94.3 735 77.2 844 82.1 724 67.6 844 73.3 712 60.1 844 66.5 702 54.0 844 61.4 693 45,0 844 54.2 678 38.6 844 50.0 668 33.8 844 47.7 662 961n 89.1 742 91.5 663 74.2 742 77-2 652 63.6 742 67.2 641 55.7 742 59.8 631 49.5 742 54.1 622 44.5 742 49.8 614 37.1 742 43.6 600 31.8 742 39.8 590 27,8 742 37.5 584 108in 62.6 586 63.9 530 52.1 586 53.5 521 44.7 586 46.6 513 39.1 586 41.4 505 34.8 586 37.3 499 31.3 586 34.2 492 26.1 586 29.6 481 22.3 586 26.6 472 19.5 586 24.7 456 111 in 57.6 555 58.8 503 48.0 555 49.5 495 41.2 555 42.9 487 36.0 555 38.0 480 32.0 555 34.2 1 473 28.8 555 31.3 467 24.0 555 27.1 457 20.6 555 24-3 448 18.0 555 22.4 442 120 in 45.6 475 46.4 433 38.0 475 39.0 426 32.6 475 33,7 420 28.5 475 29.6 414 25.3 475 26.8 409 22.8 475 24.5 404 19.0 475 21.1 395 16.3 475 18.7 387 14.3 475 17.2 381 144€n 26.4 330 26.7 305 22.0 330 22.4 301 18.9 330 19.3 297 16.5 330 17.0 293 I/-U3LE Tin Anchor Capacity Table (Ibs) Anchor Clip Patterns Substrate: 2.7k Concrete 3.5k Conc. Hollow CMU Filled CMU PT Woad Metal Anchor Type: 3/16" Etco Ultracon 1/4" Elco Ultracon 5/16" Elco Ultracon 1/4" S5 Eico 3/16" Elco Ultracon 1/4" Elco Ultracon AggreGalor 5/16" Elco Ultracon 1/4" SS Elco AggreGator #10 Steel Screw (GS) 412 Steel Screw {G5) #12 Steel Screw (G5) Edge Distance (in): 3-1/4" 2" 0.41-36" 0.51-3/8 0.324 Embedment (in): ����� 1-1/4" 2 1_�8• 1-3/8" varies 2 Anchors © 4.75" Min. O.C. / Standard or Offset Clip (Fig. 1&2): 390 Ibs 390 lb& 450 Ibs 890 lbs 1644 Ibs 270 lbs 280 Its 354 lbs 7401bs 374 Ibs 664 Ibs 9461bs 341 Ibs 442 lbs 560 Ibs 4 Anchors @ 2.25" Min. 0.C. / Standard (or Offset) Clip (Fig. 3): 700 Ibs 700 lbs 550 lbs 14101bs 952 Ibs N/A 560Ibs WA 630 Ibs N/A 880 Ibs N/A 682 Ibs 885 Ibs 1120 Ibs BAnchors (or Clip (Fig. 4) 780Ibs r •r N/A 2116214280004 icors t 3" MinC..Standard gle Cl Anchors @ 3" O.C. / (2) 2x5 Angle Clips / (Fig. 5): Ibs�� r r.� N/A ��A�8 M. 6 Anchors @ 3" Min. CC. / (2) 2x5 Angle Clips / (Fig. 6): 17 1170 Ibs r r N/A • r tbs 4 Anchors @ 0.45" Min. O.C. / U-Clio, Into .125" Alum. (Fig. 7): N/A N/A N/A N/A N/A N/A N/A NIA N/A N/A N/A N/A N/A N/A 14301bs 2 Anchors @ 2.25" Min. O.C./ F-Clip (Fig. 8): 350 Ibs 350 lbs. 290 Its 705 Its 476 lbs N/A 280 Ibs NIA 31514s N/A 440 lbs N/A 341 Ibs 442 lbs 56016s 4 Anchors Q 1.15" Min. O.C./ F-Clip (Fig. 9): 480 Its 700 Ibs N/A N/A N/A N/A 3801bs N/A N/A NIA N/A NIA 682 lbs 885 lbs 1120 lbs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES FIGURE 1: FIGURE 2: • • • • FIGURE 5: • • • FIGURE 3 • • • FIGURE 6: • ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS. FIGURE 4 • • • • 0 • 0 0 • 0 0 FIGURE 8. FIGURE 9. • 0 FIGURE 7: 0 • 0 0 i • • • • TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DR.) x \ ANCHOR CAP.•,„T,l _ANCHOR CAP.,, MULLION CAP., Taa� 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. 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 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CIv1U) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BEA MINIMUM GRADE 33AND .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. #1C & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. "X4"X.375J 'T" -MULLION 4.000" 1.000" f-- .375" 1'X4"X.375" MULLION O W w co W • _• •• • CC •••sap • • • ••4)• • z •• IV* ui • • • 00 • •••-�j• • it • z • 1-• • te9 ••a_ COPYRIGHT © 2017 (941) 480— 1 600 FL CERT. OF AUTH.# 29298 (f) Z 0 J J 2 • W • cn • • • � Z • 2 • J • < • }- .z i- .(/) (75 U 1Z 2 i= y � Y 0 ...6! ••7p O •••p coo li • •••• 0 0.t•• tail. �•• • -J7 2 /••b *-§ • X sz o� O Q z 0 • 0 •N 45O PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 BY / ..._- Miamr 6. > e Product Control 1111tit/0,, \�. aoEyY LY .N ,// �'``. " L10ENs, '.. ' * No.58705 �O� S ATE F C( f Ss''•��ORtDA. \' o••• •• 1••�c?,. A. LY'NN f41ItthE) , P.E. FL P.E.# 58705 • • • • • • • • • • • •••• • • • • • •• • ••• • • • • • Mullion Capacity Table (Ibslft2) 1 25" X 3.188" x .285" Alum Tube Mull Opening W dth (for vertically -spanning mullions) or Opening Height (for horizontally -spanning mullions) 50 in 60 in 70 in 80 in 90 in 100 in 120 in 140 In 160 in Regular Lcar4ng TrapTTdang. Loading Rectangular. Loading Trap/Triang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Triang. Loafing Rectangular Loading Trap7Triang. Loading Rectangular Loading TraprTdang. Loafing Rectangular Loading Trap/Tdang. Loading Rectangular Loading TrapfTdang. Laming Rectangular Loading Trapfriang. Loading r1-6 o 0 c _ m G Anchor Capacity Required (Ibs) Mullion Capacity (lbslfl2) Anchor Capacity Required (Ibs) Mullion Capacity (Ibsl(t2) Anchor Capacity Required (Ibs) .r na O_g-N .� G Anchor Capacity Required (Ibs) aa m G Anchor Capacity Required (Ibs) Mullion Capacity (Ibs/fl2) Anchor Capacity Required (Ibs) 6 Z. a g-Vtig 2 G '• T.) n..,�. a-aa G cc gg 22 G Anchor Capacity Required (Ibs) o a o C 2 G Anohor Capacity Required (Ibs) Mullion Capacity (lbs/ft2) Anchor Capacity Required (lbs) . 0 OC -5 G Anchor Capacity Required (Ibs) a O 2 G Anchor Capacity Required (Ibs) a a aC 2 G Anchor Capacity Required Ohs) Mullion Capacity (Ibs/f) Anchor Capac ty Required (Ibs) .8. o. a o_ 2 G Anchor Capacity Required (Ibs) Mullion Capacity (Ibalft2) Anchor Capacity Required (Ibs) .. a .5 _ 2 G Anchor Capacity Required (Ibs) .8. 6 o , a -_ C 2 G Anchor Capacity Required (Ibs) 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170,0 521 151.6 1769 170,0 521 Mull Length 42in 170.0 48 in 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170,0 680 154.8 1548 170.0 680 132.7 1546 170.0 680 116,1 1548 170.0 680 50.625in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 167.0 1468 170-0 756 139.2 1468 170.0 756 119.3 1468 170.0 104.4 1468 170.0 756 54 in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 163.1 1376 170.0 837 146.8 1376 170-0 856 122.3 1376 170.0 861 104.8 in 170.0 861 91.7 1376 170.0 861 601n 170.0 885 170.0 701 170.0 1063 170.0 797 158.9 1158 170.0 878 139.0. 1158 167.4 930 123,6 1158 156.8 919 111.2 1158 150.0 912 92.7 1158 144.8 905 79,4 1112 144.8 905 69.5 1158 144.8 905 63in 170.0 930 170.0 745 160.1 1051 170.0 850 137.2 1051 155.9 862 120.1 1051 142.0 848 106.7 1051 132.3 837 96.1 1051 125.7 830 80.1 1051 119.5 822 68,6 1051 119.1 821 60.0 1051 119.1 821 66in 167.1 957 170.0 789 139.3 957 151.6 805 119.4 957 134.0 790 104.4 957 121.6 777 92.8 957 112,8 767 83-6 957 106.6 759 69.6 957 100.0 750 59.7 957 98,9 748 52.2 957 98.9 748 72 in 128.7 804 135.2 698 107.3 804 1152 684 804 101.2 671 80.4 804 91.4 660 71.5 804 84.1 650 64.4 804 78.8 643 53.6 804 72.3 633 46.0 804 69.9 629 804 69.8 628 76 in 109.4 722 114.4 630 912 722 972 618 78.2 722 85.3 68.4 722 76.7 596 60.8 722 70.3 588 54,7 722 65.5 580 45.6 722 59.5 570 39.1 722 56.7 565 34.2 722 56.2 564 78in 101.2 685 105.6 600 84.4 685 89.6 588 72.3 685 78.5 577 63.3 685 70.5 568 56.2 685 64.5 560 50.6 685 60.1 553 42.2 685 54,3 543 36.2 685 51.4 ® 31.6 685 50.7 536 90in 65.9 515 68,0 457 54.9 515 57.5 449 47.1 515 50.1 441 41.2 515 44.7 434 36.6 515 40.6 428 33.0 515 37.4 422 27.5 515 33.1 413 23.5 515 30-5 407 20.6 515 29.1 404 96 In 54.3 453 55.8 404 45-3 453 47.1 397 38.8 453 41.0 391 33.9 453 36.4 385 30.2 453 33.0 379 27.2 453 30.4 374 22,6 453 26.6 366 D 453 24.3 360 17.0 453 22.9 356 1081n 38.1 358 39.0 323 31.8 358 32.8 318 27.2 358 29.4 23.8 358 25.2 308 212 358 22.7 304 19.1 358 20.8 300 15.9 358 18.0 293 ---- -� ill-- -� al 111 in 35.1 338 35.8 306 29.3 338 30.1 301 25.1 338 26.1 22.0 338 23.2 293 19.5 338 20.9 289 17.6 338 19.1 285 120 in 27.8 290 28.3 264 23.2 290 23.8 260 19.9 290 20.6 17.4 290 18.2 253 15.4 290 16.4 249 144 In 16.1 201 16.3 186 -_ -----� ✓-- Vv Anchor Capacity Table (Ibs) Anchor• Clip Patterns Sutstrate: 2.71( Corcrete 3.5k Conc. Hollow CMU Filled CMU FT Wood Metal Anchor Type: 3/16'EicoUrtracon 1/4" EL° Ultracon 5'16' Eic0 Ultracon 3`16'Elco Ultracon 1/4' Elc oUltiacon 1/4' SS Elco AggreGator 5/16' Elco Utracon 114" SS Elco AggreGator #10 Steel Sctew(05;i #12Steel Scree' (G5) #12 sled Screw (G5) Edge Distance (In): 1' 2-112' 1" 2-1/2' 3-1/8" 1" 2-1/2' 1" 2-1/2' 2" 3-1/' 0.46" 0.54" 0.324" Ernbednent(in): 1-3/4" 1-/4' 1-3/4" 1-3/4" 2" 1-1/4" 1-1/4` 1-1/4" 1-1/4" 1-1/4" 1-1/4" 2' 1-3/2" 1-3/8" varies 2Ancrois @ 475' min O.C. / Standa"d cr Offset Clip (r-ig, 1): 3901bs 3901ts 1 450 Ibs 8901bs 1644 Ibs 270Ibs 2601bs 354Ins 740Its 3741bs 6E4 188 9461ts 341 Its 4421hs 5601bs 4 Anchors @ 1.15" MLn. O.C- / Standard (or O3^set) Clip (Fa. 2): 480 Ibs 700 Its N/A N/A WA N/A 380 Its N/A NIA N/A WA NiA 6821bs 885 lbs 1120 Its 4 Anchors @ 3" Min. 0.C. / (2) 2c5 Angle Clips I (Fig. 3): 780 Ibs 760 Its 660 :hs 15660 Its 1893Ibs 540 Ibs 5+3) Ibs WA 760Its 748 Ibs 8801Ds 1892 its 682Ibs 885 Ibs 1120 8a 4 Arc tors aQ 0.45" Min. O.C. / U-Clip, Into .123' Alum_ (Fig. 4): N/A WA WA N/A NIA N/A N/A NIA N/A N/A NIA N/A N/A N(A 14W tbs 1 Ancnor t F-Clip (Fig 5t 1951bs 195 I05 225 Ibs 4451m 82211s 1351bs 1401bs 1771bs 3701bs 187 Ibs 3321bs 4731bs 170 Is 221 lbs 280 Its 2 Anchors @ 1.15" Min. 0.C.! F-Clip (Fig. 6)' 240 lbs 3:.0 Ibs N/A N/A WA N/A 190 Its N/A N/A WA I-2A N/A 341 !Rs 442 1ts 560 Ibs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: • FIGURE 3: FIGURE 4: FIGURE 5: FIGURE 2: 0 FIGURE 6: • ANGLE CLIP MUST BE USED IN PAIRS. TABLE NOTES: ANCHOR CAPACITY ADJUSTMENT FORMULA: (DPI) X (ANCHOR CAP.' „"'"` _ ANCHOR CAP.,, MULLION USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 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 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. I---1.250"-I 3.188" .265" 1.25" X 3.188" X .265" MULLION (1-1(4' VF MULLION) (941) 480--1600 FL CERT. OF AUTH.# 29296 O W 05 w U) W re N • j • so• •• a• ••••�• •••." • ••.(, • Z • •••i ▪ id • 1• •• y• co •• • .3• • •2• • Z• • • • •• EL 0 N (1) Z 0 J J D w I-- cZ J Z (1) (1) W s 0 CC d ill 2 o _ 1- • •• U LLI 11 UZ O • MN co 0.'• 2 U a In N N • • CO • 1 • • .• • 0 St• 30 • Clo • •• zoo 111--0 a Z U 0 0 0 m U (1) 0 CO 0 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 :. Miami-Dad)3'product Control By '\\t\,rtlllirl/!/ �.� ��IY LY�,rN '% �,'CENsF -..i�� No. 58705 - 1:7- �QT STATE 8j4 ' • .,-..:111;= :,c<`\, FLORtDr• .--'G\' s` 7r/rilll1rr\ A. LYNN MILLER, P.E. FL P.E.# 58705 • • • • • • • • • • • •• • • • • • • • • •• • •• • • • •• • ••• • • • • • TABLE 9A Mullion Capacity Table (lbslff ) Opening Width (forverticaliy-spanning mullions) or Opening Height (tor horizontally -Spanning mullions) 50 in 60Irt 70 in 80 in 90 in 100 In 120 in 140 in 160 in Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Tdang. 1.25 x 3.25 Rectangular Loading Trap/Tdang, Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Tmp/Triang. Loading Rectangular Loading Trap/Trlang Loading Rectangular Loading Trap/Trlang. Loading Rectangular Loading Trap7Trlang. Loading Loading Loading Loading Loading Loading Loading X .100 Alum. Tube Mullion u 8. 8 u ,-, >i i 8- . E o 8 -' i4 av �g" L 1 u S 8 O S :r'' o .-� & !4 8� "Al ppL" g u 8 3, r u -� B B 8- is ti . u i� 8 O 2A ' .� k ;4 8G P.1 1 dad D i3 8 -- A. o --. >3 I4 8" ' 1 a`a . d 8 8 Q . u --. >3 A t3�"1 L L'. U u k 8 5- 2 g o �- i4. A 8-8 u (yL� ¢IL g u k C , ' u .-. >� ;4 8 Q� yC� E, 1Q� �' u k 8 Z' u -.. i4 S4 8; i.w i .i* u 0 C 1i A" o 8. i4 8,- ti C ¢i A Fi 8 u A 8 8; h aI .4' o 8 S '- u I 8 8v p; L¢` .,4: 0 � Z' i4 8" as :Z' 8 2- A 8 . _55 ad 8 j -o o^ z3 8 Oa._ Ld'g Z• u 5 a ? - 8$ .5 gaa� >e o 8 8� ? g u ., 8 i 8 O St 521 163.3 1118 170.0 521 127.7 1118 170,0 521 109.5 1118 170,0 521 95.8 1118 170 0 521 42in 170 0 620 170,0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170,0 519 970,0 1116 170.0 48 in 170.0 708 170.0 524 170.0 850 170.0 584 167.6 978 170.0 630 146.7 978 170.0 861 130.4 978 170.0 877 117.3 978 170.0 680 97.8 978 170.0 660 83.8 978 170.0 680 73.3 978 170.0 680 50.825In 170.0 747 170.0 563 170.0 896 170.0 631 150.7 927 170.0 684 131.9 927 168.5 708 117.2 927 159.1 699 105.5 927 156.3 698 87.9 927 156.3 895 75,4 927 156.3 695 65.9 927 156.3 696 64 in 170.0 797 170.0 612 164.5 869 170.0 691 132.5 869 153.9 683 115.9 669 141.8 669 103.0 869 134.0 660 92.7 869 129.8 654 77.3 869 128.8 652 66.2 869 128.8 652 57.9 869 128.8 652 601n 143.2 746 153.8 634 119.4 746 132.3 620 102.3 746 117.8 608 89.5 740 107.8 599 79.6 746 101,0 592 71.6 746 96.6 587 59.7 746 93.3 583 51.2 746 93.3 583 44.8 746 93.3 583 63 in 123.7 877 132.0 579 103.1 677 113.2 566 88.4 677 100.4 555 77.3 677 91.4 646 68.7 877 85.2 539 61.9 677 81.0 534 51.6 677 77.0 529 44.2 677 76.7 529 38.7 677 76.7 529 •c tm 66 In 107.6 617 114.1 530 89.7 617 97.6 519 76.9 617 86,3 509 67.3 617 78.3 500 59.8 617 72.6 494 53.8 617 68.7 489 44.8 617 64.4 483 38.4 617 63.7 482 33.6 617 63.7 482 acc "'1 72in 82.9 518 87.1 450 68.1 518 74.2 440 59.2 518 65.2 432 51.8 518 58.8 425 46.1 518 64.2 419 41,4 518 50.7 414 34.5 518 46.6 408 29.6 518 45.0 405 25.9 518 45.0 405 G 29.4 465 38.3 367 25,2 465 36,5 364 22.0 76 n 70.5 465 73.7 406 58:7 466 62,6 398 50.3 465 54.9 390 44.1 465 49.4 384 392 465 45.3 378 35.2 465 422 374 78 in 65.2 441 68.0 387 54,3 441 57.7 379 46.6 441 50.6 372 40.8 441 45.4 366 36.2 441 41.6 360 32.6 441 38.7 356 27.2 441 34.8 349 23.3 441 33.1 346 20.4 32.7 345 90 in 42.4 332 43.8 295 35,4 332 37.0 289 30.3 332 32.3 284 26.5 332 28.8 280 23.6 332 26.1 276 21.2 332 24.1 272 17.7 332 21.3 266 15.2 332 19.6 262 13.3 16_7 260 96in 35.0 291 35.9 260 29.4 291 30,3 256 25.0 291 26.4 252 21.9 291 23.5 248 19.4 291 21.3 244 17.5 291 19.5 241 14.6 291 17.1 236 12.5 291 15.6 232 1in 24.8 2 25_1 20..5 2 21. 1. 2 18.3 1 15 4 2 16.2 1 98 �.■��...'.�■■ ��■� .�.■ 111 En 22.8 218 23.f 197 189 218 19,4 194 16.2 218 16.8 191 14.1 218 14.9 188 120 in 17.9 187 18.2 170 14.9 187 45.3 167 TABLE 9B Anchor Capacity Table (Ibs) Anchor Clip Patterns Substrate: 2.7k Concrete 3.5k Con. Hollow CMU Filled CAttl PT Wood Metal Anchor Type: 3/16" Elco Ultracon 1/4" Elsa Ulhacon 5/16" Etc° Ultracon 3/16" Elco Ultracon 1/4•' Elco Ultracon 1/4" SS Elco AggreGat°r 5/16" Etco Uitracon 1/4" SS Etco AggreGa(or #10 Steel Screw (G5) #12 Steel Screw (G5) #12 Steel Screw (G5) Edge Distance (in): t" 2-1/2" 1" 2-112" 3-1/8" 1" 2-112" t" 2-112" 2" 3-1/8" 2" 0.48" 0.54" 0.324" Embedment (in): 1-3/4" 1-3/4" 1-3/4" 1-3/4" 2" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 2" 1.3/8" 1.3/B" varies 2 Anchors @ 4.75" Min. 0.G, / Standard or Offset Clip (Fig. 1): 390 Ibs 390 Ibs 450 Ibs 390 Ibs 1644 Ibs 2701bs 280 Ibs 354 Ibs 740 lbs 374 lbs 664 lbs 946 Ibs 341 lbs 442 Ibs 580 Ibs 4 Anchors @ 1.15" Min. O.C. / Standard (or Offset) Clip (Fig. 2): 480 Ibs 700 lbs NIA N/A NIA NIA 380 Ibs N/A N/A N/A N/A N/A 682 Ibs 8851bs 1120 Ibs 4 Anchors @ 3" Min. O.C. / (2) 2x5 Angie Clips / (Fig. 3): 780 Ibs 780 Ibs 680 Ibs 1560 Ibs 1896 Ibs 5461bs 560 lbs NIA 760 Ibs 748 Ibs 880 Ibs 1892 Ibs 682 Ibs 885 Ibs 1120 lbs 3 Anchors c.i 0.54" Min. O.C. I U-Clip, Into .100" Alum. (Fig. 4): N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A NIA N/A NIA N/A 950 Ibs 1 Anchor/ F-Clip (Fig. 5)c 195 Ibs 195 tbs 225 Ibs 445 Ibs 822 Ibs 135 Ins 140 Ibs 177 Ibs 370 Ibs 187 lbs 332 Ihs 473 Ibs 170 lbs 221 Ibs 280 Ibs 2 Anchors @ 1.15" Min. 0.C./ F-Clip (Fig. 8): 240 Ibs 350 Ibs N/A NIA N/A N/A 190 Ibs N/A N/A N/A WA N/A 341 Ibs 442Ibs 560 Ibs FIGURE 1: FIGURE 3: FIGURE 4: 0 0 0 FIGURE 5: • FIGURE 2; FIGURE 6: 0 ANGLE CLIP MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 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 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .100" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .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. # 10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. ANCHOR CAPACITY ADJUSTMENT FORMULA: ANCHOR CAP.,„"",,,�) (DPI,) X ( =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. - 1.250"- - 3.250" ' 3.250" .100"- .100" 1.25" X 3.25" X .100" MULLION FOR FIELD -MULLED UNITS 1.25" X 3.25" X .100" MULLION FOR FACTORY .MULLED UNITS ••9• • • Z ••u. •••441. •• •••a• Q • din •I- • • Z • I- a • q • i -- • • • (n (941) 480-1600 �0 0, •••et„ • •110 •••C) • U .• LU • .rrt a• • _ Z HE • • X Ls) N 0 a 6 FL CERT. OF AUTH.1129296 LU LU 2 to (0 0 •• w • or•••• -4(• 5C•1•••• • • y 77 ti • r • • 64.. • • • • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date.Q5/26/2021 By Miami-D v`1111I111//r 1)11.44/ * No, 58705 O-cJ •. S ATE F ' e "• • •ORION. ••' \'s .nS'�G /°NAL N iNA. LYNNY1(LlR,P.E. FL P.E.# 58705 • TABLE 10A Mullion Capacity Tabfe (Ibsfft2) 1.26 X 325 X.624 Atum. Tube Mullion Opening Width (for vertically -spa nning mullions) or Opening Height (for horizontally -spanning mullions) 50 in 60 in 70 in 80 in 90 in 100 in 120 in 140 in 160 in Trap/Thong. Loading Rectangular Loading Trapariang. Loading Rectangular Loading Trap/iriang. Loading Rectangular Loading Trap/frieng. Loading Rectangular Loading TreplTriang. Loading Rectangular Loading Trap/Friang. Loading Rectangular Landing Trap/Nang. Loading Rectangular Loading Trap/Triang_ Loading Rectangular Loading Trap/rriang. Loading Rectangular Loading .'_ u S w W 0 g Y. a2 U v .6 1 E ,rz T ... W U E 3 G } 'W E. g U 1 .2'1 u 0- � ti U a U O j✓Q 3 �` U aN U t 1 a Y U W U 1I 3- X u a2 J I o d`rX u W U _ 2 G ? �U .-. ra U -o L J tr u a U ,O,' g T,7-7 U as U -a V-W dooc a U 38 a •U ..-. a 2 G U 9 t Q V d¢'3o .0 W U Z o C -NNta u .-. aN U v t-- “L' .0 W m 0 ry.. 3 .0 N co .�-.. U s aNcao d`rr U a U 3 'it 2 is G U= u d`rr C u tt • U -V 3� U ma co G U= oil Q d`c2 C u a • U O,K 3 y t .0 i-. as co = V t1v UoV • c � u a co 0 2 � _T 4 r as UmU ¢`rr Gij u a ' y 38 U N al UUUo e'E 4.3 ofN ' o x o`F 38. u W W l 0 ~i o o- ¢`rr C u a U t.4-- O m 38. Y N as U oo d`I A u a cco 1= U W� UQ'� “c' 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 621 170.0 1240 170.0 521 170.0 1489 170.0 521 170.0 1736 170.0 521 170.0 1983 170.6 521 a c J o -5 42in 170.0 620 170.0 430 48 in 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 650 170.0 1700 170.0 680 169.7 1979 170.0 680 148.5 1979 170.0 690 50.625 in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 756 152.5 1877 170.0 756 133.5 1877 170.0 756 54 in 170.0 747 170 0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 603 170.0 1434 170.0 837 t70.0 1594 170.0 856 156.4 1769 170.0 861 134.1 1759 170.0 661 117.3 1759 170,0 861 60 in 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 L 1240 170.0 878 170.0 1417 170.0 944 1 161.1 1511 170.0 996 145.0 1511 170.0 1033 120.8 1511 170.0 1063 103,6 1511 170.0 1063 90.6 1511 170.0 1063 63in 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 940 156.6 1370 170.0 1015 139.2 1370 170.0 1076 125.3 1370 164.0 1082 104.4 1370 155.9 1072 89.5 1370 155.3 1070 78.3 1370 155.3 1070 66i0 170.0 974 170.0 789 170.0 1169 170.0 903 155.6 1248 170.0 1002 136.2 1248 158.6 1013 1 121.1 1248 147.1 1000 108.9 1248 139.0 969 90.8 1248 130.4 978 77.8 1248 129.0 975 68.1 1248 129.0 975 721n 167.8 1049 170.0 876 139.9 1049 150.2 092 119.9 1049 132.1 875 104.9 1049 119.1 860 93.2 1049 109.7 849 63.9 1049 102.7 838 69.9 1049 94.3 826 59.9 1049 91.2 820 52.4 1049 91.1 820 75 in 142.7 941 149.1 822 118.9 941 126.8 805 101.9 941 111.2 791 89.2 941 100.0 777 79.3 941 91.7 766 71.4 941 85.6 757 59.5 941 77.6 744 51.0 941 74.0 737 44.6 941 73.3 736 79 In 132.0 894 137.6 783 110.0 894 116.9 767 1 94.3 894 102.4 753 82.5 894 91.9 740 73.3 894 84.1 730 66.0 694 78.3 721 55.0 694 70.7 707 47.1 994 67.0 701 41.3 894 66.1 698 90in 85.9 671 88.7 596 71.6 671 74.9 585 61.4 671 65.3 575 53.7 671 582 566 47_7 671 52.9 558 43.0 571 48.8 551 35.8 671 43.1 539 30.7 671 39.7 531 26.9 671 37,6 626 96i0 70.8 690 72.8 527 59.0 590 61.4 518 60.6 590 53.4 509 44.3 590 47.6 502 39.3 590 43.0 434 35.4 590 39.6 488 29.6 590 34.7 477 25.3 590 31.6 469 22.1 590 29.8 464 108 in 49.7 466 50.8 421 41.4 466 42.8 414 35.5 466 37.1 408 31.1 466 32.9 402 27.6 466 29.7 396 24.9 466 27.1 391 20.7 466 23.6 362 17.8 466 21.2 375 15.5 466 19.6 370 111i0 45.6 441 46.7 400 38,2 441 39.3 393 32.7 441 34.1 387 28.6 441 30.2 362 26.4 441 27.2 376 22.9 441 24.9 372 19.1 441 21.5 363 16.4 441 19.3 356 14.3 441 17.6 351 120 in 38.3 378 36.9 344 30.2 378 31.0 339 25.9 378 26.8 334 22.7 378 23.7 329 20.1 378 21.3 325 18.1 378 19.5 321 15.1 378 16.7 314 144 in 21.0 262 21.2 242 17.5 262 17.8 239 15.0 262 15.3 236 TABLE 10B Anchor Capacity Table fibs) Anchor Clip Patterns Substrate: 2.79 Concrete 3.5k Conc. Hollow CMU Filled CMU PT Wood Metal Anchor Type:. 3/16" Etc°Ultracan 1/4" ElcoUllracon 5/16" Elco Ultracon 3/16" Elco Uitracon 114" Elco Ultracon 1/4' SS Elco AggreGator 5/16" EIcO Ultracon 1/4" SS Elco AggreGator #10 Steel Screw (G5) #12 Steel Screw (G5) #12 Steel Screw (G5) Edge Distance (In): 1" 2-1J2" 1" 2-1/2' 3.118' 1" 2-1/ 2" 1" 2-1/2' 2' 3-1/8" 2" 0.48" 0.5 " 0.324" Embedment (in): 1-314" 1-3/4" 1-314" 1-3/4- 2" 1-1/4" 1-1/4" 1-1/4" 1-1/4' 1-1/4" 1-1/4" 2' 1-3/8" 1-3/8" varies 2 Ancturs @ 4.76' Min. O.C. / Standard or Offset Cup (Fig 1)' 300 lbs 393 lbs 450Ibs 890Ibs 1644 lbs 270 Os 200 Ib0 354 IDS 740Itn 374 lbs 664 lbs 946 Ibs 341 lbs 4421ts 560 lbs 4 Anchors 1.15" MIn. O.C. / Standard (Or Offset) Clip (Fig. 2): 480 lbs 700 IDs N/A MA N/A NIA 380 lbs WA N/A NIA N/A NIA 6821bs 885 Its 1120 lbs @ 4 Anchors @ 3" MIn. O.C. I (2) 2x5 Angle Clips / (Fig. 3)'_ 780 lbs 780 Ito 680 IDS 1560 Ibis 1 B96 lbs 540 tbs 5601bs N/A 760 Ibs 748 lbs 880 Ibs 18921bs 682lbs 885 lbs 1120 lbs 3 Anchors @ 0.54" Min. Q.C. / U-Clip, Into .10t7' Alum. (Fig. 4): N/A N/A N/A N/A N/A 14/A NIA NIA N/A N/A N/A N/A WA N/A 950 lbs 1 ArKhor/ F-Cltp (Fig. 5): 195 lbs 19511)s 2251bs 4451bs 822 lbs 1351bs 140 0ls 177 Ibs 3701bs 187 lbs 332 lbs 473 lib 1701b5 221 I60 280 Ibs 2 Anchors @ 1.15' MID. O.C/ F-Clip (Fig. 6): 2401Ds 350Ibs N/A N/A N/A N/A 1901bs NIA NIA N/A N/A N/A 341 lbs 442Ibs 5601bs FIGURE 1: FIGURE 3: FIGURE 4: e e FIGURE 5: • FIGURE 2: 0 0 di 0 FIGURE 6: ANGLE CLIP MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 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 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF ,100" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .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. #10 & #12 ANCHORS INTO WCOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DPI,) X ( ANCHOR CAP. „o„ram �j =ANCHOR CAR, MULLION CAP.,„o,,�„/ 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. 1.25" X 3.25" X .624" MULLION FOR FIELD -MULLED UNFFS 1.25" X 3.25" X .624" MULLION FOR FACTORY -MULLED UNITS w re w W tY rn • S• • ID ••� •••v. •• • •••• rn •••Ci • •• N •••1:. • Q • z • • •• N O M a 0 a 0 0 FL CERT. OF AUTH.# 29296 to z 0 J J • W • 03 • 1_ • • z • • < • I- • z • ( j (1) LLI 0 0 m 1- o cLnc- a • •a • •�0,3 CO• U ILI • i o•• It•• •a•• :t • X 411 a • • ch - • X N 0 0. 8 G (1} z 15 G • • • (3) •N 0 m0 0 to Te m0 rr� I • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date By ,-- Miami-DaProduct Control 5/26/2021 1t1111I77//� .�``` pNY.LYNN / No. 58705 STALE OF/ •:�LORIO •:.AC9\?� furs TONAL 1" \\`\ A. LYNN MILLER, P.E. FL P.E.# 58705 •••• • • • ♦••• • •••• • • • • • • • • • •••• • • • •••• • •••• • TABLE 11A • Mullion Capacity Table (Ibslft2) 125 X3 94 x .624 Alum. Tube Mullion Opening Width (forvettically-spanning mullions) orOpening Height (for horizontally -spanning mullions) 50 in 60 in 70 in 80 in 90 in 190 in 120 in 140 in 160 in Rectangular Loading Trap!Triang_ Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading TrapTriang. Loading ' Rectangular Loading Trap/Triang, Loafing Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Triang. a Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Traprrriang_ Loading Rectangular Loading TraplTriang. Loading .� g _ Sc U .-. a" co 7, V d U N }• U `I m g J �- ^ as ¢- U v rrU,, 0 Q K A a N m oC = N � G T in N 9- U d o r. N Q fl: 'n 2- C J . L4 7. 0^ 2 c o y V a• C T. N m 5''1.. = •N � .�-... }.. R N m s' U •' d cc,, Q• 4 C T N m c it ry� -. N � v r m .-. ug U 8 d N Q 0_ .�. .a m U 5'9`. 3 G ?' 03 U N • U 'a N C Q a al U n U p 3 G ti_ CO N A c U -0 g Q tr 7 T O U O "7- , N �= = 4� U " C Q� a 1O V o= 3 �� "" a R` U 5 'L L P Q� h ^ co V 2 �- � - fJ _ co s t0 V 6 '1 U G . C .e a U U7. 'L G - 6= U 9- t •7 SS Q' . CI .0 a U .� N � G .0 ---. a s V-• L 3 U I Q 4' a U O E c 6 U a a _ 1 y Q C a U ._ J �MG = N 7 U -1' C5� 4 (Y i a U 0 � G U U.• a L C Q C V 0 U 3 y _ m a O 12, U o 'e ._ C Q D_' V i U 3 v U N U-o 'z Q R" G Q K 170.0 744 170.0 478 170.0 860 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 170.0 1983 170_0 521 _.. m a' J 0 3 2 170.0 620 170.0 435 ' 42in 170.0 708 170.0 524 1170.0 850 170.0 584 170.0 992 170.3 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 680 170.0 1983 170.0 680 170.0 2297 170.0 680 48 in 59.625 in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 664 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 179.0 756 170.0 1793 170.0 755 170.0 2092 170.0 756 170.0 2391 170.0 54 in 170.0 797 170 0 612 170.0 956 170.0 691 170,0 1116 170.0 754 170.0 1275 170.0 603 170.0 1434 170.0 837 170.0 1594 170.0 656 170.0 1913 170.0 861 170.0 2231 170.0 861 160.2 2403 170.0 861 613in 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1594 170.0 996 170.0 1771 170.0 1033 170.0 2125 170.0 1063 148.3 2163 170.0 1063 129.8 2163 170.0 1063 63in 170.0 930 170.0 745 170.0 1116 170.0 850 1 170.0 1302 170.0 940 170.0 1488 470.0 1016 170.0 1673 170.0 1076 170.0 1859 170.0 1122 156.9 2060 170.0 1169 134.5 2060 170.0 1171 117.7 2060 170.0 1171 6601 170.0 974 170.0 709 170.0 1169 170.0 903 170.0 1364 170.0 1002 170_0 1550 170.0 1086 170.0 1753 170_0 1155 170.0 1948 170.0 1210 143,6 1966 170.0 1275 122_6 1966 170_0 1286 107.2 1966 170.0 286 1 72 in 170.0 1063 170.0 878 170.0 1275 170.0 1009 170.0 1488 179.0 1126 170.4 1700 170.0 1228 154.1 1734 170.0 1315 138.7 1734 169.8 1385 115.6 1734 155.9 1364 99.1 1734 150.4 1352 86.7 1734 150.2 1352 76 in 170.0 1122 170.0 337 1700 1346 170.0 1080 168.5 1555 170.0 1209 147.4 1556 165.2 1285 131.1 1556 151.5 1266 117.9 1556 U1.3 1251 98.3 1555 129.3 1229 84 2 1556 122,3 1219 73.7 1656 121.2 1216 78in 170.0 1151 170.0 967 170.0 1381 170.0 1116 155.9 1477 169.3 1245 136.4 1477 152.0 1224 121.2 1477 139.1 1206 109.1 1477 129.5 1191 90.9 1477 116.9 1169 77.9 1477 110.8 1158 68.2 1477 109.3 1164 1110 107.9 951 88.8 1110 96_3 936 78.9 1110 87.5 922 71.0 1110 80.7 910 592 1110 71.3 891 50.7 1410 65.6 . 878 44.4 1110 62.7 B 0 90 in 142.0 1110 146.5 986 110-4 1110 123.9 968 101.s 96 in 117.0 975 120.3 872 97.5 975 101.5 856 83.6 975 88.3 842 73.2 975 78.5 829 65.0 975 71 2 817 64.5 975 65.4 807 48.8 975 57.4 789 41.8 975 52.3 776 36.6 975 49.3 767 108in 822 771 84 0 696 68.5 771 70.7 685 58.7 771 61.3 674 51,4 771 54.3 664 45.7 771 49.0 655 41.1 771 44.9 647 34.3 771 38.9 632 29.4 771 35.0 621 25.7 771 32.4 612 111 in 75.7 730 77.3 661 63.1 730 65.0 650 54.1 730 56.3 640 47.3 730 49.9 631 421 730 45.0 622 37.9 730 41.1 614 31.5 730 35.5 600 27.0 730 31.9 589 23.7 730 29.5 581 624 44.3 552 37.5 624 39.2 544 33.3 624 35.3 537 30.0 624 32.2 531 25.0 624 27.7 519 21.4 624 24.5 509 18.7 624 22.5 _501 120ir, 59.9 624 61.0 569 49.9 624 51.2 560 42.8 34.7 433 35.1 400 29.9 433 23.4 395 24.8 433 25.4 390 21.7 433 224 385 19.3 433 20,0 381 17.3 433 18.2 376 _ 144in 1 11 B TABLE AnchorCapacity Table (ills) Anchor Clip Patterns Sutstrate'Y 2.73 Concrete 3.5k Cone. Mellow CMU Filled CMU PT Wood Metal Amtur Type. 3.16" Etc° Ultrxon 1/4" Elco Ultmcon 5116' Elco Uttrcc0n 3/16" Elm Ultra`on 1/4" Elc0UItracon 1/4" SS Eico AggreG or 5/16' Etta Uthacon 1/4" SS Eico Ag°reGntc #10 Steel Screw (Sc) *12 Steel Screro (CAScr1 #12 Steel (G6) Edge Distance pn) 1" 2-1l2' 1" • 2-1/2" 3-1/8" 1' 2.1!2' 1" 2-1/2" 2" 3-1/8" 2" 0.48" 0.54" 0.324' Embedment9n): 1-3/4" 1314" 1-3/4" 1-;s74" 2" 1-1/4'• 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 2` 1-318" tti/e" voiles 4.75' Mirt O.C. i Stoner di Offset Clip (Fg. 1): 390 Ibis 390 Its 450 Ibs 890 Ibis 1644 Ibs 2701bs 280 Ibs '::Silos 740 lbs 374 Its 664 0s 946 Its 341 Ibs 442 Ibs 560 Its Its 2 Anctiors r© min. O.C. / Starl6rd (c: Oi[set)CIip (F9. 2): 480 Ms 700 Ibs N/A NIA N/A NIA 380 lb3 N/A N!A NIA IUA N/A 6821bs 8651bs 1120 11201bs 4 Anchors ©1.15" hors 3' Min_ O.C. / (7) 245AngieClips l (Fig. 3): 7801bs 780Ibs 680 lbs 15,33l s 18061b5 5401bs 568 i0s N/A 750Ibs 745 Ibs 8601Ds 18921ts 682 Ibs 8851ts 4Are a0 0.``3" Min. O.C. 1 U-0lip, Into Alum. (Fig_ 4): N/A NIA N/A N/A N/A NIA IUA N/A NIA N/A N/A 14/A N/A N/A 1257 lbs Its 4 Anctlors © .100" 1 Art nor/ F L8p (Fig. 5): 185 l0s 195 lln 225 Ibs 445 Ibs 622Ibs 1359Ds 140IDs 177Ibs 370Its 187 lb; 32,2Ibs 473 IDs 170Ibs 221 60S 280 560 Its 2 Anchors @ 1.15" Mtn. O.0 / FLOp (Fig. 6): 240 Ibs 350 IDs N/A N/A NM N/A 190 Ibs N/A N/A N/A NA Nth 341 IDs 442 Ras FIGURE 1: FIGURE 3: 0 FIGLRE 4: i FIGURE 5: 0 FIGURE 2: e • • 0 • FIGURE 6: • ANGLE CLIP MUST BE USED IN PAIRS. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP . ))(( ANCHOR CAP.,,„,rai) _ ANCHOR CAP. RE, MULLION CAP. FR7,, ,,air 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 25 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 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .100" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .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 #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 1.25" X 3.94" X .624" MULLION CO CO w K rn r (12 J • • 2 •••r$4 • • •f 4 • ••S• • •91 • ••ta1 • •• ( 1 •••1•• • .• • Q • O ••or r5 >- >- 0 o_ 0 0 (941) 480-1600 0 it OD• ••• 6 17, • • • • • • m 0 • r• 0 • • • •11 • Ili N FL CERT. OF AUTH.# 29296 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 By Miami -Da Product Control `,t11111'i/ \��`\ ��17 LYNX �''%. . • �4CENS .. <(' r= * : No, 58705 -0.;t� �� . STATE �. (vim\ �// ,'ONAL �'� \\�• A. tM17JN MiltitBEl2, P.E. FL P.E.# 58705 • •• • • • • • •• • • • • • • • • • • • • • • TABLE 12A - Mullion Capacity Table (Ibs/ t2) 4 x .25 Tube Opening Width (torvertically-spanning mullions) or Opening Height (for horizantafly-spanning mullions) 2 x Alum. Mullion 5o in 60 in 70 in 80 in 90 in 100 in 120 in 140 In 160 in Rectangular Loading Traplrriana. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap(Tdang. Loading Rectangular Loading Trap/Trlang. Loading Rectangular Loading Trap!Ttiang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Triang. Loading a jog' CJ_ C ' y G aA 3 Ua ti t. U G . V_ry OC C _ N cL a A- Uv = a Q Q a z ` m U O a - -5- 3 -/ 2• L. �' iv Uv ti 52 Q Q E . v U y G . n or a. d�v 8` t, G , n �N o C -- � G R�.� V ro 8 7 ,? Q L t a w V_ g .... 3- G p a .- a� qs �ro 8 , Q LL� A- E. U_N O C ip cL LG p a ... ao ro Ua t 7 , m . K A n V(�{ O L 7$ cL .-... , a -. o..� Ua .8" ? C N Q R� p U a. U_ G q .a m G U a.� ro Uv . C@ Q - o a (�_ s° g. �2 v 4- U n.`$ Uro L L u d , o a U .g `- G a 'S a� m (Jv 7 , R Q K A- u a �Fc UN o C L .� G P o-- n ��oo C.)ro . , N .,1 P o m ccoo U(� O C 7 6 A- �a d� mm d.7ro Z5 V E Nor . i p w d U O g 7 - Hr � a a L �ro t JE m `L K u gipp• m CCC7 (_� O C 7- �L G A- o, Ua t i VG a . ct A- o U_ O g 7 'Lr G A. G Ua o C E Q (i A- o U_ o �y = y R G A. a A (� m -Ea JEE m .i c2 5 d. U g r�(� y G a i (� � C Q 170,0 620 170-0 435 170.0 744 170.0 478 170.0 866 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170,0 1488 170.0 521 170.0 1735 170.0 521 170.0 1983 170.0 521 Mull Length 42 in 170.0 708 170.0 524 170.0 850 170,0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 173.0 680 170.0 1700 170.0 680 170.0 1983 170.0 680 170.0 2267 170.0 680 48in 50.625in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 756 170.0 2092 170.0 756 170.0 2391 170.0 756 54 in 170.0 797 170.0 612 1170.0 956 170.0 691 r' 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 856 170.0 1913 170.0 861 170.0 2231 170.0 861 170.0 2550 170.0 861 60 in 170.0 885 170.0 701 i170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1594 170.0 996 170.0 1771 170.0 1033 170.0 2125 170.0 1063 170.0 2479 170,0 1063 160.8 2680 170.0 1063 63in 170.0 930 170.0 745 170_0 1116 170.0 550 170.0 1302 170.0 940 170.0 1488 170.0 1015 170.0 1673 170.0 1076 170.0 1859 170.0 1122 170.0 2231 170.0 1169 166.7 2553 170.0 1171 145.9 2553 170.0 1171 66 in 170.0 974 170.0 789 170.0 1169 170.0 903 170.0 1364 170.0 1002 170.0 1558 170.0 1086 170.0 1753 170.0 1155 170.0 1948 170.0 1210 170.0 2338 170.0 1275 151.9 2437 170.0 1286 132.9 2437 170.0 1286 72 in 170.0 1063 170.0 878 170,0 1275 170.0 1009 170.0 1488 170.0 1126 170.0 170D 170.0 1228 170.0 1913 170.0 1315 170.0 2125 170.0 1387 145.6 2184 170.0 1488 124.8 2184 170.0 1529 109.2 2184 170.0 1530 76in 170.0 1122 170.0 937 170.0 1346 170.0 1080 170.0 1570 170.0 1209 170.0 1794 170.0 1322 165.1 1960 170.0 1421 148,6 1960 170.0 1505 123.8 1960 161.6 1548 106.1 1960 154.0 1535 92.9 1960 152.7 1531 78 in 170.0 1151 170.0 967 170.0 1381 170.0 1116 170.0 1611 170.0 1250 170.0 1842 170.0 1369 152.7 1861 170.0 1474 137.4 1861 163.1 1500 114.5 1861 147.3 1473 98.2 1861 139.6 1459 85,9 1861 137.6 1454 90in 170.0 1328 170.0 1144 149.1 1398 156.0 1219 127.8 1398 136.0 1198 111.8 1398 121.3 1179 99.4 1398 110.2 1162 89.5 1398 101.6 1147 74.5 1398 89,8 1122 63.9 1398 827 1105 55.9 1398 78.9 1095 96 in 147.4 1229 151.5 1098 122.9 1229 127.8 1079 105.3 1229 111.2 1061 92.1 1229 98.9 1044 81.9 1229 89.6 1029 73.7 1229 82.4 1016 61.4 1229 72.2 993 52.7 1229 65.9 977 46.1 1229 62.1 967 108 in 103.5 971 105.8 877 86.3 971 89.0 862 74.0 971 77.2 849 64.7 971 68.4 837 57.5 971 61.8 825 51.8 971 56.5 815 43.1 971 49.0 796 37.0 971 44.0 782 324 971 40.8 771 111 in 95.4 919 97.3 832 79.5 919 81.9 819 68.1 919 70.9 806 59.- 919 62.9 794 53.0 919 56.7 784 47.7 919 51.8 774 39.7 919 44.8 756 34.1 919 40.2 742 29.8 919 37.1 732 120 in 75.5 786 76.8 716 62.9 786 64,5 705 53.9 786 55.8 695 47.2 786 49.4 686 41.9 786 44.4 677 37.7 786 40.5 668 31.5 786 34.9 653 27.0 786 31.0 641 23.6 786 28.4 631 144 in 43.7 546 442 504 36.4 546 37.0 498 31.2 546 31.9 491 27,3 546 28.2 485 24.3 546 25.3 479 21.8 546 22.9 474 182 546 19.5 464 15.6 546 17.2 455 13.7 546 15.5 448 TABLE 12B Anchor Capacity Table (tbs) Anchor Clip Patterns Substrate:: 2.7k Corxfete 3.5k Ccnc. Hollow CMU Filled CAW PT Wind Metal Anchor Type 3/16"ElcoUltracon 114"EIcbUluracon 5/16' Elco Ulrracon 3i6'EIcoUltra 041 1/ 4" Elea U ltracon 1/4" SS Elco AggreGator 516" E)co Uitracon 1/4" SS E1co AggreGaEff 410 SteN Screw(GS) #12 Steel Scre.v 5) R12 Steel Scre,v(CIS) Edge Distance (in): 1'' 2-1I2- 1" 2-1/2 3-1/8' 1" 2-1/2' 1" 2-1/2' 2' 3-1/6' 2' 0.48" 0.54' 0.324" Eltlbectnent(1n):I 1-3/4" 13/4" 13/4" 1-3/4" 2' 1-1/4" 1.1/4" 1-114" 1-1,4" 1-;/4" 1-114" 2' 1-3,8' 1318" vales 890 Ibs 1644 Ibs 270 Ibs 280 Ibs 354 Ibs 740 !be 374 les 664 I0 94S It% 341 Ibs 4421ts 560 Ibs Anchors 4.75" Min O.C. / Starua5o or 011set Clip (Fig 18.2)' 390 Ibs 390 IIx 450 lbs 2 Q 2.68" Min. 0.C_ / Standard (cx Comet) Clip (F/g. 3), 740 Ibs 740 Ibs 630 Ibs 14851t0 1424 Ibs N!A 560 Ibs N/A 5951bs 1J/A 890 Ibs WA 6821bs 885 Ibs 1120 Its 4 Anchors Q 6 Anchors © 1.71" Patin. O.G. / Standard (or Offt}Clip ;Fla 4). 625 lbs 1050 Ira 756 Ibs 1946100 N/A N!A 705Ibs N/A 7991t3 N/A WA N/A 10221tn 13271bs 1660 Its 4Archors @ 3' Min. 0.C.! (2)2x5Angle Clips / ;Fin 51: 7800Ibs 7%+ Ibs 680Ibs 1560Ibs 1396IbS 560Ibs 14/A 7601bs 748Ibs 8801bs. 18928s 6821b5 8851ke 1120Ibs 6Ara txxs Q 3" Min. O C. / (2) )(5 Angle Clips i Flo. 4 1170 Ns 1170 Ibs 1020 Ibs 2340 Its 2644 Ibs 81u bs 840 Ibs N/A 1140 Ibs 11221bs 1323 Ibs 281t Has 102210 13271ta 1680 Ibs �1073l�j 21 Ibs SArchors @ 1.34' MIS,. O.C. / UClip. into .125" Alum. (Fla. 7): NIA N/A N/A NJA NIA t41A NIA N/A N/A NIA N/A N/A N/A N/A 6Anchors @ 0.64" Min. O.C. / UClip. into Alum. (Fig. 8): NIA NIA N/A NIA NIA N/A NIA N/A N/A N14 NfA N0A NtA NIA .125' 2 Ardt`Dr/ C 268" Min O.C./ F-Clip (R4. 9): 370 Ibs 370 Its 315 Ibs 743 Its 712 flzs WA 280 Ito N/A 3481es NIA 440 ILc 4/A 341 Ibs 442 Its 560 Ibs 3Arcrcrs @ lit' Min. 0.C.1 Flip (Fig. 10): 443 Ibs 5251t6 379 Ibs 9731bs N/A N/A 353 Ibs N/A 3991bs N/A NIA N/A 5111bs 664 Ibs 840 Its NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE 5TANDARC CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE 1: • • FIGURE 5: • • FIGURE 2: • • • • FIGURE 3: • • FIGURE 6: • • • FIGURE 7: FIGURE 8: FIGURE 9: FIGURE 10: • • 1• . • •. • • • • 0 • FIGURE 4: • • • • 0 • • • • ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DPI,) X (ANCHOR CAP_�,�,,,""1 _ ANCHOR CAP.A,, `MULLION CAP.FF,,,,,A„=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 25 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 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TC ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & 412 ANCHORS INTO WOOD MAY 8E STEEL, 18-8 S.S. OR 410 S.S. .25C" 4.000" 2" X 4" X .25" MULLION (941) 480-1600 FL CERT. OF AUTHJI 29296 0 0_ W rn uJ ie rn 1- 3 0 it J J • 0• • E ••- • • • • •�• • ••Ro• •••N • 50 • • d,• •••',• • •- • 0 N • O• • F ••_ 0 0. 5- 0 U VJ Z 0 J J LU m 2 • Z • • • • 1- •3 • I- • (n • F- • 0 0 1- LtD v o 775 vtD 0 5' -3 a 0 co 0 •••• • •••• �y•)•� O V ads• • U • • (f)• • •• J• •4r0 Zi • {Val• 1• • •• Xr04 0 C•J • • •ZZ R N q 55 ti '0 CO O • • • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 By Miami - Product Control ,1t1i1111/ / \`` LY O t�N . LtCENSF ••-• �C� No.58705 01} ST TE 0 : 4,4/ i �S '• c• �ORtDA.•-•�\��� 5' !0� ",,NAL rc\\�. A. L'fi(ifN P.E. FL P.E.# 58705 ••• • •• •••• • •••• • • • • • • • • •••• • •• •••• • •••• • TABLE 13A Mullion Capacity Table (Ibslft2) 2 x Alum- Mullion Opening Width (for vertically -spanning mulkons) or Opening Height (for horizontally -spanning millions) 50 in 60 in 70 in 80 in 90 in 100 in 12D in 140 in 160 in Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading TrapfTriang. Loading Rectangular Loading TrapITriang. Loading Rectangular Looting TraplTriang, Loading Rectangular Loading Trap/Triang. Loading 6 x .25 Tube Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Triang. Loading z• ea 0 _O = � z •�. m a a 0v t j U Q QC z u m rz 0 O i > �LG 2r, m a s m Uy L 5 Cu, ( ¢ ll: p ( m n 3 o gg >. � G z a m a '.2 �.7 Uv N -5 C Q x z a w a 0 O _ > 0 TL G p ,.,^ m a a� Uv m a 7 7'' QC p r, c 5 U G8,_.-_.' E �L G z 2 a 5- eGG Uv C N Qd' 4. 2 n !3 0 N O C -S - 'L G z n a rp v Ua L.3 G N �C r m rz m V gN O Z 7 fn �G 1 o. a Uv -g •2, C d QR: z 2 a 0 g N O C `2G o o-' U-O L. g 0 Qd' 4- 5' m 0 G{y 5 0 is G Z. c1°i. a m G U'o o m L�•( C i, Q a' Z c iv U g N �G Z. a 5,`" _. Ov `8 -5 0 G' Qi1' Z. a m U c _O g . �2G z n a U 9 w p -5 7 C 1 QO-' Z a R 0_ e(�i u �+ _ �- .� G Z. n a m ..-. U-o o a_' ' a C N QC Z. n m 0 cry a g _ 7 a ma Z. o..0 m- Qv m o -5 F U Q2' Z. 0 m U cg o_ ._ p0 5 J7 s g" a m -. U V c i V '5 Q C Z Q. A 0 or��y _ _ �. TL G z T.-T.- . m cs U c `o. L 0 USS �� 4� A' o c, R U c'`k O _ 0 � G •5 _ a° W U v `o._ t �) Qd' 4 a. t ) N s zi _ _ 7� �G z •s n n c U o`. 8 C m QQ' Z 0. m 0� � _ _ ' 17 � G z n .a m 0- UV �S" a C d QC 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 170.0 1983 170,0 521 Mull Length 42in 170.0 48in 170-0 708 170.0 524 170.0 850 170.0 584 170,0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 680 170.0 1983 170.0 680 170.0 2267 170.0 680 50.6251n 170-0 747 170.0 563 170.0 896 170,0 631 170 0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 ! 170.0 1494 170.0 756 170.0 1793 170.0 756 170.0 2092 170.0 756 170.0 2391 170.0 756 54in 170.0 797 170.0 612 170.0 956 170.0 691 1700 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170,0 837 170.0 1594 170.0 856 170-0 1913 170.0 861 170.0 2231 170.0 861 170.0 2550 170.0 861 60in 470.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 170,0 1594 170.0 996 170,0 1771 170.0 1033 170.0 2125 170.0 1063 170.0 2479 170.0 1063 170.0 2833 170.0 1063 170.0 1116 170.0 850 1700 1302 170.0 940 170.0 1488 170.0 1015 170.0 1673 170.0 1076 170.0 185E 170A 1122 170.0 2231 170.0 116E 170.0 2603 170.0 1171 170.0 2975 170.0 1171 63in 66in 170.0 170.0 930 974 170.0 170,0 745 789 170.0 1169 170-0 903 170 0 1364 170.0 1002 170,0 1558 170.0 1086 170-0 1753 170.0 1155 170.0 1948 170.0 1210 170.0 2338 170.0 1275 170.0 2727 170.0 1286 170.0 3117 170.0 1286 72in 170.0 1063 170.0 878 170 0 1275 170.0 1009 170.0 1488 170.0 1126 170.0 1700 170.0 1228 1700 1913 170.0 1315 170.0 2125 170.0 1387 170.0 2550 170.0 1488 170.0 2975 170.0 1529 170.0 3400 170.0 1530 76 in 170.0 1122 170.0 937 170.0 1346 170.0 1080 170.0 1570 170.0 1209 170.0 1794 170.0 1322 170.0 2019 170-0 1421 170.0 2243 170.0 1505 170.0 2692 170.0 1629 170.0 3140 170.0 1694 170.0 3589 170.0 1705 78in 170.0 1151 170.0 967 170.0 1381 170.0 1116 170.0 1611 170.0 1250 170.0 1842 170.0 1369 170.0 2072 170.0 1474 170.0 2302 170.0 1564 , 170.0 2763 170.0 1700 170.0 3223 170.0 1777 170.0 3663 170.0 1796 90 in 170.0 1328 170.0 1144 170.0 1594 170.0 1328 170.0 1859 170.0 1498 170.0 2125 170.0 1653 1700 2391 170.0 1793 170.0 2656 170.0 1918 170.0 3188 170.0 2125 156.0 3413 170.0 2273 136.5 3413 170.0 2361 961n 170.0 1417 t70.0 1232 170.0 1700 170.0 1434 170.0 1983 170.0 1622 170.0 2267 170.0 1794 170.0 2550 170.0 1952 170.0 2833 170.0 2095 160.0 3199 170.0 2338 137.1 3199 166.6 2470 120.0 3199 156.1 2428 108 in 170.0 1594 170.0 1409 170.0 1913 170.0 1547 170.0 2231 170.0 1870 170.0 2550 170.0 2078 164.8 2781 170.0 2271 148.3 2781 161.9 2333 123.6 2781 140.4 2281 105.9 2781 125.9 2234 92.7 2781 116.0 2190 170.0 2293 170.0 1932 170.0 2621 170.0 2149 151.8 2632 182.3 2245 136.6 2632 148.4 2216 113.8 2632 128.4 2186 97.6 2632 115.1 2126 85.4 2632 106.3 2096 111 in 170.0 1638 170.0 1454 170.0 1966 170.0 1700 120in 170.0 1771 170.0 1586 170.0 2125 170.0 185E 154-4 2252 159.9 1991 135.1 2252 141-4 1964 120.1 2252 1272 1938 108.1 2252 116.1 1915 90.1 2252 99.8 1872 77.2 2252 88.9 1836 67.6 2252 81.4 1808 144 in 125.1 1564 128.6 1445 104.3 1564 106.1 1425 69.4 1564 91-5 1407 78.2 1564 80,7 1390 69.5 1564 72.3 1373 62.6 1554 65.7 1358 52.1 1564 56.0 1330 44,7 1564 49-2 1305 39.1 1564 44.4 1283 A unll en n A n A n ITV An i1r TABLE13B Anchor Capacity Table (Ibs) Anchor COI) Patterns Substrate: 2.7k Concrete 3.5k Cono. Hollow CMU Filled CMU PT Wood Metal Type: 3/16" Etna Ultracon 1/4" Etco Ultracon 5/16' Elco Ultracon 3/16" Elco Ultrecon 1/4" Elea Ultracon 114" SS Elco Aggre43alor 5116" Elco Ultracon 114" SS Elco AggreGatar #10 Steel Screw (G5) #12 Steel Screw (05) #12 SledAnchor Screw (G5) Edge Distance (In): 1" 2-112" 1' 2-112" 3-1/8" 1" 2-1/2" 1' 2-1/2" 2" 3-1/8" 2" 0.48" • 0.54" 0,324" Embedment (in): 1-3/4" 1-3/4" 1-3/4" 1-3/4" 2'• 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 2" 1-3/8" 1-3/9" varies 2 Anchors @ 4.75' Min. O.C. / Standard Met Clip (Fig. 182): 390 Ibs 390 Ibs 450 Ibs 890 lbs 1644 Ibs 270 Ibs 280 Ibs 354 Ibs 740 Ibs 374 Ibs 664Ibs 946 Ibs 341 lbs 442 Ibs 560 Ibs or 780 Ibs 790 Ibs 900 Ibs 1780 Ibs 3232 lbs 540 Ibs 560 Ihs 708 lbs 1480 Ibs 748 Ibs 1272 Ibs 18921bs 682 Ibs 885 Ibs 1120 Ibs 2240 Ibs 4.68" Min. 0.C.1 Standard (or Offset) Clip (Fig. 3): 4 Anchors © 1.71" Mtn. 0.C. / Standard (or Offset) Clip (Fig. 4): 4180 Its 1400 lbs 1010 Ibs 2595 Ibs N/A N/A 94G Ibs N/A 1065 Ibs N/A N/A N/A 1363 lbs 1770 Ibs 1120 Ibs 8 Anchors @ 4 Anchors @ 3" Min. 0.C.1 (2) 2x5 Angle Clips I (Fig. 5): 780 Ibs 780 Its 660 Ibs 1560 Ibs 1896 Ibs 540 Ibs 560 lbs N/A 760 Ibs 748 Ibs 880 Ibs 1692 Ibs 882 Ibs 885 lbs Ibs 2240 Ibs Ibs 8 Anchors @ 3" Mtn. 0.C. / (2) 2x5 Angle Clips / (Fig. 6): 1560 lbs 1560 Ibs 1360 Ibs 3120 Ibs 3792 Ibs 1080 Ibs 1120 Ibs N/A 1520 Ibs 1496 Ibs 1760 Ibs 3784 Ibs 1363 Ibs 1770 1.5" Min O.C. I (2) 2x5 Angle Clips / {F:g. 7): 1660 Ibs 2100 Ibs 1440 Ibs 3780 Ibs N/A N/A 1320 Ibs N/A 1500 Ibs N/A N/A N/A 2045 Ibs 2654 Ibs 3360 1430 Ibs 12 Anchors @ 1.34' Min. O.C. / U-Clip, into Alum. (Fig. 8): N/A N/A N/A NIA N/A N/A N/A WA N/A WA NIA N/A N/A NIA 2861 Ibs 4 Anchors @ .126" 0.64' Min. O.C. / U-Clip, Into Alum. (Fig. 9): NIA N/A N/A NIA N/A N/A N/A N/A N/A N/A N/A N/A N/A NIA tbs 560 Ibs 8 Anchors © .125" 2 Anchors a 4.68' Min. O.C./ F-Clip (Fig. 10): 390 Ibs 390 lbs 450 Ibs 890 Ibs 1616 Ibs 270 Ibs 280 Ibs 354 Ibs 740 Ibs 374 Ibs 636 Ibs 946 Ibs 341 Ibs 442 lbs 1120 Ibs 4 Anchors 1.71' Min. 0.C./ F-Clip (Fig. 11): 590 Ibs 700 Ibs 5351bs 1293lbs N/A. N/A 470Ibs N/A 533 Ibs N/A N/A N/A 682 Ibs 885 © _ -- _.. ...... ...- ,-,-,,,,, ,,,-rl e, Ti 1r crAArnAOn rr ID NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCH FIGURE 1: • FIGURE 5: • • FIGURE 2: • • • FIGURE 3: • • • FIGURE 6: • • • • FIGURE 4: • • • • • • • • • • • • FIGURE 8: FIGURE 9: FIGURE 10' FIGURE 11: • • • FIGURE 7 • • • a • • •• •• •• •• • • • • • • • • • • • • ANGLE CLIP (FIGURES 5 - 7) MUST BE USED IN PAIRS. TMENT FORMULA: (DP,„„) X ( ANCHOR CAP. 0,°,,,,, ) =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 MAYBE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. .250" TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 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 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. (-- 2.000'- 2" X 6" X .25" MULLION 6.000" 0 b FL CERT. OF AUTH.# 29290 0 111 ti W rn w C 1- (.9 01 a •• •••_ •••• •••1C• ••ciP• • ••z• • •• R• • ryt • O w • Q ••E O a } 0 0 U Z 0 J J 2 LU • • z • • D J .< H- •Q • U 01 1- tf) `o m 0 O O ••. • 111 Ito• (7)• • • • J• • •.4c11 • tf-> Nu, • ••••l Xr•�• ill U 3 O U) • • 0000 •• • • • • PRODUCT REV SED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 By Miami-t de PP duct Control • ••• • • ••• •15 • No. 58 705 • TABLE 14A Mullion Capacity Table (lbsIft2) Opening Width (for vertically -spanning mullions) or Opening Height (fur horizontally -Spanning mullions) 50 In 60 in 70 in 80 in 90 in , 100 In 120 in 140 In 160 in Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular TrapfTriang. Rectangular Trap/Triang. Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/ -hang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading 1.26" x 2.11" x -125" Alum Tube Mull A- °� 8 OC , ' q �� A' n g o II u O ti t a`� A' 'p o �p U • ((�� o C N �� A _ 3 b" (�pp - U •c] N O ._ U ¢ e =' 'U a N U j i N �� U _ -o �° ,, U 'O O ._ ,..“.1 N as A O ma A U O J N �� A U o tG V a �V.. t ._ : d as A` a a R U g N _O C "� 0 �D A• _ U 1- N' U 'O �' G '= U 1 �� A- o c m U g N 7 c � A' 'rf a N V� L 7 D y ¢� A" ' V ii N V (� Co C _ �� U n.- V� o. L 3 U a �� A' U E. '� o_ C _ > g �� A U �a N a C# m o m O t 0..- t ¢� i, V 8 m C N C a 9 �� A' U f0 .8 a U� o. L. rC.� " ¢ (Y A l'. E. ryryn U_ C O -_ G rA U f0 y (0 G U II O. ` L 7 OU C d Q t Y A [) m q U C o g ..;',...1 L c A U lC . m e O- 0 � L 7 U yQ Q L L A' U R N U C� 0 _ -- 7 g rL G A_ Iu0 g m U II o y L, U W V A' a R U C _+ 0 �4LV _ g `z v p N n i m U v Q` u O r' Q A' a 10 U C N o _ '7 n L C A' CU3 a g m U V � �I C N G R• A' 2 c6 U � N g _ 7 G A a. t: c U •a � m .L C 1' 4 A" N n. to U_ o �y ._ C 3 1] �L G A Itl N d Il m U-o � b t . A' l9 8. m U v N C .. J E a A' G m 0- II m U II � 4 L . K A' A �Ga. 6 UC ^ z,p 2 G A" N a U II � d U 6' Q 1Y - 42 in 144.2 526 167.0 428 120.2 526 148.9 419 103.0 526 138.9 414 90.1 526 134.6 411 80.1 526 134.1 411 72.1 526 134.1 411 60,1 526 134.1 411 51.5 526 134.1 411 45.1 528 134.1 411 48 in 96.6 403 108.0 333 80.5 403 94.7 325 69.0 403 86.4 320 60.4 403 81.4 317 53,7 403 79.1 315 48.3 403 78.6 314 40.3 403 78.6 314 34.5 403 78.6 314 30.2 403 78.6 314 50.625 in 82.3 362 91.0 301 68.6 362 79.3 294 58.8 362 71.9 289 51.5 362 , 67,2 286 45.7 362 64.6 284 41.2 362 63.6 283 34.3 362 63.5 283 29.4 362 63.5 283 25.7 362 63.5 283 in 67.8 318 74.1 267 56.5 318 64.2 261 48.5 318 57.7 256 42.4 318 53.5 253 37.7 318 50.8 250 33.9 318 49.5 249 28.3 318 49.1 248 24.2 318 49.1 248 21.2 318 49.1 248 t54 c 60 In 49.5 258 53.1 219 41.2 258 45.7 214 35.3 258 40.7 210 30.9 258 37.2 207 27.5 258 34.9 204 24.7 258 33.4 203 20.6 258 32.2 201 17.7 258 322 201 15.5 258 32.2 201 o 60 in 42.7 234 45.6 200 35.6 234 39.1 195 30.5 234 34.7 192 26.7 234 31.6 189 23.7 234 29.4 186 21.4 234 28.0 184 17.8 234 26.6 183 15.3 234 26.5 183 13.4 234 26.5 183 66 in 37.2 213 39.4 183 31.0 213 33.7 179 26.5 213 29.8 176 23.2 213 27.0 173 20.6 213 25.1 170 18.6 213 23.7 169 15.5 213 2.''.2 167 13.3 213 220 166 11.6 213 22.0 166 72 in 28.6 179 30.1 155 23.9 179 25.8 152 20.4 179 22.5 149 17.9 179 20.3 147 15.9 179 18.7 145 76 in 24.3 161 25.4 140 20,3 161 21.6 137 17.4 161 19.0 135 15.2 161 17.0 133 78 In 22.5 152 23.5 133 18.8 152 19.9 131 16.1 152 17.5 128 TABLE 14B Anchor Clip Patterns Substrate: Anchor Type Edge Distance (in): 2.7k Concrete 3r16" Elco Ultras 1" 1.3/4" Embedment (In): 4 Anchors @ 3" Mln. O.C.1 (2) a5Angle pips 1(Fig. t):r 780Ibs FIGURE 1: 0 2-1/7' 1a14" 780 Ibs Anchor Capacity Table (Ibs) 1/4" Elco Uttrxol 1" 1 314" E8011s 2-1/2." 1-3/4" 15a,3 Its ANGLE CLIP MUST BE USED IN PAIRS. 3.5k Corc 5/16" Elco Ult ac on 3-1/6" 2' 1896 Its 3/15" Elco Ultracon 1" 1-1/4" 540 Its 2-1/2" 1-114" 560 Has Hollow CMU 114" Elco Ultraccn 1" 1-1/4^ N/A 2-112" 1-114" 760 Ibs 1/4" SS Elco Aggr6Gator 2" 1-1/4" 748 Ibs 5/16° E lc o UIL"ac on 3-1/8" 1-1/4" 8801bs Filled CMU 1/4' SS Elco AggreGator 2' 2' 1892 Itx PT Wood #13 S'tE£4 Strew (G5) 0.48" 1 3/8" 682 1bs #12 Steel Scree (G5) 0.c4" 1-30" 885 Its M etal #12 Steel Screw (G5) 0.324" vanes 14X 188 TMENT FORMULA: X(ANCHOR CAP, OO,.00\_ANCHORCAP."E, \MULLION USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD 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 25 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 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 1.26fi" .125" 1.26"X2.11"X.125"MULLION (INTEGRAL FIN MULLION) tl.t w w CC 1- S (9 J J • U • vi ••sus ••} • ▪ 0 • 4210 ••ix ••0• •.r-• • a • N • O • h• • C7 a_ Q O 0 FL CERT. OF AUTH.# 29296 OCO • • ••• • 3 • O • • • • •a • • • • •Q 0 a1 U cc ti 0 • •T 310. • •.U) m O PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 By - Miami -Da Product Control \tltlillrl:/� aoNI- - -'.�'"V - - _�..• LICENSE' * No.58705 • ATE ©f'••' !L S '• FZORiDP..••t�\ '/.S• /ONAL. EN \\` A. LYNIV IL'LER, P.E. FL P.E.-# 58705 • • w • ••• •, • •e• !• • 1. • • TABLEI5A Mullion Capacity Table (Ibsftt&) 3.26" DEG. BAY Opening Width (forverticelly-spanning mullions) or Opening Height (forhorizontally-spanningmullions) 50 in 60 in 70 in BC in 90 in 100 In 120 in 140 in 160 In Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Traprrlang. Loading Rectangular Loading Mullion Capacity (ibs/ft2) c v° Anchor Capacity m' 7 Required (lbs) Mullion Capacity (lbs/ft2) m Anchor Capacity w c Required (Ibs) v Mullion Capacity 51 (I6slft2) 4 =. Anchor Capacity g i Required (iba) Muttion Capacity x 0he1ft2) Anchor Capacity 'g i Required (lbs) Mullion Capacity J (lbs/ft2) o E Anchor Capacity 2, 6 Required (Ibs) big M rA 30 AL MULL Rectangular Loading Trap/Triang. Loading a U G U O m '2 � y, •• as '8 L '7 e rJ Q 1Z .a • a. 8 Q a YL G p m. ca U 7 L 0 c N Q Cr .. •0 a. 5' ryy C 7 e '.� G r ca 0 a42 3:-.- m •5 0 c m Q Q.' 0 o_ C o 7 G L`- G a m a a 3 N r 0 UOS, °P' C fY a R W V_ 7 � G p �G m m O a E B- .:(2 p W 6 3 C Q n �G G . C W N O% U Q °r �l SC p R c U C „, 2 'A �. G .. m 0 Ac U v 0 o Q a> 'i � p m A 3 C O m a �L G p m ,9 bG 0 a b- E a a+ Q ti r R. U C o m -2 G . II 0 RIG o o p g V a C d Q Ii P. 0. p 3 C ry 7 CH mg d 6 U v O N C o Q Mullion Capacity (lhs/ft2) Anchor Capacity Required (Ibs) . 0• 0 O- - G Anchor Capacity Required (lbs) m 0 ._ `.- Anchor Capacity Required (lbs) 170.0 170.0 620 708 r r 170.0 435 170.0 744 170.0 170.0 868 170.0 506 170.D 992 170.0 519 170.0 1116 170.0 170.0 1240 r r 521 170.0 1488 170.0 521 170.0 1735 170.0 521 149.1 1740 170.0 521 Mull Length 424, 48 in 524 170.0 850 170.0 584 170.0 992 170.D 630 170.0 1133 170.0 661 170.0 1275 170.0 170,0 1417 r r 680 152.2 1522 170.0 680 130.5 1522 170.0 680 114.2 1522 170.0 680 50.626in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170-0 164.2 1443 rr 756 136.9 1443 170.0 756 117.3 1443 170.0 756 102.6 1443 170.0 756 54in 170.0 797 170.0 612 r 956 170,0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 160.4 1353 170.0 144.3 1353 r r 856 420.3 1353 170.0 861 103.1 1353 170.0 861 90.2 1353 170.0 861 60 in 170.0 885 170.0 701 170,0 1063 170-0 797 167.0 1218 170.0 878 146.1 1218 170.0 944 129.9 1218 159.8 116.9 1218 924 97.4 1218 146.1 913 83.5 1218 146.) 913 73.1 1218 146.1 913 63in 170.0 930 170.0 170.0 1116 170.0 850 150.2 1150 168.8 933 131.4 1150 153.0 914 116 8 1150 141.9 105.1 1150 885 87.6 1150 126.7 871 - 75.1 1150 126.2 870 65.7 1150 870 66in 170,0 874 170.0 789 152.4 1048 165.8 881 130.6 1048 146.6 864 114.3 1048 133.1 850 101.6 1048 123.4 91.4 1048 830 76.2 1048 109.4 821 65.3 1048 1082 818 57.1 1048 .: 818 72 In 140.8 880 147.9 764 117.4 880 126.0 748 100.6 880 110.8 734 88.0 880 100.0 722 78.2 880 92.0 70.4 880 703 56.7 880 79.2 693 50.3 880 76.5 688 44.0 880 688 76i0 119.7 790 125,1 690 99.8 790 106.4 676 85.5 790 93.3 663 74.8 790 83.9 652 66.5 790 76.9 59.9 790 635 49.9 790 65.1 624 42.8 790 62.1 619 37.4 790 617 78 in 110.8 750 115.5 657 92.3 750 98.1 644 79.1 750 85.9 632 69.2 750 77.1 621 61.5 750 70.6 55.4 750 .r" 605 46.2 760 59.4 594 39.6 750 56.2 588 34.6 750 586 90 in 72.1 563 74.4 500 60.1 563 62.9 51.5 563 54.8 483 45.1 563 48.9 475 40.1 563 44.4 36.1 563 462 30.0 563 36.2 452 25.8 563 33.3 445 22.5 563 442 96 in 59.4 495 61.1 443 49.5 495 51.5 42.4 495 44.8 427 37.1 495 39.9 421 33.0 495 36.1 415 29.7 495 33.2 409 24.8 495 29.1 490 21.2 495 26.6 394 18.6 495 r 390 108in 41.7 391 42.6 353 34.8 391 35.9 29.8 391 31.1 342 26.1 391 27.6 337 23.2 391 24.9 333 20.9 391 22.8 328 17.4 391 19.7 321 14.9 391 17.8 315 111 in 38.4 370 39.2 335 32.0 370 33.0 330 27.5 370 28 6 325 24.0 370 25.3 320 21.4 370 22.8 316 19.2 370 20.9 312 16.0 370 18.1 305 129 In 30.4 317 30.9 289 25.3 317 26.0 284 21.7 317 22.5 280 19.0 317 19.9 276 16.9 317 17.9 273 144 in 17.6 220 17.8 203 '15B TABLE Anchor Capacity Table (lbs) Substrate', 2.7k Concrete 3.5k Conc. Hollow CMU Filled CMU PT Wood Metal Anchor Clip Patterns Anchor Type: 3116" Elco Ultracon 1/4' Elco Ultracon 5/16" Eico Ultracon Etc Ultracon 1/4" Etco Ultracon 1/4" SS Elco AggreGatot 5/16" Elco Ultracon 1/4" SS Elco AgOreGator 810 Steel Screw (G5) 412 Steel Screw (G5) 412 Steel Screw (G5) Edge Distance (In): 1" 2-1/2" 1" 2-1/2" 3-1/8" 1" 2-1/2" 1" 2-1/2" 2" 3-1/e" 2" 0.48" 0.54" 0.324" (in): 1-3/4" 1-3/4" 1-3l4" 1-3/4" 2" 1-1l4 1-1/4" 1-114" 1-1/4" 1-1/4" 1-1l4" 2" 1-3/8" 1-3/8" caries 2 Anchors 5" Min. O.C. /(2) 2x5 Angle e Clips / (Flg. 1)' 390 Its 390 Its 450 Its 890 lbs 1700 Its 270 lbs 280 Its 354 Its 740 Ihs 374 Ibs 720 Ibs 946 !Os 341 Ibs 442 Ibs 560 Its Its 4 Anchors ( 3.5' Min. O.C. / (2) 2x5 Angie Clips / (Fig. 2): 780 Ibs 780 Its 790 Ibs 1670 lbs 2525 Ibs 540 Its 550 Ibs N/A 1120 Its 748 lbs 880 Its 1892 Ibs 682 Ihs 885 Ibs 1120 Ibs 6 Anchors @ 2.71" Min. O.C. 1 (2) 2x5 Angle Clips / (Fig. 3)' 1120 Ibs 1120 Ibs 958 Ihs 2246 Ibs 2254 Its N/A 840 Ibs N/A 1059 Its N/A 1320 lbs N/A 1022 Ibs 1327 lbs 1660 FIGURE 1: FIGURE 2: • FIGURE 3: • • 0 0 • • • ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 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 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACl 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 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. TMENT FORMULA: ANCHOR CAP.,a„,,,,nip (pp..) x { } 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. 30° BAY MULLION 0 (43 OF AUTHI 292 m uJ U IL RIGHTS RESERVED Ztj •• • ••le •••*C• • • • • • • • • • (n •••R••- • o- •� • o •W N • Oo• • .•z •0 C7 iY a 2 0 v! Z 0 J J 2 U..1 • 3 • Z • -J • H •z • Q Q 0_ to tN y o U d o CD [)•••• - • COh•g J °`'•� J 3 Q • "6 •c- ci LL1m ccin• o • •• _a• 1••• A • 0 co •1••• • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 By s'(5 Miami-D de Product Control tl(1111110, Nti .. No.58705 �aQ' • STATE 0 r� C' i - NAL �7,11 �\ 1 lli1111E A. LYNN ti1ILLR, P.E. FL P.E.# 58705 • TABLE 16A Mullion Capacity Table (lbsfft2) 3.26" 46 DEG. AL BAYMULL Opening Width (for vertically -spanning mullions) or Opening Height (for horizontally -spanning mullions) 50 in 60 in 70 in 80 In 90 in 100 in 120 in 140 in 160 In Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Triang, Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Triang_ Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trapllriang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Mang. Loading 2- U a m o O C _Q ' G 2. V as m" O'n ' p' U Q K 2- U a U O C - �� U ' aa_ Uv L U C � K 2- V a U - - y J rL v P U n. Uv L U tS C N act A- V a m U - C ---0 y 1] rL G 2 V m - Po' G Uv L U 4 C N Q ri" 2. U a. m U C N 0- = d � G 2- V n.a w� Uv d .UC '= are.- Q (i A. U a m 0 C N O ' 3 N "� G r U CO ... ro Uv .g1 C Q rY ,�• V a m 0 C fV g 4= � G z• V^ as me Uv i `.2i ' g m . 2- V a m U C {V O 1C C 2 G a ' a, �-� Uv L g ' u v C s ‹cc 2. u nm, tO U O N __ O a mg 2. U CO Uv �O m L O V .T C m ¢. 2. V a U Q N -a 7 mg . a aQ Uv p L' 5U iT U .Et' .a U a U OC N C mm G x' co CO at_ Uv Lr 1, C N ‹Et p V a U C -;.-1;., mm G 2. U a.-n my U c p J G N ‹,4 z t] n 10 U f - J mg 2- V as m" Uv s 2 J C m Q R- P U cc ry U 0 g - mg 2. U a.0 mG Uv L O ` C m Q R 2- s al m 2 O_ _- O 2 G 2 o us mG O _2-1. C m Q cc 2 V a U c g C_ _ y ,p �L G A' V a� 3-a m `- L J C m Q 0 .' U a U c%-e E g 2-C. A- U- an_ (3v 1 1 L. G ¢ t ' U a U �N U L-' - J m G L• V -- aa_ Uv a L C m Q 170,0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170,0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 160.3 1871 170.0 521 Mull Length 42 in 170.0 620 170.0 435 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.D 630 170,0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 163.7 1637 170.0 680 140.3 1637 170.0 680 122.8 1637 170.0 680 48in 50.625 in 170.0 747 170.0 563 170.0 896 170-0 631 [ 170.0 1046 170.0 604 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 147.1 1552 170.0 756 126.1 1552 170.0 756 110.4 1552 170.0 756 54 in 170.0 797 170.0 612 . 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170,0 1434 170.0 837 1552 1455 170.0 856 129.3 1455 170.0 861 . 110.8 1455 170,0 861 97.4 1455 170,0 861 60 in 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1243 170.0 878 157.1 1309 170.0 944 139.7 1309 170.0 996 125.7 1309 163.5 994 104.8 1309 157.1 982 89.8 1309 157.1 982 78.6 1309 157.1 982 170.0 930 170.0 745 170.0 1116 170.0 850 162.9 1247 170.0 940 142.5 1247 164.5 983 126-7 1247 152.8 965 114.0 1247 144,3 952 95.0 1247 138.2 936 81.4 1247 135.7 935 71.3 1247 135.7 935 63in 66in 170,0 974 170.0 789 170.0 1169 170.0 903 148,4 1190 163.7 965 129.9 1190 147.9 945 115.4 1190 136.5 928 103.9 1190 128.4 914 86.6 1190 119.5 898 74.2 1190 118.1 893 64.9 1190 118.1 893 72 in 161.6 1010 169.8 877 134.7 1010 144.6 859 115.4 1010 127.2 B42 101.0 1010 114.7 828 89.8 1010 105.6 817 80.8 1010 98.9 807 67.3 1010 90.8 795 57.7 1010 87,8 790 50.5 1010 87.7 789 76 in 137.4 906 143.6 792 114.5 906 122.0 775 98.1 906 107.1 761 85.9 906 96.2 749 76.3 906 88.2 738 68.7 906 82.3 729 57.3 906 74.7 718 49.1 906 71.2 710 42.9 906 70.6 708 78 in 127.i 861 132.5 754 105.9 861 112.5 738 [ 90.8 861 98.6 725 79.4 861 88.5 713 70.6 861 81.0 703 63,6 861 75,4 694 53.0 861 68.1 681 45.4 851 64,5 675 39.7 861 63,7 672 90 in 82.7 646 85.4 574 68.9 646 72.1 564 59.1 646 62.9 554 51.7 646 56.1 545 46.0 646 50.9 537 41.4 646 47.0 530 34.5 646 41.5 519 29.5 646 38.2 511 25.9 646 36.5 507 96 in 682 588 70.1 508 56.8 568 59.1 499 48.7 568 51.4 491 426 568 45.8 483 s 37.9 568 41.4 476 34.1 568 38.1 470 28.4 568 33.4 459 24.3 568 30.5 452 21.3 568 28.7 447 108 in 47.9 449 48.9 405 39.9 449 412 399 34.2 449 35.7 393 29.9 449 31.7 387 26.6 449 28.6 382 23.9 449 26.1 377 20.0 449 22.7 368 17.1 449 20.4 361 15.0 449 18.9 356 111 in 44.1 425 45.0 385 36.8 425 37.9 379 31.5 425 32.8 373 27.6 425 29.1 367 24.5 425 26.2 1f 362 22,1 425 24,0 358 18.4 425 20.7 350 . 15.8 425 18.6 343 120 in 34.9 364 35.5 331 29.t 364 29.8 326 24.9 364 25.6 321 21.8 364 22.8 317 19.4 364 20.5 313 17.5 364 18.7 309 144 in 20.2 253 20.4 233 162 253 17.1 230 TABLE 168 Anchor Capacity Table (lbs) - Anchor Clip Patterns Substrate: 2.7k Concrete 3.5k Conc. Hollow CMU Filled CMU PT Wood Metal Anchor Type: 3/16" ElmUhrecon 1/4" Elco Uttracon 5/16•' Elco Ultracon 3/i6" Elco Ultracon 1/4" Elco Ultracon 1r4" SS Elcc A reGato 00 5/16" Eton Ultracon 1/4" SS Elco AggreGator 9g #10 Steel Screw (35 ) #12 Steel Screw (G5)Screw #12 Steel (G5) Edge Distance (in): 1" 2-1/2" 1" 2-1/2" 3-118" 1" 2-1/2" 1" 2-1/2" 2" 3-1/8" 7' 0.48" 0.54" 0.324" Embedrnent (in): 1-3/4" 1-3/4" 1-3/4" 1-3/4" 7' 1-1/4" 1-1/4" 1-1/4' 1-114" - 1 i14" 1-1/4" 2" 1-3/8" 1-3I8" vanes 374 Ibs 720 Ibs 946 Ibs 341 lbs 442 lbs 560 Ibs 2 Anchors @ 5" Min. 0.C.1 (2) 2x5 Angle Clips / (Fig. 1): 390 lbs 390 Ibs 450 lbs 890 Ibs 1700Ibs 270 lbs 280 Has 354 Ibs 740 lbs 4 Anchos C 3.5" Min. 0.C.1 (2) 2x5 Angle Clips 1 (Fig. 2): 780 Ibs 780 Ibs 790 Ibs 1670 Ibs 2525 lbs 540 Ibs 560 Ibs NIA 1120 lbs 748 Ibs 890 Ibs 1892 lbs 682 lbs 885 Ibs 1120 lbs 6 Anchors @ 2.71" Min. 0.C.1 (2) 2x5 Angle Clips / (Fig. 3): 1120 lbs 1120 lbs 958 Ibs 2246 Ibs 2254 [bs N/A 840 Its N/A 1059 lbs N/A 1320 Ibs NIA 1022 Ibs 1327 Ibs 1680 Ibs 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 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANC/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHAI t_ EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S. OR 410 S.S. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP „) X ( ANCHOR CAP., .,„:Aa"' _ANCHOR CAP.„,,,, (MULLION CAP.,„„„r,� 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. .125 45' BAY MULLION 3.250" FL CERT. OF AUTH.# 29296 ALL RIGHTS RESERVED • CJ• • W • • - •••S`ni• • • • ••%, • ••Re •••►• •0 •• 0.• • ••N • • • 0. • I.- ••2 0 ti 0 0 O vJ Z Q J L11 CO F- 2 •Z • • J Q • - z • Q • (f) • (7 :w .0 13 m LO Cst 0 >C I 0 0 l� 0 0•••. Q•••lIl 444 • J Da• )1- •••. E. •Q. aZ. •. • iL c • O N 0 ••. •Q• • c') • co • 6) 60 0 r 09 LO,Q 0 cra 0 m� rr � . • • e • • • • • t • • • • • • • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 By Miami -Da Product Control •• • .►^+.• • .,••• • 1tt11 \1!111J1 \,\`` ONY LYAi/V LICENSE •• <'� Q• No. 58705 TTE/F :11, �i •••ORIDP•.•'- \�\� ▪ ONAL A. L NN iMl EFk, P.E. FL P.E.# 58705 --1 1.000" f 2.000" C I 1" X 2" X .125" MULLION 6063-T6 ALUM. X-SECTION .125" .125" .375" MIN. .375' MIN. 2.000" r- I --1 1.000" 2.000" " X 2" X .375" MULLION 6063-T6 ALUM. X-SECTION 1---.125" STANDARD CUP 6063-T6 ALUM, X-SECTION 125" CUT HERE TO .375" 3.125' _ CREATE F-CLIP, SEE [MIN. r DETAIL F, SHEET 4 5.500" L_ j CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE \DIAMETER: ANCHOR DIAMETER+ 1/16". .125" 5.500" STANDARD CLIP 6063-T6 ALUM. TOPVIEW OFFSET CLIP 6063-T6 ALUM_ TOPVIEW .125" ----1 1.000" 2.750" 1" X 2.75" X .375" MULLION 6063-T6 ALUM. XSECTION _740" $--.125" 2.125" U-CUP 6063-T6 ALUM. X-SECTION U-CLIP 6063-T6 ALUM. TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1/16". 1.000" f--- 1" X 2.75" X .650" MULLION 6063-T6 ALUM, X-SECTION ---I 1--.125" 2.000" 1 I-1.000" H 1"X3.125"X.5"MULLION 6063-T6 ALUM. X-SECTION 2X5 ANGLE CLIP 6063-T6 ALUM. X-SECTION 5.000" .375" MIN.-- 7 CE NTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-18 FOR THE ANCHOR 0.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1/16". I---1.250"---I 1.25"" X 3.188" X .265" MULLION 6063-T6 ALUM. X-SECTION 2X5 ANGLE CLIP 6063-T6 ALUM. TOPVIEW Mull Dimension (sheet#) PGT Part # Mullion Std. Clip Offset Clip U-Clip Angle Clip 1" X2" X.125" (5) 66605 666113M 6661118M 666243M 666511M 1" X 2" X.375" (6) 666006 666114M 6661119M 666244M 666512M 1" X 2.75" X .375" (7) 66607 666115M 6661120M 666245M 666513M 1 " X 2.75" X.650" (8) 66608 666116M 6661121M 666246M 666514M 1" X 3.125" X .500" (9) 66637M 6661116M 6661114M 666242M 666515M 1.25" X3.188" X.265" (12) 66641M 6661117M 6661113M 666241M 666516M 1.26" X 2.11" X .125" (18) 69370 N/A N/A N/A 666517M NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 5-9, 12 & 18 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS & ANCHOR O.C. DISTANCE. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TABLE A 2.116" 21, 1.26"X2.11"X.125"MULLION 6063-T6 ALUM. X-SECTION Dimension Value (in) For Mullion: A 1.625 B 2.654 1" X2" X.125" Aluminum C 0.895 Tube Mullion D 0.740 A 1.125 B 2.404 1" X2" X.375" Aluminum C 0.635 Tube Mullion D 0.490 A 1.875 B 3.000 1" X 2.75"" X .375 Aluminum C 0.757 Tube Mullion D 1.118 A 1.312 1" X 2.75" X B 3.000 .650" C 0.476 Aluminum D 0.836 Tube Mullion A 2.000 B 2.637 1" X3.125" X .500" Alum C 0.863 Tube Mull D 1.137 A 2.625 B 3.262 1.25" X 3.188" X .265" Alum C 0.862 Tube Mull D 1.762 1.26"X2.11"X A 1.813 .121" Alum Tube Mull .125" .125" 0 (1) w CC CO x (0 FL CERT, OF AUTH.# 29296 1 • `Si • • ••O ••••--• ••• . •41411 ••4 •••@• •- • • •-• •••� • • • r` • Oil • • • U 1- (0 a. 0 O (1) Z 0 J J w m 1- • • • Z • • J Q • Z • H ▪ u) • (7 • W 0 0 tr) CV C U Q -3 U) O O 7•• o• Z • �• o •� •jar aw • Q•••• J ~J • Z d a • •. U r •rn N CO 0 •• • .•••• • • • `1•• PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 By !!,""- Miami -Da Product Control ,1�111I I71 li, \\\\` \O tYNv4' �, 410ENSF /�< Qom' -<P ,_ .:' No.58705 • fr �O�'. STAIEO /v\ i ••.cZORIDP. N7.s A ,Of)1 �S 11 iy , E- FL P.E. 58705 • 1 • • •• • • --1 1.000" I-- 4.000" 1' X4"X.125" MULLION 6063-T6 ALUM. X-SECTION 3.250" 1.594° .820" 1.250" 1.25" X 3.25" X .100" MULLION 6005-T5 ALUM. X-SECTION .125" 30° BAY MULLION 6063-T6 ALUM. X-SECTION 1.000" I--- 1"X4"X.375" MULLION 6063-T6 ALUM. X-SECTION ONLY ON 'FACTORY I 1.594"- MULLED' VERSION .100" .100" 100" 2.661" 1.377" -I .820" I- •--1.250" 1.25" X 3.25" X .624" MULLION 6005-T5 ALUM. X-SECTION .228"I- .125" ,063" .062" .062" .438" 4.000" 1" X 4" X .375" "T"-MULLION 6063-T6 ALUM. - X-SECTION 3.94" 3.250" 1.877" r1.250"1 .100" ---I .820" H- 1 .25" X 3.94" X .624" MULLION 6005-T5 ALUM. X-SECTION 3.469" .125" .375" MIN. 2.000" 0 111 AlOnr .125" STANDARD CLIP 6063-T6 ALUM. X-SECTION .125" 3.125" 5.500" CUT HERE TO - CREATE F-CLIP, SEE DETAIL F, SHEET 4 2.875" .375" MIN. 7 L . J _ CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 10-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1/16", 5.500" .740" -j--.125" 2.125" U-CLIP 6063-T6 ALUM. X-SECTION .125" -{ f----.125" 2.000" 2X5 ANGLE CLIP 6063-T6 ALUM. X-SECTION CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 10-20 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1/16". .375" STANDARD CLIP U-CLIP 6063-T6 ALUM. 6063-T6 ALUM. TOPVIEW TOPVIEW TABLE C 375" f 125' �i 45° % / 2.250" 3.250"45° BAY MULLION 6063-T6 ALUM. X-SECTION .226"i NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 10, 11, 13-15, 19 & 20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. .740" OFFSET CLIP 6063-76 ALUM. TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 10-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1/16". Dimension Value (in) For Mullion: F 3.687 1" X4" X G 1.000 .125" H 2.680 Aluminum I 3.000 Tube Mullion F 3.187 1"X4"X G 0.757 .375" H 2.430 Aluminum I 3.000 Tube & "T' F 2.250 1.25° X3.25" G 0.750 X .100" H 1,500 Aluminum I 3.250 Tube Mullion 5.000" TABLE C, CONT. Dimension Value (in) For Mullion: F 1.938 1.25" X 3.25" G 0.500 X .624" H 1.438 Aluminum I 3.250 Tube Mullion F 2.825 1.25" X 3.94" G 1.125 X .624" H 1.500 Aluminum I 3.250 Tube Mullion F 2.813 30° Bay Mull F 2.875 45° Bay Mull 2X5 ANGLE CLIP 6063-T6 ALUM. TOPVIEW Mull Dimension (sheet #) POT Part# Mullion Std. Clip Offset Clip U-Clip Angle Clip 1" X4" X .125" (10) 69364 666111 M 6661122M 666241M 666518M 1" X4" X.375" (11) 66610 666112M 6661123M 665242M 666519M 1" X4" X .375" "T' (11) 66653 666112M 6661123M 666242M 666519M 1.25" X3.25' X.100" (13) 20160/20312 6661427M 6661124M 6662410M 6665115M 1.25" X3.25' X.624" (14) 20161/20315 6661126M 6661125M 6662411M 6665116M 1.25' X 3.94" X .624" (15) 20162 6661117M 6661126M 656241M 666517 M 30 Degree (19) 66649 N/A N/A N/A 6665110M 45 Degree (20) 66650 N/A N/A N/A 6655111 M COPYRIGHT © 2017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED (J) Z 0 J J LU CO .375" MIN. • • • .� •• •D °3AII • I N.•D •••• • •Q •••1 ••••1 •z • •Q • IX s• • • U D_ 1=� s a 4 (941) 480-1600 '3 o 0 O P') 1 •u,. • 1••• 7.1 • m e•.0 •� ■••• GO O FL CERT. OF AUTH.# 29296 • • O Tc PRODUCT REV SED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 Miami‘Dade roduct Control \y\�1�111II1!///i1 '1\\'‘ •41GENS�• No.58705 !� O• ST TE 0 ,��s -.' ORl0P .• 0' <' "//, 'ONAL `E o� A. LYNN MILLER, P.E. FL P.E.# 58705 • • • • • • • • • • • •• • • • • • ••.• • • • • • • • • • .••• • • • • • • • • •.•• • Mull Dimension (sheet#) PGT Part# Mullion Std. Clip U-Clip Angle Clip 2" X 4" X .25" (16) 66602 666261M 666271M 6665112M 2" X6" X .25" (17) 66604 666262M 666272M 6665113M NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 16-17 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. .250" .250" 2.000" o' f 4 / / f f /f 4 0 %/ 4 4 .250" 4.000" 2"X4"X.25' MULLION 6063-T6 ALUM. X-SECTION 6.000" 2"X6"X.25" MULLION 6063-T6 ALUM. X-SECTION .375" MIN. .375" MIN. 2.000" A STANDARD CLIP 6063-T6 ALUM. X-SECTION .125" 1.490" 3.500" 5.500" CUT HERETO CREATE F-CLIP, SEE DETAIL F, r SHEET4 r J .375" MIN. 3.438" / L_ / CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 16-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE \ DIAMETER: ANCHOR DIAMETER+1/16", 3.500" 5.500" STANDARD CLIP 6063-T6 ALUM. TOPVIEW CUT HERE TO 1 CREATE F-CLIP, SEE DETAIL F, r ^ SHEET 4 .375" [MIN. 4.688" 2.125" /CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 16-17 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE \ DIAMETER: ANCHOR DIAMETER + 1/16". \ -- j 1---.125" U-CLIP 5063-T6 ALUM. X-SECTION -.125" IIT 5.438" STANDARD CLIP 6063-T6 ALUM. TOP VIEW - / U-CLIP, 6063-T6 ALUM. /USED FOR 2" X 4" MULLION, SHEET 16 / TOPVIEW 1- .375', 5.438" U-CUP 6063-T6 ALUM. USED FOR 2" X 6" MULLION, SHEET 17 TOPVIEW -�i I--.125„ 2.000" 3.438" 5.438" 2X5 ANGLE CUP 6063-T6 ALUM. X•SECTION 125" 5.000" l .375" MIN. .375" r MlN. 1 2X5 ANGLE CLIP CENTER OF ANCHOR HOLE MUST LtE 6063-T6 ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 16-17 FOR THE ANCHOR O.C. -DISTANCE. MAXIMUM ANCHOR HOLE \\ DIAMETER: ANCHOR DIAMETER + 1/16". 5.000" L L J 2X5 ANGLE CLIP 6063-T6 ALUM. TOPVIEW .375" MIN. O O co FL CERT. OF AUTH.# 29296 w cn w 1- ir • • .•z h •••Yi ••N • 0) ••p fl •••lE• • - • • •••li• • • • N. • M • 0 it a. a O U to Z 0 J J D 2 w • • • z • J • < • z- • IZ • • cf• .) LU •• C. D_ i= CN 0 ACV U G U -) CD Z g• • au• come Wo z• • (1.W•• t C.)••• a • Qr Q• °' • ••• --4• II Q 8 o 0) • Z O • U • CA • CV CO 0 O 0 • •• • t••• • • • • • • • • • • Y • O 0 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date5/26/2021 By Miami - de Product Control •• • • �o�111111114 apt�� LYMN %, `'. L\G• EMS: • '•�,` * No.58705 .375" - "• r MIN. - D /?c s7 off 0. //// ONAL A. LYM\i kvifLL1R, P.E. FL P.E.# 58705 • EXAMPLE 1: SINGLE VERTICAL MULLION MU LE NO ANCHORS W HEAD 2" .LION IGTH L -SEE FENESTRATION PRODUCTS APPROVAL.. SEE DETAILS, SHEETS 2-3 I SEE DETAILS, SHEETS 2-3 / 4 /! r-�- L___J NO ANCHORS IN WINDOW SILL 32" fPFNINQ 32° 1—MULL WIDTH WR]TH - THEBUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2-1/4". THE OPENING REQUIRES A DESIGN PRESSURE OF +60.0/-60.0 PSF. 1)INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72" AND THE OPENING WIDTH IS 32"+32+1" =65". REFERENCING SHEET 25, THE COLUMN USING RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-1/4" AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +60,0/-60.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. FROM TABLE 3A, SHEET 7, THE 1" X 2.75" X .375" MULLION (LENGTH = 72", OPENING WIDTH = 70") MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/-58.3 PSF AND WOULD NOT B.E SUITABLE FOR THIS APPLICATION. FROM TABLE 4A, SHEET 8, THE 1" X 2.75" X .650" 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 636 LBS. 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 2X5 ANGLE CLIPS WITH (4) 412 ANCHORS HAVE A CAPACITY OF 885 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CLIP IS EASIER TO INSTALL. 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS +/-60.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS. ALTERNATIVELY, THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: (60 PSF) X ( 636 LBS ) = 524.9 LBS (MAY BE USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 4B) 72.7 PSF EXAMPLE 2: MULTIPLE MULLIONS MULL WIDTH --I �-- 32" r VERTICAL I MULLION L LENGTH OPENING HEIGHT FOR HORIZ MUL_ION SEE FENESTRATION PRODUCT'S APPROVAL, SEE DETAILS, SHEETS 2-3 SEE DETAILS, \\ SHEETS \\` 2-4 SEE DETAILS, SHEETS 2-4 L1 J � — SEE DETAIL E, SHEET 3 36". HORIZ, L- SEE DETAILS, SHEETS 2-3 1 I 1 E I L-1 J 36", HORIZ. MULL LENGTH MULL LENGTH OPENING WIDTH FOR VERTICAL MULL----- THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL. THE WINDOW FRAME DEPTH IS 2-3/8". THE OPENING REQUIRES A DESIGN PRESSURE OF +50.0/-55.0 PSF. FOR THE VERTICAL MULLION: 1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32"+72"+1"=105" AND THE OPENING WIDTH IS 36"+36"+1" =73". REFERENCING SHEET 25, THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-3/8" AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50.0/-55.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. FROM TABLE 3A, SHEET 7, THE 1"X 2.75" X .375" MULLION (LENGTH = 108", OPENING WIDTH = 80") MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/-15.1 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 12A, SHEET 16, THE 2" X 4" X .250" MULLION (LENGTH = 108", OPENING WIDTH = 80") HAS A DESIGN PRESSURE OF +/-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2" TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH IS 36"+36"+2"=74", NOT 73" AS PREVIOUSLY ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN THE 73" DIMENSION (35-1/2"+35-1/2"+2"=73"). 2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POURED CONCRETE HEADER AND SILL ARE 8" WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8", CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE STANDARD CLIP WITH (6) 3/16" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1/2" GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. FOR THE HORIZONTAL MULLIONS: BECAUSE. THE VERTICAL MULL WILL 8E A 2" X 4" X -250" MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS, ALTERNATIVELY, ANOTHER MULLION TYPE COULD BE CHOSEN. 1) THE MULLION LENGTH IS 36" AND THE OPENING HEIGHT IS 32"+72"+2" =106". REFERENCING SHEET 25, THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAY BE USED. FROM TABLE 12A, SHEET 16, THE 2" X 4" X .250" MULLION (@ LENGTH = 42", OPENING HEIGHT = 120") HAS A DESIGN PRESSURE OF +/-170.0 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. 2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE 8" WIDE. IF THE MULLION CLIF WERE TO BE CENTERED WITHIN THE 8", CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE 2X5 ANGLE CLIPS WITH (4) 3/16" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1" GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 521 LBS. 4) FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF 521 LBS. TABLE 12B FOR THE U-CLIP SHOWS THE ANCHOR CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS. THE ANCHOR TYPE IS A #12 STEEL SCREW. FROM THE ABOVE STEPS. OUR MULLION DESIGN PRESSURE IS: +/-64.7 PSF FROM THE VERTICAL MULLION; +/-170.0 PSF FROM THE 36" HORIZONTAL MULLION ATTACHING TO CMU; +/-170.0 PSF FROM THE 36" HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTERSECTION). THE LOWEST DESIGN PRESSURE IS +/-64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, CF MULLIONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. ALL RIGHTS RESERVED U z U) uJ F- r Q- z a— . * - - - t` (94I) 480-4600 FL CERT. OF AUTH.# 29296 (/) Z 0 J J LL I 07 • • - • •� •• •� ___•-•.• • • • Z • • • • • • • • • • Q • - • •.< • • sD •co • • • • •IY •• •F! 0 0_ • • • • • i LU lr) N wN 0 0 rr rz= o JD CO • •••I •• o• z • rn = c • • •-• • • =o • •r••• •• I• ••••• • • • ••• • •.•;• . • ••S• PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 y Miami- Miami- de Product Control •••,•• s• • • • • • I • 0 N 1 COPYRIGH I\111111,/ \O '....• LYNN �`•' GEN •• No. 58705 .v 612 'rig STATE F .•' (V�\ (s''•A'LORIDP•'' \�� s•o. (j \\ �? ''I, N,4L \\` A. LYNr(J AIf L.R, P.E. FL P.E.# 58705 • EXAMPLES OF RECTANGULAR LOADING: 1 LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED /!//I/J SH/DH / I / ' SH/DH 11111� LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED Pi ../ HINGED / / / /// / / /, DOOR /%// ; / '/ /,// // //// ///,, i/ j, / jr/ ;/ / � / /' �//// L ooj //// LOADING OF VERTICAL MULLION PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS LOADING OF VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLIONS Fi07yam j / / ' , t / / 7/ 1 I,, SH/DH 4� // `I SH/DH 4 i LOADING OF HORIZONTAL MULLION WITH INTERSECTING VERTICAL MULLION PW PW'°� j /. /�,� ;4 PW // ,/ Ili % // PW � I I LOADING OF VERTICAL MULLION EXAMPLES OF TRAPEZOIDAL/TRIANGULAR LOADING: PW // SGD / t LOADING OF HORIZONTAL MULLION LOADING OF (2) HORIZONTAL MULLIONS PW / // 0 / 0 ((,,' HINGED ??--,A, DOOR LOADING OF HORIZONTAL MULLION _ JPW / // //// / // /// — 1 i i HR L // — _ -4 PW �, / f• \ \I ! , r / % / / /% SGD LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION _OADING OF HORIZONTAL MULLION NOTES: LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION 1) DRAWINGS ARE RERESENTATIONS OF TYPICAL CONFIGURATIONS. CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. 2) IF THE LOADING TYPE CANNOT BE DETERMINED, USE RECTANGULAR LOADING. 3) SEE PRODUCTS' APPROVAL FOR ACTUAL ANCHOR LOCATIONS, 0 De w to w 0 0 J •, ••O Z • ••• z 0 iY a R 0 U (941) 480-1600 FL CERT, OF AUTH.#29296 vJ z 0 J 2 CO I- • • • z • 2 • Q >- :Q • I— • CO • (: • EL D_Q LC) CV L � yCV 5 0 .. • •d• o• Z • Wei** .40 Lug• 0 • • ZEs —1•- z 0 0 v 0) 0 • •. m U • r CO a •• • • • .••• 400. . ,••• • ('3 • : 0 a mQ 0 (9 0 0 mCL cc PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 By Miami-De Product Control `1IIt11 / ONE •LYNN//A l No. 58705 TAT 'OF' , cS'•• c<ORIDP'.•••G\�� r /AL)S"O'V .. \ A. LY•NhiiMI L&ER, P.E. FL P.E.# 58705 • •• ••• •