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WS-17-1712Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit NO. WS -6-17-1712 ■ Permit Type: Windows/Shutters rmi tork Classification: Window/Door Replacam P Permit Status: APPROVED issue Date: 7/13/2017 Expiration: 01/09/2018 Parcel Number Applicant 290 NE 101 Street Miami Shores, FL 33138-2423 1132060134590 Block: Lot: STEVEN T DOBIE Owner Information Address 290 NE 101 Street MIAMI SHORES FL 33138- 290 NE 101 Street MIAMI SHORES FL 33138- Phone Cell Contractor(s) FOUR BLR DOORS CORP Phone (305)776-2443 Cell Phone Valuation: Total Sq Feet: $ 12,752.92 0 Type of Work: REPLACING EXISTING 13 WINDOWS No of Openings: 13 Additional Info: REPLACING EXISTING 13 WINDOWS Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $7.80 $3.45 $3.45 $2.60 $230.00 $9.00 $10.40 $266.70 Pay Date Pay Type Invoice # WS -6-17-64467 06/30/2017 Check #: 2148 07/13/2017 Credit Card Amt Paid Amt Due $ 50.00 $ 216.70 $ 216.70 $ 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 AFFIDAjyT: 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 ing. uthermAre,I authorize the above-named contractor to do the work stated. 1) Authjirized Signaturd: Owner / Applicant / Contractor Building Department Copy / Agent July 13, 2017 Date July 13, 2017 1 4)- -‘3 BUILDING PERMIT APPLICATION IVIIdI 1 II JI IUI CJ V IIId6C 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 Master Permit No. Sub Permit No. RECEIVED JUN 302017 HIQL 5 FBC 201.1 UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ['PLUMBING ❑ MECHANICAL ED PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 09D/�c /9/-17- City: Miami Shores County: Miami Dade Zip: -3-3/19g Folio/Parcel#: //- �� Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): � �� / 4 Pz. 2 Phone#: Address: z9&,( /&/."% /1 ' 1/�1 3 �Z�3� ?/3f City: / ‘6;� -- - State: 7/Retd,9 Zip: - 3/�11. Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: A - We- -�� -�� Phone#: (34-0 Address: s9 y3 4442 ✓�-'JT,idly/ .C�-� jf - 30// City: /21,101, State: �-IJ Q� Zip: Qualifier Name: ---59/794"4:2!/' Phone#: State Certification or Registration #: '/ 3 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ -// ,C2,4,9°0 Square/Linear Footage of Work: Type of Work: ❑ Addition / EAlteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: e�j��i -7)'a2/2.d. 'Ge2 Specify color of color thru tile: (� Submittal Fee $ Permit Fee $ 236' CCF $ Scanning Fee $ Radon Fee $ DBPR $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUES 2_1(:), 6 CO/CC $ Notary $ p Bonding Company's Name (if applicable) Bonding Companj?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: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs ven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be app oved and inspection fee will be charged. Signature Signature OWNER or AGENT The foregoing instrument was acknowledged before me this The foregoing instr da of d , 20 /7 , by 11 day of y� IC _ , who is personally known to ,LLQ me or who has produced as me or who has pro identification and who did take an oath. NOTARY Si Print: Seal: BUC: ,,ss( po& MARIA ARRIET MY COMMISSION # " * EXPI * NAY Po ••e`er MA • IA ARRI * MY COMMI , SION # FF 84276 EXPIRES: D cemberA7,'018 9reOF FOPS Bonded Thru Bu get Note ONTRACTOR was acknowledged bef re me this 20 , by ;ho is personally known to uced as identification and who did take an oath. NOTARY PUBLIC: ?�SNAY pue�C MAR ARRIETA SION # FF 184276 ******************************* Sign: Print Seal: * Se es s 405 APPROVED BY I �I Plans Examiner Structural Review RIA ARRIETA MISSION # FF 184276 : December 17, 2018 84901itii(1kin'Iifi**************** Zoning Clerk 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 clip 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). Acknowledg Qualifier/Owner Signature Date Pri Name Miami -Dade Official Records - Print Document Page 1 of 2 Prepared by and return to: Cherri-Ann Giannell, Esq. Giannell Title, LLC 3343 West Commercial Blvd, Suite 100 Fort Lauderdale, FL 33309 (954) 449-6896 File Number: FL17-274 Parcel Identification No. 11-3206-013-4590 [Space Above This Line For Recording Data) Warranty Deed CFN: 20170217938 BOOK 30500 PAGE 2419 DATE:04/19/2017 09:31:58 AM DEED DOC 2,502.00 HARVEY RUVIN, CLERK OF COURT, MIA-DADE (STATUTORY FORM - SECTION 689.02. F.S.) This Indenture made this / day of April, 2017 between Cheryl Sutton a/k/a Cheryl del Rosario, an unmarried woman whose post office address is 1050 SE 23 Street, Gainesville, FL 32641 of the County of Alachua, State of Florida, grantor, and Steven T. Dobie, an unmarried man, whose post office address is 1720 SW 13th Court, Fort Lauderdale, FL 33312 of the County of Broward, State of Florida, grantee, Witnesseth that said grantor, for and in consideration of the sum of TEN AND NO/100 DOLLARS ($10.00) and other good and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged, has granted, bargained, and sold to the said grantee, and grantee's heirs and assigns forever, the following described land, situate, Iying and being in Miami -Dade, FL, to -wit: Lot 1 and the East 1/2 of Lot 2, Block 34, Amended Plat of Miami Shores Section No. 1, according to the plat thereof as recorded in 'Plat Book 10, Page(s) 70, Public Records of Miami -Dade County, Florida. Property Address: 290 NE 101 Street, Miami Shores, FL 33138 Subject to any and all restrictions, reservations, easements, and limitations of record, if any, provided that this shall not serve to reimpose same, zoning restrictions, and taxes for the year 2017 and subsequent years. And said grantor does hereby fully warrant the title to said land, and will defend the same against lawful claims of all persons whomsoever. " "Grantor" and "Grantee" are used for singular or plural, as context requires. In Witness Whereof, grantor has hereunto set grantor's hand and seal the day and year first above written. FL Warranty Deed — Statutory Form File Number: FLI7-274 Page 1 of 2 https: //www2. miami-dadeclerk. com/officialrecords/PrintDocument. aspx?Q S=YaoUfOzxry... 6/30/2017 Miami -Dade Official Records - Print Document Signed, sealed and delive our presence: Witness #1 Sig ature Witness #1 Printed Name: k€'(!1 A8IrtsiL-Ane 11 " Witness #2 Wi #2 Printed Name: C749/1779z. AM{/C/l7 STATE OF FLORA COUNTY OF �j{� CFN: 20170217938 BOOK 30500 PAGE 2420 ryl Sutton • a eryl del Rosario The foregoing instrument was acknowledged before me this (0 dA�y1' of April, 2017, Cheryl Sutt: a(�a Cheryl del Rosario, 0 who is personally known to me or 0 has produced a r(i -P( as identificatio [Notary Seal] 5. °I, CHERRI-ANN BENTLEY GIANNELL Notaty Public - State of Florida ? Commission ° ff 982550 My Comm. Expires Aug 2 2020 FL Warranty Deed — Statutory Form File Number: FLI7-274 Page 2 of 2 Notary Public Printed Name: My Commission Expires: https://www2.miami-dadeclerk.com/officialrecords/PrintDocument.aspx?QS=YaoUfOzxry... 6/30/2017 FLORIDA BUILDING CODE 2014 - ASCEISEI 7-10 - WIND LOAD TABLES -170, 17,5 mph Enclosed Building with mean roof height fess than or equal than 60 Feet EXPOSURE C AND D - LOAD FACTOR: 0.6 INCLUDED WIND PRESSURES IN PSP 170 MPH VELOCITY - EXPOSURE C Building Height Roof Slope less than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative _ \ z4 8 z5 . z4 z5 z4 & z5 z4 z5 0-15 34.6 37.5 46.1 37.8 41.0 50.6 16-20 36.8 39.8 49.0 40.2 43.6 53.8 21-30 40.0 43.4 53.4 43.7 47.4 58.6 31-40 42.5 46.1 56.7 46.5 50.4 62.2 41-50 44.6 48.3 59.4 48.7 52.8 65.2 51-60 46.3 50.2 61.8 50.6 54.9 67.8 LOCA11ON EXAMPLE BROWARD COUNTY, PALM BEACH AND OTHER COUNTIES WIND PRESSURES IN PSF 175 MPH VELOCITY - EXPOSURE C Building Height Roof Slope less than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative _ \ z4 & z5 z4 ' --gr. 42.2 z5 z4 &z5 z4 z5 0-15 3 , 48. ) 40.1 43.4 53.6 1520 39.0 51.9 42.6 46.2 57.0 21-30 42.4 46.0 56.6 46.3 .50.2 62.1 31-40 45.1 48.8 60.1 49.2 53.4 65.9 41-50 47.2 51.2 63.0 51.6 56.0 69.1 51-60 49.1 53.2 65.4 53.6 58.2 71.8 LOCATION EXAMPLE MIAM I-DADE COUNTY .WIND PRESSURES IN PSF 170 MPH VELOCITY - EXPOSURE D Building Height Roof Slope less than 10 degrees . Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 8 z5 z4 . z5 z4 & 25 z4 z5 0-15 42.0 45.5 56.0 45.9 49.8 61.4 16-20 44.2 47.8 58.9 48.2 52.3 64.6 21-30 47.4 51.3 63.1 51.7 56.1 69.3 31-40 49.8 54.0 66.4 54.4 59.0 72.8 41-50 51.8 56.1 69.0 56.6 61.3 75.7 51-60 53.4 57.8 71.2 58.4 63.3 78.2 LOCATION EXAMPLE BROWARD COUNTY. PALM BEACH AND OTHER • COUNTIES WIND PRESSURES IN PSF 175 MPH VELOCITY - DCPOSURE D• Building Height Roof Slope less than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 & z5 z4 z5 z4 6 z5 z4 z5 0-15 44.5 48.2 59.3 48.6 1.52.8 6,� • 16-20 46.8 50.7 62.4 51;1 ' 6'?.4 68.6• 21-30 50.2 54.4 66.9 v 54.5' 59.4 73.4° 31-40 52.8 57.2 70.4 5775 _I; b2.5 77.i 41-50 54.9 59.4 73.1 , 60:d - • n1.0 80.2 51-60 56.6 61.3 75.5 61iJ 24.1 -••• 8a.� -• LOCATION EXAMPLE MIAMI-DADE COLMli"i •-•• • • • • _� • • • • GENERAL NOTES: • • 1- THESE TABLES ARE APPLICABLE ONLY TO CALCULATE THE WINDLOAD FOR COMPONENTS AND CLADDING (bkIRRICRNE • • • SNUTTaRS. WINDOWS AND DOORS) APPLICABLE TO A SPECIFIC PROJECT. THE CONTRACTOR MUST PROPERLY SELECT'T 8ES;GN• • • •• • • PRESSURE ACCORDINGLY WITH THE EXISTING CONDITION AND THIS INFORMATION BE VERIFIED BY THE CITY AUTHORITIES. • •• • 2- PLEASE, NOTE THAT A SPECIFIC PROJECT CONDITION IS NOT ANALYZED OR CERTIFIED BYTHIS ENGINEER. THE SIGNATURE AND SEAL INDICATED ON THIS DRAVJING IS ONLY APPLICABLE TO THE GENERIC WINDLOAD CHART BASED ON ASCE 7-10 PUBLICATION. 3- DO NOT USE THIS SHE I IF THE SHE CONDITION IS NOT COVERED BY THE TABLES OR A SITE SPECIFIC EVALUATION IS REQUIRED BY THE Cf iY OFFICIALS. 4- EXPOSURE B (Section 26.7.3) - Urban, suburban and wooded areas and other terrain with numerous closely spaced obstruction having the size of single family dwellings. For building <= 30ft exposure B prevails in the upwind direction for a distance greater than 1500 ft. For building > 30ft exposur e 0 prevails in the upwind direction for a distance greater than 2600 ft or 20 times the building height, wichever is greater. Based on the FEC- HVHZ, use Exposure C when building is located in Exposure B 5- DCPOSURE C (Section 26.7.3) - Open terrain with scattered obstructions with heights less than 30', open country and grasslands. Exposure C will appfywhen exposure 0 and B do not apply. 6- EXPOSURE D (Section 26.7.3) - Flat, unobstructed areas and water surfaces prevails in the upwind direction for a distance greater than 5000 ft or 20 times the building height, whichever is greater 7- BUILDING CONSIDERED ENCLOSED - All glazing shall be impact resistant glazing or protected with an impact resistant covering. 8- ULTIMATE WIND SPEED - V=170 MPH, 175 MPH w' '++ 9 i £' 1 f �.! 9- TOPOGRAPHIC FACTOR Kzt--1- (FLAT r bliRAIN) �'.CJ E �� s�� f '10- DIRECTIONALITY FACTOR Kd = .85 end Directionality Facto.-) . �i. • _ , . • " ............................... • • . • u • 11- TRIBITARYAREA:10 SOF least horizontal dimension or 311. q �Q •: ,.yon > •• Cs't �,.,, W:' Ll1 -1- .0 . V • 0 • 51 Cril AA • ��?'O. �i% t E IGHT egg ► gar 9 y' a<=BWx0.1 ora<=hx0.4 _ BW less or equal than BL a must not be less than a=3 feet or a=0.04xBW • ••• • •• • • • • • • • • • • • •• • •• • • • • • • • • •• • ' 12 -EDGE STRIP (a): The smaller of 10% of the feast horizontal dimension or 40% of the Mean roof height, but not less than the larger pf iZib�ptbi 4i. 4/13/2016 111AMFDiADE COUNTY 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 the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section (In Miami—Dade County) and/or the AHJ (in areas other than Miami—Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the Hi DESCRIPTION: :r -710" Aluminum Horizontal Rolling Window - L.M• •••• MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.mia midade.2ov/economy APPROVAL DOCUMENT: Drawing No.4127-10, titled "Alum~Horizontal Roller Window,1irip'act", sheets 1 through 11 of 11, dated 02/28/06, with revision G dated 05/05/16, prepared bym0iifacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Oriticl Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade C8Yat341'rodudt arttrol Section. MISSILE IMPACT RA LABELING: Each unit shall bear - G: Large and Small Missile Impact Resistant. •.... .... naxOe Or Logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved"� unless:dfliMise noted herein. '..' • .. • • RENEWAL of this NOA shall be considered after a renewal application has been filed and there has'l1een 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# 15-0519.09 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. MIAM1•DADE COUNTY APPROVED • . . . • • • • . NOA No. 16-0714.13--, ., apiration Date: December 21, 2021 Approval Date: September 01, 2016 Page 1 . r PGT Industries Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No. 07-0815.09 and 06-0405.06) 2. Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/06, with revision G dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spacer® NXTTM 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 Idaimis Ortega, p:E' • 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-0L.1-.••: • 2)• Cyclic Wind Pressure Loadingper FBC,TAS • • • • Y 2�3:�4 •..• : • along with marked -up drawings and installation diagram of an XOX.&luminum . . • horizontal sliding window, prepared by Fenestration Testing Labcraterr, Inc.4 •T .st: • • Report No. FTL-5330, dated 07/18/07, signed and sealed by CarloV Rionda' P.E' • . • (Submitted under NOA No. 07-0815.09)"" 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • . • 2) Uniform Static Air Pressure Test, Loading perZ'BC TAS 202-94 • 3) Water Resistance Test, per FBC, TAS 202-94 • • . • ..4) Large Missile Impact Test per FBC, TAS 201-9r • • • •. : • • 5) Cyclic Wind Pressure Loading g per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4858, dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No.06-0405.06) Manuel Per, E. Product Control E . ner NOA No. 16-0714.13 Expiration Date: December 21, 2021 Approval Date: September 01, 2016 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 FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 ..4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4859, dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 06-0405.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated 05/14/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. .... (Submitted under previous NOA No. 15-0519.09) • • •••• • • 2. Glazing complies with ASTM E1300-09 •' •• •'•• •• • . •. D. QUALITY ASSURANCE • •.. •• • • 1. Miami -Dade Department of Regulatory and Economic Resources OBER). • • • • • • E. MATERIAL CERTIFICATIONS •' ▪ "' • 1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chennital'COmpapy (11A) • for their "Saflex Clear and Color Glass Interlayers" dated 06/1A/14i expiring on . 05/21/16. •• • ••• • • . 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their • • "Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. E-2 Manuel Pe Product Control E NOA No. 16-091.1.13 Expiration Date: December 21, 2021 Approval Date: September 01, 2016 PGT Industries Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014), dated May 16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. (Submitted under previous NOA No. 15-0519.09) 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. (Submitted under previous NOA No. 15-0519.09) 3. Laboratory compliance letter for Test Report No. FTL-5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 07-0815.09) 4. Laboratory compliance letter for Test Reports No. Ili -4858 and FTL-4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 06-0405.06) 5. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. •.... • G. OTHERS •••• • 1. Notice of Acceptance No. 15-0519.09, issued to PGT Industries jpr Ih•ir Sefi ' ; • • "HR -710" Aluminum Horizontal Rolling Window - L.M.I., appfovoalon 07/09415 and . . expiring on 12/21/21. ••••• • • • • .... .... .... • . • . ..• .. .... . . • . • • • • • • • • .. • . 0A111,6? Manuel Pere •. . Product Control Exa g r NOA No. 16-0714.13 Expiration Date: December 21, 2021 Approval Date: September 01, 2016 E-3 ••• • • • • ••• • • • ••• • • • • • • • ••• • • • • • • • • • • •• • • • •• • • • ••• • AND INTEGRAL FIN WINDOW STANDARDS USED: GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED •2014 FLORIDA BUILDING CODE (FBG), 5TH EDITION • ° • • : • 1 TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP. •ASTM E1300-00 1. GLAZING OPTI • L. e _ • • ' _.__..__.. ._ --._ ,..-...... _._.._._._ -.___ �._........ _._..,_ ._. ___—.__ ...... ._.-._. __.. •ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION ..._ - ' - _ -.. A. 5/16"LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090" "PVB" INTERLAYER. •ALUMINUM DESIGN MANUAL, ADM-2010 •AISIS100-07/52-2010 B. 5/16 LAMI CONSISTING OF (1) LITE OF -178"-ANNEALED-GLASS-AND-(1 ) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" "PVB" INTERLAYER. C. 5/18" LAMI CONSISTING OF (2) LITES OF 118" HEAT STRENGTHENED GLASS WITH A .090" "PVB" INTERLAYER. D. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A .090"'PVB" INTERLAYER. . E. 7/16" LAMI CONSISTING OF (1) LITE OF 3116" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" "PVB" INTERLAYER NOA DRAWING MAP F. 7/16" LAMI CONSISTING OF (2) LITES OF 3/18" HEAT STRENGTHENED GLASS WITH A.090" "PVB" INTERLAYER. G. 13/16" LAMI 10: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A.090" "PVB" INTERLAYER. H. 13/16" LAMI 10: (1) UTE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5116" LAMI CONSISTING OF (1) UTE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090' "PVB" INTERLAYER I. 13/16" LAMI 10: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" "PVB" INTERLAYER. 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 7116" LAMI SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 7 CORNER DETAIL 5 ANCHORAGE 8-11 J. 13/16" LAMI IG: (1) LITE OF 118" OR CONSISTING OF (2) LITES OF 3116" ANNEALED GLASS WITH A .090" "PVB" INTERLAYER. K. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3116" OR 1/4" AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" "PVB" INTERLAYER. L. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16' OR 1/4" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16' HEAT STRENGTHENED GLASS WITH A.090" "PVB" INTERLAYER. 2. CONFIGURATIONS: OX, XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL-4858, FTL-4859 AND FTL-5330.,e ELCO TEXTRON NOA'S ANSI/AF&PA NDS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. INCLUDING THE HIGH VELOCITY PRODUCT REVISED ns complying Ai0t 6m Florida nuildmQ Coda / AcceplmeeNo ! %- D ,) En.im1:, Dots / Z) Munn/ redeProd•ct 8. THIS PRODUCT HAS BEEN HURRICANE ZONE (HVHZ).• • • • • • • • • • • • 9. FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL DAVE A;Ft 93,4114)1.14j. G=AS: op. eci,TH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. • • • • • • • • • •• ••• •• • • • ••;;u1 "PVB" =.090" BUTACITE® PVB INTERLAYER BY KURARAY AMERICA, INC. �:7.,, , sr,. l Read°" JR Da 0540516 Rra•bec G • ADDED SPACERS TO SHEET 2. • ••• • • • • • • •F."•� ENERAL NOTES ^,�-''. , :.;� •.-.''r;;a. VF-.•',:� Mrd Ey Daft �•�� • • 1070 ZCHNOLOO•DRI•E N.MENIC�FL 3.275•PIOT • • • •UM. HORIZONTAL ROLLER WINDOW, IMPACT ; :.: i ;, :'.• �e P 0" • • • NOKOMLS, FL 74274 • Tfiribly ITerCer •� ere anrw �•� �" ; 1;, A. LYMI /AIIiE11. P.E. o,. o2 o,ad.J. arc 3r13�0'8 HR710 NTS 1 •' 11 4127-10 G P.E.M50705 F.K FK 1118.06 J.J. ••• • • • • ••• • • • ••• • • • • • • • ••• • • • • • • • • • • •• • • • •• • • • ••• • • 1/2" NOM. GLASS BITE 60,61,62) �-- 118" ANNEALED OR HEAT BTRENGTHEIED GLASS .090 PVB INTERLAYER -1/8" ANNEALED OR HEAT STRENCTHtIED GLASS 5/18' NOM. 5/16" LAMINATED GLASS 21 CE tin 11 CD° IP 1/8' ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1/8' ANNEALED OR HEAT STRENGTHENED GLASS 5/16' LAMINATED 5/16' OR 318' AIR SPACE 1/8' OR 3/18" ANNEALED OR TEMPERED GLASS 13/16' NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI 12" NOM. GLASS BITE 66,67,68,69,70,71 1/2" NOM. GLASS BITE XTERIOR INTERIOR (ALL SECTIONS) STRUCTURAL POLYISOBUTYLEN WITH DESICCANT EXT. GLASS SILICONE 75 KODISPACE 4SG TPS STRUCTURAL SILICONE 1/4' NOM. FOAM WITH DESICCANT EXT. GLASS NT. GLASS 0 Part# Description Material 75 Kommerling 4SG TPS Spacer System See this Sheet for 76 Quanex Super Spacer nM with Not Melt Butyl 77 Quanex Duraseal Spacer 78 Cardinal EdgeMaterials Spacer FTL-8717, 8988 8 8970 3/18' ANNEALED OR HEAT STRENGTHENED GLASS .090 PVe INTERLAYER 3/18' ANNEALED OR HEAT STRENGTHENED GLASS 7/16' LAMINATED 7/16 LAMINATED GLASS 1/2" NOM. GLASS BITE "PVB" = KURARAY BUTACITE• PVB INTERLAYER Or SAFLEX PVB INTERLAYER BY EASTMAN CHEMICAL COMPANY 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 3/16' ANNEALED OR HEAT STRENGTHENED GLASS 016' LAMINATED 3/18' OR 1/4' AIR SPACE 1/8' or 3/16' ANNEALED OR TEMPERED GLASS 13/16' NOM. 13116" LAMI IG GLASS W/ 7/16" LAMI . HOT -MELT BUTYL 3/16" NOM. BUM & DESICCANT FOAM EXT. GLASS ALUMINUM REINFORCEMENT POLYISO- 6UTYLENE 5/16' NO� SEAL ROLL -FORMED STAINLESS STEEL EXT. GLASS INT.4GIASSa • • • • • INT. 14SS • • • • • • • • SUPER • • ••1-�I' ©• SPACER NXT•• ••• ••• SI' • •• • DESICCANT FILL AREA 76 XL EDGETM SPACER 5/16' NOM. SILICONE SEAL INT. GLASS 0505/16 G ADDED SPACERS. Awad a: OWN apYrc • • • Oolla D,..a+N F.K 2Q&/06 cassieday J.J.3123/08 Pow • ••• ••• • 1070CHNOLOG DRIt N. EMCE•FL3 275. 1.8. sox 1521 • Nla(OMIS, FL 3421 ter GLAZING DETAILS Alum. HORIZONTAL ROLLER WINDOW, IMPACT • • risibly BtL. 10..'4t NR710 !Y, mart •rlyx. Full 2 d 11 4127-10 G FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. PRODUCT REVISED as caroplyiag with Ile Florida Building Cod: Accepia ce No /�0-O irotion Deo ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 1. NGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS WI SAME DLO ARE 1" SMALLER) GLASS TYPE A,B,G,H A,B,G,H A,B,G,H A,B,G,H ,G,H C,I D,E,F, J,K,L UP TO 111" WINDOW HEIGHT 26" 36" 38 3/8" 48" 50 5/8" 54" +60.0 -60.0 +60.0 i -60.0 +60.0 I -60.0 +60.0 -60.0 +60.0 +60.0 +60.0 -60.0 +60.0 ': -60.0 +60.0 1 -60.0 +60.0 -60.0 -60.0 +60.0 i -60.0 +60.0 ! -60.0 +60.0 -60.0 +60.0 I -60.0 +60.0 I -60.0 +60.0 j -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 60" +60.0 -60.0 +58.8 C -58.8 +55.2 i -55.2 -60.0 +60.0 ; -60.0 +60.0 1 .60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 I -60.0 +60.0 i .60.0 +60.0 -60.0 +60.0 j -60.0 +59.5 59. +54.6 I -54.6 +53.6 = -53.6 63" +60.0 i -60.0 +56.2 I -56.2 +52.3 i -52.3 +51.7 1 -51.7 +50.9 i -50.9 +60.0 1 -60.0 +75.0 -75.0 TABLE 2. XOX (113,113,113) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH TO 86 7/16" TO 86 7/16" GLASS TYPE A,B,C, G,H,I D,E,F, J,K,L WINDOW HEIGHT ALL HEIGHTS UP TO 63" +60.0 +75.0 -60.0 -75.0 TABLE 3. NGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS WI SAME DLO ARE 1" SMALLER) GLASS TYPE B,G,H A,B,G,H A,B,G,H 74" l)3,G,H 26" +75.0 +75.0 +75.0 -75.0 -75.0 -75.0 36" +75.0 -75.0 +75.0 i -75.0 +75.0 -75.0 38 3/8" +75.0 j -75.0 +75.0 I -75.0 UP TO 74" C,D,E,F, I,J,K, L +75.0 -75.0 +75.0 1 -75.0 +75.0 I -75.0 +75.0 f -75.0 WINDOW HEIGHT 48" +75.0 +75.0 +75.0 -75.0 -75.0 -75.0 50 5/8" +75.0 ? -75.0 +75.0 ! -75.0 +75.0 -75.0 +75. +75. +75. 54" 0 75. 0 -75.0 0 -75.0 60" +75.0 -75.0 +75.0 -75.0 +75.0 -75. .1 -68.1 63" 75.0 -75.0 +70.2 1 -70.2 63.8 1 -63.8 FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. +75.0 -75.0 GLASS TYPES: TEST REPORT FT1-4858 (XOX), FTL-4859 (OX & XO) AND FTL-5330 5/16' LAMI - (1/8" A, .090,1/8" A B. 5/16" LAMI - (1/8" A, .090,1/8" HS) C. 5/16" LAMI -(1/8" HS, .090,1/8" HS) D. 7/16" LAMI - (3/16' A, .090, 3/16" A) E. 7/16" LAMI - (3/16' A, .090, 3/16" HS) F. 7116" LAMI - (3/16' HS, .090, 3/16" HS) IMI.,: Oak RUYh't G. 13/16" LAMI IG -1I OI5?/•16"•A (MIN.)`511 ." OR 3/8: AIR SPACE, 5/16" LAMI - (1/8"A, .090,1/8"A) H. 13/16" LAMI IG4/8" OR 346"AnIN:, /16:OR 3r AIR SPACE, 5/16" LAMI - (1/8"A, .090,1/8"HS) I. 13/16" LAMI IG-1/8".OR 346.4 ( lNq, 416: 3/8A SIR SPACE, 5/16" LAMI - (1/8"HS, .090,1/8"HS) J. 13/16" LAMI IG -?/g" Oita/T6"A MIN.),.3/16•OR 1/4•SPACE, 7/16" LAMI - (3/16"A, .090, 3/16"A) K. 13/16" LAMI IG -1/8" OR 3/16"A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3116"A, .090, 3/16"HS) L. 13/16" LAMI IG-4/8'h(513/16"A4MIN.),.3/16" OR.1/4" S;ACE, 7/16" LAMI - (3/16"HS, .090, 3116"HS) • .` 0-111-111. • . • 1070 It2HNCIOG0DRIIPS N.S I!NIGE, FL A275 • mace P.O. BOX 1528 HOKOMIS. FL34274 • • • • Visibly Berter QESIGN PRESSURES PRODUCT REVISED complying with the Florida Iding Code 7coprwoe No ! e -D !4-.j C. ration Date I's7� i*1I d.Prod.N • . 13y I hN1n •ALUM. HORIZONTAL ROLLER WINDOW, IMPACT bb►wr ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • •• • HR710 bale NTS are 3 + 11 Orsolvtin 4127-10 G A. LYNN MILLER, P.E. P.Elf 58705 • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 27 3/8" 27 3/8'27 MAX. DLO VENT 6' MAX. DLO FIXE 3/8" MAX. DLO �{ VENT l MAX. DLO -••- FIXED D 0 , .. 1 cr.u •, qct 1.fir - 1 1 ( ; /1 / X _ / � O / X I B B / X _ /O _ B s e _ ,- 85 7/16" MAX. WIDTH I.F. FRAME —•� �-86 110' MAX. WIDTH I.F. FRAME 7/16" MAX. WIDTH FLANGE FRAME 111" MAX. WIDTH FLANGE FRAME DETAIL B - XOX (1/4-1/2-1/4) DETAIL C - XOX (1/3-1/3-113) NOTE: 33 9/16" MAX. C. 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. DLO FIXEDDLO VENT 1 1'`',' ..th —r 3" SEALANT OR GASKET AT HEAD AND SILL � 1 GE A F ALL ='� CONFIG. I 57 MAX.MaX' DLO ALL / / M4X AL DLO ALL VENTS All. �''(�� I.F. FRAME 1 `/ 1 = PRODUCT REVISED ascomplyiegwith the Florida BuldngCade µttxpB�o1Jo { • -O FIXED LITES '/ X 62" MAX. I.F. FRAME ALL i_ prat on Dale 'Tow /`I �, X CONFIG. . �� '^,l�qm' DedrProdeel • • • • • •i,!! n lt;; 4• • • • (id • ® FNGEFRAME • • • • • • • - C I • • • • ''"''`' 73"MAX. WIDTH I.F. FRAME —+k • • • • • • • • • VIEW D—D 74" MAX. WIDTH FLANGE FRAME (FRAME CORNER CONSTRUCTION) DETAIL A - OX OR XO • • • • • • • = t.:►tilb 6 v,,`=`` Brad* os Aran= tr • • • • • • • • Dow VATIONS •;'LGFi:C :,.,,;:?;� _• • • , awed Br o.� • 1075 0CE. FL 2750 IllaGir UM. HORIZONTAL ROLLER WINDOW, IMPACT ' ,'' 111 Rand y" pr7ew - •N •• •• P.O. BOX 1529 �+: NOKOM1d. FL 34274 Vitt* Better w,wy pk ante •wwaw A LYNN MILLER, P.E. dun* 2/28/06 o2/ *wird J.J. o/ 3I133/23/09 HR7f0 NTS 4 11 4127-10 G P.E.#55755 8.1( • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EXTERIOR MAX. HEIGHT FLANGE FRAME MAX. VENT DLO MAX FIXED DLO lei 1 INTERIOR MAX. VENT DLO EXTERIOR INTERIOR 1 -- MAX. FIXED DLO -1 MAX WIDTH (FLANGE FRAME) SECTION B -B (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) MAX. FIXED DLO -1 EXTERIOR MAX. VENT DLO MAX. WIDTH (I.F. FRAME) SECTION A -A 37 (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) O SECTION C -C (VERTICAL SECTION, FLANGE FRAME) EXTERIOR INTERIOR • • • • •• SILL HEAD (VERTICAL SECTION, I.F. FRAME) (VERTICAL SECTION, I.F. FRAME) R.ndllr. LLIx Ra1ma • AllAdone R.dtlaie • • 0..w F.IG 1/7!400 J.J. 0.r 323400 ••. • • • • 1070.1ECNNOLOA'D41/E NSVENIGL�. FL •• • • •P.O. BOX 1529. NOKOMIS, FL 34274 • • Vssib& Better „SECTIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT drinebit HR710 514/4 Half Sod 5 + 11 Ovate la 4127-10 MAX. VEFVT DLO PRODUCT REVISED as complying with the Florida Building Code Acceptance Nn 1 B. 'ration Dela A. LYNN MILLER P.E. P.E.N 58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ••• • • • • ••• • • • •" • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MATL PG171 ITEM DW(#t REV DESCRIPTION 1 MATL 1 PGT# IIFM DWG/ REV DESCRIPTION 6063-T6 AL 612237 66 GLASS, 13/16" LAMI IG -1/8"A (MIN.), 3/8"AIR SPACE, 5/16" LAMI (1/8"A, .090 PVB, 1/8"A) 1 4102 A FLANGE FRAME HEAD 6063-T5 AL 612244 67 " 13/16" LAMI IG -1/8"A (MIN.), 3/8" AIR SPACE,_5/16" LAMI (1/8"A, .090 PVB, 1/8"HS) 2 4025 SASH STOP (STD.) (ANTI LIFT CLIP) " SPACE, 5/16" LAMI (1/8"HS, 1/8"HS) 3 #8 X 3/4 PH. PAN BEAD 7834AA 68 13/16" LAMI IG1/8"A (MIN.), 3/8" AIR .090PVB, (MIN.), 5/16" AIR SPACE, 5/16" LAMI (1/8"A, 118"A) 4 4053 SASH STOP COVER (SASH STOP) 6063-T5 AL 69 13/16" LAM11G-3/16"A .090PVB, 13/16" LAMI IG (MIN.), 5/16' AIR SPACE 5/16" LAMI (1/8"A, .090 PVB, 1/8"HS) 6 4136 FLANGE FRAME SILL 6063-T6 AL 64136 70 -3/16"A 13/16" LAMI IG -3/16"A (MIN.), 5/16" AIR SPACE, 5/16" LAMI (1/8"HS, .090 PVB, 1/8"HS) 7 4137 SILL ADAPTOR 6063-T6 AL 64137 71 72 13/16" LAMI IG -1/8"A (MIN.), 1/4" AIR SPACE, 7/16" LAMI (3/16"A, .090 PVB, 3/16"A) 8 4131 ROLLER TRACK 6063-T6 AL 64131 73 13/16" LAMI IG -1/8"A (MIN.), 1/4" AIR SPACE, 7/16" LAMI (3/16"A, .090 PVB, 3116"HS) 10 71298 WEEP HOLE COVER POLYPROP. 71298 74 13/16" LAMI IG -1/8"A (MIN.), 1/4" AIR SPACE, 7/1G' LAMI (3/16"11S, .090 PVB, 3/16"11.5)12 1626 ADHESIVE OPEN CELL FOAM PAD 7PADI626 75 13/16" LAMI IG -3/16"A (MIN.), 3/16' AIR SPACE, 7/16" LAMI (3/16"A, .090 PVB, 3/ 16"A) 13 4002 A FLANGE FRAME JAMB 6063-T6 AL 612225 76 13/16" LAMI IG 3116"A (MIN.), 3/16" AIR SPACE 7/16" LAMI (3/16"A, .090 PVB, 3/16"HS) 14 4134 GASKET FOR MAIN FRAME SILL JOINT 74134W/1C 77 " 13/16" LAMI IG -3/16"A (MIN), 3/16" AIR SPACE, 7/16" LAMI (3/16"11S, .090 PVB, 3/16'HS) 15 1155 #8 X 1:000 QUAD PN. SMS 78IPQA 90 1014 SCREENFRAME (HOR. & VER.) 3105-H14 AL 16 4110 G SCREEN ADAPTOR 6063-T5 AL 64110G 91 1630 SCREEN CORNER KEY W/RINGS POLYPROP. 174054 11 FIXED MEETING RAIL 6063HD-T6 AL 64054A 92 1631 SCREEN CORNERKEYW/OUT RINGS POLYPROP. 19 4066 W STP.,.187 X FIN SEAL 640660 93 1073 SCREEN SPRING ST.ST. 21 4105 .230, SASH TOP &BOTTOM RAIL 6063-T5 AL 612240 94 1624 SCRIM SPLINE- .135 DIA. FOAM EM PVC 1683 W STP.,.250 X BACK, FIN SEAL 61683G 95 1635 SCREEN SPLINE- .135 DIA. HARD EM PVC 22 .270 ROLLER HOUSING& GUIDE 421121113 96 SCREEN CLOTH 23 225-1 BRASS 7BRWT-TI2 24 226 BRASS ROLLER WIGS 29 4128 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 44128N 60631IS-T6 AL 64006 ---2710 32 33 4006 D 1235 SASHMETTINGRAIL WSTP.,.170 X .270 BACK, FIN SEAL 67S 166 35 1096 SWEEP LATCH DIE-CAST 71096 36 1016 #8 X .625 PH. FL. SMS 7858 e a f 37 4126 SASH SIDE RAIL 6063-T5 AL 64126 2.624 ul 38 1683 WSTP.,.250 X BACK, FIN SIAL 616830 ' 39 7070 .270 BULB WEATHERSTRIP .187X275 67070K .062 40 LIFT RAIL COVER CAP 74078"C" L OR R 41 4139 I.F. FRAME HEAD 6063-T6AL 64139 I.F. FRAME HEAD 42 4140 I.F. FRAME SILL 6063-T6 AL 64140 41 #4139, 6063-76 43 4141 LF. FRAME JAMB 6063-T6 AL 64141 50 GLAZING SILICONE, DOW 899,995 OR EQUIVALENT p I PRODUCT REVISED 51 1224 VINYL GLAZING BEAD BULB (THICK) 6TP247W,K s complying Hina Inn Florida Building rude BULB 6TP248K 2.784 / Acceptance No (a' 0 4 52 1225 VINYL GLAZINGBFAD (THIN) mom Oma .7�aI 53 4039 B GLAZING BEAD - 5/16" 6063-T5 AL 64039B •� I / 54 4044 B GAZING BEAD - 5/16" W /GRILL KIT 6063-T5 A L 644703 .062 3.152 Ely •�6. /• : M nn proms 55 4222 A GLAZING BEAD - 7/16" 6063-T5 AL 64222 L0.062 56 985 C GLAZING BEAD -7116" W/GRILL KIT 6063-T5 AL 6985 1.986 —.-- -►59 .os2 59 4067 GAZING BIRD -13/ 16" 6063-T5 AL 64067 • • • • . • • GLASS, 5/16" LAMI (I/8" A, A) • q� kFl FRAME JAMB 60 61 .090PVB,1/8" . • " 5/16 LAMI (1/8" A, .090 PVB, 118" HS) •� . • • • •. • • • •� f • #4141, 6063-T6 • ° ^ 62 . . " 5/16" LAMI (1/8" HS, .090 PVB, 1/8" HS) • • • • • ••• • • • • •0 1s ":: 63 " 7/16"LAMI (3/16'A,.090PVB, 3/16"A) •• ••• •• ♦ • • •• 2710 64 " 7/16" LAMI (3/16" A, .090 PVB, 3/16" HS) 42 .F. FRAME SILL = 65 " 7/16' LAMI(3/16" HS, .090 PVB, 3/16' HS) #4140, 6063-T6/.1 '6 .f. •' LL• P RTS LIST - P�"m8/. OW' I.nldwc • - 1070 iCHNCjL-OG DR_lip N.•T•T:: IC FL 275• �I • • • 'w ALUM. HORIZONTAL ROLLER WINDOW, IMPACT .t..r.;,.;. ::. ', : , , ;1 `` - 7r,ry. n'+" •.ar",e • • • 4.0. BOX 1529 • �� •..� ~•� A LYNN MILLER RE n.Fer. FIG o2/ 22NOC a. LJ. dJ. u.." 323d7g NOKOMIS, FL 34274 Visa Better HR710 NTS 6 M 11 4127-10 G P.E.458705 ••• • • • • ••• • • • •" • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • O FLANGE FRAME HEAD #4102A, 6063-T6 -+IIS-.062 .490fi O SASH STOP #4025. 6063-T5 062 1.183 1+-1.349 21 SASH TOP & BOTTOM RAIL #4133, 6063-T5 4 .050 .678 tom --1-----i 54 GLAZING BEAD, 5/16" #40448,6063-T5 (USED W/ GRILL KIT) 3. 52 .062 1.122 Or" 1-2.710—�1 6 FLANGE FRAME SILL #4138,6063-T6 .437 HORN. ROLLER TRACK #4131, 6063-T6 32 SASH MTG. HAIL #40060, 6063H51.6 �rnF.050 N 117 .678 1.096 4i 1-—y1�� ••• 55 GLAZING BeiAD 7/16": #4222A, 6063=5 • • • • • •• • • • • •• ••• •• .062 FRAME SILL ADAPTER #4137, 6063-T6 L-1.403-.1 062 17 FIXED MEETING RAIL #40548,6063H0 -T6 2.326 .062 1►1.291� 37 SASH SIDE RAIL #4126,6063•T5 1.349 4 .050—I 1.1154r1-.-§-..--17.678 • 1.1154r1 -.1.1154r1-.-§-..--17'7 �:GOVINII BEAD, 7/16" • • • 185016063-T5 • • :US D yeaORILL KIT) �1.513� x.646 .738� [..-1.443-.--1 O SASH STOP COVER #4053,6063-T5 I 2.784 1.T 4 i .062--4-- 13 FLANGE FRAME JAMB #4002A, 606346 .878 1.096-}- -i1 0 GLAZING BEAD, 5/16" #40398,6063.75 .683 .050 59 GLAZING BEAD, 13/16" #4067, 6063-T5 Ream By. Dot R.r`lonc Deft RMbar • • • Riwsd pnmtp: F.K osr Oshr 2/18/06 Rnlabr ORdidaY J.J. ••• 8 A,+or • • • • 1070 ECHNOLOG•DRIE NIVENIC131 FL 12750 •• • • e.0. BOX 1529 • NOKOMIS, FL 34274 • • RUSIONS RLUM. HORIZONTAL ROLLER WINDOW, IMPACT bariostam HR710 Sear Haff an.e 7 .11 u.raxa 4127-10 PRODUCT REVISED as complying with the Florida Acceptance No ireti"n Dew A LYNN MILLER P.E. P.E.N 59705 ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• ANCHOR QUAI XOX (1/4-1/2-1M WINDOWS „" TABLE 4 GLASS TYP ,C,G ANCHOR TYPE a & SUBSTRATE 2,3, WOOD ZONES 2, CONC 1, 03NC GLASS TYPES D,E,F,J,K,L 2,3, WOOD 2, CONC 1. CO iy 03 HEAD & SILL 12 ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W V H 53.125 x 38.375 48.000 50.625 54.000 60.000 63.000 1+02+1+02+112 iy HEAD & SILL 11" 1+C2+1+62+1I 2 1+C2+1+C2+1( 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+02+1+02+11 3 1+C2+1+C2+113 1+C2+1402+113 1+C2+1+C2+11 3 ,N HEAD & SILL IR 1+C2+1402+112 1+C2+1+C2+113 1+C2+1+C2+11 3 1+C2+1+02+113 1+C2+1+02+113 1+C2+1+C2+1!3 Ica HEAD & SILL 12 1+C2+1+C2+11 2 1+C2+1+C2+11 3 1+C2+1+C2+1I3 1+C2+1+C2+11 3 N HEAD & SILL 12 1:i iy HEAD & SIU. I; 1+C2+1+C2+11 3 1+C2+1+C2+11 2 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+113 1+C2+1+C2+113 1+02+1+C2+11 2 1+C2+1+C2+113 1+02+1+C2+11 3 1+02+1+C2+1! 3 60.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1+02+1+02+11 3 1+02+1+02+112 1+C2+1+02+1! 3 1+C2+1+C2+112 1+C2+1+C2+11 3 1+C2+1+C2+113 1+C2+1+C2+113 1+C2+1+C2+11 2 1+02+1+02+13 1+02+1+02+1113 1+C2+1+C2+11 3 1+C2+1+C2+113 1+02+1+02+113 1+C2+1+C2+113 4 1+02+1+02+1 3 1+C2+1+02+11 3 1+C2+1+C2+11 2 1+C2+1+C2+11 3 1+C2+1+02+112 1+C2+1+C2+11 3 1+02+1+02+113 1+03+1+03+113 1+C2+2+C2+112 1+C2+2+02+113 1+C2+1+C2+113 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+1 3 1+C2+1+02+113 1+C2+1+C2+11 3 1+C2+1+02+1 13 1+C2+1+C2+11 3 1+02+1+02+113 74.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1+C2+2+02+112 1+02+2+02+1i 3 1+C2+2+02+1'3 1+02+1+C2+112 1+C2+1+02+11 3 1+132+2+02+1 3 1+C2+1+C2+113 1+C2+1+02+11 3 1+C2+2+C2+11 2 1+C2+2+C2+1j3 1+02+2+02+113 1+C2+2+02+113 1+C2+1+C2+113 1+C2+1+C2+11 3 1+C2+2+C2+11 2 1+02+1+02+11 3 1+02+1+C2+11 3 1+C2+2+C2+112 1+C2+2+C2+113 1+C2+2+02+11 3 1+C3+2+03+113 1+03+2+03+113 1+02+2+02+112 1+C2+2+C2+11 3 1+C2+2+C2+11 3 1+C2+2+C2+11 3 1+02+2+C2+113 1+C2+2+C2+113 1+C2+2+C2+11 3 1+C2+2+02+1 3 1+C2+1+02+11 3 84.000x 38.375 48.000 50.625 54.000 60,000 63.000 1+C2+2+C2+11 3 1+02+2+02+112 1+C2+2+C2+113 t 1+C2+2+C2+1113 1+C2+1+C2+11 3 1+02+2+02+11 3 1+C3+2+03+113 1+C2+2+C2+11 3 1+C3+2+C3+11 3 1+C2+2+C2+11 2 1+C2+2+C2+11 3 1+C2+2+C2+11 3 1+C2+2+02+112 1+C2+2+C2+11 2 1+C2+2+C2+11 3 1+02+2+02+113 1+C2+2+C2+11 3 1+02+2+02+113 1+02+2+02+1! 3 1+02+2+02+1 3 1+02+2+02+113 1+02+2+C2+11 3 1+02+2+02+1 3 1+C2+2+C2+11 2 1+02+2+02+113 1+C2+2+C2+1I3 1+02+2402+113 1+02+2+C2+113 1+C3+2+C3+113 1+C3+2+C3+113 1+03+2+C3+1!3 1+02+3402+112 1+03+3+C3+113 1+02+2+C2+1(3 1+C2+2+C2+113 1+C2+2+C2+1l 3 1+02+2+02+113 1+C3+2+03+1 3 1+C3+2+C3+1 3 106.375 x 38.375 48.000 50.625 54.000 60.000 63.000 1+C2+2+02+112 1+C2+2032+1.3 1+C2+2+C2+112 1+C3+2+C3+11 3 1+C3+2/C3+113 1+C2+2+C2+113 1+C2+2+C2+13 1+C2+2+C2+11 3 1+03+3+03+113 1+C4+3+C4+11 3 1+0443404+11 3 1+C4+3+C4+11 3 1+C2+3+02+11 2 1+02+3402+1!2 1+C2+3+C2+113 1+C2+3+C2+11 3 1+03+3+03+11 3 1+C2+2+02+113 1+02+2+02+113 1+03+3+C3+113 1+C3+3+C3+113 1+02+3+02+112 1+C2+3+02+113 x .375 48.000 50.625 54.000 60.000 63.000 1+C3+3+03+1 3 1» •wro.c claw 7!23410 1+C2+3+02+113 1+C3+3+03+113 1+C3+3+03+113 J.J. 1+C2+2+02+11 3 1+C2+2+02+113 1+02+2402+1i 3 1+C2+2+C2+1I2 1+C2+2+C2+11 3 1+C2+2+C2+11 3 1+C3+3+C3+11 3 1+C3+3+C3+11 3 1+03+3+03+113 1+C4+3+C4+113 1+04+3+C4+11 3 1+02+3+C2+112 1+C3+3+03+113 1+C3+3403+113 1+03+3+03+113 1+C3+3+C3+113 1+C4+3+C4+11 4 1+04+3+04+114 1+C2+3+C2+11 2 1+02+3+C2+11 3 1+03+3+03+113 1+C3+3+C3+11 3 1+C3+3+C3+11 3 1+C2+4+C2+11 2 1+03+4+C3+113 1+03+4+C3+1I3 1+C4+4+C4+1' 3 1+04+4+04+11 3 1+04+3+04+113 1+C5+4+05+113 1+C3+3+C3+11 3 C+C3+3+C3+1) 1+02+2+02+1! 1+C2+2+02+11 3 1+04+3+04+11 3 1+C2+3+C2+11 3 1+C3+34C3+11 3 1+03+3+03+113 1+C3+3+C3+11 3 1+C4+3+04+1 4 Dam 323418 1+C2+2+C2+11 3 1+C4+3+C4+11 3 1+C4+3+C4+11 4 1+C2+3+C2+112 •- ••� 1+512+3+C2+11 • 1+03x3+C3+115 1+C,3o3 aC3•1 j 1+03+3+03+113 1+04+3+C4+1 f 3 1 +C2+4+01+11 2 1+03444+041+1 1+C+C$+1 • 3+l 1+CA+d+C4+&I3 1+C4+4+C4+113 1+C5+4+05+11 4 • ••• • • 10701E•HNOL•GY DRIVE •N1/E• �NIGE, Ry} -X34277• NOKOMIS. FL 34274 • • NOTES: • 1 114" ELCO TA PC O N31/4" ELCO SS4 CRETE -FLEX 2. GLASS TYPES: A. 5/16" LAMI - (1/8" A..090, 1/8" A) B. 5/16" LAMI - (1/8" A,.090, 1/8' HS) C. 5/16" LAMI - (1/8" HS,.090, 1/8" HS) D. 7/16" LAMI - (3/16" A,.090, 3/16"A) E. 7/16" LAMI - (3/16" A,.090, 3/16' HS) F. 7/18' LAMI - (3/16" HS,.090. 3/16" HS) 0.13/16" LAMI IG - 1/8" OR 3/16' A (MIN.), 5/18" OR 3/8" SPACE, 5/16" LAMI H. 13/16' LAMI IG - 1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI I. 13/16' LAMI 10 - 1/8" OR 3/16" A (MIN.), 5/16" OR 3/8' SPACE, 5/16" LAMI - J. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - K. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI L. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI 3 -#12 STEEL SCREWS (05) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. - (1/8"A,.090, 1 /8" A) - (1/8" A,.090, 1/8" HS) (1/8" HS,.090, 1/8" HS) (3/16" A..090, 3/16" A) - (3/16' A,.090, 3/16" HS) - (3/16" HS,.090, 3/16" HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 25 3/4" MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 22 1/2" MAX. O.C. TABLE KEY: X 0 X 11+C3+4+C3+1 1 3 ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITY. A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (4) ANCHORS AT FIXED SECTION. (12) ANCHORS TOTAL AT HEAD AND SILL 9" REF. 1 (3" MIN. O.C. ANCHOR SPACING) 25 3/4" max. MIN. 1 NI O X MTG. RAIL, TYP.- EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) • • I I 25_3/4" MAX. X11/2"TYP. • • + - - MIN. • • I• 1111 1 1 1 • 40" REF. - X 0 1 • • • • • 1 1111 l X MTG. RAIL, TYP.- EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS Visibly Better ANCHORAGE SPACING, XOX (1/4-1/2-1/4) WO • • s LM HORIZONTAL ROLLER WINDOW, IMPACT HR710 NTS 8 N 11 a•+•w 4127-10 PISK G PRODUCT REVISED as complying wilh Etc Florida Building Code Accept/moo No 1%-0 cation Dab By M;111111 21 Product C A LYNN MILLER P.E. P.E.11 58705 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • •• • ••• • • • • • • • • • •• • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • ANCHOR QUANTITIES, XOX (113-113-113) WINDOWS TABLE 5 NOTES: GLASS TYPES A,B,G,H I GLASS TYPES C,D,E.F,I,J,K, L ANCHOR TYPEY 2,3, WOOD 2, CONC 1. CONC 2,3 W000 2, CONC 1, CONC 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE-FLEX 3 - #12 STEEL SCREWS (05) 8. SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES rn rn m 1m 2. GLASS TYPES: . WINDOW SIZE H y m HEAD & SILL i j HEAD & SILL m 1 HEAD & SILL -, )4i HEAD & SILL i HEAD & SILLi i Q HEAD & SILL (i A. 5/16" LAMI - (1/8" A..090, 1/8" A) B. 5/16" LAMI - (1/8" A,.090, 1/8" HS) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A 48.000x 38.375 1+02+1+02+112 1+02+1+62+11 2 1+02+1+02+1 2 1+02+1+02+11 2 1+C2+1+62+11 2 1+02+1+02+1) 2 C. 5/16" LAMI - (1/8" HS,.090, 1/8' HS) D. 7/16" LAMI A,.090, 3/16"A) TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. 48.030 1+0+1+02+11 3 1+C2+1+02+1( 3 1+02+1+62+1 3 1+02+1+C2+1( 3 1+02+1+(32+11 3 1+62+1+62+113 t - (3/16" E. 7/16" LAMI - (3/16" A,.090, 3/16" HS) 50.625 1+02+1+C2+11 3 1+02+1+02+11 3 1+02+1+02+1 3 1+02+1+02+1' 3 1+62+1+C2+11 3 1+C2+1+02+11 3 F. 7/16" LAMI - (3/16" HS,.090, 3/16" HS) 54.030 1+62+1+02+11 3 1+0+1+02+11 3 1+02+1+02+11 3 1+02+1+c2+11 3 1+02+1+02+11 3 1+02+1+62+1 3 G. 13/16" LAMI 10 - 1/8" OR 3/16• A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090, 1/8" A) OR 3/8" SPACE, 5/16" LAMI A,.090, 1/8" HS) 60.000 1+C2+1+02+113 1+02+1+02+11 3 1+02+1+C2+1( 3 1+62+1+02+11 3 1+02+1+02+11 3 1+02+1+02+1(3 H. 13/16" LAMI IG -118" OR 3/16" A (MIN.), 5/16" - (1/8" I. 13/16' LAMI IG - 1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" HS,.090, 1/8" HS) 63.000 1+02+1+0+11 3 1+02+1+62+1(3 1+02+1+62+113 1+02+1+C2+1 3 1+02+1+a+1(3 1+63+1+034 3 J. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" A..090. 3/16" A) 53.125x 38.375 1+02+1+0+11 2 1+62+1+02+11 2 1+62+1+02+1(2 1+62+1+02+1 2 1+62+1+62+11 2 1+02+1+02+1 2 K. 13/16' LAMI 10 - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" A,.090, 3/16' HS) 48.000 1+C2+1+02+11 3 1+C2+1+02+11 3 1+C2+1+02+1 3 1+62+1+02+1.3 1+62+1+02+11 3 1+C2+1+62+11 3 L. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3116" HS,.090, 3/16" HS) 60.626 1+C2+1+02+1i 3 1+C2+1+02+1(3 1+02+1+02+11 3 1+02+1+02+1(3 1+02+1+02+11 3 1+62+1+C2+1(3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 54.030 1+02+1+02+11 3 1+02+1+02+11 3 1+02+1+02+11 3 1+02+1+02+11 3 1+02+1+62+1 3 1+02+1+02+11 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 60.030 1+62+1+62+113 1+02+1+02+113 1+C2+1+C2+1( 3 1+02+1+62+113 1+02+1+02+1 3 1+63+1+03+113 OF MEETING RAIL CENTERLINE 63.000 1+02+1+02+113 1+02+1+02+11 3 1+02+1+02+1(3 1+62+1+02+1(3 1+02+1+02+11 3 1+C3+1+03+11 3 HEAD & SILL: 10 1/2" MAX. ON EACH SIDE 25 3/4" MAX. FROM CORNERS 60.000 x 38.375 1+02+1+62+11 2 1+62+1+02+11 2 1+62+1+02+11 2 1+02+1+02+11 2 1+02+1+62+11 2 1+62+1+02+112 JAMBS: 9" MAX. FROM CORNERS AND 221/2" MAX. O.C. 48.030 1+62+1+02+113 1+02+1+02+113 1+C2+1+62+1(3 1+02+1+02+113 1+C2+1+02+113 1+02+1+02+1(3 TABLE KEY: 50.625 1+C2+1+02+113 1+02+1+02+113 1+02+1+62+1 3 1+02+1+02+113 1+02+1+02+113 1+02+1+62+113 X 0 X 54.030 1+02+1+02+11 3 1+02+1+02+11 3 1+02+1+62+1, 3 1+62+1+C2+11 3 1+C2+1+C2+11 3 1+03+1+03+11 3 1+C3+1+C3+1 1 3 •-•-•ANCHOR QUANTITY PER JAMB 60.000 1+02+1+02+1i3 1+02+1+02+113 1+02+1+C2+1(3 1+02+1+02+113 1+62+1+02+113 1+03+1+63+113 fHEAD AND SILL ANCHOR QUANTITIES 63.000 1++1+62+11 3 02 1+02+1+02+11 3 1+02+1+C2+11 3 1+63+1+63+11 3 1+62+1+02+11 3 1+63+1+63+11 3 66.000x 38.375 1+02+1+02+1(2 1 1+02+1+02+11 2 1+02+1+02+11 2 1+62+1+0+11 2 1+02+1+62+11 2 1+02+1+C2+11 2 - A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) 48.000 1+C2+1+C2+113 1+02+1+02+11 3 1++1+C2+1(3 C2 1+02+1+02+1(3 1+02+1+C2+11 3 1+C2+1+02+11 3 ANCHOR AT EACH OPERABLE VENT 50.625 1+62+1+02+11 3 1+02+1+02+1 3 1+02+1+62+11 3 1+62+1+02+113 1+02+1+02+11 3 1+03+1+63+11 3 PLUS (1)ANCHORS AT FIXED SECTION. TOTAL AT HEAD AND SILL 54.000 1+C2+1+C2+1(3 1+62+1+02+11 3 1+02+1+C2+11 3 1+C2+1+02+1; 3 1+02+1+132+11 3 1+03+1+63+1( 3 (9) ANCHORS 60.000 1+02+1+02+113 1+02+1+02+11 3 1+62+1+C2+11 3 1+63+1+03+11 3 1+C2+1+C2+1( 3 1+C3+1+03+11• 3 (3" MIN. O.C. ANCHOR SPACING) 63.030 1+02+1+C2+113 1+02+1+02+1(3 1+03+1+03+113 1+03+1+63+1 3 1+02+1+02+113 1+C3+1+63+113 74.000x 38.375 1+42+1+02+1, 2 1+62+1+02+1( 2 1+02+1+02+11 2 1+62+1+02+112 1+62+1+02+1 2 1+62+1+02+1 2 1� 25 3/4" MAX. I. 48.000 1+C2+1+02+1 3 1+02+1+02+113 1+02+1402+1(3 1+62+1+02+1 3 1+C2+1+C2+1,3 1+C3+1+03+1 3 1 I 1 F'-3" MIN 60.625 1+62+1+02+113 1+0+1+62+1 3 1+02+1+C2+1 3 1+02+1+02+1 3 1+62+1+62+113 1+03+1+03+113 9• REF. , 141 1++' 1 54.000 1+C2+1+02+1(3 1+62+1+02+1 3 1+02+1+02+1 3 1+02+1+02+113 1+02+1+02+113 1+63+1+03+113C2 X -� 0 X\ REVISED 60.000 1+02+1++113 1+02+1+C2+113 1+03+1+03+1 3 1+63+1+03+1(3 1+02+1+02+113 1+C3+1+03+1 3 �� - _ _- PRODUCT as complying with the Florida 63.000 j 1+02+1+02+113 1+02+1+02+113 1+03+1+03+113 1+03+1+03+113 1+62+1+62+1 3 1+03+1+63+1€3 MTG. RAIL, TYP.- Building Code Acceptance No i%-+ �, 84.000x 38.375 1+02+1+02+1 2 1+102+1+0+11 2 1+02+1+62+11 2 1+02+1+02+113 1+62+1+62+1 2 1+02+1+62+1 2 EXAMPLE CLUSTER W/ QTY, OF (3) ANCHORS `'""'" NW • •- ) r uj2 48.000 1+02+1+62+113 1+0+1+02+11 3 1+02+1+62+113 1+62+1+02+11 3 1+62+1+02+113 1+C3+1+03+113 IN TABLE KEY ABOVE) By Ji ;1/ 50,625 1+C2+1+C2+1 3 1+02+1+02+11 3 1+02+1+02+11 3 1+62+1+62+11 3 1+C2+1+02+11 3 1+C3+1+C3+11 3 (SHOWN Miami +. • . P Qdn- 54.000 1+62+1+02+1`3 1+0+1+0+11 3 1+C3+1+C3+113 1+63+1+03+113 1+02+1+02+113 1+03+1+03+113 60.000 1+62+1+02+11 3 1+02+1+02+11 3 1+03+1+63+11 3 1+03+1+63+11 4 1+03+1+03+11 3 1+03+1+03+113 "-25 3/4" M �" �,P 63.000 1+03+1+0+11 3 1+02+1+02+1(3 1+63+1463+11 3 1+03+1+63+i, 4 1+63+14p+1 j 1,+04+1+,f4+11y/ • • •{ �1�j�-3" MIN. • •REF. 86.437x 38.375 1+02+1+02+112 1+02+1+02+11 2 1+02+1+62+1(2 1+62+1+02+1 3 1+62:1+02+112 •+19+1+C2+I12 1 " •9• _':�.• 48.030 1+02+1+62+1(3 1+62+1+02+11 3 1+02+1+62+11 3 1+62+1+C2+11 3 1+0+1e:2+11 4 6+Ci+'1'IG3+il3 +••• T` I 50.625 1+62+1+02+113 1+62+1+C2+11 3 1+02+1+C2+11 3 1+C2+1+02+1( 3 1+021102+1f 1 :+C3+ + 3+f (da + + + • • ♦I •" - 1 r54.000 1+62+1+02+113 1+02+1402+11 3 1+03+1+03+113 1+63+1+03+113 1+02+1+02+113 1+C3+1+03+113 MTG. RAIL,TYP. - 60.000 1+62+1+02+1(3 1+02+1+02+1(3 1+03+1+03+113 1+63+1+03+1(4 1+03+1+C3+1(3 1+04+1+04+1€4 EXAMP� E CLUSTER W/ QTY. OF (4) ANCHORS ✓ _' G )- b j 63.000 1+63+1+03+1(3 1+02+1+02+1(3 1+03+1+63+1(3 1+03+1+03+1(4 1+6311+CQ3 j 3 1+04+1+64+11 • SPACING, XOX 0R/ PONE ••win laRAGE(1/3-1/3-1/3) ""..ar DO, "Mixer o7hOHNOLl I.VE HNO F HORIZONTAL ROLLER WINDOW, IMPACT ,. •'' '! ..:,• ' w,..ay. cw" x.,+""rr •'MS.BOX1%2v11:1 . • 0.41.04 FL 34270 Visibly &Hel trw+nrt r1" •..e tiM•Ne w., A LYNN MILLER. P.E. FJ FJG "r. 7/18�D5 �-�J. J.J. o+" 9/23A)B NOKOMIS, HR710 NTS 9 • 11 4127-10 G PE.458705 ••• • • • • • • • • • •• • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • ••• • • • • ••• • • • •.• • • • • . . • • • ••• • • • • • • • . . • • • •• • • • •• •• • • •.• • • OR QUANTITIES, XO & OX WINDO TABLE 6 NOTES: GLASS TYPES GLASS TYPES C,D,E,F,I,J,K, L ANCHOR TYPE> 2,3, WOOD 2, CONC 1, CONC ,3, WOOD 2, CONC 1, CONC-1/4" ELCO TAPCO . - 1/4" ELCO SS4 CRETE -FLEX 3 -412 STEEL SCREWS (G5) &SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES mow. WINDOW SIZE Imo` v b 0 -3 y S ,8 Si9¢ m 5,_ W N .5 m 2 ' r 1 9Q m W v) 1 2 2 .6 i ••'-;S 0Q 1 m W( 1 2 .6 Ili O � 20 Lu to 12 _ .5 1. ' a. W to 2 .5 2 2 ti A. 5/16 LAMI _(1/8 A,.090,1/8" S) C. 5/16" LAMI - (1/8" HS,.090, 118" HS) D. 7/16" LAMI A,.090, 3/16" A) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G- L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND 2 1+C2+11 2 1+62+11 2 1+62+1 2 - (3/16" ANCHOR QUANTITY REMAIN UNCHANGED. C37.0962 38.375 1+C2+1 2 1+C2+1 IE. 7/16" LAMI - (3116" A,.090, 3/16" HS) J 48.000 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+11 3 1+C2+1 3 F. 7/t6" LAMI - (3/18" HS,.090, 3(16• HS) 10 1/8" OR 3/16" A 5/16" OR 3/8" SPACE, 6/16" LAMI A,.090, 1/8" A) 50.625 1+C2+1 3 1+C2+1 3 1+C2+1 I 3 1+C2+1 i 3 1+C2+1; 3 1+62+1 3 G. 13/16" LAMI - (MIN.), - (1/8" H. 13/16" LAMI IG - 1/6" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090,1/8" HS) 54.000 1+C2+1 3 1+C2+1 3 1+C2+11 3 1+C2+11 3 1+C2+1 3 1+02+1 3 1. 13/16" LAMI IG -1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" HS,.090, 1/8" HS) A,.090, 3/16" A) 60.000 1+C2+1 3 1*C2+1 31+C2+1; 3 1+C2+1 3 1+C3+1 3 J. 13/16" LAMI IG - 118" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/18" K. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" A,.090, 3/16" HS) • • • t 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+11 3 1+C3+1 3 L. 13/16" LAMI IG -1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" HS,.09O, 3/16" HS) 48.000 38,375 1+62+1 2 1+C2+1 2 1+62+1; 2 1+C2+11 2 1+62+11 2 1+C2+1 2 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 48.000 1+C2+1 3 1+C2+1 3 1+C2+11 3 1+62+11 3 1+C2+11 3 1+C2+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 50.625 1+C2+1 3 1+62+1 3 1+63+11 3 1+62+11 3 1+62+1 3 1+63+1 3 HEAD & SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. I,1 • 1+C2+1 3 1+C2+1 3 1+03+11 3 1+C2+1 j 3 1+62+1 j 3 1+C3+1 3 18 3/4" MAX. FROM CORNERS. 60.000 1+C3+1 3 1+C2+1 3 1+C3+1(3 1+63+11 3 1+C2+1 f 3 1+C3+1 3 JAMBS: 9" MAX. FROM CORNERS AND 221/2' MAX. O.C. • 1+C3+1 3 1+C2+1 3 1+ 1 3 1+C3+1; 3 1+C2+1, 1 3 1+C3+1 3 TABLE KEY: ,''• O X 53.125 x 38.375 1+C2+1 2 1+C2+1 2 1+C2+11 2 1+C2+11 2 1+62+11 2 1+C2+1 2 12+C3+2 1 3 1 ---'ANCHOR QUANTITY PER JAMB 48.000 1+C2+1 3 1+62+1 3 1+63+11 3 1+62+1I3 1+C2+11 3 1+63+1 3 50.625 1+C2+1 3 1+C2+1 3 1+63+113 1+C2+1; 3 1+C2+11 3 1+C3+1 3 HEAD AND SILL ANCHOR QUANTITIES 54.000 1+C3+1 3 1+C2+1 3 1+C3+11 3 1+C3+11 3 1+C2+1I 3 1+C3+1 3 A CLUSTER OF (3) ANCHORS CENTERED ON THE MEETING RAIL 60.000 1+C3+1 4 1+C2+1 3 1+C3+11 3 1+C3+11 4 1+C2+11 3 1+C3+1 3 PLUS (2) ANCHORS AT OPERABLE VENT AND SECTION. (7) 63.000 1+C3+1 4 1+C3+1 3 1+C4+1 3 1+C3+11 4 1+433+1 3 1+C4+1 3 TIRED ANCHORS TOTAL AT HEAD AND SILL. 60.000 38.375 1.62+1 3 1+C2+1 2 2+62+21 2 1+62+11 3 1+C2+11 2 2+62+2 2 ANCHOR SPACING) 48.000 1+C2+1 3 1+C2+1 3 2+C3+2 i 3 1+C2+1 3 1+62+11 3 2+C3+2 3 (3" MIN. 0.C. 5 1+C3+1 3 1+C2+1 3 2+ ' 3 1+C3+11 3 1+C2+1 3 2+C3+2 3 MAX. 54:000 1+C3+1 4 1+C2+1 3 2+C3+21 3 1+C3+1 4 1+C2+1 3 2+C3+2 3 j ---183/4" -+1 I-•--3" MIN. 1+C3+1 4 1+C3+1 3 2+ I 4 1+C3+1 4 1+C3+11 3 2+C4+2 4 9"REF. X O 63.000 1+C3+1 4 1+C3+1 3 2+C4+21 4 1+C3+1 4 1+63+11 3 2+C4+2 4 MI PRODUCT REVISED PRODUCT Rwith EVISED 66.000x 38.375 2+C2+2 3 1+C2+1 2 2+62+21 3 2+C2+2 3 1+62+11 2 2+62+2 3 as 7P10rtdn Building Code 48.000 2+C2+2 4 1+C2+1 3 2+C3+21 3 2+C2+2! 4 1+C2+1 3 2+C3+2 3 MTG. RAIL lxNo JW -O • A xpwi 50.625 2+C3+2 4 1+62+1 3 2+63+21 3 2+C3+2 4 1+62+11 3 2+C3+2 3 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS . anion Deft Drama SOV/ (SHOWN IN TABLE KEY ABOVE) BY ' 1 54.003 2+C3+2 4 1+C2+1 3 2+C3+2 4 2+C3+2, 4 1+C2+1 3 2+C3+2 4 a i , v.do Prodoct 60.000 2+63+2 4 1+63+1 3 2+64+21 4 2+C3+21 4 1+C3+11 3 2+64+2 4 MAX. 63.000 1+C3+1 4 1+C3+1 3 2+64+21 4 2+C3+21 4 1+C3411 3 2+04+2 4 -•--18 3/4" 38.375 2+C2+2 3 2+C2+2 2 2+C2+21 3 2+C2+2! 3 2+C2+2i 2 2+C2+2 3 112"TYP 1--•-.3" MIN. 74,000 1243+Q 48.000 2+63+2 4 2+C2+2 3 2+63+2 4 2+C3+21 4 2+62.21 3 •1 •••• 4" REF. O ••••• l ^: 50.625 2+C3+2 4 2+C2+2 3 2+C3+2 4 2+C3+21 4 2+C2+$1 3 »e:3+1 f1 i• i •T 5 2+C3+2 4 2+C3+2 3 2+C3+2 4 2+C3 3 •2f�r4*' • Z) •• ••••• ptu 2+63+2 4 1+63+1 3 2+C4+2 4 +C3+21 5 2+C3+2 3 2+C4+2 4 MTG. RAIL - 4 1+C3+1 3 2+ 4 2+C4+21 5 2+C3+2 i 4 2+C4+2 5 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS :- ' ( Il 14r , 3.. 63.000 2+C3+2 ,�,,. • • • • • OX AND XO WINDOWS-. ; '` DRIVE•• • OHORAGE SPACING, N.... /L�Ybr: 7070 7E�HNOLaIY NyENICE, (♦34279. •',•r', VORIZONTAL ROLLER WINDOW, IMPACT '; , .:...:., ; . RnMYK Otls 11wYa�' • • 520 L � "' � +'''` • BOX �,V•,,,t • • . me m••Mo• rrr. A LYNN MILLER, P.E. Dumas wave �" X308 N2SI<�MI 34274 Via jy � H 710 NTS 10 + 11 4127-10 G P.E.N90705 ••• • • • • ••• • • • •.• • • • • . . • • • ••• • • • • • • • . . • • • •• • • • •• •• • • •.• • • 2x WOOD BUCK, NOTE 3 1 3/8" MIN. 'WOOD ANCHOR, NOTE2 DETAIL B TYPICAL FLANGE FRAME HEAD SECTIONS 1 /4" MAX. -.- SHIM WOOD ANCHOR, NOTE 2 1 3/8" MIN. "MIN. EDGE 1/4" MAX. SHIM --i CONCRETE ANCHOR, NOTE 1 2x WOOD BUCK, NOTE 3 1x WOOD BUCK, NOTE 3 DETAIL E DETAIL F TYPICAL FLANGE FRAME JAMB SECTIONS 1 1 1/4" MIN. (1.5 KSI CMU) ° OR PER NOTE 1 +' (3.4 KSI CONCRETE) 1 NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 1/4" ELCO TAPCONS EMBEDED 1 3/8" MIN. OR 1/4" S34 METE -FLAX EMD88DED 1 3/4" hili'.. MINIMUM DISTANCE FROivi ANCHOR TO CONCRETE EDGE IS 1 3/4". FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4" SS4 CRETE -FLEX WITH #12 TRIMFIT HEAD. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE 1 12" THICK OR GREATER. INSTAI 1 ATIf1N T1) THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6083-T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHE^ DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. 13/4" EXTERIOR INTERIOR "MIN. E.D (HEAb& SILL DETAILS A, B. C, D, & H) 'Ir CONCR AN OTE 1 N. 3.4 KSIi^ C CRETE DETAIL C 1/4" MAX. SHIM • NOTE 1 1 3/4" MIN. E.D. TYP. 2x D CK, NOTE 3 SEE NAILING INTERIOR (JAMB DETAILS E, F & I) EXTERIOR WOOD ANCHOR, NOTE 2 1/4" MAX. SHIM 3/8" MIN. 2-12" MIN. EMBEDMENT 5/8" MIN. EDGE DETAIL H (HEAD) NAILING .131 DIA. MIN. x 2 12" NAIL AT CORNERS AND 5" O.C. TYPICAL DETAILS G, H & I. SEE NAILING •• ••• • • • ti IyIIN• EbGE • • • • • • DETAIL D PICAL F E FRAME SILL SECTIONS • • • •214 • • MI. •• • D AILO SILL) DETAIL I (JAMB) -• • • /8" MIN. EDGE `- 5/8" MIN. 2-1/2" MIN. - SEE NAILING PRODUCT REVISED as complying with the Florida Building Code Acceptauca No 16"0 14.13 Expiration Data •rI.>iVi '2021 fly //#.., Miami ode Product Control TYPICAL INTEGRAL FIN FRAME SECTIONS Ronda,: 0rer: tuwaae Asada, Oda A.,hbra dam By: Date amiaa N' Dae F.IG 228/08 J.J. 3/23/08 i• •''!•! • 1D70TryHNOt GYDRNE N. K.E. 34271 • P.O.Box10e VbIAMIS, It 34274 ANCHORAGE DETAILS 3LQM-10RIZONTAL ROLLER WINDOW, IMPACT •c.r.*mw HR710 era Half •aat 11 s 11 Da.rtrv+>a 4127-10 A. LYNN MILLER P.E. P.E.N 58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 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: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.mia m idade.zov/economy This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section (In Miami—Dade County) and/or the AHJ (in areas other than Miami—Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described here' Code, including the High DESCRIPTION: Series urricane Zone.- com.1 with the Florida�uilding . • ••. • .. . . asetnent Wr tow Details ' LM & • - 40" Outswing Aluminum Casement Window - L•M% •• APPROVAL DOCUMENT: Drawing No: SM", sheets 1 through 11 of 11, dated 08/08/12, with revision B dated 05/05/16, pzepn e.d. by mennf idurer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami—Dade County P„rpglirpt Contrg1,J.9vision • • stamp with the Notice of Acceptance number and expiration date by the Miami=Ds'u18 Couthry,'bduct Control Section. • • LABELING: Each unit shall bear a p- ermanent label with the manufacturer's ntrave o; logo, F• jty, •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# 15-0519.13 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. • •• • • • ••. MIAMIOADE COUNTY APPROVED NOA No. 16-0629.21 Expiration Date: April 11, 2018 Approval Date: August 11, 2016 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 & SM", sheets 1 through 11 of 11, dated 08/08/12, with revision B dated 05/05/16, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminon sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spacer® NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and Y1 L -$97j) . dated. •1.146/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idaltis Ortega,1Er 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • 2) Uniform Static Air Pressure Test, Loading pee C, TAS 27026-94 • 3) Water Resistance Test, per FBC, TAS 202$4...' "'••••: • 4) Large Missile Impact Test per FBC, TAS 201i-94: ••••• 5) Cyclic Wind Pressure Loading per FBC, TAS 2173-94 • • • • 6) Forced Entry Test, per FBC 2411.3.2.1, audit ' i02-94 ' along with marked -up drawings and installation diagram of a series.CA74Q wtswing aluminum casement window, prepared by Fenestration Testing Laboratory' Joe. Fest 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-5th Edition (2014), dated 05/16/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.F. (Submitted under previous NOA No. 15-0519.13) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). aftitiO Manuel e~ • .E. Product Contro Exa iner NOA No. 1 1629.21 Expiration Date: April 11, 2018 Approval Date: August 11, 2016 E-1 PGT Industries Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. F. G.. STATEMENTS 1. Statement letter of conformance, complying with FBC-5e' Edition (2014), dated May 16, 2015, issued by manufacturer, signed and sealed by Anthony•Lynn Miller, P.E. (Submitted under previous NOA No. 15-0519.13) 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0519.13) 3. Proposal No. 16-0125 issued by the Product Control Section, dated March 09•,•Q16, signed by Ishaq Chanda, F.E. ••• •••• • • . •. • .. . ..•• • • .. • OTHERS• • • • 1. Notice of Acceptance No. 15-0519.13, issued to PGT Industries &their Series "CA 740" Outswing Aluminum Casement Window - L.M.I." approved An 07/16P1.1 `ami expiring on 04/11/18. •••• • .. •• •••• E-2 1 Manuel iserez Product Control E mine NOA No. 16- 29 1 Expiration Date: April 11, 2018 Approval Date: August 11, 2016 • • • • • . • • • •• • • • • .• • ••• • • • GENERAL NOTES .•...1 ELEVATION 11 GLAZING DETAILS 10 INSTALLATION • 62 ASSEMBLY TUBE DETAILS 3 ANCHOR SPECIFICATIONS 4 ANCHOR QUANTITIES 4 DESIGN PRESSURES •... W. ASSEMBLY DETAILS/BOM...... 10 • EXTRUSIONSISPACER.......... •-. 11 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 A11AMI.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 2% BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILRY 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. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/315 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: ANSVAF&PA NDS FOR W000 CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. 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 -.000" SG - 3/16 HS) 7 4 7/8" Lami. IG (1/8" An - 7/16" Air - 1/8" An - .090' PVB -118" 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. 10 (3/16" An - 1/4" Air - 3/18' An - .090' SG - 3/16" An) 9 7 7/8" Lam). IG (3/16" An - 1/4" Air - 3/18" HS - .090' SG - 3/16" HS) 7 8 7/8" Lami. IG (3/16" T- 114" Alr - 3/16" An - .090" SG - 3/16" An) 9 9 7/8" Lami. 10 (3/16" T -1/4" AIr - 3/16" HS - .090" SG - 3/16" HS) 7 PVB"= BUTACITE® gVB BY KURARAY AMERICA, INC. SW= SENTRYGLAS'" BY KURARAY AMERICA, INC. DESIGN PRESSURE RATING IMPACT RATING VARIES, SEE SHEETS 5-9 RATED FOR LARGE 6 SMALL MISSILE IMPACT RESISTANCE 4" MAX. 3T WIDTH 25.476" MAX. O.C. IF WIDTH IS UNDER 33.476" (HEAD & SILL r—►- B, SEE SHEET 2 69' VISIBLE LIGHT HEIGHT (DLO) I / \ l.rI \ I --------- N / X / / / / / 1 'I 11-1/2" MAX. A, SEE O.C. SHEET 2 1 6' MAX. O.C. _ USE ANCHOR PAIR AT EACH JAMB IF HEIGHT I5 26' OR OVER 5/1(1" SO A—J GLASASS STACKI— I/8"ANNEALED GLASS EXTERIOR 0 © 1111H//Y/. 11 .090" BUTACITES/B -BV KURARAY AMERICA. INC. 1/8' ANNEALED GLASS 11/16" GLASS BITE GLASS TYPE 1 r/18"AIRSPAC 118' ANNEALED OR TEMPERED GLASS EXTERIOR 7 a 6" HEIGHT L— -B 4' MAX. J 5/re"LAMINATED GLASS STACK I/6 -ANNEALED GLASS .080" BUTACITEBPVB 1/4' AIRSPACE BY KURARAY 3/16" ANNEALED AMERICA, INC. GLASS •�t16'ANNEALED 7n8 -LAMINATED GLASS STACK 3/16" ANNEALED OR I� HEAT-STRENGTHENED� GLASS 9B ///M\ 0 EXTERIOR .090" SCPOY KURARAY '—AMERICA. INC. 3/16 -ANNEALED OR HEAT -STRENGTHENED GLASS 7/8" NOM. GLASS STACK 11/16' GLASS BITE GLASS TYPES 2 & 3 EXTERIOR 11/16- GLASS BITE 4-12" MAX. O.C. IF W DTH IS 33.478' 8 OVER (HEAD 6 SILL) OPENING (DLO) YP. ELEVATION OF CASEMENT WINDOW STAND -• •2014 FLORIDA BUILDING • ASTM E1300-04 •ANSI/AF&PA NOS -2012 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADM -2010 • AISI-S 100-07/S2-2010 •• •• • • 1 • • •• 1•• • GLASS TYPES 4 & 5 7/8" NOM. GLASS STACK • A LYI•IS1111LER, P.FID • P.E.658705 • 1070 TECHNOLOGY DRIVE • •N. VENICE, FL 34275 8 • P.O. BOX 1529 8 • NOKOMIS. FL 34274 • • 1/4' AIRSPACE 3/18"TEMPERED GLASS EXTERIOR— 7/16"LAMINATED GLASS STACK 3/18" ANNEALED OR HEAT -STRENGTHENED GLASS .090"SG®BY KURARAY AMERICA, INC. 3/18" ANNEALED OR HEAT -STRENGTHENED GLASS 11/16' GLASS BITE GLASS TYPES 6 & 7 hTn6-LAMINATED - - (IIASS STACK ANNEALED OR I HEATSTRENGI1IW ED GLASS II/I .090' SG• BY KURARAY 1 AMERICA, INC 3/16" ANNEALED OR HEATSTRENGTHENED GLASS �® U ��I111116" GLASS BITE ©.! 0 GLASS TYPES 8 & 9 Revised By: JR Dale: 05/05/16 Revision 5: ADDED SHEET II WITH SPACERS. Revised By: Dole: Revision 0: PRODUCT REVISED as complying with DA1 FWTIi* Building Cade ACKRptcacn No )G'-orD .21 piratic* Date �.Ti11U% '201a 6y V It i/, Miami • . • P1o4586 Description: GLAZING DETAILS Drown By: J ROSOWSKI 1,1/0: CASEMENT WINDOW DETAILS - LM & SM 0nle: 08/08/12 • CERT. OF AUTH. #29296 Serino/Model: CA -740 Scale: NTS Shoot: 1 OF 11 Droving No. MD-CA740-LM Rev. B ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 • • INSTALLATION OPTION 1 INSTALLATION ANCHORS INTO 2X W000. AS REQUIRED PER TABLE 3, SHEET 4 EXTERIOR EDGE DISTANCE EDGE DISTANCE 3 ©hiiL EMBEDMENT 0 �fr—MC.111MM 1 WINDOW HEIGHT 722 3 p Ii ATTACHED TO FRAME JAMB ATTACHED TO VENT JAMB VISIBLE LIGHT HEIGHT (DLO) ATTACHED TO FRAME JAMB ATTACHED TO VENT JAMB JAMB HARD- WARE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3. SHEET4. /— EDGE DISTANCE EMBEDMENT NT INSTALLATION OPTION 2 CONCRETEICMU INSTALLATION ANCHORS PER ANCHOR DIRECTLY INTO MASONRY. REQUIREMENT 1/4' MAX SHIM BUCK HEIGHT ATTACHED TO FRAME JAMB ATTACHED TO VENT SILL 32 33 BUCK WIDTH ATTACHED TO FRAME SILL INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL. 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. OPTIONAL ADDON FLANGE @ HEAD. SILL & JAMBS yk� NTSIBLE LIGHT WIDTH (DLO) FOR SNUBBER REQUIREMENTS, SEE TABLE 4, SHEET 4. BELS OPERATOR ARM ATTACH i0 VENT SILL SEE DETAIL!_ Al, BELOW ,1 2) ALL WOOD BUCKS LESS THAN 1-12" THICK ARE TO BE CONSIDERED IX INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-12" 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 114". 1X WOOD BUCKSTRIP, SEE NOTE2, THIS SHEET. 1/4" MAX SHIM T EMBEDMENT INSTALLATION OPTION 3 INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO MASONRY. VERTICAL SECTION B -B WINDOW WIDTH HORIZONTAL SECTION A -A I-.— 10" MAX. I / 10' MAX. F LI. -SEE DETAIL A2 BELOW •• ••• ,•-• • • • • • •...• .. S "• ♦ • • • •• • -• • ••, • • • • ••• • --•. • •_,•- • .• •• •.,• -.4 •• " `d • • • ••• - • • • • • • • • ••• • • ..• .... • • •;.• �-- .• •• • LYNNIIRL6i.P.E • • P.E.150705 1070 TECHNOLOGY DRIVE • A. VENICE, FL 34275 • • P.O. BOX 1529 • POKOMIS, FL 34274 L RT. OF AUTH. #29296 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: #12 STEEL SELF -DRILLING SMS, SEE TABLE 3. SHEET4. DADE APPROVED MULLION, ALUMINUM. STEEL FRAMING OR STEEL STUD. EXTERIOR EGRESS FORMULAS: WIDTH, WASH HINGE: WINDOW WIDTH - 13-172 WIDTH. EGRESS HINGE: WINDOW WIDTH- 7-12 HEIGHT: WINDOW HEIGHT - 6 VISIBLE LIGHT FORMULAS: WIDTH: WINDOW WIDTH - 7 HEIGHT: WINDOW HEIGHT - 7 Addtian.I Anel) is R.qu0.d .n .ech 6106 of the Frame Auemely lltbe (FAT) F Wlndow Anchor type 4 WMAh A B,C&D 1 17•-22.e" 0 0 1 23" - 25.9" 0 1 211"+ 1 1 F Wndow Anchor Type Hew ' B,C&D aLL 1" at" -22.r 0 0 •p 23" - 25.9" 0 1 I 26"+ 1 1 Revised Cy: Date: Revised By: Dote: Description: Revision B: Revision A: PRODUCT RGVISED m cemptyirtp With MO Fill Gadding Code 16-Q629"21 Acceptance NO Erpimtio0 Onto ^: ■ttoo:8 Miami ssK1e PradtE? Con. Drown By: CROSS SECTIONS & INSTALLATION J ROSOWSKI T,ne: uate: CASEMENT WINDOW DETAILS - LM & SM 08/08/12 Series//dodel.• Sete: Sheet: Drawing No. Rev: CA -740 NTS 2 OF 11 MD-CA740-LM B • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 010 • • • ••• • • WINDOW HEIGHT WINDOW I _ WIDTH f� 740 SERIES CASEMENT EXTERIOR WINDOW FOR SINGLE UNITS: 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. HND THE PRODUCTS 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. 6) 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) 10", SEE NOTE 7, THIS SHEET F1GURE 1: 740 740 SERIES FRA SERIES CASEMENT ASSEMBLYCASEMENT WINDOW TUBE WINDOW 740 SERIES CASEMENT EXTERIOR WINDOW JZ MIN. # 12 X 1" SMS THROUGH INSTALLATION HOLES di_ FRAME 740 SERIES ASSEMBLY CASEMENT TUBE WINDOW 10", SEE NOTE 7. THIS SHEET HORIZONTAL SECTION C -C MIN. #12X 1" SMS THROUGH INSTALLATION HOLES AWNING / CASEMENT / FIXED CASEMENT (X(0) FIGURE 2: 740 SERIES AWNING WINDOW D FRAME ASSEMBLY TUBE 740 SERIES —CASEMENT —.- WINDOW FRAME ASSEMBLY E TUBE 740 SERIES FIXED WINDOW 'SEE PRODUCTS NOA FOR INSTALLATION SPECS FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION D -D 740 SERIES AWNING WINDOW FRAME ASSEMBLY TUBE 740 SERIES CASEMENT WINDOW 740 SERIES CASEMENT WINDOW EXTERIOR VERTICAL SECTION E -E FRAME ASSEMBLY TUBE MIN. # 12 X 1" SMS THROUGH INSTALLATION HOLES 740 SERIES FIXED CASEMENT WINDOW 1) DETERMINE EACH INDIVIDUAL WINDOW TYPE, SIZE AND GLASS MAKEUP, SEE FI•URES•148, TINS SBEET. BETERy11NF•YOUFj WCHOR 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 "DESIGNPRESSUR( /PSF) F•O2�NEO A]YACIREDYO RVERTICAL FRAMEASSEMBLY TUBE" OR DESIGN PRESSURE (PSF) FOR WINDOWS ATTACHED TO A HORIZONTAL FRAMEASSEMBL TUBE' ENDI N WHICH VSAY 1HE II .ME 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. SHEEN, DETBIRMINE THSNUMBEet OF ANCHOGS NEEDSD IN THE HEAD, SILL AND JAMBS OF YOUR WINDOW. • • • • • • • • • • •• • • • • • • • • 5) INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3. NOTE THAT ADDITI(�IAL ANCH GH FF TITF1 E RAMI,• 1I,�TORHESUBSTRATE MAY BE REQUIRED (SEE SHEET 2), AND THAT MIN. #12 X 1" ANCHORS ARE TO BE USED THROUGH THB SME Ir T THE AS VBI Y TUBES$ 6'DEPAliSON THIS SHEET). • PRODUCT REVISED m complying with the Florida Building Code 1/1.06j24.'ZI Acceptance No -i E ,'ration Date A" -^r�,t I11, • IS ✓ i Miami n ode Product Oce d FRAME ASSEMBLY TUBE NOTES: 1) DIMENSIONS SHOWN ARE 11P -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 WRH 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 CONF1GURATIONS, 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: A4OIIbMl Anchom Requited on each Side albs Frame Assembly nib. (FAT) F Window Anchor Type Width A 5.050 aLL 9 17"-22.P 0 0 23" - 25.9" 0 1 2d"+ 1 1 r- Window Anchor Type i Height A B,CL0 t 17"-22.9" 0 0 23" - 25.9" 0 1 26'+ 1 1 p N O co $ O 0 c m LL O M 6 Z O ti �U A. LYNN MILLER, P.E. P.E.# 58705 CERT. OF AUTH, #29296 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • Window Anchors Required Anchor Window Width On) under 23* 25.75/16' 273/4' 30' 39.72' 35" Hollow Block Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A . • •up A 8 C&D A 8 C&D A 6 C&D A B C&D A 8 C&D A B C&D A B C&D p ra g Y ' render 23" Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 HeadISIII 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 25.15r16' Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Head/516 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 8" Jamb 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 Jamb 4 4 4 4 6 4 4 6 4 4 8 4 4 6 4 4 8 4 6 6 4- Head/SIII 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3� 5(8" Jamb 4 6 4 4 8 4 4 6 4 4 8 4 6 8 4 6 6 4 8 6 -4` liesd/SllI 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 Jamb 6 6 4 6 6 4 6 8 4 6 8 4 6 8 4 8 8 4 6 8 4 HeadISW 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3J _.`J 83; Jamb 6 6 6 6 8 6 6 8 6 6 8 6 '6 8 8 6 6 6 6 8 e Head/SIII 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 72' Jamb 6 8 8 6 8 6 8 8 6 8 10 8 8 10 6 8 10 8 6 10 8 He.d/SIII 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 76" Jamb 8 8 6 8 8 8 8 10 6 8 10 6 8 10 6 6 10 8 8 10 8 Head/SIlI 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 84'Jamb 8 8 6 8 10 6 8 10 6 8 10 6 8 10 6 Head/S61 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 • Group Anchor Substrate Min. Edge Dlatenoe Min. O.C. Distance Min. Embedment Anchor Plate Required? A 1/4" steel Ultracon Hollow Block 1" 8" 1-1/4' No *14, steel SMS (G5) or 014, 410 SS SMS S. Pine 5/8' 1" 13/8' No 6083-75 Alum. 3/8" 5/8" .050" No A36 Steel 3/6" 5/8" .050" No A853 Stud, Or. 33 3/6' 5/8" .035', 20 Ga. No 6 612, steel SMS (G5) or612.410 SS SMS S. Pine 5/8' 1" 14/8" No 606375 Alum. 3/8" 5/8' .050" No A38 Steel 318' 5/8" .050' No A653 Stud, Gr. 33 3/8" 5/6' .035', 20 Ge. No C .._-_...,_ 2.85k Cenomle 2-V2" 4" 1-3/8" No _ c114' steel Uitracon 2.85k Concrete 1" 4' 1314" N0 - HolloW Block 2.112" 5" 1-114" No _..... 612, steel SMS (05) or 012, 41D SS SMS S. Pine 5/6" 1" 13/8' Yes 6063.75 Alum. 3/8" 518' .0713" Yes A36 Steal 318' 5/13".050" Yes A653 Stud, Gr. 33 3/8" 5/8' .045", 18 Ga. Yes D 614, steel SMS (G5) or 614. 410 SS SMS S. Pine 5/8" r 13/8" Yes 6083-15 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 Gs. Yes 2.850 Concrete 1" 4' 1-3/4" Yes 2.85k Concrete 2-1/2" 4" 14/8" Yes 114' steel Ulbecon Hollow Block 2-1/2" 5" I-1/4" Yes Filled Block 2-1/2" 4' 13/4' Yes 1/4" 410 SS CreleFlex 3.35k Concrete 1" 5" 13/4' No Hollow Block 2-1/2" 5" 1-114" No 5/16" steel Ultrecon 3.5k Concrete 1-1/4' 5" 13(4" No Hollow Block 3-1/8" 5" 1-1/4' No Filled Block 2-1/2' 5" 1-3/4" No NOTES 1) ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. 2) ANCHORS MAY BE HEXHEAD, PANHEAD OR FLATHEAD. Jamb Snubber Locations Glass Type: PVB SG (Types 1, 4 & 5) (Types 2, 3 & 6-9) 63" aro None 1T max. gore lase Beguiled each end & 30' max O.C. iii 1? max. torn 12 max. horn over 63" each end & 30' max O.C. each end & 30' max O.C. PVB'= BUTAC TATB BY KURARAY AMERICA, INC SG"= SENTRYGLAS1'DY KURARAY MAERICA, INC. 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. EXAMPLE 1: FOR WINDOW COMBINATION SHOWN BELOW, 7/16' ANNEALED SO LAM. GLASS, 1/4' MASONRY ANCHORS INTO CONCRETE, +70/- 80 PSF DP REQUIRED, NO ANCHOR PLATE CASEMENT ANCHORS: A) FROM TABLE 9, ANCHORS C & D ALLOW A DP OF +70/-90. 9) FOR THE JAMB. FROM TABLE 3. ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. C) FROM TABLE 2, 6 ANCHORS ARE REQUIRED IN EACH JAMB. D) 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 (SEE SEPERATE NOAk A) FROM TABLE 9, ANCHORS C & D ALLOW A DP OF +701-83.1. B) FOR THE JAMB, FROALTIVILE 1 JINCHOR TYPE C HAS Till ANCHOR WED SUBSTRATE DESIRED Ar) DOES NOIREeiLLII TIS AIICH1:R PIAT C) FROM TABLE 29, 6 ANCHERS AI2E?EC�IIRI� IIsAC�I J4( .• • • •• ••• •• • • • •• D) SIMILARLY, 3 ANCHORS ARE REQUIRED IN THE HEAD & SILL E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION 014 SHEET 1. F) PER RULES ON SHEI4 2. MALL 1 ADpItiQNA(�A*C�HOR ON TRE FRAM! ASSEMBLY TUBE SIDE of THF•FIXED M �IEAQ & SILL)ti e . • • . . . .•• • • • •• • • • • • • ••• • • ••• •• • PRODUCT REVISED es complying with Ur Fkrida Building Code r0'�! 21 58 Aocepta8No v�� e Jr.(Dole SAMPLE CONFIGURATIONS: %1 7 n1 x\ ix\\ /X; O %X\ 0 O 0 rIx\ O F 10-.: i x'•. /)\ O 1\ x\ L.._ ` 0 8 C O gOD o 0 al 0 occ � m 2 U O U) U 1 CERT. OF AUTH. #29296 81' ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • 1•• • • • ••• • • • • • • • • • •• •• • FOR GLASS TYPES: Mi(1/8AN=:090"7 11 4) 7/8' LAMIAG (1/8" AN "7/16"AIR ::118" AN - .090' PVB - 1/8" AN) PVB"* BUTACITE%13 BY KURARAY AMERICA INC. WINDOW HEIGHT - WINDOW WIDTH SEE SHEETS 1 84 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. 9.1911a6 - 19 - 1 PRODUCT REVISED as complying with the Florida Building Code n�. Aocoptancc Noi ' (X027 ''^4 Expiration Duo 4+741111 arrPtire Dy Miran de Product TABLE 8: - Window Width Design Pressure (per) Ix Single Windows, AS Anchor Groups Window Width under23' 25-15/16" 27-3/4" 30" 33-1/2" 36" 037' 7 037" under 23" +70/40 +70/-90 +70/40 +70/-90 «701.00 +70/-00 +7017) 25-15/16' +701-90 +70/-90 +70/40 +70/40 «701.90 *70/40 +70/40 38.30,8" .70/40 +70/40 +70/-90 +70/-90 +70140 +70/40 70/90 B 48" - 1*70/40 +70/-90 +70/-90 +70/-90 +79-00 +701.90+70/41 +701-90 +701-90 /4/ : +70/40 +70/40 +70/40 *70/411 *701-90 +70/90 +70/-90 •11 60' 0/-90 +70/40 +70/40 *70-005 +70/40.6 +70/-77.7C+70/-74.3 ' +70/90 nc +70/40 +70/40 *70/40 +70/84.3 +70/-76.5 +70/-73.7 +70170.1 +701.90 72" +70140 +70/47.2 +70/.77.7 *60/71.5 +601-624 *60/-80.9 +/-59.3 78" +70140 +70/-04.8 +70/.75.7 +1.673 *1- 58.9 +/- 572 *1- 55.6 84' +701-90 +70/40.4 +70/.71.3 *801.82.1 *I-'54.2 +70/A3 +70150 FOR GLASS TYPES: Mi(1/8AN=:090"7 11 4) 7/8' LAMIAG (1/8" AN "7/16"AIR ::118" AN - .090' PVB - 1/8" AN) PVB"* BUTACITE%13 BY KURARAY AMERICA INC. WINDOW HEIGHT - WINDOW WIDTH SEE SHEETS 1 84 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. 9.1911a6 - 19 - 1 PRODUCT REVISED as complying with the Florida Building Code n�. Aocoptancc Noi ' (X027 ''^4 Expiration Duo 4+741111 arrPtire Dy Miran de Product TABLE 8: Design Pressure (p07 for Windows Attached to a Vertical Frame Assembly Tube Window Width Window Width under23' 25.15/16" under 23" 25-15116" 273/4" 30" 33./2" 35" 037" Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor0�� A8 A 8 C D A B C & D B ACBD 6 ACBD A 6 CBD B A,C8D B "A, CBD +70/78.5 under 23" .70/-90 +70/40 +701-90 +701-90 +70/40 +701-90 +70/50 +701-90 +70/.90 +701-90 +70/90 +70/-90 *70/-90 +701.90 +701-90 +70/.90 +701-90 +70/-90 25-15/16" +70/40 +707.90 +70/90 +70190 +701.00 +701-90 +701-90 +701-90 +70/-90 +701-90 +711-90 +701.90 +701.90 +701-90 *70/.90 +70/.90 +791-90 +701-90`+71190__ +70/-90 v 35.3/8" +70/90 +701-71.8 *70190 +70/-90 +70151 *701-90 +79/40 +70/-90 +70/.90 +70/-90 • +70/-90 +70/.90 +701-90 +70/A3 +70150 +701.90 +70'-90 +70/-90 +70/-00 48" +70/.73.1 +157.3 +791-90 +70140 +1-048 +701-90 +70/-90 +70/.90 +70/-90 +70/-87.8 .701-90 +70150 +70/.79.6 +701.90 +70/.90 +70/-90 +70/-98.9 +70/40 g 2 50-5/8' +/-89.3 +1.54.3 +791.90 +70/-90 +1.61.4 +701.90 +70/-90 +70/.90 +70/.90 +70/-832 +701-90 +70/50 +70/-74.6 +70/.90 +70/99.2 *701.90 +70/-84.3 Ir1; *-87.3 80" +/-58.5 +1-458 +70/-84.7 +70/-90 +1518 +70/81.2 +701.90 +701-75.9 +701-90 +70/.70.2 +791-98.5 +70/.80.3 .1.829 +70150.8 +70/.75.2 +70/.77.7 +70/-712 +101:74:3- • 53" +155.7 +/438 +70/80.7 +70/89.5 +/49.3 +701-77.3 +70/.90 +791-72.3 +70/-90 +1-66.9 +791414.3 +70/-78.5 +159.9 *701.76.5 +70/.71.6 +701.73.7 +187 8 +711-70.1 inowr. Design Pressure (pep br Windows Attached to a Horizontal Frame Assembly Tube Window Width under23' 25.15/16" 273/4' 30" 33112 35' 37" Anchor Group Anchor Group Anchor Group Anchor Group Arlchor Group Anchor Group Anchor Group All All A8 AU B A,C8D A 5 CBD A B C&D gi z E under23' +701-90 +70/40 +70/40 +70/.90 +70182.1 +70/40 *70/40 +70/78.5 +70/40 *70/-90 +70/-74.3 +701-90 2545/16' +70/40 +70/40 +70/40 +701.90 +70/93 *70140 +70/88.8 +70/40 470140 +70/44 +70/80 +70140 38-3/8' +70/-90 +70/40 +70/40 +70/-00 +707-90 +70/40 +70141) +70/40 +70/40 +701-90 +70/-90 +70140 48" +70/.00 +70/40 *70/40 +70/40 470/90 +70/40 +70/90 +70/-90 +70/40 +j '40/43 -0/-90• 50-5/8" +70/40 +70/40 +70/-00 +70/-00 +70/-00 +70/-90 +70/90 +70/.90 +70/40 +76/89.2 +70119.2 •+j0/-42 60" +79140 +70/40 +70/-00 +70/48.5 «70/40.6 +70/80.6 +70/-77.7 +70/.77.7 +701-77.7 +70/74.7 +Mr4.9 • A91-763 63' +70/40 +70/45 *70/40 +70/44.3 +70/-79.5 +70/-76.5 +70/-73.7 +70-73.7 +70/-73.7 +76/40.1 •+1[/•10.1 • -0/-70.1 72' +701-90 +70/87.2 +70/-77.7 +70/-71.5 +90/82.4 +60/42.4 *60/-00.9 +90/-80.9 +60/.60.9 +/-59.3 +/89.3 +149.3 78" +70/40 +70/-04.6 +70/-75.7 *-87.3 *1589 +169.9 +1-57.2 +/.67.2 +/-57.2 +/-55.6 +/55.6 +1.55.6 84" +701-90 *70-40.4 +70-71.3 +60/821 +1.54.2 +1542 - • • • • NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. FRAME ASSEMBLY TUBE • • • r-' • • WINDOW • • • WIDTH ADDITIONAL ANCHOR (4), IF REQ. EET4 FOR WINDOW ANCHOR L&C 10100D QU7NTRIES, SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • • • • ••• • • ••• •• • FRAME 10" MAX( •-•-I ASSEMBLY TUBE WINDOW HEIGHT WINDOW WIDTH ADDITIONAL ANCHOR (4), IF REO. SEE SHEETS 1 8 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. rt m A. LYNN MILLER, P.E P.E./ 68705 CERT. OF AUTH. #29296 ••• • • • • ••• • 0 • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 19.14 • WINDOW HEIGHT L wllww k - WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTmES. FOR GLASS TYPES: 2) 7/16" LAMI (3/16 AN - .090" SG - 3/16 AN) SG SENTRYGLA ' BY KURARAY AMERICA, INC. PRODUCT REVIS6T7 • complying with the E101149 Building Code 4%041 41 AaaPW3Ce No . - i'i E. 'let • Date Num ♦able ' •• I HMI="4: - Window Wirth Design Pressure (psi) for Single Windows, All Anchor Groups 1Kmdow Width under 23' 25.15/18' 273/4' 30' 33-1/2" 35' 37" Anchor Group under23' +901-130 +901-130 +90/-130 +90/-130 +90/-130 +90-130 +901-130 8 20-15116" +90/-130 +90/-130 +901-130 +90/-130 +90/-130 .90-130 +901-130 B 383/6' +90/-130 +901-130 +901-130 +901-130 *901.130 +981-130 .90/-130 ce 48' +801-130 .901-130 +901-130 +90/-/30 +90/-130 .901-130 +90/-130 = 505/5' +901.130 +90/-130 +901-130 +90/-130 +90/-130 +901-130 .901-130 +70/.90 80' +901-130 +90/-130 *901-130 +901-130 +901.130 +901-130 +901-130 i 83" +90/-130 .90-130 +901-130 +901-130 +91W-130 +901.130 +901-129.6 +70.99 72' +901-130 +90/-130 +90-130 +901-130 +90/-129.1 .901-122.5 *901-113.8 +701-90 78" +90/-130 +901-130 +90-130 +901-130 +901-124.1 +90/418.7 +901-107.6 +70/-90 84" +901-130 +90/-130 +60/-130 +901-130 +901-118.4 +70690 .70/90 WINDOW HEIGHT L wllww k - WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTmES. FOR GLASS TYPES: 2) 7/16" LAMI (3/16 AN - .090" SG - 3/16 AN) SG SENTRYGLA ' BY KURARAY AMERICA, INC. PRODUCT REVIS6T7 • complying with the E101149 Building Code 4%041 41 AaaPW3Ce No . - i'i E. 'let • Date Num ♦able ' •• I HMI="4: Design Pressure (psf) ter Windows Attached to a Vertical Frame Assembly Tube Window Wirth Window Wirth under 23" 25-15116" 273/4" 30" 33-112" 35" ar Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A 8 C 0 A 8 CAD 8 A,CAD A B CAD A 8 C&D B A,CAO A 8 CAD T g g under 23" .701-90 «70/-90 +70/-90 +701-90 .701-90 +70/-90 .701-90 +701-90 +701-00 +70190 +70.90 .701.90 +70190 .70/90 .70-93 +70/.90 +701430 +70/90 +70140 .70.95 25.15/18" +701-90 .701.90 .701-90 +701.90 +70/-90 «701-90 +7090 .70/40 +70190 +701-90 +70.90 +701-90 +70.99 +701.90 479140 +70/90 .701-90 +70/40 +7040 +70/90 38-3/8" +701-90 +70-71.6 +70-90 +70/.90 +70/-81 *70140 +701-90 +70/-90 .70190 +70/-90 +70/90 .70/-90 +701-90 +70/90 .70-90 .70/40 +70690 .70/90 .70190 +70/90 48" +70.73.1 ./-57.3 +70-90 .701-90 +1.84.8 .70/.90 +7090 +70/-90 +70-90 .70/90 +70/-87.8 010-90 +7090 +70-90 .70190 +70/90 .70190 +70/.90 +7088.9 +70/90 50.5/8' +/-89.3 ./54.3 +70/-90 +70-90 +141.4 .701.90 .70/-90 .70/-90 +70-90 .70-90 .701.83.2 .70-90 +7090 +70/-90 +70190 *70.892 .70690 +70/90 +70-84.3 +70.90 60' +/58.5 ./-45.8 +70.84.7 .701-90 +1-51.8 .70 81.2 +70-90 +70-75.9 .70-90 010-89.6 .70-70.2 +70-90 .70.80.3 .70678.6 +70-90 *706752 +701-90 .70-90 +70.71.2 +70690 83" +/55.7 +/.43.8 +70/-80.7 +70.89.5 +1.49.3 .70-77.3 +70490 +70472.3 +70-90 +7095.3 +/-08.9 .70/-90 .701-76.5 +70/-74.9 +70-90 .70/-71.6 .70.90 +701405 ./-87.6 - .70/-90 • NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. Design Pressure (ps1) le W hdews Attached to a Horizontal Freme AssembN Tube WIDOW Window Wirth under 23" 2515/10" 27-314" 30' 33-1/2" 35' 37" I Ichor Group Anchor Group Anchor Group Ant0r Group Ichor Group Anchor Group Anchor Group Anchor Group 1• • f A9 All All A0 8 A,CAD A B C&D A 8 C&D Y g g83" under 23" +70.90 +70.90 +701-90 +70.90 .70.821 +70-90 +70-90 +70-78.5 +70/.90 +701-90 +70/-74.3 +70.90 25-15/18" .701-90 +70/-90 .701-90 .701-90 .70-90 .7090 +70.98.8 +70.90 +7090 +70/.94 +70.90 .701-90 383/8" +7040 +70.90 .70-90 +70/90 +70-90 +7090 +70-90 +70/90 +70-90 *701) ! jlal-9Q ....71Y-52, 48" .701.90 .7W-90 +70-90 +70/90 +70/-90 +701-90 .70-90 .70/-90 .70/-90 490/-90 +18194 •r70000 $ 50.5/8" .701-90 +70-90 +701-90 +70/-90 +70.90 .70-90 +70-90 +70/-90 .70-90 Ni -90 i6'/ -9Q 791 0: 80" .70-90 .701.90 +701-90 .701-90 .70-90 +70-90 +70-90 +70/-10 .70.90 70/410 *7•/-94 40'0 1190 e *70-90 .701.90 +70/90 *701-90 +70-90 .70-90 +70-90 .70-90 +70-90 M-90 "g/51-90 + 7045 72" *70-90 .70.90 .70190 +70/.90 .70/-90 +70.90 .70-90 +70/-90 .70.90 .701-90 +70.90 +701-90 78' +701-90 +7093 +701.90 .70-90 .70-90 +70.90 +70-90 .70/93 +701-90 +70/.90 +70-90 .70140 84" +70-90 +70/-93 +70-90 .70/-90 +70-90 +701-90 • • • t e - • - - - NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. HE E7Si 6 4 FOR WINDOW ANCHOR t,0C4TIOPI4AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REOUIRED FOR THE FRAME ASSEMBLY TUBE 6 • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • • • • ••• • • ••• •• • 10" MAX -� I WINDOW HEIGHT L _ WINDOW WIDTH FRAME ASSEMBLY TUBE ADDITIONAL ANCHOR (4), IF REO. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR 111E FRAME ASSEMBLY TUBE. PRESSURES PER Il 0 0 0 I- hZ Pr U Otrir6- A. LYNN KILLER. PE. P.E.w5E1705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • 6 1 • • •• •• • • • •• •• ••• • • • ••• • • FRAME WIDOW HEIGHT ASSEMBLY TUBE 10" TMAX. I ADDITIONAL ANCHOR (4), IF REQ 9 • 1• • f WIDOW I-_ r • •-1 WIDTH r� HE E7Si 6 4 FOR WINDOW ANCHOR t,0C4TIOPI4AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REOUIRED FOR THE FRAME ASSEMBLY TUBE 6 • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • • • • ••• • • ••• •• • 10" MAX -� I WINDOW HEIGHT L _ WINDOW WIDTH FRAME ASSEMBLY TUBE ADDITIONAL ANCHOR (4), IF REO. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR 111E FRAME ASSEMBLY TUBE. PRESSURES PER Il 0 0 0 I- hZ Pr U Otrir6- A. LYNN KILLER. PE. P.E.w5E1705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • 6 1 • • •• •• • • • •• •• ••• • • • ••• • • 10 /1,24,20 FOR GLASS TYPES: a - TABLE 11: Design Pressure (ptQ for Single Windows, All Anchor Groups 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 - SG - 3/16" HS) PRODUCT REVISED m complying with the Flaide Cede 1(p-D(o7Fj.11 Window Width .090" IG: T 1/4" AIR 3/16" HS SG 3/16" HS) Acceptance No Acceptance E 'ratios Date *1'e If 4.113 under 23' 25.15/18" 27314' 30' 33-1/2' 35' 37' 9) 7/8" LAMI. (3/16" - - - .090" - / under 23" .901-130 *90/-130 +901-130 +901-130 +90/-130 *90-130 .901-130 5G'= SENTRYGLAS4BY KURARAY AMERICA, INC. Dy hdi,.l..'. f„,I Miami Jade' 25.15118" +901-130 .901-130 +90/-130 +901-130 +901.130 +90/-130 +90/-130 rc1A.cl .,,• 38.3/8' +901_130 +90/-130 *90/-130 +90/-130 +90/-130 +901-130 +60/-130 4 49' +90-130 +901.130 +90/_130 +901-130 +90/-130 +90/-130 +90/-130 2 506/9" +90/-130 +90/-130 +90/-130 +901-130 +904-130 +901-130 +90/-130 03 if 60' +90/-130 +80/-130 +901-130 +901-130 +90/-130 *91-130 *901-130 WINDOW HEIGHT 83' +90/-130 +901-130 +90/-130 .80/-130 *901-130 +901-130 +901-130 72' +90/-130 +901-130 +90/-130 +901-130 +90/-130 +90/-130 +90-130 75 +961.130 +90_130 +90-130 +90_130 +90/-130 +90I-130 +9W-130---.-1WINOOW k -W 94" +901-130 +901_130 +80/-130 +901-130 +90/-130 WIDTH 0.. C/)2 SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. (9 Z 2 tQ(,� i S 0 o 2 TABLE 12: 1 r Desig) Pressure (psl For Windows Attached to a Vertical Frame Assembly Tube - z Ur -1 H LL O Window Width W m under 23" 25-15/16" 27-3)4' 30' 33.1/2" 35" 37" OW. o u1 Anchor Group Anchor Group Anchor Group Anchor Group Moor Group Anchor Group Anchor Group .-- IGN PRESSURES EMENT WINDOW I CO A 8 C 0 A B . C&D 8 A,C&D A 8 C & D A B _,+70.90 C&0 5 A,C&D A B C&D Op under 23' +70-90 +701.90 +701-90 +701-90 +70130 +701-90 +70,90 +70,90 +70,90 +701-90 +70190 +701-90 +70-90 +701-90 +701.911 +701-90 +70-90 +701-90 .70-90 W 0 Z 25.15116' .70/-90 +70/-90 .70/90 +701,90 +70/-90 +701.90 +7030 +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 8 .... 8 0 t I 38-3/8" .70,90 .70-71.6 +70/-90 .70190 +70/-81 +70-90 .70-90 +701-90 +70-90 .70490 +70-90 +70.90 +70-90 +70.90 +70-90 +70-90 +701.90 .70-90 +70/-90 +70,90 SOWSKI a8 48" +70/.731 +/57.3 +70/-90 .70.90 +144.8 .70-90 .70.90 .7030 +70-90 .70-90 +70.87.8 +70.90 +7090 +70-90 +70.90 +70-90 .70-90 +7090 +70.89.9 +70.90 -8 50518" .1489.3 +154.3 +70/-90 *70.90 +161.4 +70/-90 +70-90 +70-90 +70-90 +70/-90 +70,832 +70-90 +70-90 +70-90 .70 93 +7099.2 +70/-93 +70.90 +70-84.3 +70-90 0 80" +158.5 +1-45.8 +70/94.7 .10/-90 4151.8 .70-81.2 +70-90 +70.75.9 .70.90 +70-89.8 +70/-70.2 +70-90 +70-00.3 +70.78.8 .70.90 +70/-752 .70/-90 +70.90 .70-71.2 +70-90 _ ti 83" +1-55.7 +4-43.13x70$0.7 +70.89.5 +1-19.3 +70.77.3 +70-90 .70-72.3 +70-90 +70/95.3 +198.9 +70-90 +70.78.5 +701.74.9 +70-9D +70-71.8 +701-90 +70585 +/57.6 +70-90 m5: e" Q E n W LI < &V FRAME ,r o` -) -1 o ❑ ) O in TABLE ' 13: 101 MAX ASSEMBLY TUBE T to Design Pressure (P30brWindo7/sA9echetltoaHortrontalFrame AssemtlyTube T Inn o �mry rn Wmclow Width } WINDOW FRAME WINDOW HEIGHT >n nM �.� a; under 23" 25-15/16" 27.3/4' 30" 33-1/2" 35" 37" HEIGHT ASSEMBLY l 5n• -.,e w , e 3a Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group MclbrGroup Anchor Grail TUBE 10" MAX.It WINDOW F� ADDITIONAL WIDTH ANCHOR \ l'6'8 _ * ci a a 0 u. 0 All Al All All B A, C& D A 8 C& D A 8 C & 0 (4). IF REQ. . 0 z 23" +70190 +7090 +70190 *70190 +7092.1 +70-90 +70-90 +70-78.5 +70-90 +70-90 *70-74.3 +70.90 ADDITIONAL SEE SHEETS 1 & 4 FOR WINDOW ANCHOR under 25-15/18" .70-90 +70-90 *70-90 .70-90 .70, 90 +70-90 +7098.8 +70/-00 +70-90 +70-84 +70-90 +70-90 ANCHOR (4). IF REQ. LOCATIONS AND QUANTITIES. SEE SHEEP 38-3/8" +70-90 +70-90 +7090 +70-90 +7090 +70.90 +70190 +70-9) +70.90 +70-90 1 •70490, • +4101-911 r • • 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY r 48' +70.90 +70-90 +7W-90 +70-90 *70-90 +7W-90 •70190 +70-90 +70-90 +70-90. +70-90 4 40/.1 • • •_.i DOW 1....- TUBE. '. I' 50-5/8" +70.90 +70.90 +10190 +70190 +7090 +70.90 +70+90 +70-90 +70-90 +7(Y-90 • +70/-90e • +70/-9111 • • • • • ' :ill _ 80" +7090 +70190 +7090 +70.90 •70-90 +7W-90 +7090 •7W-90 +7W-90 +70-90 • R70- • • *71ki9II • 241t SAEEIS 1 1 4 FDR WINDOW ANCHOR 8UANTES. . . 53" *70.90 .7090 +7090 +7090 .70-90 +7090 *70.00 +701-90 +70-9) +70-90 *70-90 +7W-90 LOCA1TONSAND SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS �- 72" .709 0 .70190 +70 0-9 +7090 .7090 +70.90 *7090 *70/40 +70/43 +70-90 *70-90 *70 REQUIRED FOR THE FRAME ASSEMBLY !-9) "� 6 1 U 6 78" +70-90 +70-90 +7090 +70190 *70190 +7090 .7090 +70-90 +70.93 +70.93 +70-9) +70-90 TUBE. - 84" +70'190 +70.90 +7090 +7090 +70.90 +70.90 • • • • ,i.• •••• • • • • • • • • . • • • • • • • • • • • • • • • • •• • • NOTES:1 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. • • • • • • • • • ••• • • ••• •• • 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. . .. ALYNN E.958P.E. P.E.# 5970505 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 0041 • • • 000 • • TABLE 14: TABLE 15: FOR GLASS TYPES: 5) 7/8" LAMI. IG: (1/8" T - 7/16" AIR - 1/8" AN - .090" PVB - 118" AN) PVB"= BUTACITE•'VB BY KURARAY AMERICA, INC. WINDOW HEIGHT 1 WINDOW WIDTH SEE SHEETS 1 8 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. 14 In PRODUCT REVISED to complying widt die 91Otida BuitdOtg Cuda AcwPmnm No Expiration Dam :PI. int 1,;',17iami 414 node ProduLt - Widow Width Design Pressure 0.0 br Single Windows, All Anchor Groups Window 1A4dth under23' 25-15/16' 27-3/4" 30" 33.12' 35" 37' Anchor Group under 23" +70/-90 +70190 +70-60 +70/-00 +7040 +70/-90 +70/40 B 25-15/16' +70-90 +70-90 +70.90 +70-00 +70-00 +70/-90 +70.90 B 393/8' *70.90 +70/-93 +70-90 +70.90 +70/-90 +70-90 +70.90 g26-16/16" 2 88 2S g 48" .70.90 +70/-90 +70-90 +70.90 +70-00 +70/-90 +70.90 +70/-90 505/6' +70-90 +7W-90 +70.90 +70-90 *70-00 +70-90 *70/40 +70/40 60" +70-90 +70.90 +70-90 +70/43 *70-90 +7(9-06.9 +7044.6 +70/40 63' +70-90 +70/-90 +70.90 +70.90 +70187.2 +70/44 +70.79.9 +70/.90 72" +70-90 +70/.90 +70-08.5 +70.81.5 +60-70 +50439.4 +80-07.0 +70/40 76" +70-90 +70-90 +70-88.3 +70W6.7 +60/572 +8055.2 +60/43.3 +75140 84" +70-90 +7090 +70-81.3 +601-70 +801-81.8 48" +70/-73.1 TABLE 15: FOR GLASS TYPES: 5) 7/8" LAMI. IG: (1/8" T - 7/16" AIR - 1/8" AN - .090" PVB - 118" AN) PVB"= BUTACITE•'VB BY KURARAY AMERICA, INC. WINDOW HEIGHT 1 WINDOW WIDTH SEE SHEETS 1 8 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. 14 In PRODUCT REVISED to complying widt die 91Otida BuitdOtg Cuda AcwPmnm No Expiration Dam :PI. int 1,;',17iami 414 node ProduLt TABLE 16: Design Pressure (ps0 for Windows Attached to a Vertical Fnrne Assembly Tube Widow Width undsr23" 2515/18' 27-0/4" 30" 33-1/2" 35' 37' Anchor Group Anchor Group Ancho Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A B C 0 A B CBD 8 A,CBD A B CBD A 8 080 B A.C&0 B A.C&D g26-16/16" 2 88 2S g under 23' +70/-90 +70/-90 +701-00 *70/.90 +701-90 *701.80 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70140 +70/.90 +70/.80 +70/40 +70/40 +70/43 +7(940 +70/-90 +70/40 +7W-90 +70/40 +70/-90 +70/40 +70/-90 +70/-90 +701-90 +70/40 +70/-90 +70/40 +70/-90 +701-90 +70/.90 +70/-90 +70/43 +70/40 +70/40 38-3/6" +70/90 +701-71.8 *70/40 +70/40 +75/41 +70/40 +70/40 +70/40 +70/-90 +70/40 +70/40 +70%90 +75140 +70/40 +70/40 +70140 470/40 +70/40 +70140 48" +70/-73.1 */-67.3 +70/40 +70/40 +1-84.8 +70/40 +70/43 +70/40 +70/-90 +70/-90 +70/47.8 470/40 +70140 +70/-78.6 +701-00 +70/-00 470/40 +70/-88.9 +70/-90 505/8' +109.3 +/-54.3 +70/-90 +70/80 +1-61.4 +70/40 *70/90 *70/40 +70/40 +70/.90 +70/432 +70/30 +70/40 +70/-74.8 +70-90 +70/.89.2 +70/40 +701-84.3 +70/-90 60' *-98.5 +1-45.8 +73/44.7 +70/40 +/51.6 +70/-81.2 +70/.90 +7W-75.9 +70/40 +70/-00.6 +70/-702 +70/40 +70/40.3 +1-029 +70/-90 +70/-75.2 +70/-08.9 +70/-71.2 +70/.84.6 63" +/-55.7 */43.8 +70/.60.7 +70.89.5 +/49.3 +70/.77.3 +70/40 +79/-72.3 +70/40 +70/45.3 +/-66.9 470/.90 +70/-76.5 +/-59.6 +70/47.2 +70/-71.8 +70/44 +/47.8 +70/.70.9 TABLE 16: NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. • • ••• • • • • • • •• • • • • • • • • • • WINDOW HEIGHT 10' MAX • • II • • a • •NINIIW • • • ••1 • W 1014 FRAME ASSEMBLY TUBE ADDITIONAL ANCHOR (4), IF REQ. !g tHE:TS; & 4FQWIND0W ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. • • • • • • • • • • • • • • • • •• • • • • • • ••• •• • 1D"MAX WINDOW HEIGHT FRAME ASSEMBLY TUBE WINDOW I� ADDITIONAL WIDTH ANCHOR (4), IF REQ SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND OUANTRIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. 0 00 uts W 0 c� Jt 2 co ots J 0) J Zie0 co Q �= U a m J 'cf z c e - LJ.. 0 ' c0 z A. LYNN MILLER, P.E. P.E.# 58705 0 Q ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • • • • • •• Design Pressure (pal) br Windows Attached to ■ horizontal Frame Assembly Tube Window Wath under 23" 25.15/18' 27-3/4" 30' 33-1/2" 35" 37' Anchor Group Anchor Group Anchor Group Anchor Group Amiss Grote - Anchor Group Anchor Group A6 All All All B A,080 A B CBD A B CBD E x= 6 g83" under 23' +70/-90 +70/-90 +701-90 +70/40 +7W-02.1 +70/30 +70/40 +751-78.5 +79/.80 +70/-90 +701-74.3 +75140 25.15/16" +70/40 +70/40 +70/30 +7040 +70/40 +7030 +7058.8 +70/40 +70/40 +70/-04 +70/-90 +7(940 393/8" •79/.90 +70/-90 +70/40 +70/40 +70/40 +70/40 +70/40 +70140 +70/40 +70190 Iwo.. . 74.40 4 43" +70/40 +70/-90 +70/40 +70/-90 +70/40 +701-90 +70/40 +70/30 +70/40 +70/40 • +79/-90 •17(11090 4 50.5/6" +70/40 +70/30 +70/-00 *70/40 *70/40 *70/40 +70/40 +70140 +70/40 +70/40 • -90•• Ii 701 % 60" *701-90 +70/40 +70/-90 +70/40 +70140 +70/40 +70/.88.6 +70/68.8 *70/-08.6 +70/44.6 +7(84.9 170/44.9 • +70/40 +70/40 +7030 +70/40 +70/-872 +70/47.2 +70/-84 +70/.4 +70/44 +70-70.9 •41.79, • •70/-790 • 72" .70/40 +70/40 +70/.88.5 *7041.5 +601-70 +60/.70 +601-09.4 +60/.69.4 +60/.69.4 +60/47.6 +60/47.8 *00/47.8 76' +701-90 +70/-00 +70/683 +701-76.7 +90/472 +60/67.2 +130185.2 +69/45.2 +80/45.2 +60/63.3 +BO/43.3 +60/43.3 84" +70/-90 *70/40 +70/61.3 +90/-70 +80/-81.8 +80/41.6 • • • • • NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. • • ••• • • • • • • •• • • • • • • • • • • WINDOW HEIGHT 10' MAX • • II • • a • •NINIIW • • • ••1 • W 1014 FRAME ASSEMBLY TUBE ADDITIONAL ANCHOR (4), IF REQ. !g tHE:TS; & 4FQWIND0W ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. • • • • • • • • • • • • • • • • •• • • • • • • ••• •• • 1D"MAX WINDOW HEIGHT FRAME ASSEMBLY TUBE WINDOW I� ADDITIONAL WIDTH ANCHOR (4), IF REQ SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND OUANTRIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. 0 00 uts W 0 c� Jt 2 co ots J 0) J Zie0 co Q �= U a m J 'cf z c e - LJ.. 0 ' c0 z A. LYNN MILLER, P.E. P.E.# 58705 0 Q ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • • • • • •• TABLE 17: TABLE 18: 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) "SGS SENTRYGLAS5BY KURARAY AMERICA. INC. T� WINDOW HEIGHT .� WINDTHDOW 1"- WI SEE SHEETS 1 8 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. PRODUCT REVISED as+implying with the Florida Building Cock .Acceptance No 16•oGZR•41 C 'rat . Date �,r1AI .. - Window Width Design Pressure (pep br Slagle Windows, All Anchor Groups Window Wdth under23' 25.15/16' 27-3/4" 3D" 33.1/2" 35" 37" Anchor Group under23' +901-130 +90/-130 +90/-130 +90/-130 *90-130 *90/-130 +90/-130 B 25.15/16" *901-130 +90/-130 +90/-130 +901-130 +90/-130 +90-130 +90/-130 0 363/8' +901-130 +901-130 +90/-130 +90/-133 +90/-130 +90-130 +901-130 C5D 48' +90/130 +90/-130 +90/-130 +90-130 +90.130 *90/-130 +90/-130 +70/4) 909/8" +90/-130 *90-130 +90/-130 +90-130 +80/-130 +90-130 +90.130 +70.90 80' +90-130 +90-130 +90/-130 +90-130 +90/-130 +90-130 +90/-130 i63" +70/40 +80-130 +90-130 *901.130 +901-130 *90/-130 +90-130 *90/.130 +70-99 72" +90/-130 +90/-130 +90-130 +901-130 +90/-130 +90-124.8 +90-115.7 +70/-90 76" +90-130 +90.130 +90/-130 +90-133 +90/-128.2 +90-116.7 +90-109.6 +701-90 84" +90/-130 +90-130 +90/-130 +90-130 +90-118.4 +701.90 +70/-90 TABLE 18: 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) "SGS SENTRYGLAS5BY KURARAY AMERICA. INC. T� WINDOW HEIGHT .� WINDTHDOW 1"- WI SEE SHEETS 1 8 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. PRODUCT REVISED as+implying with the Florida Building Cock .Acceptance No 16•oGZR•41 C 'rat . Date �,r1AI .. TABLE 19: Design Pressure (psp fa Windows Attached to s Vertical Frame Assembly Tube Window Width Window Width undo 23" 25.15f113* 27-314" 30" 33-/2" 35" 37" Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A B C 0 A B CSD B A,C6D A 0 C1D A 0 C81)B " A,CBD A B C5D 1 g6 "2 under 23" +70/-90 +70 -90 +70/-90 +70 0-9 +70.90 .70/40 +70/4) +70/-90 +7040 +701.90 +70-90 +7(8-90 +70-90 +70.90 +70-90 +70.90 +70.90 +70/-90 +70/40 +70/-90 25-15/16" +70/.90 +70/.90 +70-90 +701-90 +70/40 +70/.90 +7040 +70/-90 +7040 +70/40 +70-90 +70/-90 +70-99 +70.90 *7(4.90 +70/-90 +701-90 +70/.90 +70/-90 +70.90 38-3/8" +70/-90 +70/-7113 +70-90 +70-90 +70-81 +70/-93 +70-90 +70/-90 +70-90 +701-90 +70.90 +70-90 +70-90 +70/-90 +70-90 +70.90 +701.90 +70/-90 +70-90 +70/90 48" +70-73.1 +/-57.3 +70/-90 +70/-93 +/44.9 +70/90 .70-90 +70/-90 +7040 +7040 *70-37.8 +791-90 +7040 +701.90 +70.90 +70/-90 +70/40 +70-90 +70.88.9 +701-90 50-018" +1-69.3 */-54.3 +70-90 +70/-90 +1.61.4 +70/42 +7040 +70-00 +70-90 +70-90 +7043.2 +7040 +7040 +7040 +7043 +70-342 +70/40 N01-90 +70.84.3 +70/90 60" +158.5 +1-45.6 +70/-84.7 +70/-90 +/51.8 .7081.2 +70/-90 .70.75.9 +7040 +70/-89.6 .70-70.2 +70-90 +7040.3 +701-78.6 +70-90 +70-752 .70140 .7040 +70.71.2 +70.90 633" *155.7 +1-43.6 +70.80.7 *70-89.5 +/19.3 +70.77.3 +70-90 +70-723 +7040 +70/45.3 +/-60.9 +70-90 +70/-78.5 +70-74.9 +70 90 +70/-71.6 +70-90 +70.865 +1-87.8 +70/.91) TABLE 19: NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. • • . • • • • • • • • • • • • • • • ••_41 •• • 1 WINDOW HEIGHT 10" MAX. • • • • • I I /Dow • • �i °WIDTH rf FRAME ASSEMBLY TUBE ADDITIONAL ANCHOR (4), IF REO. • • • • 58E SUEEiS 1 & 4 IeOR WINDOW ANCHOR %OCAPIONE ANDQUANTITIES. 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 W 0 9c 0 m1` tl C rr m LL d0 H a. Z 'V U In A. LYNN MILLER, P.E. P.E.# 58705 CERT. OF AUTH. #29296 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Design Pressure (pat) for Windows Attached to • Horizontal Frame Assembly Tube Window Width under Z3" 25.15/10' 27-3/4' 30" 33-1/2" 35" 37" Anchor Group Anchor Group Anchor Group Anchor Group Mchor Group Anchor Group Anchor Group Anchor Group M A6 All All B A,C 8 D A B C 8 D A B C 8 D S s g under 23" +70/90 +70/-90 +7090 +70/90 *70-02.1 0/0-90 +70/-90 +70-70.5 +70/90 +70190 +70/-74.3 +70-90 25-15/16" +70/-90 +70/90 +7090 +70-90 +7090 +70-90 +70-09.0 +70-90 +70-00 +701-04 +7040 +70-90 383/5 +70-90 +70-90 +70/.90 +70-90 +70.90 +70-90 +7090 +70/-90 +70.90 +70/-90 • b70-10• • +719% 48' +70-90 +70-00 +70/-90 +70/.90 +70.90 +70-90 +70-90 +70.90 *701-90 *70.90 • *7040 8 +781-901 55-5/9" +70-00 +701-90 *7090 +70-90 *70-00 +70410 +70-90 +70/99 +70-90 +70/-90' •+70.90• ; +741/44 60" +70190 +70/90 +70-90 +7090 +70-00 +70-90 +70/40 *70/.95 +7090 470/40 470.90 • +7/-008 63" +70/90 +70/40 +70/4) +7090 +7047 .70-90 +70/43 +701-90 +70-90 +70-90 ....*7048 • +70406 72' +70/40 +7090 +70/40 +70/40 +7090 +70-90 +70/90 +70/40 +7090 +70/40 +70/-90 +70-90 75 +7(/-90 .70/43 +70/90 +70/90 +7040 .7040 +7040 +70/-90 +70-90 +70/90 +7090 +7090 84" +7090 +70/90 *7040 *7040 +7043 *70-90 • • • • • NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. • • . • • • • • • • • • • • • • • • ••_41 •• • 1 WINDOW HEIGHT 10" MAX. • • • • • I I /Dow • • �i °WIDTH rf FRAME ASSEMBLY TUBE ADDITIONAL ANCHOR (4), IF REO. • • • • 58E SUEEiS 1 & 4 IeOR WINDOW ANCHOR %OCAPIONE ANDQUANTITIES. 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 W 0 9c 0 m1` tl C rr m LL d0 H a. Z 'V U In A. LYNN MILLER, P.E. P.E.# 58705 CERT. OF AUTH. #29296 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 20: Item Dwp. # Description Material 1 7002 Mdiu Fratue Head, SIII SJaolu 6063-18 Alulil. 2 7071 Anchor Plate 6063-T6 Alum. 3 7003 Sash Top, Bottom & Side Rall 6063-16 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 C 7070 Oulb WcathcrstrIp.107" a.270" 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, WWr_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 Steal 21 7033 Operator Track &Slider (Dual Arm) Steel 22 7023 Egress Hinge (Heavy Duty), Manuf. by Truth Steel 23 7050 Egress Hinge/Washable (HD), Mend. by Truth Steel 24 Snubber, Anti -blowout Clip Steal 32 1713 Setting Block 5/32" x 3/16° x 1-1/4" EPDM 33 1714 Setting Blodk 5/32° x 7/16" x 1-1/4" EPDM 35 7036 Laml Bead B 6063-T8 Alum 36 7042 Lam! Bead C 6063-T6 Alkxn. 37 7059 Lami Bead D 6003-T8 Alum 38 1224 Vinyl Bulb Wstp (Thick) Flex PVC 70 39 1225 Vinyl Bulb Wstp (Thin) Flex PVC 70 50 Dow 899 Siliconeackbedding 60 7006 Screen Frame 3105-H14 Alum. 61 7040 Screen Corner Key PulYpropcene 62 Screen Cloth Fiberglass 63 1635 Screen Spline EM. PVC 64 320 Screen Spring Stainless Steel 70 134 Add-on Flange 6063-T6 Alcan. 71 7004 Frame Assy Tube 6063-16 Alum. 80 #8.32 x 1/2" Ph. Pn. Mach. ScrTYPE 6 Stainless Steel 81 1157 #8 x 1/2" Ph. Pn. SMS Stainless Steel 82 #8x 5/8" FI. Ph. SMS Stainless Steel 83 #8 x 7/8" FI. Ph. SMS Stainless Steel 64 #8 x 1" FI. Ph. TEK Stainless Steel 85 #8 x 1" Quad Pn SMS Stainless Steel 86 #8 X 1-1/2" Quad Pn SMS Stainless Steel 87 #10x 1/2" Ph. Pn./TEK Stainless Steel 89 #10.24 x 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 SASH CORNERS FRAME CORNERS INTERIOR •• '•Ali.: •; r•. • • =• • • .• • •. s • •� •• • -s • • 0. ='•' • • • • •• .61 „ : • •tl''t/'`.: -- ..•'. • • .: '•••••• • • • • • .• • • • • • • • 4 LYNN McLEF.P.E• P.E.#58/P5 •) • W • Revised By: Date: Revision B: Revised By: Date: Revision k PRODUCT REVISED a complying with aro Florida Building Code I(o-p(o29.2) Accptauce No Erymtion Dote ��,:1i$I' •sie //,, Minn s'„ thodtrt 1070 TECHNOLOGY DRIVE M. VENICE, FL 34275 • t'.0! &m 1529 • AKOlilS, T_ 34274 • CER 0P• RUTH. (/29296 Description: BOM AND CORNER VIEW Drown Br J ROSOWSKI Tutsi: CASEMENT WINDOW DETAILS - LM & SM Dake: 08/08/12 Series/Model: CA -740 Scale: NTS Sheet: 10 OF 11 MD-CA740-LM Rev. B ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • STRUCTURAL POLYISOBUTYLEN WITH DESICCANT KODISPACE 4SG TPS BUTYL & DESICCANT FOAM EXT. GLASS ALUMINUM REINFORCEMENT 5/16' NOM INT. GLASS DURASEAL® SPACER STRUCTURAL SILICONE FOAM WITH DESICCANT EXT. GLASS HOT -MELT BUTYL 3/16" NOM. INT, GLASS SUPER SPACER®NXTn POLYISO- BUTYLENE SEAL ROLL -FORMED STAINLESS STEEL EXT. GLASS DESICCANT FILL AREA 5/16' NOM. SILICONE SEAL XL EDGE TM SPACER INT. GLASS Part # Description Material 100 Kommerling 4SG TPS Spacer System 101 Quanex Super Spacer nXr with Hot Melt Butyl 102 Quanex Duraseal Spacer 103 Cardinal X. Edge Spacer See this Sheet for Materials REFERENCE TEST REPORTS: FTL-8717, 8968 & 8970 •• •••:::• •. • • .••.••• •• •• • .' •• • • •• •• • • .• • •_ • ••,• • • •• ••o •• • • • .• • •. • .062' NOM. .439' 2.919" 2,7 OFRAME HEAD, SILL & JAMB #7002, 6063-T6 — 11 1.356" 1T 0 J .441' .095" J J OANCHOR PLATE #7071, 6063-T6 706" .050' rr .865" 7 35 BEAD B #7036,6063-T6 117(1.--.--_L._.050" �— .569" BEAD D #7059, 6063-T6 • • .• ,• • •• • •'•`• • • A. LYNN WILCLR, P.t • • P.E.115DT05 4,10111 TGCHIADLOGY DRIVE • N• VEyICF• FL 34275 • • • P. BOK 1529 FCKOMIS,•FL 34274 Series/Model: CERT. OF AUTH. #29296 CA -740 3 SASH TCP BOTTOM & SIDE #7003, 6063-T6 1 .040" --w- 1.01.0000" .423' -i4 I- . 4 FIXED 60 SCREEN FRAME #7006, 6063-T6 .523' —� .050' —No.; .865' J 36 BEAD C #7042, 6063-T6 Revised By: Dote: Revision 0: JR 05/05/16 ADDED THIS SHEET WITH SPACERS. Revised By: Dote: Revision A: .125" .062' 1.124" 2.701" .093' 71 FRAME ASSEMBLY TUBE #7004,6063-T6 I-+- 2.203" jTrj 1 .093" .093" ADDON FLANGE #134,8063-T8 PRODUCT REVISED as complying with the Florida Building Code Acceptance Nn 16.OG29.2) Expiration Date Mimi P ,.. Tvoduct Cor Kern Description: EXTRUSIONS & SPACERS J ROSOWSKI Title: CASEMENT WINDOW DETAILS - LM & SM Date: 08/08/12 Scale: NTS Sheet: Drawing No. 11 OF 11 MD-CA740-LM Rev: B • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVLSION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.mia m idade.aov/economy This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction:.•. ER reserves the right to revoke this acceptance, if it is determined by Miami—Dade (.sou;ty Product•Centrol Section that this product or material fails to meet the requirements of the applicable buitdingcode.• • • ; • This product is approved as described herein, and has been designed to comply wit! ttr Florida• iuiltiing Code, inc ne one: ESCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion — MIL, • •. • •.: • • • . • 11 APPROVAL, NT: Drawing No. 6300JR, titled "Impact—Resistant Alurfirintraube jbititlt ns" • • sheets 1 though • 25 of 25, prepare y m u acturer,' , r re is on B dated 10/10/14, signed and sealed by Anthony Lynn Miller, P.E., bearing the Mia4-i3&ai County Product Control Revision stamp with the Notice of Acceptance number and expiration dite bythe Minnti'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. TERI 1 INAT:(ON 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 NOAH 14-1105.01 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. • MIAMI•DADE COUNTY APPROVED 410 NOA No. 16-0218.03 Expiration Date: May 26, 2021 Approval Date: Apri114 2016 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 Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision B dated 10/10/14, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 .... 6) Forced Entry Test, per FBC 2411.3.2.1, and•TAS 02-91••••• along with marked -up drawings and installation diagram • bf clipped • t.ttiminum mullions, prepared by Fenestration Testing Lab, Inc., Test 12��aoit No. �'TI;-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter clgted 05/05111, Signe4 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 •FBle-201Q • and with FBC Stn Edition (2014), prepared by manufacturer; daied 01/29'45, 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 Manue ez, P.E. Product Cont aminer NOA No. 6-0218.03 Expiration Date: May 26, 2021 Approval Date: April 14 2016 . ,PGT Industries Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5'b Edition (2014), dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, F.E. G. OTHERS 1. Notice of Acceptance No. 14-1105.01, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 02/12/15 and expiring on 05/26/16. E-2 G Manuel - .. , P.E. Product Contr miner NOA No. '4)218.03 Expiration Date: May 26, 2021 Approval Date: Apri114 2016 . .. . •• • .... . • .. . . .• • • • .... • • .• .. .•.. .. .• .... • • • ........ • • . • .. . • . •• • • . • . .. SUITABLE FOR ALL LOCATIONS REQUIRING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGURE 1: MULTIPLE MULLIONS SEE DETAILS A THRU G; SHEETS 24 OPENING WIDTH FOR VERTICAL MULL r. / - ' SEE DETAILS A-D,G,H; SHEETS 2.3 7777, ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE VERT NULL LENGTH HORIZONTAL MULL LENGTH /SEE DETAILS SHEETS 2-3 HORIZONTAL MULL LENGTH ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: MULL I LENGTH I' OPEN HEIGHT L MULL LENGTH SINGLE MULLION I—OPENINGWIDTH �! I OPENING HEIGHT FOR HORIL MULL SINGLE MULLION SEE CORRESPONDING DETAILS FROM FIGURE 1 ABOVE. SEE DETAILS A THRU G: / SHEETS 2-3 OPENING HEIGHT FOR HORIZONTAL SEE DETAIL E, MULL SHEET 3 FENESTRATION PRODUCTS MAY BE OF ANY TYPE. MUST BE MANUFACTURED BY POT. I—HORIZ. MULL LENGTH --1 GENERAL NOTES: 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS HAVE BEEN TESTED AS "FREE-FLOATING' AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL NOT HAVE A GAP OF MORE THAN 1/4' FROM THE CLIP. 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE W)NDLOADS 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 ATA 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 A5 REQUIRED TO PREVENT REACTIONS. 8) REFERENCE: TEST REPORTS: FTL-6443; ELCO ULTRACON/AGGRE-GATOR NOA'S 9) MULUONS AND CIPS 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. L STANDARDS USED: •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ANSI/AFBPA NDS -2012 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADM -2010 • A I S I -S 100 -07/S 2-2010 VERT. LJULL LENGTH OPENING%MOTH FOR VERTICAL MULL OPENING WIDTH FOR VERTICAL MULL MULTIPLE MULLIONS GENERAL NOTES 1 INSTRUCTIONS ..............._._.-....,,1 ELEVATIONS.. ........ 1 MULL TO 2X WOOD. ._._._2 MULL 70 IX & MASONRY.-. 2 INSTALLATION NOTES......_._2 MULL TO MASONRY.......-..-_.-.._3 MULL TO STEEL STUD.._,._._..._3 MULL TO MULL 3 ANCHOR SPECS,.... ................ 3 ALTERNATATE CLIPS 4 BAY MULL INSTALLATION. ....... 4 1 X 2 X .125 MULL SPECS- ....... _.,.5 1 X 2 X.375 MULL SPECS......- 8 1 X 2.75 X.976 MULL SPECB..___7 1 X 2.76 X.65 MULL SPECS-8 1 X 3.126 X.600 M1.LL SPECS.... -0 1 X 4 X .I25 MULL SPECS._......._10 1 X 4 X.376 TUBE MULL SPECS11 1 X 4 X .375 T MULL SPECS_.__ 11 1.25 X 3.100 X .285 MULL SPECS._ 12 1.25 X 3.26 X .100 MULL SPECS --13 1.2563.306.624 MILL SPECS„ 14 1.25 X 3.94 X.624MULL SPECS15 2 X 4 X 15 MULL SPECS.-.---16 2 X 6 X.26 MULL SPECS 17 1.28 X 2.11 X .125 MULL SPECS15 301X 325 BAY MULL SPECS._._._ 19 45' X 3.25 BAY MULL SPECS..._.- 20 MLXIION &CLIP DIMENSIONS_.._ 21.23 EXAMPLES 1 6 2.. ..... . 24 LOADING EXAMPLES.. 25 INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS/FT') FOR THE OPENING USING THE ASCE-7 STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 3) REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING 15 "RECTANGULAR' OR "TRIANGULAR/TRAPEZOIDAL'. 4) FIND THE CHOSEN MULLION'S MULLION CAPACITY (LBS/FT') FROM TABLES 1A THROUGH 16A. ON SHEETS 5 THROUGH 20 RESPECTIVELY, USING THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MUWON IS SPANNING VERTICALLY OR HORIZONTALLY). THE MULLION CAPACITY (LBS/FT) OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LBS/FP) 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. •• ••• • • • • • �E•• 6) FROM SUBSTRATE N ( MULTIPLE ANCHOR/ STRATi/ MICd u PAFMQrtY)A TTE Y APS Y) SELECT A N ANCHOR CLSAME SHEET AND USING IP PATTERN AND VERIFY THATITHE REQUIRED ANCHOR CAPACITY IS MET. • • • • • • • • •• ••• •• • • • •• 7)1F THE MULLION CAPACITY (LBS/FP) OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LBS/FP) 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 SAMESLIBSTRATE • 8) VERIFYCHE DESIGN PRIESURE EATING (LBSIFT•''}FORTHE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION CAPACITI•(LBS/14') OBTAINED f°ROTHE MULLION SYSTEM. TWE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION PRODUCT ASSEMBLY. • • • • • • • • • 9) HIL IW%•IT OCrIbN USEB 41113 T B F•VALUEVISED Ift 11,ECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FORA PERMIT. CC O 110 1 0 J 1 Z 80 0 y0 S2 z PRODUCT REVISED 5 complying with the Florida Building Oodc Acceptance, No 1 • E .irN'. Data ByUo� .� '- Ham ' - Product Con jr 12021 *1 1111 ,.\\• \0' .) LY NN Ai/ w. � lo LICENSE h ' No. 56705 �4 6 :n= :P '• �'L�. �' •., FC ORIOP. •' • C7�� /A LAM qk lE. FL P. 58705 ••• • • • • ••• • • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • DETAIL A: MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) EITHER THE STANDARD OR OFFSET MULL CUP MAYBE INSTALLED BY THIS METHOD. MUWON MULLION SEE SHEETS 21-23 FOR HOLE LOCATIONS EDGE DISTANCE FOR WOOD SCREWS EXTERIOR TYP. ANCHOR PER SUBSTRATE, SEE TA8LE516.1813 .260' MAX FOR ALL MULLIONS FRONT VIEW BUCKSTRIP AND ATTACHMENT BY OTHERS, SEE NOTE 1, SHEET 1. DETAIL B: MULLION ATTACHED TO IX WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) MULLION BUCKSTRIP AND ATTACHMENT BY OTHERS. CCC NOTE 1. SHEET 1. TYP. ANCHOR PER SUBSTRATE. SEE SEE TABLES 18.168 CONCRETE ORCMU ( • I DISTANCE, SEE SEE TABLES EDGE DISTANCE 10-168 FOR MASONRY ANCHORS EXTERIOR THE OFFSET CLIP IS RCCOMMENDED FOR FIN -FRAMED WINDOWS. BUT MAY ALSO BE USED FOR OTHER FRAME TYPES. NP. ANCHOR PER SUBSTRATE, SEE TABLES 16.168 EDGE/END DISTANCE SEE TABLES 10.180 SIDE VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. EDGE DISTANCE FOR MASONRY ANCHORS •• ••• • • • • • •• 2) QUANTITY OF ANCHORS AND MU W ON SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCBPTHE • CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES 014 TAE • • • FOLLOWING SHEETS. FOR DETAILS A -D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. • • • • • • • • • • • • 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET a • • 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI•DADE COUNTY APPROVIJ) ELCO ULTRACON OR ELCO 114' S.S. AGGREGATOR MASONRY ANCHORS. • • ••• • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • ••• •• • EMBEDMENT' Crooti' MIN 2.7 KSI CONCRETE OR CMU FRONT VIEW TYP. ANCHOR PER SUBSTRATE, SEE TABLES 18.188 BUCKSTRIP AND ATTACHMENT BY OTHERS, SEE NOTE 1, SHEET 1. SIDE VIEW DINER THE STANDARD 0l OFFSET MULL CLIP MAY BE INSTALLED BY THIS METHOD. to MN 1 1 N t1 W 2 0 J —J 7 z 0 N DD AO '8 0 „O Q z co O .O go PRODUCT REVISED at complying with the Soria DuildiiE Code Acceplanca No Ex •'ration Date 03 .FAL!_ /Lp21 • 110. / . O rfOdlNCI , • `.111111111/ \\��' ' ( LYNN M/(('��'�i X. 'ii ND_ 58705 ATI •' Of � 1 11 6. \ ....: : Jr ::.: :7_ -''' SSK)NAV E A. LfNN/M)LLE12�b.E. FL P.E.# 58705 • • • • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 0410 • • • 000 • • DETAIL E: r. MULLION TO MULLION IL --1 DETAIL C: —.123' MM. INTERSECTION NOTES: p ^ - MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CLIP SHOWN) MULLION VARIES F1) : ,..,..,•_.,. ; (U -CLIP) MAY BE INSTALLED IN "TEE' OR'CROSS' INTERSECTIONS. 2) MAY BE INSTALLED HORIZONTALLY \i nY ^ u. o e ` TYP. ANCHOR �--4 (SHOWN) OR VERTICALLY. B EITHERTHEo STANDARDo ` „ .. I PER SUBSTRATE,S1D-1 sEETAaLE51e-13a LN 3) SEE U -CLIP DRAWINGS, SHEETS 21-23 FOR CORRESPONDING MULLION. IUM TUBE MULLIONS and }m MULLS TO SHEETSET OFFSET MULL INSTALLED BY � \ ----.1 -- I-, TOP VIEW EDGE DISTANCE FOR MASONRY MULLION THIS METHOD •--- de v� 1 ANCHORS e ,%%,,, �i VARIES 1 ; N12 STEEL SCREWS, SELFION ANDD OR PREDRILL � ��n1ULL10N use SMS . MULLION m to O Ce D S O EXTERIOR THE OFFSET CUP IS }• EDGE DISTANCE ^ FOR MASONRY ANCHORS �, % RECOMMENDED FOR FIN•FPAMFD WINDOWS, BUT MAY / INTERSECTION 1.1 -CLIP Z g = /y F F - y FO w d e ALSO BEAMUSED TYPES. OTHER FRAME TMES. EXTERIOR ' N Z .- e - TYP. ANCHOR '.a SEE SUBSTRATE. n SEE TABLES IB•13B . SEE SHEETS 21.23 FOR I Z d �j Z O H Q Z $ N O O O' O TYP.ANCHOR HOLE LOCATIONS QQ r51� BUCKSTRIP /' /Y PER SUBSTRATE, SEE TABLES 18-138 VIEW F3ZI'=''Z�'� fn J Q AND ATTACHMENT// � FRONT DISTANCE DISTANCE SEETABLES CE I I -- (n 2 2 EMBEDMENT' .• - •• • •"! OTHERS, BHEET1.e 1, SEE .•-•.. �• _ •. 18.138 () d •Z d �,O > '• `' .• ... �, . _ •� EDGE • DISTANCE I- I-SEETABLES Q+ ``0(� SIDE VIEW MIN 2.7 KSI CONCRETE OR CMU MIN 2.7 KSI CONCRETE OR CMU 18.138 SIDE VIEW DETAIL D: N FRONT VIEW INSTALLATION NOTES: / 'b' MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) STRUCTURE 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. " • TYP. ANCHOR PER SUBSTRATE, ts0 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 --•i O SEE TABLES 18.138 SEE SHEETS 21.23 FOR ® PRODUCT REVISED ns complying with the Florida CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE ' HOLE �: ��` ��` LOCATIONS Building Code _ FloIG'dL • b3 FOLLOWING SHEETS. FOR DETAILS A -D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD.® 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3.® ...,. I ` MULLION .....____7„...1111,..- Acceptance Expires •. Duo ,�Csn • ?+02) Dy ,/ Vii, , •��/1'. 1 Mi Dade ' t �,W 111 a 111 5) FOR EL OUMASON NOR ELCO AGGREGATOR9 NRSEONLY ANCHORS.Y I-0ADECOUNTY APPROV•D•• ••• • • • •FROM• •• VIEW • • • • • • r. �(p flI FOR STEEL SDS THINNERTHN BUILDING DE. WOOD BACKSNT MUST THE USED. EDGE SEE TABLES 113-1311 1 i s •'Z`.•�\OC.NSS •'•.'i' ��11- -• if C A 2X • • • • • • • �i CODE,A2XWODDRACKERMUSTUSED. • • • • • • • • • •_ • • ATTACHMENT BY OTHERS. EXTERIOR USE WOOD ANCHOR SPECS SIDE VIEW �'Q'; - , _ -H ; N0, 55705 9/ NOTES: -• lK • • • • • • • • 1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD • • • • • • • • • •ANCHOR VALUES MAY BE USED. • • • • • • • • • • . • • • • • • • • 2) SEE CORRESPONDING MULLION TABLES, • • • • • • • • SHEETS 5-20, FOR QUANTRYOF SCREW • • • • • • • • • • •FL ---1) '• ST E OF ..i.::: , A.•'•.,FLCR\0?:•'...C.;\� ��/7'67(imp,k- �.s. 1S. A./SYN 4LEF2, P.E. P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 0410 • • • 000 • • DETAIL F: FIELD -MODIFIED MULLION CLIP (F -CLIP) SEE DETAILS A-E, SHEETS 2 AND 3 FOR INSTALLATION TO SPECIFIC SUBSTRATES. DETAIL G: ANGLE MULLION CLIP (ANGLE CLIP) SIDE VIEW SHOWN WITH IX4' X.125• MULLION STANDARD MILLION CUP MODIFIED TO FIT FELD CONDITIONS. MULLION O O O 0 TVP. ANCHOR PER SUBSTRATE, SEE TABLES 16.145 MULLION TOP VIEW DE AIL H: BAY MULLION INSTALLATION (ANGLE CLIP) 30' 0R 15' BAYMULL TOP VIEW TYP. ANCHOR /—PER SUBSTRATE, / SEE TABLES 1613 OR 168 EXTERIOR 2'X5'%.125 ANGLE CLIP, 2 PER MULLION END, MUST BE INSTALLED INSIDE OF MULL. 2'X 6" ANGLE CLIP, 2 PER MULLION END, MUST BE INSTALLED INSIDE OF BAY MULL N.,_TYP. ANCHOR PER SUBSTRATE. SEE TABLES 10.140 EXTERIOR EDGE DISTANCE PER ANCHOR INTO WOOD, STEEL, STANDARD CLIP TO BE ALUM, CMU OR MASONRY MODIFIED N.FIELD. Ar ®I e EXTERIOR INTO WOOD, STEEL.AUIM OR MASONRY EXTERIOR INTO WOOD, STEEL, ALUM, CMU OR MASONRY NOTES FOR INSTALLATION OPTIONS F: 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.25' X 2.11' X .125' MULLION. 2) SEE TABLES 18.130 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3) THE 2X5 CUP 15 NOT SUITABLE FOR THIS APPLICATION. • •• ••• • ••• • • •• •• ••• ••• • EDGE DISTANCE PER ANCHOR • • J►•• • • IES FOR INSTALLATION OPTION G & H: •• USE 2 ANGLE CLIPS PER MULLION END. CUPS MUST BE INSERTED INSIDE OF MULLION. • • • • • •ti DETAIL G: SEE TABLES 113-148 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR (HOLE LOCATIONS. 3) DETAIL H: SEE TABLES 15B OR 180 FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE • • • •• • • •• • • • • • ••• • •. • • LOC4TIONS. • • • • • • • • •••• ••• •• • m z 0 J W m H 2 a U a 2 yyN 0 0 ID m 3 1 A 1 NEIN MULLS TO SHEETSET 01 a� O Y m[0 `1 O PRGOUCT REVISED as complying with Wo Florida Building Code 1$ Acceptance No Y.0'. '54* . O Expiration Data •••• ••••••• • • • •••• . • •• • • •• •••• • • • • ••••• • • ••• • • •••••• • • •••• ••• •• • • ••• •• • • •••• • • • ••• •• •• • • •• • •• •• • •• • • • • • ••• • • • • • •• •••• • • •• • • • •• • •• •• • • •WV IF TABLE 2A Mullion cepnnny Ta11)n ohne) 1 a 2 x.378 Alum. Tube ... Opening WltlN(for v9Ncalty-sperclrpmelons) orOpait1gg lht(forhoAaaf-spjAilwmtillorlg: 5011 CO In 701n 801n 008• • • • 10010 • • • 1201n • 1401n 15018 Rectangular loading 719/7469. 199289 Rulenoular Loaraa5 TmpT6arg. Loa0ng Rectangular Loa00g TraSTdarg. Loodo Reda5Nu Loading Trap/ 6810. loading Rectangular I9adkO ])ap/tary.; RctnW 6r• cadmg de Trott rL • :leolan5ubr Tr Loamrg. .ln Rectangular LoadNg TnplTdug. Loading Rectangular loading Trapnnalp. loa8ug II a / 111 ;a 2.12' lak 1 il 191 ii 1 1 a1 il il gi il it lag I izi gag II il gag ii flit} gig if lag ii.ti 1.114' 2' 1 11:ii lit iiii 191 II la ii 1 it laI ii 11 lis iiag1 280109 11. fi 3 % g 42 In 170.0 020 1780 435 151.3 602 170.0 478 120.7 C52 170 0 506 1135 802 180.5 589 10 10 602 100.9 517• 0%5 52 IA Ws 757. 002 105.0 •017 04.5 552 180.0 517 50.7 002 160.0 617 451n 121.6 507 1380 419 101.4 507 1182 410 80.0 607 1007 403 76.0 637 1028 389 87.8 507 5995 1,4,..50 5 �07 •0�.. 3 "0.7, Y0� 5_.•300 332 be 43.4 507 09.0 320 360 507 20.0 398 50.825In 103.7 458 114.0 379 09.4 450 969 371 74.1 456 90.5 231 04.8 456 84.8 350 67.6 458 81.3 357 61.5 456 60.0 350 43.2 456 00.0 355 37.0 130 00.0 358 324 458 680 355 51 In 85.4 400 93.3 338 84.2 400 880 328 61.0 400 727 322 53.4 400 87,3 310 47.5 400 84.0 315 427 400 62.3 314 356 400 61,8 313 30.5 400 61.5 313 267 490 01.8 313 60 N ' 82.3 324 80 6 278 51.9 324 67.6 270 41.5. 324 61.2 261 360 321 469 260 340 324 419 257 91.1 324 420 256 260 324 40.5 253 222 324 40.5 253 16.5 324 465 253 6381 53.5 294 57.4 252 44.0 294 462 246 964 294 43.8 341 33.8 204 368 237 29.9 254 37.1 234 209 294 35.2 232 22.4 284 33.5 230 102 294 33.4 230 10.6 204 314 230 63In 40.8 288 49.6 230 360 268 42.4 225 33.4 200 37.5 221 29.2 260 34.1 216 260 208 31.8 215 23.4 200 29.0 212 19.5 268 20.0 210 10.7 200 27.7 200 14.8 260 27.7 200 721n 360 225 37.9 186 380 225 32.2 191 25.7 223 284 188 228 226 285 185 20.0 225 236 102 160 225 221 180 160 225 20.3 177 12.8 226 168 176 11.3 225 160 170 751n 30.6 202 32.0 177 255 202 27.2 173 21.9 202 219 170 19.2 202 21.5 197 17.0 202 19.7 105 153 202 10.4 163 12.8 202 167 180 106 202 15.9 158 9.0 202 159 158 791n 263 102 360 tee 210 192 251 105 20.2 102 22.0 182 17.7 192 19.7 150 15.7 152 161 157 14.2 192 168 155 11.0 192 102 162 10.1 102 14.4 160 8.0 192 14.2 150 901n 18.6 144 19.0 129 154 144 16.1 126 90 In 15.2 127 16.6 113 Anchor Capacity Table (Ib.) AnehorClip Pattema 60095.10: 2.7k Commie 3.5k Cap. No80e CMU Filed CAN PT Wood 81a1.1 Anchor Type: Y18'EboMracan 1/4'EkoUlBacon 5118' Elco UN•ew 3/16. Y18'ElwUll.eon i14'ElwWnwn 05 Elco A67036104 1016' Elco (85econ 114' 89 Elco AOpetlatar 610 Steel Bowe 035) 312 Steel 9016x(061 612 Steel Berm9357 Edge Ololene* (Ink 1' 2-92 4' 2.1/2 3.155' 1' 2.187 i' 2.12' 7 2.110' 2' 0.48' 0.54' 0.324' Embed eN (kW 1.3/4' lair 1.3/4- 11/4' 2' 1114' 1.114' 1.174' 1.1/4' 1484' 1.114' 2' 13/8' 13/8' teras 2 8re1.06151.75'1.61 O.C. / 6Ienderd or Mel 09.(Fl417 3505 3505 4505. ODD be 16145 2705. 280109 154184 740109 371159 60418/ 940159 341be 442)59 5005 4 Amnon. 1.16 -We. 0.C. r 5191484 (at Mel) alp Tip. 2): 4805 70016. NIA WA N/A WA 3015. NIA NIA WA WA WA 642 Me 695 Oa 112016' 4 Anchor. •9'8410.0.1(2) 215 Anglo Wga/Mg. 3k. 7805 70010e 6805 15605 18685 5405 5605 WA 7805 7485 8505. 10425. 6025 885159 11205 2 Anchors (50.45' Mit O.C. / 9436, h(o .105' Alum. (Fig. 4k N/A WA WA WA NIA WA WA WA N/A WA WA WA NIA NM 7165 1 Anchor /F-QIp(Fg. 6k 1955 1415 2255. 4455 6225 1955 1405 17710' 370Re 1075 332 be 4755 1705. 22110' 2805 2 Mahon (51.15' Me. 0.Cl F12p(Fig. Bk 2405 350 b' WA WA WA WA 1905 NO( WA WA NM WA 3915 442184 5605.9 NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP FIGURE 1: • • FIGURE 3: • • FIGURE 4: • • FIGURE 2: • • • • • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 5: FIGURE 6: • • • ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP ) 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 MINI,17d1M 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 SHEET25 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 21-4.1. 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 6083-T6 AND BEA MINIMUM OF .126' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .126" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 910 & 912 ANCHORS INTO WOOD MAY BE STEEL, 10.8 S.S. OR 410 S.S. -.j 1.000' f•- 2.000' 1' X 2' X .375' MULLION R Get 113 N Ca pO M L_ 1 W N 0 COJ CO iO S e8 O O z O Y 3 O O d� PRODUCT REV ISSD ea 02417,v)59 ith i5o1(58i2* 005ode Acceptance No / -0 I 6apimtion Dale Jr;.'IZ�- ,0 By i Miami ( ,RoducC•'�•� \(1 (1511111/// /' \\\� t\04;( LYNN 49/( 1'955 7 • ' No.50705 7' �,3 Q 8 6 ,^r :,,,%'... ,10 F : /Cl '//;S)()N L9 ' 1 ' A. LYNN MILER:P.6. P.E. FL P.E.9 58705 • •••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • •• •••• •• • • • • •• • • •• • • • • • ••• • _. - - TABLE 3A 1x2.76x .375 Alum. Tube Mullion 6061 899/0090610 Tmp10Wq. Load* L06drg �g 4210 481n 50.520 In 54 In 5014 0361 0361 7261 7610 7051 9001 061. 1095. 170.0 170.0 170.0 170.5 141.1 121.9 100.0 61.6 60.4 04.2 41.5 34.4 242 620 700 747 797 735 088 607 610 458 436 327 257 227 ff I 170.0 170.0 170.0 170.0 161.5 130.0 1124 55.0 72.6 87.0 43.1 35.4 247 41 41 435 624 563 612 625 670 622 443 400 341 200 257 205 6014 RUt. g1Yr Tr.917dan0. tmdn9 Los6119 I 170.0 170.0 170.0 101.3 117.0 101.6 55.3 06.0 �g 41 744 fiI Mullion C pac 'abl• (lba� • • • • • • • Opening Width (forwdicaly-spanningmUlo5s)cQOpiringFleapit (for lAdzaMaapspamingamilims) • • 120111 70 61 Roclag9rl 71091111000. Loading load. 0034 • 601.• • HSC10 0U1I Utu4Tran9. neer • . rtofdre basing 1.07100 . 0 .100 - - Fe . • 111mp161.n9. Loam •41509 116111•011464 7109156400. •14109 • Luadre 140 In Rsctangd.r Tim/Mono. Losing Lwda9 10061 Racrredr Nip/Ming. Losdre Lo.dre g I 11 II 11 I if I I �C6 1 II 170.0 470 170.0 060 170.0 050 1709 564 170.0 992 170.0 508 630 170.0 992 170.0 610 170.0 1110 170.0 1133 170.0 651 151.8 III I1p.0 1 170.0 11031 •6779 170;0 130.30 I �l5 �4 zea 6: 1 1g 141.7 e1 1307 1139 1170.• 6340 •13.90 3436 I11 170.0 170.0 If 621 am 1 II 127.6 17.5 g 1301 1139 �I 170.0 170.0 621 660 698 007 170.0 031 107.0 1032 170.0 004 146.0 1032 170,0 723 130.5 1032 170.0 747 117.4 1032 170.0 758 97.0 1032 170.0 766 038 1032 170,0 756 170.0 601 136.2 907 161.7 730 120.9 007 152.5 720 107.5 907 145.0 714 66.0 107 141.1 710 00.0 907 140.0 700 60.1 007 733 130.3 611 100.0 735 118.0 600 412 735 106.2 500 78.4 735 00.5 603 70.6 736 95.1 576 58.6 735 91.0 574 60,4 735 140.0 668 607 510 111.6 0&5 667 67.0 605 66.0 547 70.2 860 001 534 07.7 050 53.9 631 00.5 $86 70.0 326 00.0 606 76.0 621 43.6 406 511 75.7 807 85.0 501 00.2 73.0 434 68.3 510 64.3 426 51.0 507 SID 71.1 403 50.0 007 71.5 406 63.0 007 Gia 401 44.2 857 57.0 419 45.4 510 53.3 413 408 510 50.0 456 34.0 67.8 63,5 455 01.7 392 49.6 455 64.1 385 43.4 468 488 376 35.6 456 44.0 373 41.7 450 419 300 20.6 510 46. 63.4 15.0 37.7 478 402 362 37.0 20.2 24.6 107 610 450 34,0 26.7 435 327 568 373 45.0 435 49.8 300 40.1 435 14.7 560 35.7 435 40.0 355 321 435 35.1 351 26.6 435 34.4 344 72.9 435 17.9 75.5 42.7 44.4 36.0 326 30,4 366 299 327 31.8 280 241 327 28.3 275 23.2 20.2 207 227 206 252 24.0 20.5 201 17.3 207 221 28.0 240 21.6 387 23.1 216 19.1 327 287 25.7 271 20.9 327 23.7 265 17.4 20.9 240 17.2 287 10.3 237 14.4 327 287 21.0 16.1 282 232 14.0 327 I 111.5 85.4 I; 1301 1130 I 170.0 170.0 �g 11 621 000 700 674 521 73.4 1032 170.0 706 DOA 44.1 007 1400 700 735 01.3 574 30.1 800 75.0 521 474 306 360 341 33.1 25.5 21.7 20.1 007 62.7 474 510 460 44.3 360 36.7 355 435 322 340 10.3 258 140 110 141 '227 140 195 11110 22.3 215 22.7 104 16.0 215 10.1 191 15.0 215 108 155 1201n 17.6 164 17.9 107 2Anellprs - -- Mh.O.G/F471p 0). 24 NOTE: FOR THE OFFSET CLIP. USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. il. RE 1: II 11 1 FIGURE 2: • • • • FIGURE 3: I • • (I II • ANGLE CLIP MUST BE USED IN PAIRS. ANCHOR CAPACITY ADJUSTMENT FORMULA: USE THIS FOftMULA 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) SUBSTFtATES: CONCRETE SHALL CONFORM TO AC1 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-80. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 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 A38. 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. 01 1 1 LU 1 CO cn cn PRODUCE REVISED as complying viiI6 the Florida AE . pr r ii .0, ia:t: 4:Ns .tt :iv: -. 4 .:14.: .."-r47--------• F12 'KEA 58705 TABLE 38 Anchor Capacity Table (Ma) P7 Wool Mew 2.76 Concrete 3.50 Coro. Hullos CAW Fled CMU 31251. 08 Slawn(e: An454/17p.: 31101 Elea 1056con 114' Elea Meow stir Eko1/4'SSElco UltreeAl 31135 EkO NOacon 114- Eko 18tracm *440.6 .1 51135 Elmo Macon 10'35Eko A03441.4100 01051441 Saw (05) 812891 1 Samw IGS) 0.54• Sores (OS) - 17.324' Anchor Clip Patterns 1' 2-112' 1' 2-1rz• 3.116• r 2-1135 r 2-1135 Y 3.635 2• 0.46' .32 rile. O6 d E4e'en0e (W: Emhednmt (In} Emtedment 1.314' 1-314• 1311' 1314• 2. 1-114• 1.114' 1.111• 1.104• 1.100 1-114' r 948 en 1.3735 341 w. 1315' 142 76. 58069 Min. O.C. / Wenn* 470041 016 (310.17 39016 39054 450 64 50064 1644 4* 210161 20010. 354 re 740 ks 37416. WA 084154 WA WA 012103 80510. 1120 In 2 Andras 9 4.75' Mk.0.C. l St•d•d (or000e1 C1p (310. 2): 480 I6. 700 b WA WA WA NA 300 (50 WA WA 860150 1882150 052161 60616. 1120In 4 Anchors 01.16• ®3. AW. O.C. / (2) 245 M0914 Opt 1670 37 7501 760In 80019 156004 1858169 54011. 500150 WA 75034 74816. WA WA WA WA N/A 715111 4 Mahon 0.0.10431p,1410.125• Aeon. (FIQ 1): WA WA WA WA WA WA WA WA WA 4731b 17066 221161 415 In 25014 580 en 2 Archon 0 0.45 hOn. Anc5pr/F.Clp(Fla 57 10511 1956. 22564 445 Ms 92210e 135650 140 156 177114 37006 18710,4 33216. 34150 1 O5 350914 WA WA WA WA 10016. WA WA WA WA WA 2Anellprs - -- Mh.O.G/F471p 0). 24 NOTE: FOR THE OFFSET CLIP. USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. il. RE 1: II 11 1 FIGURE 2: • • • • FIGURE 3: I • • (I II • ANGLE CLIP MUST BE USED IN PAIRS. ANCHOR CAPACITY ADJUSTMENT FORMULA: USE THIS FOftMULA 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) SUBSTFtATES: CONCRETE SHALL CONFORM TO AC1 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-80. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 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 A38. 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. 01 1 1 LU 1 CO cn cn PRODUCE REVISED as complying viiI6 the Florida AE . pr r ii .0, ia:t: 4:Ns .tt :iv: -. 4 .:14.: .."-r47--------• F12 'KEA 58705 • •••• • • • ••• •• •• . • •• • •• •• • • • • • •• • •. •. • . • • • . •. •..• •• • •• • . •• •• • •. • • • • __• • • • • •.. TABLE 4A =Mar: C p0o!%Tabl: eltt') 1 x 2.75 x .650 Alum.Tuba Mullion Opening Width (for vertically -sparring mtyiore)orQpenTng H6igritMfnrjptivpap dho113r • 2.74 Ccmron 5001 000, 7011 0071 • • 11035 • • • 16011• • • 16)571 1401n 1E0In 317 Eb5lA0aca Rectangular Lading Tte07rdrg. taming Radarguler Lowing 1115/131130. leading Raclnwly loading Therm n9• leading Rectangular Loading 11ap4740ng. Loading RejnssOr Loafing els:Wo s *owing `ecl&ule{• l g T Mang• g Loaang .e01on9!5s : g6O hap010ng. Losing Recl•gdar Lxdn9 TnpfTdeng. LO0400 R.cinpd• I.oadn0 hrplman8_ Loving 3-118' i 11 �> f rS � 11 Embedm•rt(W: �' f g i 11itill.f g 880 170.0 g 500 iii 170.0 g 982 BI- 170.0 iS itlgiIFV 519 d � 170.0 S a 1110 oe 1070.{ 0 52 i }10.0:124, O v e' - g 61..0 _ 0 If 1121 ��, 170.0 tS 1668 • � 170.0 G ` 521 158.7 li 43 1620 170.0 F g 521 130.0 E�' 1620 � p �a 170.0 � pa E 521 I Mull Length 1 42 0, 170.0 020 170.0 435 170.0 744 170.0 476 170.0 48 In 170.0 708 170.0 524 170.0 850 170.0 584 170.0 002 170.0 030 170.0 1133 170.0 661 170.0 5674 170.0 OW 1700 1417 116.0 6399 141.3.1417 WA 170.0 650 121.6 1417 170.0 880 106.3 1417 170.0 080 50.8251n 170.0 747 170.0 563 1700 806 170.0 631 170.0 1040 170.0 004 170.0 1195 170.0 723 162.6 1296 170.0 747 148.3 1206 170.0 765 121.9 1288 170.0 750 104.5 1205 1700 750 91.4 4205 170.0 768 5401 170.0 707 179.0 612 170,0 956 170.0 601 170.0 1116 170.0 754 150.7 1130 170.0 603 133.0 1130 170.0 037 120.5 1130 170.0 850 100.5 1130 170.0 861 88.1 1130 170.0 681 75.3 1130 170.0 061 60 ti 170.0 005 170.0 701 140.5 915 152.3 781 125.5 915 144.5 148 100.0 015 132.3 735 97.6 915 123.9 728 67.9 915 110.5 720 73.2 915 114.4 716 020 015 114A 716 54.0 915 114.4 715 631n 151.9 830 161.0 710 126.5 CO 138.9 604 108.5 830 123.2 001 04.9 030 112.2 670 04.4 830 104.6 Eng 759 030 90.4 650 63.3 630 64.5 849 64.2 930 94.1 840 47.4 830 04.1 640 03In 132.1 767 140.0 850 110.0 767 119.9 638 913 767 105.0 624 82.5 767 00.1 614 73.4 757 00.1 608 00.0 757 84.2 000 55.0 767 70.0 603 47.2 757 70.2 101 41.3 767 70.2 501 7211 101.7 838 1001 552 84.8 635 91.0 540 727 038 00.1 530 83.0 438 72.2 521 6111 830 56.5 514 509 630 132.3 508 42.4 030 57.2 500 353 530 66.3 407 319 636 65.2 491 78 In 68.5 671 90.4 405 72.1 571 760 481 6 . 11 07.4 479 54.1 571 00.6 471 48.0 671 55.5 484 432 571 519 450 30.0 671 47.0 451 30.9 571 44.0 447 27.0 571 44.5 440 70 in 00.0 542 83.4 474 46.7 642 701 485 57.1 542 82.1 458 50.0 542 55.7 449 44.4 542 51.0 442 40.0 542 47.6 437 33.3 642 42.0 4211 28.6 542 40.6 425 25.0 642 40.1 423 60 H 52.1 407 53.7 301 43.4 407 40.4 355 37.2 407 30.6 340 325 407 35.3 343 28.0 457 32.1 338 260 407 290 334 21.7 407 20.1 327 10.0 407 24.1 322 11.5 407 23.0 310 0645 429 355 44.1 320 319 358 372 314 30.7 350 32.4 309 20.0 350 20.0 304 23.6 369 26.1 300 21.5 350 24.0 256 17.9 356 21.0 209 15.3 358 182 284 10619 30.1 253 30.4 255 25.1 213 259 261 21.5 283 221 247 18.0 253 19.9 244 10.7 283 16.0 240 16.1 283 109 237 1111n 279 267 23.3 242 23.1 267 230 238 199 207 20.6 235 17.3 267 10.3 231 15.4 287 10.5 220 1201n 22.0 220 22.3 200 16.3 229_ 10.5 205 15.7 229 10.2_ 202 _ ______--__-- _.... TABLE 4B Anchor Capacity Table (Ib.) Anchor Clip Paltama Suhtnts 2.74 Ccmron 3.5k Cone. Holos CMU Fled CMU PT Wood Metal Andralypn 377 Elco Ullman 1H' Rico UlOaan 5/W Elco Ullman 317 Eb5lA0aca VP Elro I9f0000 1l489 Woo Aiml00tor stir Elea UOnen 1H'SSEko A99reOator 610 Neel Screw (05) 012 SOW Scow (05) $12 Meal BMW (05) Edge UNama (nl r 2.11? 1- 212' 3-116• 1' 2 -or r 21? r 3-118' r 0.407 0.54' 0324• Embedm•rt(W: 1JH' 1.3/4 1.3/4 1114 r 1-188• 1-114• 1-u4' 1.1/07 I.1Id• 1.114' r 1.307 1.310• gleet 2 Anchors 04.75'NS. O.C./ 0504054 Or 0611)tllp 0111. 1): 390b 390150 450254 890 Ito 1844b 270 No 210188 954255 74050 37464 664104 940)50 341 owe 660Se 4 MOha ss1.17 M1,.O.C. I Stndard(or 00011)IXp (Ry. 23 480 b 70010 WA WA WA WA 300488 WA WA WA WA WA 032188 '1 l444522S4455i' 1120b b 4 Anchors 0 Y 1.52 0.C. /(2) 205 Angb O*3): 0 / (Flo 700 b 780 b 800 )5e 1500105 1000 )be 54014a 600188 WA 760105 748145 860406 1892188 662 Ss 1120 2AraM• O OAS Min WAN. 7N, Indo .125' Alm.(Flg. 47 WA WA WA WA WA WA WA WA WA WA WA WA WA 457 7160 1 An5be4/1'dp (R9. S3 19565 195 Ss 225 No 445145 822 )05 135 the 140188 177 Ma 370 b 167 b 332110 473 Ss 170 be 221145 280 Si 2 Anshan 01.1M MN. O.C./F4II) fig. 81. 240150 35060 WA WA WA WA 1001W WA WA WA WA WA 341100 44214s 55014s NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. FIGURE 1: • • FIGURE 3: • • FIGURE 4: I:1 FIGURE 2: • • • • ANGLE CLIP MUST BE USED 84 PAIRS. FIGURE5: FIGURE 0: • • CIRCLED VALUES ARE U ENT FORMULA: (DR",) X ( ANCHOR CAP.,,,,,4\ a 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. )T WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY 8E 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. --I 1.000" 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. 2.750' 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 8063-T5 AND BE A MINIMUM OF .126' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 8, 612 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 1' X 2.76" X .8507 MULLION 147 0. CO -7 2 N l0 X 07 N X 1C N CO 03 -3 O co co Z co a iJ PRODUCT RF.V)SBD 03 colnply)n5 with 160 Fl5rid6 Otdldintg Cods `G.C2.1a;13 Aace.)ioa No03) BApinlirw Dale v��By1�!i,J� ',Mialll` gds �j9 5111 /``. 0I LYNN.4f/! aa'l\CENSE '....s.13 7'* ' No. 178705 T1.y s Ira ' fL- %,0•'., S ATI: OF ' <V. �'/iSgsf0NA .1�e''gam A. LYNN MILLER. P.E. FL P.E.# 58705 • •••• • • •• •• • • •• • •• • • • • • •• •• •. •• • • • . •• ••• •• • • •• •• • • . • •. • • • • • WI, WV • • •1• ., ^-_ -.. Mullion 0 peony TIb19 Sbs!&) 1"x 3.126" x .600" Alum Tub. Mu" OpMlnO Width (for 0AicaSy-operrin0 motion) orQp,nlnp N011Thi(ir 11eorip6y-IPergl' j mllirrh1 . 50In Min 701n 601n • • Are • • 10010 • • 0205, 1405, 1005, ROctnnpdr 1m0d0g Tnp/1Nenp. Laarg RectangularThprltlrp. Looting LolSns RectangularTrapRdr Magog g. Locdnq 660.04. Ladng Twprala . g Lowing Realang00r Loprg • Try'rll•g. *Waft n�i 4NW ♦nadn9 tap/Mang. 1 Loan0 • Iteclnwlr • iaadlv TmpJM•1g. 101456 Rectangular Lad1N Map/Ming. Ladno Rooingulr Lo1np 17cp/Mng. Landry & $ 2. iso u g d#d t. i 11 A._ a l t t la II i 1a- u i 101 a 1 u a' _ ail u, i u 11 _ h i 11 i u 11 n_ l� it L• 1 il.i� _ III u1 eu� •� _ 11 J•it 2: ry F II U 2• 1 IS.• r_ la k 2" 'I ii I i ii _ €I V ib x i u �i _ I ii g ii la _ j� i $1 _ 3i u li _.._._.. Mull Length I 425, 170.0 620 170.0 435 170.0 744 110.0 470 170.0 010 170.0 503 170.0 992 170.0 610 170.0 1116:170 79053 01 ;70.1 120.10.0:521 100645s 61055 1700 5650 170.0 521 170.0 1735 170.0 521 154.4 1002 170.9 521 40 N 170.0 708 170.0 524 170.0 550 170.0 564 170.0 092 170.0 030 170.0 1133 170.0 001 170.0 1246 1700 407 1711.0 1412 110.0 .560• 151711 1677 170.1 010 135.1 1577 170.0 000 1182 1577 170.0 600 50,02515 170.0 747 170.0 563 1702 090 170.0 631 170.0 1044 170.0 654 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1464 170.0 756 141.7 1495 170.0 750 121.5 1495 170.0 758 106.3 1495 170.0 768 54 In 170.0 707 170.0 612 170.0 950 170.0 697 170.0 1118 170.0 754 170.0 1275 170.0 403 104,1 1401 170.0 637 141.5 1401 170.0 651 124.4 1401 170.0 081 164.1 1401 170.0 e67 03.4 1401 170.0 001 401n 170.0 065 170.0 701 170.0 1143 170.0 707 1565 1150 170.0 e70 130.7 1150 107.0 028 123.3 1150 150.5 017 111.0 1156 145.7 010 926 1106 144.5 003 70.3 1108 144.5 903 60.4 1158 144.6 003 631n 1700 930 170.0 745 159.0 1049 170.0 550 137.0 1049 165.5 800 110,1 1049 141.7 048 106.5 1040 132.0 030 95.9 1040 125.5 025 79.9 1949 119.3 820 60.5 1040 11e,1 011 55.9 1045 110.9 510 081n 108.6 055 170.0 780 131.0 055 151.3 604 110.1 065 133.7 785 104.2 655 121.4 776 028 065 112.0 785 814 955 106.4 757 00.5 955 00.8 749 60.6 055 00.7 740 52.1 956 00.7 748 72 5, 128.5 803 134.9 607 107.0 803 114.9 662 91.8 803 101.1 870 50.3 003 012 059 71.4 803 03.9 649 64.2 803 78.6 642 53.5 1103 72.2 032 45.9 803 68.9 929 40.1 003 65.7 627 701n 1002 721 114.1 025 01.0 721 07.0 618 78.0 MI 85.1 605 61.3 721 70.6 505 60.7 721 70.1 006 54.0 MI 65.4 579 450 721 51.4 510 31.0 MI 64.8 004 34.1 721 60.1 643 751n 101.0 604 1054 500 04.2 684 89.4 587 722 684 704 576 63.1 684 70.4 507 50.1 604 64.4 550 50.5 604 50.0 551 42.1 684 54.1 541 $3.1 684 51.3 536 310 OM 50.4 534 113 In 65.0 514 67.9 450 44.1 614 67.3 448 47.0 614 60.0 440 41.1 514 44.6 433 36.5 514 40.5 427 32.1 614 37.3 421 27A 614 33.0 412 23.5 614 304 405 20.0 614 21.0 403 005, 542 452 55.7 404 40.2 432 .470 300 30.7 452 40.9 300 33.0 452 30.4 344 30.1 452 32.0 370 27.1 452 30.3 373 220 452 20.1 383 19.4 452 24.2 339 101 452 22.8 356 1001n 38.1 357 38.0 222 31.7 357 327 317 272 357 20.4 312 23.8 357 23.2 306 21.1 357 227 303 10.0 357 200 200 152 357 18.0 293 13.6 357 102 217 11.9 357 15.0 233 111 5, 35.1 335 354 300 20.2 330 30.1 301 25.0 338 29.1 296 21.0 335 23.1 292 19S 338 20.8 250 17.5 335 19.0 244 14.6 338 10.5 271 12.6 330 14.5 273 11.0 338 13.8 289 1201n 27.7 280 262 263 23.1 269 23.7 259 10.8 209 20.5 268 17.3 280 10.1 252 15.4 289 16.3 249 13.9 200 14.0 240 11.0 244 12.0 240 0.0 210 11.4 230 5.7 280 10.4 232 - •V -- �- AnchorCapaely Tates (161) AnchorCOp Patterns SUOslral6 2110oncele 155 Cmc. Ho10a CMU F6ecICAIU P7 Med 564 4450073018' 6012 Elm Mem Lr Elco Macon 5112 F1coElm U9latan 3/12 Elm lncm 1lr 057raca 01 44'SS Elm Aggro0d0 V1S'Elm Minton VC SS Eke Agg•G6r 8100101 Suer 1G6) 0125161 Screw (05) •12 Sled Scree (G5) Edge 1331a06016 1' 2.112' 1' 2.1/2' 2/1/8' r 2-02 1' 2-1/2 2 3.1/r 2 0.0' 0.54' 0.324' memos ore 1-0/4' 1-0/4' 1414' 1514' 2 1-1/1' 1-94' 1.14' 5.1/0 1414' 1.174' 2' 155' 1412 mike 2 Amnon ®47r Mn O.C./ 03M40w 00418'101 919 7) SO RN 30360 450 Re 80005 1644103 270105 200 is 30413 74016 374103 60460 94604 341 03 4421.6 5605. 4 Anchors ($1.12Lth O.C./ 81r7an1(r olseg72p 01023 0005 7E0 le N/A WA N/A ISA 50360 NA WA WA WA WA 63203 005100 112755 4A1111e5 (93' 4154. O.C./EL) 215 Angle CNS/019.33 79053 7005e 66003 166014 100645s 61055 5E00 WA 760100 748 Ds 50000 189253 012 In 68550 11235s SAW.=(10.45'Mm. 0.C.l UC1p, Info .122 Mm. 971,43 WA WA N/A WA NIA NM WA WA WA N/A WA WA N/A WA 107355 'Metal FCy(Re 53 19503 19516 27515 445 05 57216 13513 140 Re 17755 37016 11755 332(7 47316 17050 221 Its 210 ea 2Mrtns ®1.12 Mn 0.C7 rap 979. 63 24053 55663 NIA WA N/A NA 191 Re N/A WA N/A WA WA 34160 44250 MAIM NOTE FOR THE OFFSET CUP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: • • FIGURE 3: • • FIGURE 4: FIGURE 2: • • • • • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 5: • FIGURE 6: • • ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP ) 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. 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 BEA MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT 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 SS. OR 410 S.S. 3.125" 7-1,000'-4 .500' J 1' X 3.125' X .5' MULLION (1' VF MULLION) 5 16- 0 0 J 7 w m 5- 4- 7 Z -J 2 cn 1n W U a d 8 W d J 7 5 70) X N_ 0'7 X IIS - 00 N 13 rn f 1 re 0 m 1 Z N CO 353 '1 0 yo 0 z 3 mo Y 3 0 1;0 ma. 111 PRODUCT REVISED as complying with the Florida Building Code Acceptance No 14-b 218.03 e ,lrnion Dnlo :Fn//. /11121 410 By Mia Dade Product CF i N . SII No. 58705 s 1 5(A(C sc\'•..FLORtoI`•\8'j A. LYI.IIN MIER, P.E. FL P.E.# 58705 • •••• . • . ••• .• .• . • •• • •• .. • • • • . •• •. •. •• • . . •• • • •• •••• •• • •• • . •• •. • •• • . • . .aa I AI2Lt OH Mullion CipacftykTebls (itsgt) • • 1 x 4 x.126 Nem. TUIN Mullion Opening Width (tor calysg penri m10ons?or61penIng Height po•horIo*Xrly-speIT 11Ullons) 601n CO In 701n 80 In • :00g • • tin: • • 114 h 140 h 100 In Re09.004r Loading 7tap6Tdrq. taming R0dequler Laming 71.p10.n9. Loedn9 R.cl.pia Loedhti Tutpn(lap. Lomin9 R.clenpir Lacing Trap/ung Leming Rden6Ar Lactim 0nep•0emg. Mean i aSOWddar• (.s.dq 15 0T11enp • Lo.66n9 )jpctenpnyr s •Lapdng 71.p/Td.n9. NON R.ctagdr 104700 Trap/Tdaq. Laidig Me(alp0. Lamina 7rpdT0eq. Lomirq 1 11i l"'I 11 las it11I11f f fa 0 1 8 fa1 S 1111�11it11 fa1 $ 1's� fif 1-1/4' 11$ 11111 hi 5 1-17. hi h to Ell iziIii � ilii �. 2 Anchor. ®4.76'Mn. O.C. / Mended orCONINE (FN• 1112): fai II 15 ft1 • :x1111 19055 hihh 9 ii ii 11if hia 111i1l 60455 9461. g 12 2 421n 170.0 020 1700 435 170.0 744 170.0 470 770.0 045 170.0 610 170.0 002 170.0 619 170.0 1116 70.tg 00 1=0.0 .1241 110..0 121 170.0 9596 170.0 521 145.6 1409 170.0 621 127.6 1419 170.0 621 4610 171.0 701 1702 024 170A 650 170.0 554 170.0 992 170.0 030 170.0 1133 170.0 001 170.0 R70 170.1 571 1661 13001 1710 We 113041 •1303 170.0 100 111.7 1303 170.0 060 97.7 1303 170.0 010 50.625In 170.0 747 170.0 043 170.0 690 170.0 631 170.0 1046 170.0 804 170.0 1195 170.0 723 156.1 1235 170.0 747 140.5 1235 170.0 755 117.1 1236 170.0 750 100.4 1235 170.0 750 67.6 1236 170.0 755 54 h 170.0 797 170.0 112 170.0 956 170.0 691 170.0 1116 170.0 764 164.4 1161 170.0 803 137.2 1168 170.0 837 123.6 1154 170.9 050 102.9 1198 170.0 061 612 1155 170.0 861 772 1161 170.0 051 6010 170.0 885 170.0 701 148.7 1042 170.0 703 142.9 1042 161.1 632 125.1 1042 148.7 915 111.2 1042 136.8 601 100.0 1042 130.2 711 03.4 1042 1261 712 71.5 1042 125.1 702 621 1042 125.1 712 831n 170.0 930 170.0 745 1512 582 163.6 818 121.8 092 144.4 709 113.4 092 131.0 762 100.0 102 121.4 701 00.7 092 114.8 765 76.8 902 188.4 745 64.1 912 101.0 744 69.7 992 101.0 744 66(0 165.4 947 170.0 760 137.0 047 148.0 786 118.1 047 130.3 760 1031 947 117.7 752 91.9 947 100.7 730 82.7 947 102.2 727 60.9 947 05.1 712 55.1 047 94.0 711 51.7 947 94.0 711 72 h 135.9 549 142.7 737 1132 649 121.5 722 97.0 549 1061 700 64.9 949 06.4 606 766 649 333 688 67.6 649 927 875 566 619 75.3 051 46.1 849 72.5 652 42.6 140 72.4 651 769, 116.6 762 120.7 665 Sea 762 102.6 852 025 762 10.0 040 72.2 762 00.9 629 61.2 762 742 620 67.1 m eat 1113 N.1 762 53.8 602 41.361.4 702 59.9 507 361 762 595 761n 106.9 724 101.4 934 19.0 724 94.6 021 70.3 721 629 600 60.4 724 74.4 699 59.4 724 64.1 591 63.4 724 83.4 513 44,6 724 67.3 673 312 724 64.3 567 33.4 724 63.6 665 901n 89.6 643 71.9 403 60.0 543 60.7 474 49.7 643 62.0 486 43.5 543 47.1 460 38.6 543 12.8 452 31.0 643 30.5 440 29.0 543 34.9 434 24.8 643 32.1 430 21.7 513 30.7 424 96 h 57.3 478 610 427 47.6 473 49.7 419 40.9 475 43.2 412 352 478 30.5 406 31,8 478 34.5 400 29.7 478 320 395 23.9 475 21.1 386 20.5 475 25.4 310 17.9 470 242 374 108 In 40.3 377 41.1 341 33.5 377 34.6 331 20.0 377 20.0 330 252 377 26.6 325 22.4 377 24.0 321 20.1 377 22.0 317 10.6 377 19.0 310 14.4 377 17.1 316 111 In 31.1 357 37.6 323 309 357 31.6 318 26.6 357 27.8 313 232 357 24.1 309 208 357 220 305 15.5 357 20.1 301 15.4 357 17.4 294 1201n 20.3 308 29.8 279 24.5 305 25.1 274 21.0 305 21.7 270 15.3 300 192 287 19.3 306 17.3 263 144 In 17.0 212 172 108 1 A5Lt OC An hor Capacity Table fibs) Anchor Clip 6061511.6 2.70 Concrete 3.5k Cana. Holm CMU FAN CMU PT Wood Mehl AnahrTyW: 3/10Ek9UlUecan 1/4'EkoUnr4ca o 5/18' EbroL1MEkoUl Macon traea 1d'EkoUtlrstal 1/4.69 Elea 4004041or 5/18' Eh. Macon 1/4.68 Eke 1000.30400. /10 Steel Screw (06) 81251161 B.rsw (O5) 1112 SUM eva1. (G5) EN. MINN (hy 1' 2.172' 1' 2.1/2' 3-1/8' 1' 2-1/2' r 2.1/2' 21 3-1/8' 2' 0.45' 0.54' 0.324' Embe9e•O On) 1.314' 1-34' 1.14' 1.3/4' 2' 1-1/4' 1.1/4' 1-116' 1.14' 1-17. 1.1/4' 2' 1.3/6• 1.361 011.•6 2 Anchor. ®4.76'Mn. O.C. / Mended orCONINE (FN• 1112): 350 be 3901be 4505. 19055 1844b 270 IN 200116 35455 7409. 374116 60455 9461. 3415• 442161 ND b. 4 ANN.. 40 2.25 No. O.C. / elende0 (or CNN C.ap (80.37 70084 700 b 580 IN 1410 (. 952 IN WA 300 IN WA 630 IN WA NO I. WA 6021. 665116 1120 b a Mahon iii 1.15' MIs. 0.0I S6mtlrd (or 011.012p 9=b.4k 9606• 1400 Ws WA WA WA WA 7601. WA WA WA WA WA 1363 Ms 177055 22405. 4 Anchors 42 3' Mn c.c. / 1212.5 Ands Cape / tfet.5( 750 b 7001. 6991. 1500154 159616 5918, 50015e N/A 71015. 74110• 0001. 1/92 IN 052IN 6151. 1120 IN 0 Anchors 42, Min. O.C. / (2)2.5 And. ape / (719.67• 11701. 1170 64 10201b. 2340104 2544 he 010 IN 840 (. N/A 114016. 1122 b 132094 283150 1022 M 1327 lbs 1610 en 4 Anrhots Q0.45' MN. 0.C. / ULNA 1510.125' Alum. (F0. 7): WA NIA WA WA WA WA WA WA WA WA WA WA WA N/A 14306. 2 Anchors Si 2.25' MN. O.C/FCIVflu. 14 350 b. 3501. 20060 7050. 478 IN WA 2801. WA 31564 WA 4401. WA 3416. 4421. 5801. 4Anchor. ®1.15'MI.O.0/FCnp(Flp.91: /6155 7001. WA WA WA WA 360(. WA WA WA NWA WA 612I. 51512o 112066 NOTE: FOR THE OFFSET CLIP, FIGURE 1: • • FIGURE 5: • • FIGURE 2: • • • FIGURE 3: • • • • FIGURE 6: • • • ANGLE CUP (FIGURES 556) MUST BE USED IN PAIRS. FIGURE 4: • • • • • • • • • FIGURE8. FIGURE • • FIGURE 7: II :: ANCHOR CAPACITY AW USTMENT FORMULA: (DP ) X (ANCHOR CAP.,,,,,,,,,.\ =ANCHOR CAP.., `MULLION 1 USE THIS FORMULA TO OBTAIN TI-E'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR 71-E 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 8E 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 608375 AND BE A MINIMUM OF .125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #107 #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. -1 1.000' 1•.- 4.000' a,, rr. 126" 1 X MULLION N M 10 2 1 Z W co y 0 O 0 g cc A PROOUCI' REVISED os complying with 0u Flaii& Building code ,�,62)a, O Acceptance No 3 E6.ImU0n D/6 :F-' 0J • SQL( By M4emi .:....,'1: o►ro�n(511.9.":' 11 .171 // \ �.' o\a r1:r14N 44/f4S%, `` T : oceNSQ ''•71t _77: r:: r1o.58705 C'`( I6 j� .0 •„.\\7: /S A. LYNN' ILLER. P.E. FL P.E.# 58705 • . •.. . • . ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • TABLE 7A 1x4x.376 Num. Tuba a^r Mullion 601n 11ectenb er Lining r 1 26 9 42 0. 45 In 60.525 In 641n 601n 631n O61n 721n 761n 7819 001n 961n 10510 11110 1205 144 h 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 1700 166.1 125.1 69.1 62.6 57.6 45.6 26.4 113 11 520 706 747 Trep/7da g. Lc..n9 170.0 433 60 In Reoingula Losing se g Mutlbn C•pSCItl6Tahta Hive) • .. a_ • • Opening Width (forverIcaly4peming mlll�on5=orO•pening Height gat ho11orNNy4pi15* *mt 0f$) • • • 0o • • • I in. • 11OIn polergSa 4114"..4114".. 701n TreplT.n0. Laing 1 II 3i Reclen9ul.r Losing 3.i 801n bop/Thong. Losing Treprfdm0. 1.0.drg 1 Rec15nWr Laing hepTd155. toeing Re61•gAhr *rrepllrry. toeing •ertrp40• • Ming T•2/74n• • Imam 4 1401n Ratergl4er Losing TIs t51uO. Ledng 10010 R40lag9er LoedIS Tnplmeng. Losing 11. 1 id 1 1 31 x h 170.0 744 170.0 476 170.0 660 170.0 600 170.0 012 170.0 519 170.0 1116 9E �I70.r 707 065 030 974 1063 1122 1124 044 742 170.0 170.0 170.0 170.0 170.0 170.0 1700 1700 624 683 612 701 743 709 070 037 170.0 650 170.0 861 170.0 902 170.0 630 170.0 1133 170.0 661 170.0 170.! 0* 144 1703 140 L '712.0 17.0 C4 :1321 11 dg 661/ 170.0 116 1 17.06. 1700 170.0 170.0 021 160 111 170.0 170.0 170.0 170.0 696 956 1063 170.0 170.0 1116 1169 1275 170.0 170.0 170.0 170.0 17/1.0 031 601 797 650 170.0 170.0 170.0 170.0 1046 1116 1240 1302 170.0 170.0 170.0 170.0 004 704 670 040 170.0 170.0 1700 170.0 1193 1276 1417 1460 175.0 170.0 170.0 170.0 723 003 014 1015 170.0 170.0 170.0 158.7 1345 1434 1594 1642 170.0 170.0 170.0 170.0 747 837 096 1076 170.0 1404 170.0 1594 155.6 1919 141.0 1642 170.0 170.0 170.0 170.0 750 650 1033 170.0 1793 160.0 129.0 1122 117.6 1750 1610 1042 170.0 1700 170.0 105.5 766 651 1063 170.0 170.0 156.0 137.1 111.0 100.7 1156 g Id 1735 1513 1010 1701 1615 1642 903 170.0 1364 170.0 1002 160.6 1472 170.0 1066 142.1 1472 166.6 1140 120.5 1472 161.6 1130 107.1 1472 147.0 1101 01.1 1472 1 10 170.0 170.0 170.0 170.0 170.0 107.1 140.0 170.0 1039 160.1 1320 166.2 1101 132.0 1320 140,5 1002 117.3 1320 137.8 1066 105.6 1320 120.6 1046 51.1 1329 117.0 1024 145.6 1164 159.4 1013 120.2 1114 135.5 901 112.2 1184 125.7 078 91.7 1184 110.3 964 00.0 1164 107.5 952 742 1154 170.0 111.6 91.5 9117 136.4 1124 147.0 605 115.6 1124 125.0 147 103.0 1124 115.6 631 023 1124 105.0 515 53.0 1124 962 906 60.2 1124 760 00.1 644 94.3 736 77.2 844 02.1 724 67.6 644 73.3 712 00.1 944 66.5 702 64,0 444 61.4 603 45.0 644 563 742 742 77.2 062 133.0 742 67.2 641 66.7 742 69.0 631 40.6 742 64.1 622 44.6 742 49.5 614 37.1 742 680 665 475 330 631 66.6 40,4 26.7 530 603 433 305 52.1 686 63.e 521 44.7 500 46.0 513 39.1 680 41.4 605 34.6 516 37.3 490 31.3 696 342 492 26.1 656 97.8 56.0 64.2 43.0 212 035 119 074 600 451 76.4 04.1 59.3 31.8 31.0 22.3 1320 1184 1124 044 742 516 46.0 30.0 555 45.6 405 41.2 655 42.9 497 360 655 38.0 460 32.5 555 34.2 473 216 555 31.3 467 24.0 656 27.1 476 39.0 426 32.6 475 33.7 420 25.5 475 29.13 414 25.3 475 25.1 409 22.5 475 24.5 404 19.0 476 21.1 457 305 20.6 16.3 555 475 112.8 53.1 54.3 50.0 321 210 24.3 13.7 521 060 750 161 1063 1107 1104 1013 127 051 166 600 472 441 337 fi 170.0 101.5 136.6 120.0 07.2 90.1 60.3 05.0 00.1 91.5 33.0 27.8 19.6 110 14.3 1503 2024 1111 1705 1610 1642 1472 1320 1164 1124 .44 742 506 553 475 170.0 170.0 170.0 170.0 170.0 107.0 140.0 112.5 70.3 032 47.7 37.6 24.7 224 17.2 621 000 760 661 1003 1157 1104 1012 025 570 502 664 466 442 351 22.0 330 22.4 331 18.5 330 191 267 330 17.0 293 TABLE 78 Ancho Capacity Table fibs) PT Woad Metal Anchor Clip PaCIMII 823sInte: 2.7k Come. 3.50 c500. Harm MO Filed MU 5/1r E159 ve 511 Elea 6/15. 5122 1/4' 66 Eleo 110 51•81 1/1291541 512 Mei 692 be 51115 Rs 1120 125 Mln. 0.C. / Slenbed (a ORA alp (Fla 3): 700 he 7130 be 580125 1410 the 952 be WA 500 be N/A 630 be N/A 111110115 WA 2240 be 4 Amiss a 2.25. 1.16'5.451. 0.C. I 61endird (or Obel)Cip (Fig. 4): 9801be 1400194 nth NIA NIA WA 76012e WA WA WA N/A WA 1303121 482 Is 177010e 11115 be 112012e 8 Anchors e 3' MK 0.C. / (2) b15 Angle Cipo / (F12. 0): 760 04) 70019 9009 900 be 1006 be 640 be 650 Its WA 700 Iv 7485s 8410 be 1892 Ms 132719 913019 4 Anctom (g 6 Ashes 3' 1423. 0.8, 1(2)245 Angie (311pe / (N. 65 1170125 1170 lbe 1020 Is 234010s 2844 Yes 610 be 840 lee WA 1140 Ibe 1122 be 1320 be Ms 12$ 10229e ($ 440 Its NIA 341 be 442 Is 660 Is 2 Ashes (0 225' Ws 0.0./ F.012 (Flg. I* 350 bo 150 be 2901211 705 be 470 1be NIA 250 be 51/A 315 Is WA WA WA 92 19 605 Its 1120 IP 4 Anchors 0) lir NM. 0.C/ F.00p (F10. 95 90 bi 700 9 WA WA WA NIA 3601M WA WA WA ....,,,..-....e• •rue nececv , io 1 it 7140 RAINF Aior)HDR PATTERN A1,113 ANCHOR VALUES AS THE STANDARD CLIP FIGURE 1: • • FIGURE 5: FIGURE 2: • • FIGURE 3. • • • • FIGURE 6: • ANGLE CUP (FIGURES 586) MUST BE USED IN PAIRS. FIGURE 4: • • • • FIGURE 8. FIGURE 9 FIGURE 7: II : : ANCHOR CAPACITY ADJUSTMENT FORMULA: ANCHOR 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 ALLOYVABLE. 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-F1LLED 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 8063-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. 610 & 612 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. r -MULLION MULLION .375' IMPACT -RESISTANT ALUMINUM TUBE MULLIONS 69 01 CD CO 0 et 0 15) PRODUCT REVISSD as complying with the Florida Building Co' de Acouplance No 16 -6 2`113 •C)5 pirer Delo !pm/. 1,021 By Mism Dade Product No. 511705 o A. LYNNIMILLER, P.E. • •••• •• •• • •• • • •• •• • •• • • • • • • ••• • • • ••• •• • •• •• • • • • • • • •• ••• •• • •• • • • • • • • • • • ••• ' ^1...L. V^ Mullion Capicl rZable ) • �) • • • • • • 1.25" x 3.188• x 286'Atom Tube Mull Opening Width (forver5celly-6paMng minors) o sening 10 81t(Wh f 2.o a y fpari ) mUEonlg • 501n 601n 701n 8011 • •• 8/h ••"" • GOO 1* • • 1201n 14001 1601n mer L4eMg Trep1Men0. 16680.9 Reclen0uler Lo998 Trep1TI160 . tooling ReclenOdar Loed5O Trep/7d89. Lowing Re0t 155100 Loeang 7tepflhenp. Lo.* g Rec16pgeier towing A Yep10.n LaedsO ii • frp/Tdden5•• Laan9 t psta Iw ll �ennS Ol m 110.440.1180.01. Rem Thr 0. 2-117 2' 51 19 11 ill! 0.320 I i 1 11 1614' 11 a II 11 11 P h g i1 g0. 4 11111.1141k.; (-114'__ 1u- 2' i A. • . It •t � IIgi 1 ii I B /Iii1 1644 M 1' 11 ii li ,.Y iiit 1� it 66415S 94616 fi 5721n S 421n 170.0 170.0 620 708 170.0 170.0 435 524 170.0 170.0 744 850 170.0 170.0 478 561 170.0 170.0 166 992 170.0 170.0 506 630 170.0 170.0 902 1133 170.0 170.0 519 661 170.0 170.0 111.•601704 12% 170% 0!1 1/17 070.61 140 1211D 145 600.0 1710.0 48 821 ' 170.0 i .P `466 1610 170.0 170.0 621 680 170.0 132.7 1735 1548 170.0 170.0 621 650 161.6 118.1 1780 1649 170.0 170.0 621 860 45117 (0.6251n 170.0 747 170.0 683 170.0 698 170.0 831 170.0 1048 1709 604 170.0 1195 170.0 723 170.0 1346 170.0 747 187.0 1488 170.0 750 130.2 1488 170.0 760 119.3 1168 1700 750 104.4 1486 170.0 768 641n 170.0 707 170.0 612 170.0 066 170.0 691 170.0 1118 170.0 764 170.0 1273 170.0 803 103.1 1370 170.0 037 (46.8 1370 170.0 606 122.3 1374 170.0 961 101.4 1378 1700 601 91.7 1378 170.0 861 601n 170.0 885 170.0 701 170.0 1083 170.0 707 106.0 1168 170.0 676 139.0 1166 187.4 030 123.8 1160 156.0 919 1112 1159 150.0 912 92.7 1138 144.6 905 70.4 1168 114.1 906 60.6 1158 144.8 905 631n 170.0 930 170.0 745 160.1 1051 170.0 950 137.2 1051 1559 662 " 120.1 1051 142A 148 108.7 1051 132.3 937 98.1 1051 125.7 830 00.1 1051 119.0 022 00.0 1031 1101 021 00.0 1031 110.1 021 881n 167.1 057 170.0 750 130.3 607 151.6 605 118.4 957 134.0 780 104.4 957 121.6 177 92.0 957 112.0 767 034 057 106.6 760 69A 007 100.0 780 60.7 951 803 741 52.2 657 99.9 749 1257 804 1352 609 107.3 804 116.2 684 61.0 604 101.3 671 80.4 604 91.4 640 71.5 904 01 .1 650 64.4 606 70.6 643 63.8 004 72.3 633 40.0 93 0. 69 625 40.2 604 69.6 625 701n 109.4 722 114.4 630 912 722 97.2 018 702 722 860. 606 604 722 78.7 506 80.8 722 70.3 368 64.7 722 65.5 600 45.1 722 59.0 070 39.1 122 Baa 665 34.2 722 652 664 78In 101.2 685 106.8 000 044 885 80.6 500 72.3 655 704 677 63.3 685 704 600 60.2 605 84.6 680 60.8 865 60.1 652 43.2 865 64.3 613 352 665 01.4 637 31.0 003 80.7 034 OOIn 65.9 615 68.0 467 64.9 616 07.5 440 47.1 515 60.1 441 412 515 44.7 434 30.0 615 40.6 428 33.0 315 37.4 422 27.6 619 33.1 413 23.8 318 30.6 407 20.8 515 29.1 404 961n 64.3 453 55.0 404 45.3 453 47.1 397 30.0 453 41.0 391 33A 453 364 306 302 453 33.0 379 27.2 463 30.4 374 22.9 453 20A 300 10.4 453 24.3 360 17.0 463 22.0 358 101 N 38.1 358 30.0 323 31.11 360 32.8 310 27.2 353 20.4 313 234 350 25.2 300 21.2 368 22.7 304 10.1 366 23.8 300 16.0 350 18.0 203 11181 351 336 354 306 20.3 330 30.1 301 251 338 26.1 297 22.0 330 23.2 293 19.6 338 20.6 259 17.6 33e 10,1 335 12001 27.8 260 20.3 204 23.2 200 23.8 260 18.0 200 20.6 268 17.4 290 182 263 154 290 15.4 249 144 b 16.1 201 18.3 180 , ,..__ VV SAOSWta Anchor 2.72 Concrete Capacity 3510006. Table (Ibe) 1id57w CMU Filed CMU PT Wool Metal AnchurCllp PatternsNahatype 2118'6105 1.11166 on U/'EkoUOraeon 181r Eno110 unison916'10881018917 1/O 66008 01 SS Elco AggeOxar OW Elms Ulracn 11e SS Elm AOpeOOer 610 Sled Screw (05) 5(201811 0.1x89(06) 672 Steel Serax 935) Edo Dilute 5n7 1' 2.117 1' 2-117 3.118' 1' 2-117 1' 2-117 2' 3118' r 0.407 051' 0.320 090801011557 1614' 1614' 1014' 1610 r 1.110 1-114' 14/4' (-114'__ 4114' 1.170 2' _ 1�0'_ 1_4'8' vales2AnCMn -66-0In 44 4.70 Min 0.C.l0landad at Obet Clp 014 l7 S00 Ds 50006 470 Ws 800106 1644 M 270071 230 Es 354 lbs 740004 374 OA 66415S 94616 341101 44266 4 Archin 491.16' MA 0.0.1 BIen0am (18 Olbet)Clp 079 2) 400 01 700 Os NIA WA NIA WA 380155 N/A WA N/A WA WA 682 lbs 085101 112017 4A16700 ®3' 6110.0.0.1(2) 265 Angle Opt / 010. 33 760101 703 Es 600195 15601h6 100608 610161 66016s N/A 760 IN 74810s 080 h6 (00006 602166 05504 1120 Zs 4 Amer. 0.45'045a 0.C. /17016 bfo.027 MRIL po. 47 WA WA NIA NIA WA WA WA WA WA 875 WA WA INA WA 14300e 1 A1181e0/ F'2141(1557 19601 10509 275 Ws 445 RA 822 Os 135105 140106 177613 370168 107 Ms 33200 475106 17001 22101 20004 2 M01018441.18' MIR 0.6/ Poop Mg. 63 24001 3:004 NIA WA NIA WA 10366 N/A IMA 801 WA WA 34101 44205 56008 NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: • • FIGURE 3: • FIGURE 4: • • • • FIGURE 5: • • • • FIGURE 8: • • ANGLE CUP MUST BE USED IN PAIRS. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP )X ( ANCHOR CAP.,,,,,,, ,\ aANC)IOR 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 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 606345 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. 510 & 512 ANCHORS INTO WOOD MAY BE STEEL, 18.8 S.S. OR 410 S.S. 3.188' -.285" 1 1- 1.25' X 3.188' X .265' MULLION (1.1/4" VF MULUON) N 5411 Ar 0 CO (0 1 1 Z rn N CO jj ° co O 5 to a" PRODUCT REVISED m complying with tho PIOride MABudoedingplence CodeNO 0216.03 Ex .'niton Date ! f.' R / • /1621 Dy ✓/, u....... Miehni huh) Product 11 1711711111177 - \1. 0 LYNN 7` Nu. 58705 ' ' U L' U 1. . .6.0/0Nf�1 F• A. LYNNJMILLE1i, P.E. FL P.E.$ 58705 • ••. • • . •..• . • .•... • . . •• • •• •. . • . •• •••. •. • . •. •. . • • ....•• ..• . • . . ••• TABLE 9A 1.25x9.26 x .100 Alum. Tubs 5561111011 50 N Rael0na sr LacirW 1 t 3 42 N 48In 60.6251n 54 In SON 63 N 68 N 721n 78117 761n 80In 96In 100 In 111 b 120 In 170.0 170.0 175.0 170.0 141.3 123.7 107.4 62.9 70.5 65.2 42.4 350 246 22.6 17.9 1r040111mg 3.5,005 8060 R10lmgd1l Lacin0 70 in Slulna;i 03pa514r T:Y.Ia(It:/r; Opening Wldlh (6orvm001II7i*p1 Rg m111on6) OrOpaning H6 gilt SbA♦dznrkflpeming MAO • • • 0560 00 in • • 000 • iftMdag Loading Raclm5ubr Loading Tnp72dang Lacing 1011109 TrapTdmg Raelanakr Lading loving T6spIRl5n0. Ladn9 Re& gar Color • •.• niong •• g Halter t :lohisg . &l5 . Riad 1169 •a T •• 620 708 747 170.0 435 1 1 if if 1 11 1 11 170.0 744 1700 471 1700 099 170.0 606 1 1700 002 170.0 519 170.0 1118 170.0 11 521 153.3 la 1117 1 G 170.0! l6t 61$.6 • 109.6 Ale • 1700 707 716 077 617 510 465 441 332 291 230 170.0 170.0 170.0 163.8 132.0 114.1 87.1 71.7 88.0 43.8 352 26.1 524 663 612 636 570 530 450 400 357 205 260 200 170.0 1700 164.6 110.4 603.1 70.7 10.1 850 170.0 504 167.6 079 170.0 830 1 140.7 071 170.0 861 130.4 970 170.0 817 111.3 819 170.0 831 150.7 027 170.0 600 1131.5 927 1605 709 117.2 927 159.1 699 105.6 970 07• .70.04 158.34 06• ere 069 we 1 1707) 927 158.6 110 As' 03.6 •15.1 • 07` 77 000 170.0 891 132.5 669 163.9 683 1 115.0 860 141.6 669 103.0 980 134.0 580 02.7 189 129.0 651 77.3 669 1268 652 66.2 089 170.0 150.3 129.5 21 021 600 005 740 132.3 620 102.3 746 117.6 005 1 00.5 746 107.0 699 708 746 101.0 592 71.8 740 686 597 69.7 746 93.3 663 OR 113.2 566 80.4 677 100.4 655 1 77.3 677 91.4 640 08.7 617 55.2 639 812 617 07.0 634 67.6 477 77.0 526 51.2 44.2 748 677 03.3 70.7 017 92.6 519 26.0 017 86.3 600 1 67.3 017 78.3 600 59.8 017 72.0 434 63.8 517 65.7 419 44.0 617 614 403 36.4 616 74.2 140 592 616 65.2 432 1 61.0 510 66.0 425 46.1 010 54.2 410 41.4 618 60.7 414 34.6 516 406 408 66.7 165 62.6 306 60.5 465 61.0 300 1 44.1 405 49.4 304 39.2 405 45.3 376 35.2 460 42.2 374 594 455 56.3 367 540 35.4 291 441 67.7 370 48.6 441 60.0 372 1 406 441 45.4 300 35.2 441 410 300 32.8 441 54.7 350 21.2 441 34.0 349 29.6 25.2 23.3 817 610 465 332 31.0 209 303 332 32.3 214 1 26.6 332 116 280 23.8 332 28.1 276 21.2 332 24.1 272 17.1 332 21.3 200 152 441 332 205 201 30.3 258 25.0 296 564 252 1 21.6 201 236 246 19.4 201 21.3 244 17.5 201 19.5 241 14.6 201 17.1 238 120 291 63.7 45.0 30.6 13.1 19.6 15.0 052 553 529 412 409 384 346 262 232 160 80 0.hn7dal Lacing 1 65.9 73.5 05.0 01.0 44.8 35.7 33.6 260 220 204 13.3 1113 071 027 089 740 677 617 610 465 441 332 TapTdan0. Lacing 1 170.0 170.0 166.3 120.0 03.3 70.7 63.7 46.0 30.2 32.7 167 la 621 880 896 052 563 029 452 455 303 315 260 235 21.1 206 17.0 230 10.3 201 15.4 230 10.5 101 218 23.1 167 18.0 147 18.2 170 14.9 216 187 10.4 104 16.2 210 10.0 1111 14.1 210 14.9 181 15.3 167 TABLE 9B Anchor Capacity Table (lbs) Anchor Clip Patterns tiabsgale: 2.76 Cononde 3.51 COW. 14011011 PAU WWI MU PT W001 Mdsi Moho/Tip: 3/18' Lloo Ubsoon Ve Eico Ultranon 5" 55" Wirwan 3/16' Elea 11150001 1/4' Vico gigaton 1/4" 88 Elco AggroGotce 7118" BO Unmoor, 1/4' 88 5155 AggraGator $10 glee1 Sarew (95) 1612 gitoi 5crow (05) 912 31514 Scam (05) au 580 bn Min. 0.0 / Woodard or Offset Clip 1/62. 1% 300 Ina WO VA 45015s 890110 1644 be 210 Ws 240 1•• 354 ibs 740 On 37415s 661 lbs 0481bn 341 1164 442 2 Anchow 0 4.75' ex 3- Min. o.c./ (2) W5 Aixdo Caps / 09. 3). 780 bs 780 Ilx 600 lho 1560 tbs 1698 Ix 540 be 580 1166 N/A 760 Ibs 745 ibs 080 it* 1892 lbs 692 1ss 0551114 1120 4 Anchon a 1 Anchor / F-Cilp (Flo. n 195 lbs 195106 225 tbs 4451bs 022 Ito 135 lbs 440154 177 lbs 370 WA 107 ilna 332 itn 4731W 170 los 221 116s 2a0 ibs FIGURE 1: • • FIGURE 3: • FIGURE 4: • • • FIGURE 5: • FIGURE 2: • • • • FIGURE 6: • • ANGLE CLIP MUST BE USED IN PAIRS. ANCHOR CAPACITY ADJUSTMENT FORMULA: 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 ADDMONAL 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 INSTAUATION 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 DIMENSION% 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 0.56. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .10D" 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. 110 & 112 ANCHORS INTO WOOD MAY BE STEEL, 18-8 SS. OR 410 S.S. MULLION 0 cn 03 0 1 Ul 1/7 to to WI complying Mai Iha Final Building Codu Acceptance Bo -02.10 03 Repinal Date r111/4 - /021 By e Dade Produci 0.111101/1/ • • •••• • • •• •• • • •• • •• • • • • • •• •• •• •• • • • • •• •••• •• • • •• •• • • • ••• • • • • • • • • • • • • •• TABLE 10A 52u815r. Cap -40t Tobae;Ib9E97) 1250326 2.829 Alum. Tube Mullion ••• Opening Mitt (7arv9111w5yspeming millions) or Opening Heighi(brliodz r 0?70penri hlMen9)••• .. •• eooadn70 601n 601n 706 60 In 906 1 • • neje • • i? N• • • %Ito 3114 ElcoUlneOn 1606 6,14 Eko114' 51,....Y14Eko I•ctanp0l• Leading 70400411040 Landing Ra 0.n7pdar 1.8.5n5 Trap/Map. Losdn9 RaanluW La.d'ng Trop/Ming. Loading Realm/palm loading Tnp/7d46p. Lwdng R9ci•Nplar Loafing Trap/Tamp. Leant/ie+np ,r7 c1414r • • 'r ,i!Tdanp. •ldedho Nipular �VdGn0 • T�p1fdanp. tooting i ,- ;a fleas ti6Wm07!' Net t ti §'_ ;I gag Tnp/7d9ng. lack. i :iv ,G 11 2 �S RaclanO41 loading I �' ;a Yd Tn7Yflino. Lo.dbg 3 '1 S 1 $.. ;a ii.. is 4' 8 Ur a 4_ ;:a 5. 5 f v ai e 4_ 3a ug $M ga 4 x a a 4_ ES 11 Baa " i c a £ ;a u f % s- u .4_ la a r 4 g 5v S. il a fa 1• x ",r r1. �' i� •'... la 11 fa $ 9 ",c 1 4_ 7:g 1,1 b ill •@ 11 2' ti _ii d ie a 1 r 4_ as a.A 'sd �a ^ 1 6 s 4_ id ea B i 5 • T,. la gii 1 ii 1$a 8 .1 i i 421n 1700 620 171.0 135 170.0 744 170.0 478 170.0 660 170.0 506 1700 092 170.0 619 170.0 1116 170.0 621 170.0 1210.1704 660151 651 V9.00146` 040151 6170.0 i220170.0 76010. 17a5 170.0 621 170.0 1083 770.0 521 45 In 170.0 701 170.0 624 170.0 660 170.0 554 110.0 692 1700 630 170.0 1133 170.0 661 170.0 1276 170.0 677 1709 .1411 • 110.2 4.9 12041' 170: 1..9 55 •109..:41 6360 170.0 660 146.1 1170 1709 690 60.625 In 170.0 747 170.1 663 1700 196 170.0 631 170.0 1046 1700 634 170.0 1195 170.0 723 170.0 1315 170.0 747 1709 1491 170.0 70 170.0 1703 170.0 766 1026 1317 170.0 765 133.5 1677 170.0 766 64 In 170.0 797 170.5 612 1700 566 1701 661 170.0 1116 1700 761 171.0 1276 170.0 503 170.0 1434 170.0 197 170.0 1591 170.0 1St 165.4 1769 170.0 561 134.1 1769 170.0 061 117.3 1769 170.0 011 601n 170.0 085 170.0 701 170.0 1063 1700 707 170.0 1240 1700 075 170.0 1417 170.0 944 161.1 1511 170.0 995 145.0 1511 170.0 1033 120.0 1511 170.0 1063 103.6 1511 170 5 1063 90.6 1511 170.0 1063 634n 110.0 930 170.0 745 170.0 1116 170.0 560 170.0 1302 170.0 940 166.6 1370 170.0 1015 1392 1310 170.0 1076 126.3 1310 154.0 1002 104.4 1370 161.9 1072 199 1370 156.3 1070 783 1370 165.3 1070 66In 170.0 974 170.0 769 170.0 1169 170.0 903 155.6 1240 170.0 1002 1362 1215 165.6 1013 121.1 1241 147.1 1000 105.9 1215 139.0 941 10.5 1245 130.4 978 77.0 1240 129.0 976 65.1 1211 129.0 916 72In 107.5 1049 1709 975 139.9 1019 1602 592 1109 1119 132.1 176 104.9 1019 119.1 060 932 1019 109.7 545 03.0 1049 102.7 530 699 1049 91.3 025 59.5 1049 91.2 120 62.4 1049 91.1 120 70 in 142.1 441 149.1 122 1159 941 1261 505 1019 041 1113 791 612 941 100.0 777 79.3 911 51.7 766 71.4 941 05.5 757 69.6 541 77.6. 741 61.0 141 74.0 737 44.6 941 73.3 736 711n 132.0 591 1370 703 110.0 594 110.9 767 04.3 691 1024 763 52.6 554 91.9 710 73.3 694 54.1 730 66.0 094 74.3 721 65.0 001 70.7 707 47.1 161 67.5 701 41.3 199 66.1 690 59 In 56.9 671 80.1 695 711 671 74.9 665 61.4 671 46.3 676 63.7 671 592 666 47.7 671 629 6710 43.0 671 45.5 551 39.0 671 43.1 633 30.7 671 30.7 631 26.9 675 37.9 620 95In 70.5 590 72.6 627 69.0 590 51.4 515 60.5 692 63.4 509 44.3 600 47.6 002 35.3 490 43.0 484 36.4 090 39.6 455 29.6 590 31.7 477 253 690 31.6 469 22.1 690 291 461 105 In 49.7 466 60.5 421 41.4 456 426 414 35.6 455 37.1 408 31.1 466 32.9 402 27.6 466 29.7 396 24.5 466 27.1 391 20.7 466 23.6 382 179 466 21.2 376 15.5 466 19.6 370 1111n 46.0 441 46.7 400 35.2 441 393 353 32.7 441 34.1 367 206 441 30.2 352 26.4 411 27.2 376 22.0 441 24.9 372 19.1 441 21.6 333 10.0 051 19.3 256 14.3 141 179 351 1201n 36.3 375 369 344 90.2 378 31.3 339 25.9 375 26.5 331 22.7 315 23.7 322 20.1 371 21.3 326 15.1 375 11.5 321 16.1 376 16.7 314 141 In 21.0 202 212 242 17.6 262 17.0 239 16.0 202 16.3 236 TABLE 10B Anchor Capacity Table On) Mehl AnehorCllpPatel eooadn70 225 Camels ask Cont. NM. CMU FIn4C94U PTWoO1 #123101111291Mm 0970.6(00) eerew(06) Anchor Vex 3114 ElcoUlneOn 114* Elm Illreon 6,14 Eko114' 51,....Y14Eko OWL al VeEkoUN/um 89 Eko 15w0137107 6,16' Eko USRCm 114' 56 Elco A20.04..6trew(0,5) /MOW Edge Miura010 1' 24/2' 1' 2-1/2 3.1/0' 1' 2-117 1' 24/7 2' 3.1/0' 2' 0.40' 064' 0.924' 1010101.1190) 1.5/0 154' 13/4' 1441' 2 1-114' 1-1/4' 9.16' 1-1/4' 1.104'_ 1-U4' 2 13'6• 14'6' vales 560 co 2AMoon411479'14n O.C./91aM•0 o0119NCIp(Fl017 300 Do 39096 4301W 65003 164155 270 Ms 21,3 Ito 35469 Miles 37403 6E4 les 54603 34103' 442100 1120 R6 4 A7k50I1 1.13' MN 0.C./ slen0am(cr 04el)Crp 41027 100679 76096 N/A WA WA NIA 36203 WA WA NIA N/A WA 662 les 50561 Q 4ArcIn4 V 25455. O.C. / 43 246 Apple Caps / 411092 766103 79003 660151 160303 1006109 040151 5e003 54/A 76010. 71661 110 N. 1892049 682 los 66511s 112003 03 9Archon ® 0.M' 55L 0.0.4 1.107). No ACV/0m pig ¢ NIA WA NIA WA NIA NIA IgA N/A WA NIA WA WA NM WA 93 26061 1 Arc Ina FClp 410 6) 10601 16586 225106 410 03 022751 135173 140 03 17773 370175 197105 332 Ito 47566 17011 229151 6360 2 Anchors l 1.14 1.11n O.0/F43p(Hp . 67 24209 39061 N/A WA WA 44/A 190•e N/A WA N/A WA WA 341 Ds 442 le FIGURE 1: O O FIGURE 3: O FIGURE 4: FIGURE 5: • • • • FIGURE 2 O • • e 0 FIGURE Q • • ANGLE CLIP MUST BE USED IN PAIRS. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP,,,) X ( ANCHOR CAP..„,,,,,)=ANCHOR CAP.,,. • MULUON USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULUON CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELO 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 010 & 012 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 1.25' X 3.25' X.624' MULLION 011 ni 704 z 0 J W 03z -J 4 4- 1 - co 6 nom. U1 N is v 0 8 LU O. 7A 1 i (O X N M N 2 O M 10 z 2 1 0) N 40 id O O 8' z mo yY co co mcc 1€-2 PRODUCT REVISED a9 complying with the Plblid• Building Code �(4,•b2T$r4S Acceptance No CP - ex NNali. Dale sF(T2:71.,Q02) Dy Miam Dade Pro 1111111111717 LYNN 41/, fir/ GENSF • F� No. at /05 • •tn'' •.!'(. 0IOf`. ••',(%is A. L$NWIMILLLR, P.E. FL P.E.N 58705 G- • •••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • •• •••• •• • • •• • • •• •• • • • • • NIP Mr IP IN IP Mr , •"-•yam "•• Mullion c i610y Tis o m2it') 126 M 3.54 X .024 Alm".Tube Mullion • Opening Width Nerved coy-ependng md0ons)o Opening He'gig ritod7pr•ft•6pannPlftIRilionst,• •• •• 50 in 60 in TO In 609 909 • 1014 • • 60091 • • 110 in 16010 Racungulr Losing 1, 411ang. Wading Radanglr Losing Trapnang. Lasting Ma 941.7 Loading Trap'dang. Loading ReoNngu4M lasing Tnp/7lry. Loading R6asng141, leafing Tup/09n0. Lanai' }}}• Ili 0!014113• gag IV Daerion9. •Loading iinigulril jo6dlg TsplrAang. • Loading 4 :ma 9Za •Iia n% Tnp1Taan0. Leary Pa lannda Loading 7,7/7dag. Lood0. .. $ V if Ai .4 Sa V :1 fa f S V ac.n 3a '.. ?73 U i& x u /c la 2 Ca tt is i ; V is RA e-. to y 1'3 ilia '€ raI R TG.. as Ue n 4a 'L t U SS ie. ' '. Ea U8 5t 42 E a U 6� hh '.. ; . 5 ria 5 a U p 26 .6_ ;a V ii is .P s V la .� ;I. U SL fa 1; t U is 1 a. S It Uv 1. .4e, .Y 1 n) la E.-. U. U 1.gi fJ -R •S a I i_ Ca 0, t r 1 1 U W •a.54c sa•fr '§",. Ea Ua S 1 V '�,, sa U Gl it fi x 1 V F' IA•4a II 1 •?- f : U IA 1. tI ti xa 'E ; u .1 le. J4.. as u bi is $ ; �c h z-. ;a u b fa - Sp6610 3 g 421n 170.0 620 170.0 435 170.0 744 170.0 176 170.0 165 170.0 506 170.0 592 170.0 519 175.0 1116 1100 521 170.0 12404 1711 11 110.0. 1451 170.0 6621 170.0 115 170.0 621 170.0 1003 170.0 621 4610 170.0 700 170.0 524 1700 950 170.0 611 170.0 902 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 671 170.0 44111 170 619 170.0. 1701 11.0 ,'61,1,1701 24004 •1153 170.0 010 170.0 2267 170.0 600 604259 170.0 747 170.0 663 170.0 096 170.0 831 110.0 1046 170.0 604 170.6 1105 170.0 733 110.0 1316 170.0 747 170.0 1194 170.0 755 170.0 1713 170.0 766 170.0 2092 170.0 706 170.0 2391 1701 756 64 In 1710 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 764 170.0 1276 170.0 903 170.0 1434 1700 837 170.0 1694 170.0 056 170.0 1913 170.0 161 170.0 2231 1700 161 160.2 2403 170.0 661 00In 110.0 006 170.0 701 170.0 1063 170.0 797 170.0 1742 170.0 070 170.0 1417 1700 824 170.0 1594 170.0 996 172.0 1711 170.0 1033 170.0 3126 170.0 1063 1163 2163 170.0 1013 121.1 2763 170.0 1013 637,, 170.0 030 170.0 745 170.0 1116 170.0 960 170.0 1302 1700 910 170.0 1118 170.0 1015 170.0 1673 170.0 1171 170.9 1559 170.0 1122 1569 2060 170.0 1169 134.6 2060 170.0 1171 117.7 2060 170.0 1171 170.0 974 170.0 709 1700 1169 170.0 003 170.0 134 1701 1002 170.0 1560 170.0 1081 1701 1753 170.0 1165 170.0 1310 170.0 1210 1430 1966 170.0 1276 122.6 1516 170.0 1216 107.2 1966 170.0 1211 721,, 170.0 1063 110.0 070 170.0 1276 170.0 1009 1700 1166 1700 1126 170.0 171 170.0 1221 161.1 1734 1700 1315 131.7 1734 169.1 1366 115.6 1731 155.9 134 99.1 1731 160.4 1352 00.7 1734 1502 1352 769 170.0 1122 170.0 937 170.0 1346 170.0 1080 160.5 1551 170.0 1301 147.4 1566 142 1216 131.1 1666 161.6 1266 117.9 1656 141.3 1251 90.3 1556 121.3 1229 42 1555 122.3 1213 73.7 1556 1212 1211 711., 110.0 1151 170.0 967 170.0 1311 170.0 1116 155.9 1177 169.3 1246 136.4 1477 152.0 1221 121.2 1477 139.1 1206 109.1 1471 121.6 1191 906 1177 116.9 1169 77.9 1177 110.6 1151 60.2 1177 109.3 114 90 in 1120 1110 14/.6 916 111.4 1110 123.9 966 101.6 1110 107.9 951 66.0 1110 91.3 836 70.9 1110 07.5 122 71.0 1110 60.7 912 59.2 1110 71.3 001 00.7 1110 16.6 0711 441 1110 62.7 970 9510 117.0 175 1209 732 07.6 976 101.6 156 13.6 976 56.3 42 73.2 976 70.5 029 55.0 976 71.2 917 68.5 015 65.4 601 481 976 61.4 710 11.1 975 62.3 716 36.6 176 493 711 1009 12.2 771 4.0 636 6110 771 70.1 64 60.7 771 61.3 674 61.4 771 64.3 64 457 771 49.0 64 41.1 771 44.9 47 243 771 369 632 754 771 369 41 267 171 32.4 612 1119 76.7 735 71.7 661 63.1 730 65.0 650 4.1 730 683 40 47.3 730 49.0 131 42.1 730 460 622 37.9 730 41.1 614 31.5 730 35.4 600 27.0 731 31.9 619 23.7 730 203 601 1201n 69.9 621 61.0 669 49.9 624 512 54 42.1 624 443 652 37.5 624 39.2 644 33.3 624 35.3 537 30.0 621 32.2 631 260 624 27.7 619 2IA 6214 21.6 609 167 624 22.5 611 14/ In 34.7 433 35.1 460 21.9 433 29.4 395 24.8 433 25.4 390 21.7 433 22.4 315 193 433 20.0 391 17.3 433 11.2 376 'no1-IZ. r I. Anchor Capacity Table (45) AnchorCUpPattema suhllale 278 Olive% 3.66 Cow. 1100174 MU Fl00a CMU PT Wool 61911 .A1DItorTYPe 3I1BOcoU6nDn 1/4' 4401170[0n 9107IXoUr Uor6con 9H070coU8racn Ui'FJcoUDacn SS EIco Ag6631461 9107 Pio UllmannAggrx6ar4 1/4' S 6160 timed Scre*(60)06705(GO) 6120ieet 07201et 06180(G5) Edge 1391Re505 11 2-1/2' 1' 2.171 3-100' 1' 2-1/1' 1" 2-tlr r 3476' r 0.40' 0.54' 0.321' E00*195e01985 13/2 1414' 1412 1404' 2 1-1/4. 1-104' 1-1/41 1-111' 1.114' 1.1/4' r 1-18• 148' 66101 2Analws 0 4.71 MIA 0.C.1310ndad orObelCep fig 15 360 513 00014 450 Ds 80019 1604 69 270 Ds 20006 ' 354170 740109 374 05 64 Its 91619 341103 44214 16000 4 AnchoS 601.161 MA O.C. / Sln6anl(acm*t)COp(21023 480150 7019 NIA NIA NIA NIA 360106 WA WA NA WA WA 60200 665th 112000 4 Archon ®rM91. OD./(2)215A7107 S/(71935 700 Ds 7830 61006 10060 1806140 40140 6000 ISA 760166 748130 8066 1892106 602100 88500 1120133 4 Aaetne®0.4•MM. 0.1.711-164, Into .100' Mart (71945 NA WA NA WA NIA NIA WA NA WA NA WA WA NIA WA 1267156 i A10l56/ FCrp 11557 165513 1966* 225 Ds 445th 012th 135116 14004 177 D; 37019 /07 Ds 332 Its 47315 17060 221516 28006 2 Mann 601.10' 6951 OD/ PC9p Mg 5) 24004 346* NIA NA NIA NIA 100 Ds WA WA NA WA WA 341 DS 4426* 66006 FIGURE 1: • FIGURE 3: • e FIGURE 4: FIGURE 5: • • • • • FIGURE 2: • • 0 e • FIGURE 0: • • ANGLE CUP 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. ANCHOR CAPACITY ADJUSTMENT FORMULA: x /ANCHOR CAP.,,,,,,,,, ANCHOR CAP., ' MULLION CAP.,,,,,,,,, USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO OUAUFY 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 (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 BEA 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 410 & N12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 1.25'X 3.04' X.624' MULLION 307 g re 0 0 IDD 0 1 O A W W N 0 J z co co o' V O O A� 0 .o fA 117 go PRODUCT REVLSBD as cornplyin0 with Wo F191911 Building Code C6pi ". Date - '021 Mi Dodo pmdec2 9. �� Ill llllllt�. �. fin . ........... . . : \ No.50705 l •....... ymrE 0 J'U'�p' 074701`.•' C� A. LYwMMIL) R, P.E. FL P.E.# 58705 • •••• • • • ••• •• •• • • •• • •• •• • •• • • •• •• • •.• • • •. • • • •. ••.. • • .• • • • ••• . • • • • • • ▪ - - TABLE 12A Mullion Capacity Table (Ib•Atr) 2 x 4 x .25 Alum.TubeO 96731693 Opening WIA:. :...-_ .Uy -spanning mullions) or Opening iielahi(lo, ii442niay-sp nNril mulo0t2) • _ f ,.v,.ov., Hoke CAAU 60In 80 In 701n 50 Rectangular Leading .. 970 , 0013 Reolan0.dtt • TnprtI3np.4 Loading •• • MIR i' • 12 6 7nWl4eng.• : L'06e�► • • ReclAgul# •• Low y' Oln •• • • 10p/r4s4 Load • 1401n 9 5911p/e1 Sluing 1'WT •no. Lending R.41a1p4a Loading 1006 Tnp77Non0 La8ng r 2-97 pilar 75e5/01ag. Loons R.,YnUar Loaning T•p7Malg. Loo6n0 Rectangular Leading Trepl01m9. Loading iti d� ii III II iiliii11iiiti 111 7 11 o 1-1/4' 11111 d d i Iit11ii1111 d .I 4 I hiLoading 2 Anthas 663 0.C. / Mandeb a01et CIA 010 1627 I 1. ^ a d ii4111,3iii11•1i1 •• 1644 35 l d$ II I l� a 374196 604168 • 11l � it ®l75' 4-0111113 0 236' MIn 0.0.191a105Nfor 010!1)25434'195). 811 a i it I ii an 42 6 170.0 820 170.0 433 170.0 744 170.0 470 170.0 860 170.0 508 170.0 992 170.0 619 170.0 1116 170.0 621 170.04 1240'I 7 ,770.43 531 et 179.0 7/0.0:obit1•.0 14 op, 521 600 y0.0 17410 1735 1083 170.0 170.0 521 500 170.0 170.0 1983 2257 170.0 170.0 521 680 486 170.0 708 170.0 624 170.0 850 170.0 064 170.0 092 170.0 830 170.0 1133 170.0 681 170.0 1275 170.0 677 170.0 417 60.6251n 170.0 747 170.0 963 170.0 198 170.0 831 170.0 1046 170.0 664 170.0 1185 170.0 723 170.0 1346 170.0 747 17100 1494 1170.1 75645 170.0. 1790 1204 •7568 170.0 2092 170.0 750 170.0 2391 170.0 750 646 170.0 797 170.0 512 170.0 066 170.0 691 1700 1118 170.0 754 170.0 1276 170.0 00.1 170.0 1434 170.0 837 170.0 1644 1700 658 170.0 1013 170.0 801 170.0 2231 170.0 681 170.0 2050 170.0 001 170.0 085 170.0 701 170.0 1003 170.0 707 170.0 1240 170.0 076 1 170.0 944 170.0 1594 170.0 998 170.0. 1711 9700 1033 170.0 2125 170.0 1063 170.0 2470 1700 1063 180.6 282 170.0 1003 70.0 930 170.0 745 170.0 1115 170.0 050 170.0 1302 170.0 040 1. 170.0 1015 170.0 1673 170.0 1074 170.0 1859 170.0 1122 170.0 2231 170.0 112 100.7 2553 170.0 1171 146.9 2655 170.0 1171 • J S791n 170.0 074 170.0 780 170.0 1160 770.0 003 170.0 1304 175.0 1002 - -• 170.0 1006 170.0 1753 170.0 1165 170.0 1040 170.0 1210 170.0 2330 170.0 1275 161.9 2437 170.0 1268 132.0 2437 170.0 122 726 170.0 1003 170.0 078 1700 1275 170.0 1000 170.0 142 170.0 1120 170.0 1700 170.0 1228 170.0 1913 170.0 1316 170.0 2125 170.0 7367 146.6 2164 170.0 142 124.0 2104 170.0 1529 122 2104 170.0 120 7641 1700 1122 170.0 037 170.0 1340 170.0 9000 170.0 1570 170.0 122 170.0 1794 170.0 1322 145.1 1980 170.0 1421 140.6, 1900 170.0 1505 1218 1060 1010 1646 106.1 1060 154.0 1635 920 1960 12.7 1531 170.0 1151 170.0 967 170.0 1301 470.0 4115 170.0 1611 170.0 1200 170.0 1042 170.0 1369 162.7 1681 170.0 1474 137.4 105I 183.1 1500 114.5 1061 147.2 1473 982 121 139.8 1459 68.9 1861 137.6 7454 00 N 170.0 1328 7700 1144 140.1 1305 1580 1310 127.5 1303 (380 1196 111.8 1390 121.3 1170 99.4 1398 110.2 1102 00.5 1398 101.6 1147 74.5 1396 2.8 1122 2.0 1300 027 1105 53.9 1308 70.9 1000 5661 147.4 1229 161.6 1006 122.5 1220 127.0 1079 105.3 1220 1112 1001 02. 1220 980 1044 510 1229 89.8 1029 73.7 1229 02.4 1015 61.4 1229 72.2 903 62.7 1226 65.9 977 46.1 1220 02.1 917 1961n 103.6 971 105.6 077 88.3 971 00.0 892 74.0 071 77.2 845 04.7 071 60.4 037 673 071 61.6 026 51.0 971 60.6 615 43.1 071 49.0 796 37.0 971 44.0 762 320 971 40.5 771 111 In 95.4 010 07.3 832 70.6 019 89.0 819 089 910 70.0 000 2. 919 02.9 704 030 010 50.7 704 47.7 010 51.5 774 30.7 910 44.5 796 34.1 919 40.2 742 29.6 010 37.1 732 120 6 75.6 700 780 716 02.5 708 64.6 705 03.0 786 65.0 25 47.2 746 45.4 806 41.9 706 44.4 677 37.7 700 40.5 008 31.6 72 340 653 27.0 706 31.0 841 23.6 72 28.4 631 144 6 43.7 648 44.2 604 36.4 540 37.0 490 31.2 640 31.9 491 27.3 644 262 455 24.3 546 263 179 21.0 040 22.9 474 182 640 103 454 153 615 17.2 456 13.7 844 16.5 448 TABLE 12B Anchor Clip Patterns Su561109e 2.70 11110113. ...P.w7 350Cax. ,.v,.ov., Hoke CAAU Flied ESAU PT Waal Alkha 1,px 3110.1)90210813 yr Elco meson 11 Elcolir Amman 3/16• Eke uRlam5055(ata: 1/4' 0 SS Eko IgprdiYar 51164 Eke. Mown 1/P S5 Elto AgweGaa 610 Steal Screw (05) 511231441 Screw (G5) Edge 014150e 4977 1• 2-1(2' 3.157 r 2-97 1• 2412' 2 3.176' 2 0.46' 0.54' Elbe06elt On) 14/4' 10(4• 15'4' 144' 7 1-114• 1-1/4' 1.1/4' 14/4' 1.114' 1.1/4' 2' 1-315' 14(6' 2 Anthas 663 0.C. / Mandeb a01et CIA 010 1627 303 05 30169 4/0 . 1644 35 270103 22106 354155 740106 374196 604168 946161 3411W 412 0a ®l75' 4-0111113 0 236' MIn 0.0.191a105Nfor 010!1)25434'195). 74006 740ex SA ' an HSA 61066 WA 665166 N/A 2106 WA 662Ds 5266 6 Amnon 01.71'M5t0.C. 13I3196a0(apnd)C7p(RA 47 112 173501 75307 14/0 WA 705165 NIA 790105 N/A WA WA 1022166 132709 4 Alston 03' 1417.0.. 140256 Anzio Caps/(3067 70005 7 000655 156006 16960s 0551) 56066 NA 76006 74805 06066 160205 6621,5 68506 amerce a) a Mtn. 0.0/0)246 Mule Cgs/4.1067 117044 1170166 102063 2340106 281406 aff51 840105 0/4. 111066 112205 132005 283606 122156 132106 3Arabes 01.34' Min 0.0./114110, Mb.(22OM. 43477 N/A WA 137. WA WA WA WA N/A WA NA WA WA WA WA 6 Ale lion 00.64'MIn. 0.C./UClp, Into .121 Man. p=ug 87 N/A WA NA WA N/A N/A WA WA WA NA WA WA N/A WA 2Ar60850260' Min 0.CJF43103(34. 07 370135 37069 31504 743166 71203 WA 26005 N/A 048150 9108 44043WA 34105 44205 3ArcIsro 01.71' 616.0.CJf43p(Fig. 10) 44305 52566 37964 073105 N/A NA 35364 ISA 50516 NA WA 1 WA 51113s 66484 NOTE: FOR THE OFFSET CLIP. USE THE SAME ANCHOR =IGURE 2: FIGURE 3: FIGURE 4: • • • • • • FIGURE 6: • 0 • FIGURE 7: FIGURE & FIGURE 9: FIGURE 10 111 • • ANGLE CLIP (FIGURES 566) MUST BE USED IN PAIRS. 012 Sled Scree (G5) CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. TMENTFORMULA: (DP,w) X ( ANCHOR ANCHOR `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 606345 AND BEAMINIMUM OF.125'THICK. STEEL STUDS TO BEAMINIMUM 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. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-5 S.S. OR 410 S.S. .250' 2• X 4' X .25' MULUON 0 di 1i4 Y 8 0. (7) J 2 N X a X N f In N LO A 0 ID A 1 z 0) N 03 0 z 5 X1 O Ice ce 0 SA ma PRODUCT REVISED 30 complyin6 with lll4 PIL9id• Building Code Acceptance No t%-0218.045 E p7081'., Dale ,`3,5`/.. 101) Mizen Dodo Product Cab `1111111117 1114 `x.1,346{ 1.1Nr141j��•ii;i `'. •.�' 1.ENSF '•.FP ' Q Nu (;(1705 O 15C TE A. L44N1NIILLER, P,E. FL P.E.# 58705 • •• •• • • • • • • • ••• • • • ••• • • •• • •• •• • • •• • •• • • • •• • •••• •• • •• • • • •• • • • 1 • 11.0-• • • 13A TABLE Mullion C paoay Table wan) 2%Bela 141491025 Meted Opening Width (forvortiady-spamirg mations) or Opening H•1g14 (forh�odamaey-speanl110g7UNar) • • • • 84491610. MI In 001n 7010 001 00In m • ••yy'43 In • y • • lin • 14087 5116•Eko 916. 1001n 1700 1/C 8S Elm A44•G•er R•etsngulr 1149/111.94g. Imam R•ct•rpdr Lowing 17IP17d•t0. Looting R1ctumil• Loodlp 3109(7 an9. Maim 150 110/41144 Lembo TnPRdano. Loading Rcl•ipdr L°1d00 7,09770 . Losing •R44# 84/SI X00.Lw60 8118414140. •• • •10�• 7/ dM • ••iz. itTM0 La • dnp .RC L p 0.54• 0. 1011n9 II pi 11 I/ fl 111 1 hi // uu 1.1/C i i hi II 2' I f il fai if it hi 11 li Ilf iiiet 450101 1.;1 la faltg lid 200161 • 1.841 74014 III / Ail 1B it lif li 11 hi ii it 1-1. II 01 A 42 In 170.0 820 170.0 435 170.0 744 170.0 478 170.0 600 170.0 500 170.0 002 170.0 619 170.0 1110 170.0 621 170.0 140 A 52, 1 / 4g 17 521 t 7 1735 170.0 021 170.0 1013 170.0 621 45 In 170.0 706 170.0 524 170.0 850 170.0 550 170.0 092 170.0 630 170.0 1133 170.0 601 170.0 1275 170.0 877 170.4,7 338010 20.0 N. ;Au t 100=17 378018 WA 2.A 1143 170.0 Bao 170.0 2207 170.0 480 N/A 170.0 747 170.0 083 170.0 000 1700 631 170.0 1010 170.0 004 170.0 1195 170.0 723 170.0 1345 170.0 747 170.00 1414 170.0 758 170.0 1703 170.0 758 170.0 2002 170.0 756 170.0 2311 174.0 756 50.02517 5411 170.0 797 170.0 612 170.0 050 170.0 811 170.0 1116 170.0 764 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1504 170.0 056 170.0 1013 170.0 101 170.0 2231 170.0 101 170.0 2550 170.0 181 60 0 170.0 805 170.0 701 170.0 1003 170.0 707 170.0 1240 170.0 070 170.0 1417 1709 044 170.0 1814 170.0 900 170.0 1771 170.0 1033 170.0 2125 170.0 1083 170.0 2470 170.0 1063 170.0 2033 170.0 1003 03 N 170.0 930 170.0 745 170.0 1118 170.0 550 1700 1302 171.0 040 170.0 1410 170.0 1515 170.0 1073 170.0 1078 170.0 1839 170.0 1122 170.0 2231 170.1 1100 170.0 2003 170.0 1171 170.0 2075 170.0 1171 81 In 170.0 974 170.0 709 170.0 1109 1700 003 170.0 1384 175.1 1002 170.0 1550 170.0 1080 170.0 1753 170.0 1155 170.0 1948 170.0 1210 170.0 2336 170.6 1275 170.0 2727 170.0 1244 170.0 3117 170.1 1214 7207 170.0 1063 1700 878 170.0 1275 170.0 1000 1709 1461 170.0 1114 170.0 1700 170.0 1220 170.0 1113 170.0 1315 170.0 2125 170.0 1307 170.0 2550 170.0 1411 1709 2075 170.0 1529 170.0 3400 170.0 1530 170.0 1122 170.0 037 170.0 1340 170.0 1000 170.0 1570 170.• 1209 170.0 1704 170.0 1322 170.0 2011 170.0 1421 170.0 2243 170.0 1606 1700 2092 170.9 1620 170.0 3140 170.0 1804 170.0 3581 1700 1705 701n 7810 170.0 1151 170.0 007 170.0 1301 170.0 1116 170.0 1811 170.0 1250 170.0 1642 170.0 1300 170.0 2072 170.0 1474 170.0 2302 170.0 1564 170.0 2783 170.0 1700 170.0 3223 170.0 1777 170.0 3643 170.0 1706 170.0 1328 170.0 1144 170.0 1564 170.0 1328 170.0 1159 170.0 1408 170.0 2125 170.0 1653 170.0 2391 170.0 1793 170.0 2858 170.0 1015 170.0 3118 170.0 2125 150.0 3413 170.0 2273 130.5 3413 170.0 2361 5014 170.0 1417 170.0 1232 170.0 1700 170.0 1434 170.0 4403 170.0 1622 174.0 2207 170.0 1704 170.0 2550 170.0 1052 170.0 2033 170.0 2005 100.0 3100 170.0 2331 137.1 3190 158.6 2470 120.0 3199 teal 2426 901n 170.0 1594 170.0 1400 170.0 1013 170.0 1047 170.0 2231 170.0 1170 170.0 2550 170.0 2076 154.0 2781 170.0 2271 145.3 2781 101.0 2333 123.0 2761 140.4 2201 105.0 2701 125.1 2234 02.7 2781 110.0 2104 1081n In 1700 1838 1700 1454 1700 1000 170.0 1700 170.0 2203 170.0 1932 170.0 2021 170.0 2149 161.1 2632 1029 2245 130.8 2612 148.4 2210 113.8 2832 128.4 2106 079 2032 115.1 9120 65.4 2032 1008 2044 111 170.0 1771 170.0 1500 170.0 2126 170.0 1659 154.4 2252 150.1 1091 135.1 2252 141.4 1964 1201 2252 1272 1038 100.1 2752 118.1 1016 00.1 2252 00.0 1072 77.2 2252 019 1038 07.5 2252 81.4 1000 12010 144 1251261 1504 125.8 1445 104.3 1584 - 100.1 - 1425 80.4 1584 01.1 1407- 762 1504 00.7 1390 40.5 1554 72.3 1373 62.0 1504 55.7 1358 52.1 1504 50.0 1330 44.7 1544 49.2 1305 •uruno 30.1 1564 44.4 .161 1283 871.111 - TABLE 13B AnchorCapa ItyTable (1ba) Wood Meted Anchor Clip Panama 84491610. 2.7140:994949 3.56 0090. I490Ow CMU Faed CNU PT Anther 137. 3110' Elea Ullacon 114' Eko Mom 5116•Eko 916. 3/10"Ebo 110x825 711' Eko 125250025 1/C 8S Elm A44•G•er 5/111' Elm U0r• on 114'50 Elco A44r1G•la 010 Steel Sc 075) 0123041 Slew 1615) 01281.1 Suety (G5) EON glnmslb): 1' 2.112' 1• 2.12• 3.116' 1• 2.1/1• 1• 2.112' 2' 3•1/8' 7 0.48' 0.54• 0. Embedment (b): 1-374' 1.374• 1314' 1314' 7 1-114' 1.1/4' 1-1/4' 1.1/C 1.1/4' 1.1/4' 2' 1-3/0' 1-3/5' 44218 odea 50000 A960.C. 7850nderd or Met alp 3y.1420 30000 30069 450101 89019 104409 27010• 200161 35443 74014 37415. 66410 04569 341 IM 81519 112010 2 Arnhem 094.75' 4 Anchors 04.8r Mh11C./ 81•ddd(r 00el) C2P(FM 3): 70000 70009 000 be 170019 323210 54018 68010 701 ba 148069 714 00 WA 127200 NIA 189219 WA 00269 136369 1770 be 224010 8 Mahon 01.7CMh. O.C. 1510Mard(or O196 CSP(Fig• 41 110010 140019 101019 259519 WA NIA 94019 WA 104510 74019 00019 100219 06269 005 751 112069 4 Ander (113' 6416 O.C./(2)2x5 An91• CM I(Flo 5): 780 be 780be 50069 1500118 165043 54001 55019 WA 70010 141608 170014 371469 7363 69 177010 224010 8 Aman 0 3• Mtn. 0.0 I (2) 275 Arab Om I (Fq. 67 108019 150019 136019 3120111 3702 0. 108019 1120 69 WA 1520 01 WA WA WA 204500 205419 338010 12 Archon01,0 MIM 0.GI(2)&5Mob COPS/(Flu. 7). 110010 210010 144069 378018 WA WA 1320 ba WA 150000 WA WA WA WA WA N/A 143004 4 Anchors 01.34'I.06 O.C./U-Op. into .125• AIM. (Fir/ 1): WA WA WA WA WA WA WA WA WA WA WA WA WA WA 2001 00 e Archon O 064' 146 O.C.I Uz.% 0.10.125'A001. (Pip. 0): WA WA WA WA WA WA WA WA 37410 838)0. 94810 34169 44200 08010 2 Anchors O 4.04P Nin. 0.04F -046(F9.101 30008 39010 4501 ass the 161119 27019 200 Os 35410 74069 0. WA WA WA 002 01 105 69 1120 00 4 A50505 01.71• 8.451. 0.C/ 1010110.11) 590 69 70000 00500 129010 WA THE NIA Srwunwon 47019 n Io WA 533 NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANC110R VALUES AS FIGURE 1: • • FIGURE 6: • • FIGURE 2: • • FIGURE 3: FIGURE 4: : I I : FIGURE 8: • • • • • • • • FIGURE & • • FIGURE 7: FIGURE 9: FIGURE 10: • • • • • • •• • • • FIGURE 11: • • • • ANGLE CLIP (FIGURES 5-7) MUST BE USED IN PAIRS. TMENT FORMULA: (DP )X (ANCHOR CAP.„„,„,„„)\ ANCHOR CAP `MULLION CAP.,,„„„.. USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. .250' TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/0R OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 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 0-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 608345 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. 810 & 4712 ANCHORS INTO WOOD MAY BE STEEL, 18.8 S.S. OR 410 S.S. F•--' 2,000'-•i 2' Xt'L'G'1%!!!!!!!li MULLION 6.000' yyN Nr m rc O 2 z N M° a O Mo z 1 rn cn 5re -) Y 0 a PRUUUC1 REVISED m complying With the Fk6NY Acceptance Building Code 10'4311$•0'3 Accept', 40N ' b2I 0.', Dale 1P-14. 1(// RY 1Z/ 47. 1418125' I • • Product \\\11111117/. 4YNN 491[!��/i �O •624 140.50705 a- : rr_ 7. _%•Lll� •._ EOF .P F/.OR\ - ' Cj ' M)LL�R, P.E. FL P.E.# 58705 • • ••• • • • ••• •• •• • • •• • •• •• • • • • •• • •• •• • • • • • • • • • • • • • • • • • • • • • • • • ♦ _-51 • • • • r-• • A Mullion Capacity Table (Ibema) 1.28" x 2.11' x.125"beMuim TubeMSB Opening Width (Por murtIcaiy-6parr4ng mlilons) orOpenang V4Zgpt (kg tnliwa 633 MSly-spi)%jp) Ry .41 _ • • • 5086 5010 701n 901n 001n • • ••10086• • • •120 • • 140 in 10086 Rectangular Loaleo Trapftaro. LOWER/ Recta/S162 Loading 71117708110 1(94152 6961.000111 1oa0k0 708101 p. Loadno Rsotsngdar LOGIN TrapTdarg. L0adn0 12w45051ar Lee•I1 T084T66, Loam geolar90Ua` • Lo4 TmWRdxg. Leading, I R4t.4r Loop 3-112' Trap4g. Le#1 j1 • 86Isn9Mar •.0281335 Tnpr6arp. Loading Rectangular 10251 52 Traprilleng. T06400 1 I i 11 f" 1 1 1 11 jylfIa Z 1 1 ii la i144.2 1 s� i a, f a 11 x 1 11 fa {g¢s i41d 1$7 II fa ii ii a f a Z4 11 a 11 Q� i fa l i 1 itl 3 ijj 1 f, i65� .t a p a$ • �_ 1t fy¢j ZM 1 1 1 1 11 a i1 II g 11 11 a 11 g g60 4210 520 167.0 428 120.2 526 1499 ii9 103.0 526 921 626 134.8 td 1i:S 1134.1 1C 015 626 13/1 1 45.1 526 134.1 7i 1 4186 668 403 1040 333 60.6 403 947 325 89.0 403 85.4 320 024 403 81.4 317 53.7 403 761 915 •*.I 14034 70 lit '40.c • Iv! 311. !1'.6 403 75.5 314 30.2 403 718 374 50.6251n 82.3 362 91.0 301 846 382 79.3 294 648 362 71.6 200 51.5 362 97.2 296 467 362 64.0 284 41.2 362 532 253 54.3 362 015 253 29.4 362 63.5 263 267 312 83.5 213 64 86 67.6 319 741 267 565 318 64.2 261 48.5 310 57.7 268 424 316 53.5 253 37.7 318 509 250 33.9 315 49.6 241 25.3 318 411 248 2A,2 315 40.1 248 28.2 318 40.1 246 86 40.6 256 53.1 219 412 258 45.7 214 35.3 296 467 210 399 250 37.2 207 27.5 259 34.0 204 20.7 258 33.4 203 201 258 322 201 17.7 258 322 201 15.5 258 32.2 201 03 86 42.7 234 458 200 35.6 234 39.1 195 395 234 34.7 192 28.7 234 31.6 189 23.7 234 29.4 166 21.4 234 240 194 17.9 234 246 111 15.3 234 215 153 13.4 234 225 113 OB 86 37.2 213 344 163 31.0 213 33.7 176 225 213 29.6 178 232 213 27.0 173 20.6 213 25.1 170 18.5 213 217 105 15.5 213 21.3 187 133 213 220 168 11.6 213 22.0 115 7286 25.6 179 321 155 239 179 246 152 20.4 179 22.5 145 17.9 179 20.3 147 156 179 10.7 145 78 86 24.3 161 25.4 140 20.3 161 21.8 137 17.4 151 16.0 136 152 161 17.0 133 7980 226 152 23.6 133 19.6 152 199 131 161 152 77.6 126 1 Anchor Capacity Table Abu) Anchor Clip Patients 5./1111115 2.78 Commie 3.51 Cas:. Holm CMU rand CMU P760251 Meta Matt ly0.' 3.15' Elm Milken 1M Elco Wrim 5R6'EkD Macon 3716•EaoUlOMon U4* 5001.111005 114' 53 4.24 114' 5116' Eko (861203 VI' SS 040 Ag1606or 61001W Sun (GO 61231591 841•1 (G5) /1251441 SISW (05) E1ye Ctslance(Ir8 1' 2-1? 1' 21? 3-112' 1' 2-17 1' 242' Y 3-116' 2 946' 0.54' 0.394' Embalmed (b1 13'1" 1414* 1314* 1364' 2 1-114' 1-171" 1.174' 1.94* 1.1.4* 1-114* 2 1.37' 1J'6' 3,01e0 440442:4111 T Ian 0.C.)(2)20580e05)ls/(31) 760106 _ 750105 650151 15E0 In 11306 Its 64062 660 be WA 760111 7860 690156 160282 6065 566585 143061 FIGURE 1: • • 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 6083-T5 MID BE A MINIMUM OF .125' THICK. STEEL STUDS TO BEA 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: (DR,)X(ANCHOR CAP..,,,,,,,,s ANCHOR 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 I---1.266' -I .125" 1.26' X 2.11' X .12 'MULLION (INTEGRAL FIN MULLION) Z 0 J w m 1"• z 1- 1 - CI) (63 (0 U a N co o O M 80 g' jv y w S 0 J J 1 • 01 (`t 0o Mo a 0 Z Y coO co leeee O to T8RCi)UC7 REVISED es complying 0101 We FIori& Building Codo Acceptance No 1%C21b•tl*j Expiration Dar� .1 2621 '&0" ' By Mi 11!111111 HCl LYiJN .4.01;0o, I i T1; : 0.. 56.705 o51 I ; 1L.. SI TL -OF `� A. LYDIW'MILL��t, P.E. FL P.E.# 58705 • • •• .• •• • • • • • • • ••• • • • ••• • • •• • •• •• •• • •• •• •• • • • •• • •••• •• • • •• • •• • • • • • • •J • • • TABLE 15A Mullion Capacity Table (Deft) • • s • • • • • • • 3.26"30 DEG, AL BAY MUU. Opening Width Prvel5cay-Sparrim mt010175) or Opening Hecht (for MdmnHYy:a77in0l�a ml• • • • • • • • • • • • • • • • 50 in 001n 701. 0015 901n 1r N • • , 12019 4 Recl.tp*M L.14ng • • • 417rapAgi1I loIdlib .14 RaclonpAr La • N . T,R✓TdanO. &gang 10091 Reclanyr Lasing 1109/18190. Laadng 1/4' SS Deo A49.0010r Rm1.1p31r Laadng TmpT15ng. loafing Rectangular Loafing TmpfTte.9. LOa175 Rectangdr Losdng TmyaMng. Logang Rectan•dar Losing Tnpfrd/M. loading Rectangular Loading 1tap/1111110. Loadn9 lindmI0dar• Lading 7ApndPp. • Loading• 2.12' 111 i1119.1d B1 D 1 ii II ii 11119.12 a_ II 1y4' a IpI 31 II**g ii 3l 11 8938I $g II a I 3C. III iI INS 11■ 1J/r II J a ,g1 iii II{�lgiial}8$ SI ii: 390456 450 Pe 8101M 170044 11 S1 11 1#1f it dog 6 i72n 6 g 421n 170.9 620 170.0 435 170.0 744 170.0 471 170.0 660 170.0 500 170.0 002 170.0 519 170.0 1111 170.0 621 170.0 1240 170.0 621 017041 kW 670.0.62` WA 15.0 1735 17093 621 149.1 1740 179.0 521 48 In 170.0 706 170.0 624 170.0 050 170.0 604 170.9 902 170.0 930 170.0 1133 170.0 601 170.0 1275 170.0 677 170.0 1417 17E04 804 6152.! 10221 170.94 ead 1 .!i ,22, ir/o.o 060 114.2 1622 1799 600 50.620 n 170.0 747 178.0 563 170.0 690 170.0 611 170.0 1040 170.0 604 1700 1196 1700 723 170.0 1645 170.8 747 164.2 1443 170.0 750 135.9 1443 178.9 750 117.3 1443 170.0 766 1020 1443 170.9 765 64 In 170.0 797 170.0 612 170.0 050 1700 691 170.0 1116 170.0 754 170.0 1278 170.0 003 100.4 1353 170.9 037 144.3 1353 170.0 056 120.3 1353 170.0 901 103.1 1353 170.0 101 90.2 1353 170.0 441 60 In 170.0 865 170.0 701 170.0 1003 170.0 707 187.0 1211 170.0 679 146.1 1216 170.0 944 129.0 1211 151.0 830 116.9 1219 152.1 024 07.4 1218 146.1 613 93E 1219 148.1 913 70.1 1210 140.1 913 63 In 1700 030 170.0 745 170.0 1110 1700 650 1502 1160 100.1 933 1314 1160 1510 914 1108 1150 141.9 006 105.1 1160 134.2 986 87.1 1159 120.7 171 76.1 1150 120.2 670 65.7 1160 126.2 670 0011 170.0 974 170.0 710 152.4 1046 1656 eel 130.0 1040 140.1 064 114.3 1016 133.1 950 1018 1049 123.4 839 91.4 1041 116.6 939 70.2 1049 100.4 021 60.3 1048 1092 119 67.1 1949 1062 116 1400 860 147.9 764 117.4 000 126.0 741 1008 800 110.0 734 080 900 100.0 722 70.2 000 02.0 712 70.4 090 082 703 66.7 990 79.2 443 003 190 70.6 661 44.0 010 76.4 640 7044 110.7 700 125.1 010 00.0 793 100.4 070 65.5 710 013 003 74.5 700 53.9 652 00.0 700 76.9 643 50.9 700 71.7 036 49.9 700 05.1 024 42.0 710 *2.1 MO 37.4 700 61.6 617 70 In 110.0 750 1168 657 02.3 760 90.1 044 79.1 750 65.0 032 00.2 7550 77.1 62) 61.6 700 79.6 012 66.4 760 65.7 605 46.2 750 59.4 514 318 750 002 064 348 780 65.6 010 90 In 72.1 063 74.4 000 00.1 663 62.0 401 61.6 663 64.0 453 45.1 503 40.0 475 40.1 583 44.4 400 36.1 603 40.9 402 30.0 W 38.2 452 26.9 653 33.3 449 22.5 5w 31.1 442 00n 69.4 495 01.1 443 40.5 495 61.5 435 42.4 405 44.9 427 37.1 496 30.9 421 33.0 405 30.1 415 21.7 495 33.2 409 24.1 495 21.1 400 21.2 406 20.6 304 10.6 406 25.0 390 1001n 41.7 301 42.0 353 34.4 301 359 340 208 391 31,1 342 26.1 391 27.0 337 232 301 24.0 333 20.9 301 221 320 17.4 391 19.7 321 14.9 391 17.9 315 111 In 30.4 370 392 335 32.0 370 33.0 330 278 370 20.6 325 24.0 370 25.3 320 21.4 379 22.8 316 10.2 370 20.9 312 180 370 11.1 305 1201n 10.4 317 30.9 209 25.3 317 20.0 264 21.7 317 228 250 10.0 317 110 278 16.0 317 17.0 273 144 In 17.0 220 17.0 203 1 TABLE 15B Anchor Capacity Table (Ib.) Anchor CllpPatt•ms Ou9.t.la: 2.7k Concrete 355 Wile. Holo. CPU Filed CMU PT Wood IMM AfloMflYp: 3I10'EICOt)0mcon 114'EkaUAmca 6/15- ENO M011m 1'16'EkoMO.eon 1/4'E45oleaacan 1/4' SS Deo A49.0010r 5110' Boo Limon 1/4' SS Elie A1g/Galr M10 Sled Paw (05) 012 51114 00,..(G5) 01201511 Ocmvp35) Edga 0111ence (nk 1' 2-1/2' V 2.112' 3.118' r 2.12' P 2.1/2' 2' 3-170' 2' 0.45' 0.54' 0.124' Embedment 00 1y4' 1-314' 1.374' 1.374' 2' 1.1/4' 1-114'_ 1-174' 1.1/0 1-114' 14746 2' 1J/r 1.10' Was 2 Anel .@0'Mia O.C./(2)205 Angle Clips /(Flg. 150 39044 390456 450 Pe 8101M 170044 270 Ps 2501M 35445. 740 Or 374104 7201M 94019. 34144 44244 66019 4 Amnon ®3.5' Min. O.C. 7 (t) 2a5An915 Clog / F10. 2k 78015. 780101 79010. 157011* 2525104 540 44 880 )9. WA 1120 Ea 741100 610144 1092144 662 M 655 45. 1120 M 6 Anchors 6 271' I4kl. 0.C. / (2) PO Make Clog 1(F10. 3k 1120 44 1120164 958144 me ate 2254 44 WA 940 44 WA 105919. N/A 1320 In WA 1022 Ps 1327 44 1000 be FIGURE 1: • FIGURE 2: • • FIGURE 3: • • • • • • • ANGLE CLIP (FIGURES 1-3) MUST 8E 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-00. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL 8E 5063-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 A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 910 8 912 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. TMENT FORMULA: (DP,,,,,) x ( ANCHOR ) ANCHOR CAP.,,, MULLION USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN 171S LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WH.L YIELD A MINIMUM ANCHOR CAPACITY WENCH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM 71-E ANCHOR CAPACITY TABLE. .125' 30' BAY MULLION U Q- J - J m w 0 w M N 0) m 1 O M 00 S 1 U re 02 co .0 z O Y O cn iZ� PRODUCT REVISED a complying wile Be Florida Badding Code Aceeptaoce No 1G-4�L18.03 761716017 Dago :FT?L' • 021 By MI. Dade Produce ```111i11111lI / ‘. .s.0\( 1YNv 4f/// �1CS314S/a • • • •• •. • • • • • • •. • • • • ;- • • • ••• •• • •• •• • • •• •• • • • •• ••• •• • •• • _ •• • • • .-• TABLE 16A 5.26" 46 DEO. AL BAY MULL 3 421n 4901 50.5251n Si 50 94 63 01 0601 7201 7010 701n 0001 56h 106 In 111 In 110 In 144 In 5001 R4ctnOdr lmdn9 11 001n MulAonC pay • • • • M • Op.nlng lMdth (fei0C4p&d1lfllJ)0021) or Qp.nln Hs ht (for 00,1 )p5ppmfromt ) • • • • 11812 • : r if9N7%an0• fin• 70 01 001n 9001 ,g N : : • • 7109191ing. Loading 1 R0dm01Nr 0.4.6119 1 170.0 170.0 170.0 170.0 170.0 170.0 170.0 161.0 137.4 127.1 82.7 062 47.9 44.1 34.9 202 820 766 747 797 170.0 170.0 170.0 170.0 435 624 170.0 170.0 11 744 harmine. Laing g Roelnpir Loring 1 710/111091. Bumpier Londn9 T,0W1A0n0. Laing 0.010rp4r Loading loam Malin/W0 t50dn0 7111'74000. •L00•19 • •ROetmiii Loman0 • ••• •• • • :4010 • Rat4n•1i 0.4.6090 7Y • t* 60 10001 R4ctio91r Imam 7,95775009 Lad0 1 $� 6 _ if 11 g 11 h 1 �d 1 1 1r 170.0 470 170.0 808 170.0 508 170.0 002 170.0 611 170.0 1116 170.0 521 170.0 1240 170.0 t1 1 32 370. 1 i= C0.0 O M! i�1• ft Lit) 1i0 050 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 001 170.0 1275 170.0 077 170.0 1417 1704 650 1163.7 1637• 170.0 ▪ 680• 1431 1 •fl 1735 0837 503 170.0 691 170.0 831 170.9 1046 170.0 604 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 750 147.1 1552 170.0 751 121.1 612 170.0 956 170.0 691 170.0 1118 170.0 754 170.0 1276 170.0 803 170.0 1434 170.0 037 155.2 1455 170.0 056 121.3 1455 005 030 014 1010 905 001 046 50/ 440 426 364 253 170.0 701 170.0 1063 170.0 797 170.0 1240 770.0 078 137.1 1300 170.0 044 131.7 1300 170.0 900 126.7 1309 103.5 094 101.1 1301 170.0 157.1 801 012 170.0 170.0 160.8 143.0 745 709 170.0 1116 170.0 660 112.1 1147 170.0 940 142.5 1247 164.6 963 120.7 1247 152.0 965 114.0 1247 144,3 152 15.0 1247 877 170.0 134.7 1169 170.0 003 140.4 1100 183.7 065 121.1 1100 147.0 945 116.4 1100 130.5 025 103.8 1110 1264 014 61.8 1100 130.2 111.5 1010 144.0 650 115.4 1010 127.2 642 101.0 1010 114.7 820 09.0 1010 105.6 817 100 1010 08.0 607 672 1010 132.5 05.4 70.1 702 764 114.5 000 1220 778 00.1 000 107.1 761 05.9 008 002 741 70.3 000 60.2 730 067 906 02.5 721 57.3 100 00.0 74.7 136 690 715 105.9 501 112.5 736 90.0 001 NA 725 70.4 101 os 713 70.6 601 81.0 703 630 001 75A 004 53.0 801 4.,1 718 941 574 000 640 721 564 59.1 646 020 554 51.7 640 56.1 545 45.0 040 50.0 637 41.4 640 47.0 530 34.5 646 41.5 596 50.6 54. 59.1 400 40.7 601 514 401 42.0 516 45.0 463 37.9 560 41.4 470 311 550 38.1 470 20.4 580 33.4 510 451 110.1 00.1 11.4 74.2 67.7 40.1 45.4 205 24.3 1652 1455 1308 1147 1100 1010 001 101 640 098 170: 011D.0 170.0 170.0 167.1 135.7 111.1 07.1 712 043 481 45.0 35.5 20.4 405 385 331 39.9 449 412 399 34.2 449 35.7 393 29.0 449 31.7 307 216 440 291 382 23.9 449 2111 377 20.9 449 22.7 17.1 449 382 50.5 20.4 38.8 425 37.9 379 31.5 425 32.4 373 27.6 425 20.1 387 24.6 425 102 382 22.1 425 24.0 358 18.4 425 20.7 360 15.8 425 11.0 11, 521 000 756 011 102 835 013 701 710 176 511 452 181 343 1 160.3 122.1 110.4 17.0 79.0 71.5 64.9 50.5 42.9 31.7 25.9 21.3 15.1 11- 1871 ' 1871 1837 1552 1465 1301 1247 1186 1010 900 1181 040 688 449 1 11 170.0 171.0 170.0 171.0 157.1 135,7 111.1 87.7 70.11 13.7 36.5 21.7 11.0 i 621 010 756 061 982 035 1193 769 708 072 507 447 350 214 29.1 364 20.8 321 24.0 364 218 321 21.8 304 228 317 19.4 364 215 313 17.5 304 1.7 309 18.0 253 17.1 230 TABLE 16B Anchor Capacity Table Obi) PT Wood MIN Anchor Cap PatteRni Sulostritc 2.71 Concrete 336 Coon. Nolo. WU Med MIU Anchor Typr. 3/10' Elio Ultrnoon 114' Eton Wrocon 5/W Eloo Ullwon 3/115. Eko uomon. W. Soo lanicon 1/4t 80 Eko ApgroCalor 5/111. Elea Ullmoon VC 89 Eke AporoOnlor 010 Meel Serra 105) //I2 51iii Sam (G5) 012 31111 3isow (05) Ile 442 II. MO IM 1 Archon 91 5' MIA OZ. / 03 Ti5 Am* Mpi / 0112 WO lbs 390 be 450 Ls 690119 1703119 270 Ma 21010s 354 104 740 Ibo 374 Ibi 72011. 880 Inn 946 ki 1812106 341 912 Om 88511s 1120 114 3.5. ilia 0.C. / (2)96 Amii Ckts / (F1/3 22 790 II. 790 119 700 lbs 1570114 2525 lbs 540 Is 560 M N/A 1120 ko 745 Ilii 1022 lbs 1327 lb. 14110 In 4 Amnon 0 6 AnchoriAlt 2.71' MIA 0.C. / (0215MM Ciao / OF1p. er 1120 In 1120 Rts 050 lbo 2240 Its 2254 lbs MA 840 Oa N/A 1059 Ito NIA 1320101 NIA FIGURE 1: • 1 FIGURE 2: 1 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 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-00. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 8063-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 /HO 8012 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. ANCHOR CAPACITY ADJUSTMENT FORMULk -ANCHOR CAP... USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 0 -J -J 1- Q. 04 1 Lo cn PRODUCE REVISED ;‘,:votinarin.plionyintmmit Building Code _ 2021 J. .1 1E:45 ;7:15;8E5 1;:F 7R- 05-. -111 • •••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• ••• • • •• • •• • •••• •• • •• • • •• •• • •• • • • • ••. • • • • u. -.1 1.000' -- 1- 2.000" .125' .125" 1' X 2' X .125" MULLION 6063-T6 ALUM. XSECTION .376' MIN. MIN. -( 1.000" �-- 2.000' L 'X2 X .375' MULLION 8063-T6 ALUM. X -SECTION I--.125" 2.000" STANDARD CLIP 8063 -TB ALUM. X -SECTION .125" 3.125' 2 5.500" CUT HERE TO .376" -'I _ CREATE F -CLIP, SEE r MIN. r DETAIL F, SHEET 1111111111111 2 - STANDARD CLIP 6063-T6 ALUM. CENTER OF ANCHOR HOLE MUST LIE TOPVIEW WITHIN THE DASHED BOUNDARY. SEE SHEETS 6-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1/18'. 5.500' -( _-375" MIN. CU .125' .740' 2 OFFSET CLIP 6063-T6 ALUM. TOPVIEW -1 1.000' r- 2.750" .125' .375' 1 1' X2.75' X .375' MULLION 606340 ALUM. X -SECTION 2.125' U -CLIP 6063-T6 ALUM. X -SECTION .125' 2 F --1I .740" -- 2 .338' MIN. U -CLIP 606346 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 • 1/18". i 2.750' l 1.000" • •• • • • • • • •• • • • • • • • • • • • • .125" •• • • esc. • • • • • ••• • • • • -•- I -1.000"'-I • •• •• • • • • • • • .125"••• • 3.188" ••• •• • 50V • • • • I -1.250"-I .125" -.265" 1' X 2.75' X .650' MULLION •• • 11" X 3.125' X t' ALUM • •• 1.26 X 3.168' X .265' MULLION 6063-T6 ALUM. 6063-T6 ALUM. 6083-16 ALUM. X -SECTION X -SECTION X -SECTION 2X5 ANGLE CLIP 6063-76 ALUM. X -SECTION r 5.000' .375" MIN. I� 2X5 ANGLE CLIP 6063-T6 ALUM. TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5.17 FOR THE ANCHOR 0.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1/16-. Mull Dimon:don (sheet //) POT Part # Mullion Std. Clip Offset Clip U -Clip Angle Clip 1" X2" X.125" (6) 88605 666113M 8681118M 866243M 686511M 1" X2" X.375" (6) 688006 666114M 06611198111 066244M 688512M 1' X2.75' X.375" (7) 68607 686115M 86811201VA 666245M 660613M 1' X2.75" X.650" (6) 66608 668116M 8681121M 1388246M 886514M 1" X3.125"X.500"(9) 66637M 6681118M 6861114M 666242M 668515M 1.25'X3.188" X.285'(12) 66641M 6881117M 6861113M 606241M 6865161.1 1.28" X 2.11" X .125' (18) 88370 N/A N/A WA 666517M NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 5-20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS 8 ANCHOR O.C. DISTANCE. 3) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. TABLE A 1--1.286"-1 1.26' X 2.11' X .125' MULLION 8083-18 ALUM. X -SECTION Dim•nelon Value (In) For Mullion: A 1.625 B 2.654 1 X2 X.125" Aluminum C 0.895 Tubo Mullion D 0.740 A 1.125 8 2.404 1" X2' X.375" Aluminum C 0.635 Tube Mullion D 0.490 A 1.875 8 3.000 1" X2.75"" X C 0.757 .376 Aluminum D 1.118 Tubo Mullion E .450 Min. A 1.312 1' X 2.75" X B 3.000 .650' C 0.476 Aluminum D 0.836 Tube Mullion A 2.000 8 2.837 1 X3.125' X Alum C 0.863 .500" Tube Mull D 1.137 A 2.825 8 3.282 1.25" X 3.188" X.205' Alum C 0.862 Tube Mull D 1.762 1.28"X2.11'X A 1.813 .121' Alum Tuba Mull PRODUCT REVISED ea complying wide leo Mate Building Code t4-Ozl Acceptance No a, O4 3 pirar Uete IrTrIV(- /jp2) Dade Product \�\' \. .' NN ASI(/ 'I ••• ..c.,•••;\'' , . • \tCbIQ SE• : 1100..58701) : LY_ "� r UJ• -: �;�SS/n "I 1.. 0 A. LYNN! ILLbR) P.E. FL P.E.# 68705 By Mien • •••• • • • ••• •• •• • • •• • •• •• • • • • • • •• •• ••• • • •• • • •• •••• • •• •• • • •• •• • •• •• •• • • ••• • •• •• • • ••• 4.000" 1.000' j-- -1 1.000' t-- 4.000' .125' .`��[ 125 1 x4•x.125• MULLION 6063•T6 ALUM. X -SECTION 1.250' .126' 1'X4'X.375- MULLION 8063-T6 ALUM. X -SECTION 1.260' .376' 1.x62• -IJ .063 .052' .385' 062 .438' 4.000' 2.625' 1' X 4' X.375' 'T -MULLION 6063-T8 ALUM. X -SECTION 1.250' 375' 3250' 3.260' .100" ---1 .820' .100' 3.54' 100' %/% .024' �I .820' 1 - .100' 624' --I .520' I-- 1.25' X 3.25' X .100' 1.25' X 3.25' X .824' 1.25" X 3.84' X .824' MULLION MILLION MULLION 8005-T5 ALUM. 800576 ALUM. 8005-T5 ALUM. %•SECTION X -SECTION X -SECTION .126' .375" MIN. 2000' • •• •ti 126' • ••• . • • • • • • • ---I r'-.125• • • •• • • • ••• 0 • • • • �• • • • • • • • • 5 • • • .125' STANDARD CLIP • I j • • • • • 603.T8 ALUM. % 2125' ULLA' 2.000' i 10063.76 ALUM. • X -SECTION • •_� f • ••• •• 5.500' • • • • • 0.R6/1J • • • • • • • GCENIT• EROF ANCHOR HOLEIMUST LIE WITHIN THE _ • s • • •' DASHED B09116DARY4O6E SHEETS 5-20 FOR THE ANCHOR 0.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1/18'. 2X6 ANGLE CLIP 5063-T6 ALUM. XSECTION .126' 312CUT HERETO _ CREATE F -CLIP. SEE DETAIL F, SHEET 4 .375' 1. .3776" I 2.875' 2 CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-20 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1/16'. STANDARD CLIP 5003.70 ALUM. TOPVIEW 3.250'45' BAY MULLION 30' BAY MULLION 1 j 6063-T8 ALUM. 6063-T6 ALUM. i X -SECTION X -SECTION 2214"1 •.981"+� i -.981•-i NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 5-20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. OFFSET CUP 6063-16 ALUM. TOPVIEW U -CLIP 6063-T8 ALUM. TOPVIEW TABLE C CENTER OF ANCHOR HOLE MUST UE WITHIN THE DASHED BOUNDARY. SEE SHEETS 6-20 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER .1/16'. Dimension Value (In) For Mullion: ' F 3687 1' X4" X O 1.000 .125" H 2680 Aluminum I 3.000 Tube Mu lion F 3.187 1'X4'X G 0.757 .376' H 2430 Aluminum I 3.000 Tube IL'V F 2250 1.26' X3.25' O 0.750 X.100' H 1.500 Alunkasn I 3.250 Tube Mt8lon TABLE C CONT. Dimension Value (In) For Mullion: F 1.938 1.25' X3.25' G 0.500 X.524' H 1.438 Aluminum 1 3.250 TUM MUlbn F 2.025 1.25' X 3.94' O 1.125 X.624' H 1.500 Aluminum I 3.250 TUM Mullion F 2.413 30' Bey Mial F 2.675 45' Bey Mull Mull Dimension (sheet if) 907 Pert 11 Mullion 31d. Clip OOwt Clip UCIIp Angle Clip 1' X4' X.125' (10) 59384 460111M 0461122M 666241M 666518M 1'X4' X.375' (11) 66510 650112M 0061123M 666242M 66651114 1' X 4' X.376"7 (11) 66853 668112M 6161123M 606242M 0511511M 1.25" X3.25'X.100'(13) 20180 6561127M 6001124M 6562410M 6065115M 1.25' X3.25' X.824' (14) 20161 0581125M 685112556 6002411M 6605116M 1.25' X 3.94' X.1124' (15) 20182 0611117M 6661128M 136424156 650517M 30 Degos (19) 60649 WA WA WA 6605110M 45 Dogma (20) 86550 WA N/A WA 6665111M 2X5 ANGLE CLIP 8063-T6 ALUM. TOPVIEW 1n z 0 Z W 2 a U z O J N yN O m ro z co so 8 0 z 2 O '- i20 UCT REVISED s; complying with the Florida Building Code A 10 -o'' 5 .03 Acceptance No R. pied'. DON iFTrWJ. 4021 p By.a..._ Mi. Deck Producte�T"i • • ••• • • • ••• •• .• • • • •• •• • •• . • • • • • • • • . . •.• • • •• • • •• •. • •• • • • • • LE E Mu!I Dimon!ion (sheet #) POT Pert # Mullion Std. Cllp U-CIIp Anglo Clip 2" X4" X.25"(16) 66802 688261M 666271M 8855112M 2" X 6" X.25"(17) 68604 666262M 688272M 6865113M NOTES 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 5-20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. .250" .250" r--2000'-�j 2'X4'X25' MULLION 6083.78 ALUM. X -SECTION 2'X5"X25" MULLION 8053-T6 ALUM. XSECTION .375' MIN. 2 .375' MIN. 2.000' ---I 1--.125' STANDARD CLIP 6063-T8 ALUM. X -SECTION F.125' 1.490' 5.500 '.• CUT HERE TO ,375' [MIN 3.500' € CREATE F.CLIP. SEE DETAIL F. r- SHEET4 --- -' • L_ I --- I 1 --- J - 3.4: ____ - _____ _ ATANr1ARD r1 IP CENTER OF ANCHOR HOLE MUST LE 6063-78 ALUM. -WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 5-20 FOR THE ANCHOR 0.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1/16". • dr' • 2.125' • ••R • ••--I 12.1`5" •• • • • -1!a-.125' • ••• 1.• ••'r • • •• • • • ,, • • • • •; ;• • yU • • nnp •• 5, • i • 6063. 8 ALUM. • • • • X -SECTION 1 i i �• •/� ../,,,,,, iii A 2.000' X125'•• ••• • •• •• •• •• * •• •� • • • • •• • I-i-1.�0'�--� • • • • •• • • •• •• • • • • •• • •• • • • • • ••• •• F.375' - 3.436" F 5.500- CUT HERE TO ,376' r MIN. 1 IlF --3.500' 1..... rL CREATEF-CUP, r _ SEE OE4ADETAILF. SHEET 4 - ______ -- - I - ____ - _____ --.- 4.688' 5.4; STANDARD CLIP 8083-T8 ALUM. TOP VIEW U -CUP, 8083.76 ALUM. SED FOR 2' X 4' MULLION. SHEET 18 TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5.20 FOR THEANCHOR 0.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER • 1/16". U -CLIP 0063.78 ALUM. USED FOR 2' X 6' MULLION. SHEET 17 TOPVIEW 2X5 ANGLE CLIP 8063-T8 ALUM. X -SECTION l-.125' 5.000' 3.438' 375' MIN, .375' MIN. 2X8 ANGLE CUP CENTER OF ANCHOR HOLE MUST LIE 808346 ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 5-20 FOR THE ANCHORO.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER ANCHOR DIAMETER+ 1110'. 2X5 ANGLE CLIP 8083-T8 ALUM. TOPVIEW MIN. ka g N 11 8 N M 0 1 a 1 J Z 5 g� 0 0 de - a 3 0 m0 tee 2 0 O ROOUCT REVISED u complying with the Florida Acceptance (1'o -02,1E 03 Ateepence Nn E pirnlion.D M J ! - 2192 ) By Mien r .. Product s.• ` 11x111111// , `��N`( IEA1"4-A>jl��i 11C !S(' NO. 58705 • Q .375'L! .-- MIN. ". • I� R: S1N E F <</ % • •••. • • • ••- •• •• • • •• • •• •• - •• . • • • • • • • • • . ••• •• • • •• • • •. •• • . •• • • . .•• • •. • • • ..• EXAMPLE 1: SINGLE VERTICAL MULLION( NO ANCHORS IN HEAD F - 1 72• MULLION L .NOTI, L SEE FENESTRATION PRODUCTS APPROVAL\ SEE DETAILS, SHEETS 2-3 SEE DETAILS, SHEETS 2.3 NO ANCHORS W W NDOW SILL 3r --IF-MUuwnm OPENING WIDTH THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2.1/4". THE OPENING REQUIRES A DESIGN PRESSURE OF +60.01-60.0 PSF. 1) !NITWIT ASSUMING THAT A 1" WIOF MUI LION IS SUITABLE,THE MULLION LENGTH IS 72' AND THE OPENING WIDTH IS 32"+32+1' 15". REFERENCING SHEET 25, THE COLUMN USING RECTANGULAR LOADING MUST BE USED. SCAN THE MULUON TABORS FOR NULL ON/ H * IS ATtEASTT E I ND0 t Rt�VME DEPTH OF 2.114' AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +60.01-60.0 PSF. IF THE TABLE DOES NOT 0 Tit XACTIIZE, SC TH NCT GE SIZE AV LE. FROM TABLE 3A. SHEET 7, THE 1" X 2.75' X 375' MULLION (LENGTB = ", ('EF NG WID=H 40•):VIEFIS THE DE:TH R IUIRED, HOWEVER THE DESIGN PRESSURE IS +/-58.3 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. • • • • • • • • FROM TABLE 4A. SHEET 8. THE V X 2.75' X.650' MUWON (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 638 LBS. 2) USE TABLE 48 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY ANQ edit, T E towitzE Y$er1tu i? eTC. COT: TIC STANDARD air WITl 1(.T) 512 ANC;:ORS AND TI1E 2X ANGLE CLIPS WITH (4)012 ANCHORS HAVE A CAPACITY OF 885 LBS. TAA GH tow Or COCIU 131311.1S HE Sii DARD CLIP IS EASIER TO INSTALL. • 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS US5D N�ITHAHIS•MUyJ011 SYCTEM. THE LOWEC DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRBS THAT THE BOTIY THE SIULM0N14.I01/THIORENESTRATION 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 41-60.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO 8E 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 8E USED TO QUALIFY H 10 STEEL SCREWS FROM TABLE 4B) 72.7 PSF/ EXAMPLE 2: MULTIPLE MULLIONS MULL WIDTH -.-- 32' VERTICALI MULLION ` LENGTH 8 OPENING HEIGHT FOR HORIZ. MULUON 7r i OPENING WIDTH TOR 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 2.316'.T1 -E OPENING REQUIRES A DESIGN PRESSURE OF .50.0/-55.0 PSF. FOR THE VERTICAL MUWON: 1) INITIALLY ASSUMING THAT A 1' WIDE MULLION IS SUITABLE, THE MULLION LENGTH 15 32"+72"+1"=105' AND THE OPENING WIDTH IS 36"+36'+1" =73". REFERENCING SHEET 25, THE COWMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FORA MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-3/8" AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +60.01-55.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. FROM TABLE 3A, SHEET 7, THE 1"X 275' X .375" MULLION (LENGTH = 108', OPENING WIDTH = 601 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 8E USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. BECAUSE FT 1S NOW KNOWN THAT THE MULLION WILL ADD 2" TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH IS 3T+364.2"=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 (35-12'+35-12•+2•=73"). 2) USE TABLE 12810 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 CUP WERE TO BE CENTERED WITHIN THE 8", CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE STANDARD CUP WITH (6) 3/16" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-12" GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. FOR THE HORIZONTAL MULLIONS: BECAUSE THE VERTICAL MULL WILL Be A Y 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'f2 =106'. REFERENCING SHEET 25, THE COLUMN USING TRAPEZOIDAL/1RIANGULAR LOADING MAY BE USED. FROM TABLE 12A, SHEET 16, THE 2' X 4" X .250' MULLION (© LENGTH = 42', OPENING HEIGHT= 1201 HAS A DESIGN PRESSURE OF +/-170.2 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 126 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 CLIP 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 128 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 ISA 1112 STEEL SCREW. FROM THE ABOVE STEPS, OUR MULUON DESIGN PRESSURE 10: +(.64.7 PSF FROM THE VERTICAL MULLION; M-170.0 PSF FROM THE 36' HORIZONTAL MULLION ATTACHING TO CMU; +1.170.0 PSF FROM THE 38" HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTERSECTION). THE LOWEST DESIGN PRESSURE IS +1.64.7 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, OF MULLIONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MUWON AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MUWON. N 01 61 -7 O M co 1) CD N JJ MO O AO Z to giO O PRODUCT RBVISBD as PR.: mpIYin{ with Che Flor1 BuiMmg Code I-Oi!»•O3 ts Acceptance No Oration Dale :FTrir.0. 2021 MBy ' Dada PcoduG.?".'i `i 11111111//,/ :'C) S'ANE0` 1'S�ON/\LtC `` A. LYNN •MIL[EI�, P.E. FL P.E.# 68705 • 1 ••• •• •• •• • • • • • • • • • • • • • •• • • • • • • ••• • • • • • • ••• •• •• • • • • • • • • • • • • • ••• EXAMPLES OF RECTANGULAR LOADING: t7i SH/DH / SH/DH SWDH r/ ��e 7 //x ./'.I///A— 4 LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED PW SHIDH SH/DH -- ), ''%ill% SWDH LOADING OF VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLIONS LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED /- � /�/// SWDH warti • • • •• SH/DH F PW/ — f> Al AO E SOD LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED LOADING OF HORIZONTAL MULLION WITH INTERSECTING VERTICAL MULLION 4 A LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS EXAMPLES OF TRAPEZOIDAL TRIANGULAR LOADING: • •• ••• • • ••• • • • • • • •• • • • • i • • • ,• • • • 1 • i • • • • • • Pyr • • warti • • • •• AA F PW/ — f> • • • • • E SOD _ HINGED DOOR I - HINGED DOOR 1 I" LOADING OF HORIZONTAL MULLION WITH INTERSECTING VERTICAL MULLION 4 A LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS EXAMPLES OF TRAPEZOIDAL TRIANGULAR LOADING: • •• ••• • • ••• • • • • • • •• • • • • i • • • ,• • • • 1 • i • • • • • • Pyr • • warti • • • •• AA • • • • • E SOD _ HINGED DOOR I - i 1 I/I 1 LOADING OF HORIZONTAL MULLION • • • • • • • 1 • •1 1 PW • • • warti • • • •• AA 00 _ HINGED DOOR I - T I = 1 Ilai ll 1 LOADING OF (2) HORIZONTAL MULLIONS E> a SGD 1 LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION NOTES: 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. MaAE;sNtt. lcaGonmUplCT ycN�l1RaPrwulEY eoujVd1hIuIi"E D F 4eanBuilg Code \ LYNN a ,.•'L1CF_NS- ••.,Fr': • 03 2011 No. 51170!I 7.;'U :{�(!b �j`''• STk TL' Ot J C.!' A. LYNN �fCRt'd,E. FL P.E.# 68705 a Floor Plan STEVEN DOBIE FB2536 290 NE 101 ST MIAMI SHORES FL33138 EGRESS ZONE 4 +36.7/- 39.7 NOA HR 16-0714.13 ZONE 4 +36.7/- 39.7 NOA HR 16-0714.13 NOA MULL NOA 16-0218.03 az_ FBDOORS IMPACT PROTECTION ZONE 5 +36.7/- 48.9 NOA HR 16-0714.13 EGRESS ZONE 4 +36.7/- 39.7 NOA CAS 16-0629.21 BEDROOM 2 ZONE 4 +36.7/- 39.7 NOA CAS 16-0629.21 ZONE 4 +36.7/- 39.7 NOA HR 16-0714.13 3 EGRESS =iris 12 ZONE 5 +36.7/- 48.9 NOA CAS 16-0629.21 BEDROOM 1 1 EGRESS I HR 40 1/4 X 55 3/4 2 HR 111X513/4 HR37X553/4 NOA HR 16-0714.13 ZONE 4 +36.7/- 39.7 NOA HR 16-0714.13 ZONE 4 +36.7/- 39.7 EGRESS ZONE 4 +36.7/- 39.7 NOA HR 16-0714.13 4 �FIR 74X55314 RECEIVED JUN 302017 6 HR 59 3/4 X 35 3/4 5 HR 471/4X353/4 ZONE 5 +36.7/- 48.9 NOA HR 16-0714.13 ,rlN)G— f &sp rl ZONE 4 +36.7/- 39.7 NOA HR 16-0714.13 cITY C .. • . • • . • • •• • •••• • • . .. . • • . .... • • .• . . • • • • .. • • •••• • • • • • • . • • • • • . • • • . • • • • . . • • • • • • • • •• • ••• • • • . • NS17-1-11Z_ EMIT #: Miami Shcres Village • APPROVED BY DATE ZONING DEPT BLDG DEPT SUBJECT TO COMPLIANCE WI rH ALL FEDERAL STATE ANO CCUN1Y AVL' AND REGULATIONS