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WS-14-30Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING ,PERMIT APPLICATION Permit Type: BUILDING ...... v 2013 FBC 200 Permit No. 2 Master Permit No.j u �� J� ROOFING JOB ADDRESS: I o f XX -t-) c% S, City: Miami Shores _ County: Miami Dade Zip: ?YtA S n Folio/Parcel#: l 1 ' -) IF)I . Is the Building Historically Designated: Yes NO Zone: OWNER: Name (Fee Simple Titleholder): ) b_ Cel *yi C -P_ !n 2 CP,, Phone#: 3d5 . sS . ny Address: II pou-) -,=GG3 S City: 6j CA A4 care State: -FC1 Zip: 33I S� Tenant/Lessee Name: Phone#: Email CONTRACTOR: Company Name: FL. HOME IMPROVEMENT ASSOC. Address: 4070 SW 30 AVE City: HOLLYWOOD State: FL Qualifier Name: WAYNE THOMAS BURNETT State Certification or Registration #: CGC061890 Contact Phone#: 954-792-4415 ext 243 Email Address: DESIGNER: Architect/Engineer: GARY MCDOUGLE Phone#: 954-792-4415 Zip: 33312 954-792-4415 Certificate of Competency #: PERMITS@FHAPRODUCTS.COM Phone#: 561-752-5440 Value of Work for this Permit: $ � Square/Linear Footage of Work: Type of Work: UAddition Description of Work: ❑Alteration UNew Color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ UDemolition CCF CO/CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $_ ` Bonding Company's Name (if applicable) N/A Bonding Company's Address City State Mortgage Lender's Name (if applicable) N/A Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING , TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature 117 ner or Agent The foregoing instrument was acknowledged before me this day of _DP— C— , 20 —6, by A O CC J cOn CC n,, - who Cwho is personally known to me or who has produced As identification and who did take an oath. NOT Sign: Print: My C ****4 APPS l NN ".A Signature"01UL.- Contractor The foregoing instrument was acknowledged before me thi9;:�CJ day of DQ( , 20 by WAYNE T. BURNETT who is personally known to me or who has produced as identification and who did take an oath. Structural Review (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) NOTARY PU Sign: 0 Print: CARO I My Commis or ************* ************** Zoning Clerk a Miami -Dade My Home My Home 3 Show Me: Property Information Search By: Select Item Text only Report Homestead Fraud Property Appraiser Tax Estimator Property Appraiser Tax Comparison Siimmary nafniia. Folio No.: 11-3101-022-0380 $83,120 101 NW 99 ST Mailing JOCELYNE CENECAL & Address: JOANNE LABOSSIERE eds/Baths: 101 NW 99 ST MIAMI Floors: SHORESFL Livin Units: 33150-1742 Pronertv Information - Primary Zone: 800 SGL FAMILY - $83,120 1701-1900 SQ CLUC: 0001 RESIDENTIAL - $212,346 SINGLE FAMILY eds/Baths: /2 Floors: 1 Livin Units: 1 d' Sq Footage: 11,906 Lot Size: 9,225.36 SQ FT Year Built: 1946 GOLD CREST PB 21-56 LOT 7 E1/2 OF LOT 8 Legal BLK 5 LOT SIZE 85.420 Description: X 108 OR 13732-3174 688 4 COC 23589-2092 10620054 Assessment Information: Year: 2013 Land Value: $83,120 Building Value: $129,226 Market Value: $212,346 Assessed Value: $109,446 Exemption Information: ear: 2013 Homest ad: $25,000 2nd Homestead: YES Taxahle Value Infnrmatinn- ear: 2013 Taxing Authority: Applied Exemption/ Taxable Value: Regional: $50,000/$59,446 County: $50,000/$59,446 City: $50,000/$59,446 School Board: $25,000/$84,446 Sale Infnrmafinn- /2005 Street 0 Sale23589-2092 ntion: SalesSales which are isqualified as a result of xamination of the deed View Additional Sales Additional Information: Pagel of 2 Aerial Photography - 2012 0 - 111 ft My Home I Property Information I Property Taxes I My Neighborhood I Property Appraiser Home I Using Our Site I Phone Directory I Privacy I Disclaimer If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at gisCcbmiamidade.gov. Web Site 2002 Miami -Dade County. All rights reserved. http://gisims2.miamidade.gov/myhome/propmap.asp Legend ' Bou d ry Selected ow Property 12/17/2013 Street ,h/ Highway Miami -Dade County . Water M VY��E 12/17/2013 1 ]?"= q h' 6Cp GCp V( ph) 179 •I AW--FHVH4-Flg. 265 -la IIA15- 'gap 2 • Hao • C • Xd8 • 6.89 •T�by .¢ 250 K¢1 t Fignmo 26.8-I. page 2S2 •0 • O.IB • X413• 055 `ti 3112 014.0 de®eas 14.0 degeoa • • • • • 8peda�y En8lneerin8 Correu0anbl, I]FL 1688 SW 30 Avenue, Butte Bovnlon Beach, FL 3343 • - CA B 0062 .tel rya Palm Rink CRLI 169 196 136 Imv ' m aLede Riel-Ca42 173 170 170 ®k FemO RCm. 3&4 1 1 180 F ' 4a 00009 Ares of Arca of Area of Area foompancul Area of Aran of AmdoommomM I Arca of Amof Ams of Area ofooMpagmat •1 Mod 15.0d 20.0 d nod 30.0 of 35.0 of 40.0 of 45.0 50.0 of 33.0 of .0 of uf MM Ra • • e 6 Zoe 6 4 4 • • • 40.1 40.1 .8 38.8 40.1 40.1 37.9 37.9 37.5 37.5 37.1 37.1 36.7 36.7 36.2 36.2 35.8 35.8 35A 35.4 35.0 35.0 15 -43.4 -53.6 -42.2 -51.3 43.4 -53.6 -41.4 -49.8 41.0 -49.0 -40.6 -48.3 -40.2 47.5 -39.8 -46.8 -39.4 -46.0 -39.0 -45.2 -38.6 -44.5 39.3 39.3 40.6 40.6 38.4 38A 38.0 38.0 37.6 37.6 37.2 37.2 36.7 36.7 36.3 36.3 33.9 35.9 35A 35A 16 -44.0 -54.4 .42.8 -52.0 -44.0 -54.4 42.0 -50.5 41.6 49.7 41.1 48.9 40.7 48.2 -40.3 47.4 -39.9 46.6 -39.5 45.8 -39.1 45.1 41.1 41.1 39.8 39.8 41.1 41.1 38.9 38.9 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.8 36.8 36.3 36.3 35.9 35.9 17 44.6 -35.1 43.4 -52.7 44.6 -55.1 42.5 -31.1 42.1 -50.4 41.7 49.6 41.3 48.8 40.6 1 48.0 40.4 47.2 40.0 46.4 -39.6 45.7 41.6 41.6 40.3 40.3 41.6 41.6 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.7 37.7 372 37.2 36.836.8 36.3 36.3 18 45.1 -55.7 43.9 -53.3 45.1 -55.7 43.0 -51.8 42.6 -51.0 42.2 -50.2 41.8 49.4 41.3 48.6 40.9 47.8 40.5 47.0 -40.1 -46.2 42.1 411 40.8 40.8 42.1 42.1 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.7 36.7 14 45.7 -56.4 44.4 -54.0 45.7 -56.4 43.5 -52.4 43.1 -51.5 42.7 -50.7 42.2 49.9 41.8 49.1 41.4 48.3 41.0 47.3 40.3 46.7 42.6 42.6 41.2 41.2 42.6 42.6 40.3 40.3 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.0 38.0 37.6 37.6 37.1 37.1 20 -46.2 -57.0 44.9 -54.5 -46.2 -57.0 -44.0 -52.9 43.6 -52.1 43.1 -51.3 42.7 -50.5 42.3 49.7 41.8 48.9 41.4 48.1 41.0 47.2 43.0 43.0 41.6 41.6 43.0 43.0 40.7 40.7 40.3 40.3 39.8 39.8 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.5 37.5 21 46.6 -57.6 1 45.3 -55.1 -46.6 -57.6 44.4 -53.5 1 44.0 -52.6 1 43.6 -51.8 1 43.1 -51.0 42.7 -50.2 42.3 49.4 41.8 48.5 41.4 47.7 43.4 43A 42.0 42.0 43.4 43A 41.1 41.1 40.7 40.7 402 40.2 39.7 39.7 393 39.3 38.8 38.8 38.4 38.4 37.9 37.9 22 47.1 -58.1 45.8 -55.6 1 47.1 -58.1 -44.9 -54.0 -44.4 -53.2 44.0 -52.3 43.6 -51.5 43.1 -50.7 42.7 49.9 42.2 49.0 41.8 48.2 43.8 43.8 42.4 42.4 43.8 43.8 41.5 41.5 41.0 41.0 40.6 40.6 40.1 40.1 39.6 39.6 392 39.2 38.7 38.7 38.3 38.3 23 1 47.5 -58.7 46.2 -56.2 47.5 -58.7 45.3 -54.5 44.9 -53.7 44.4 -52.8 -44.0 -52.0 43.5 -51.2 43.1 -50.3 42.6 1 493 412 -48.7 442 442 428 419 442 442 41.9 41.9 41.4 41.4 40.9 40.9 40.5 40.5 40.0 40.0 39.5 39.5 39.1 39.1 38.6 38.6 24 48.0 -59.2 46.6 -56.7 48.0 -59.2 45.7 -55.0 45.3 -54.1 -44.8 -53.3 44.4 -52.5 43.9 -51.6 43.5 -50.8 43.0 49.9 416 49.1 44.6 44.6 43.2 43.2 "A 44.6 422 422 41.8 41.8 413 41.3 40.8 40.8 403 40.3 39.9 39.9 39.4 39.4 38.9 38.9 23 48.4 -59.7 1 47.0 -37.2 48.4 -59.7 46.1 -53.5 1 45.7 -54.6 1 45.2 -53.8 44.7 -52.9 44.3 -52.1 43.8 1 -51.2 43.4 -50.4 42.9 1 49.5 45.0 45.0 43.5 43.5 45.0 45.0 416 42.6 1 42.1 42.1 41.6 41.6 41.2 412 40.7 40.7 40.2 402 39.7 39.7 39.3 393 26 48.8 -60.2 47.4 -57.6 1 48.8 -60.2 46.5 -55.9 46.0 -55.1 45.6 -54.2 45.1 -53.4 44.7 -52.5 442 -51.6 43.7 -50.8 43.3 49.9 45.3 45.3 43.9 43.9 45.3 43.3 42.9 42.9 414 42.4 42.0 410 41.5 41.5 41.0 41.0 40.5 40.5 40.0 40.0 39.6 39.6 27 +49.2 .60.7 47.8 -58.1 49.2 -60.7 46.9 -56.4 -46.4 -55.5 45.9 -54.6 1 45.5 -53.8 45.0 -S19 44.6 -32.0 1 44.1 -512 -43.6 -50.3 45.7 45.7 442 44.2 45.7 43.7 43.3 433 418 418 413 42.3 41.8 41.8 413 413 40.8 40.8 40.4 40.4 39.9 39.9 28 49.5 -61.2 48.2 -58.5 49.5 -61.2 47.2 -56.8 46.8 -55.9 46.3 -55.1 45.8 -542 45.4 -533 -44.9 -52.4 44.4 -51.6 -44.0 -50.7 46.0 46.0 44.6 44.6 46.0 46.0 43.6 43.6 43.1 43.1 416 416 411 411 41.6 41.6 41.1 41.1 40.7 40.7 402 402 29 49.9 X1.6 48.5 59.0 49.9 61.6 47.6 37.2 47.1 56.3 46.6 55.5 462 54.6 45.7 53.7 452 518 44.8 510 44.3 51.1 46.3 46.3 4 419 419 42.4 414 41.9 41.9 41.4 41A 40.9 40.9 40.5 40.5 30 -50.3 -62.1 48.9 -39.4 16�Di3i� ] �� Y $ 0 .6 47.4 - 8 47.0 -55.9 1 45.6 -532 45.1 -313 -44.6 -51.4 APPFZ® BY DATE RECEIVED a �D9�9l�a DEPT JAN 07 2013 DLDG DEPT ie� t>URX-CTTo COMPI_IANrF WITH AI I GGnCf]nl n�(' Q 62013 I A f f- AND COUNTY RULES AND REGULATIONS S1 Li pm WN MIAMI SHORES BUILDING DEPARTMENT PRODUCT APPROVAL SCHEDULE / COMPARISON CHART Address: 101 NW 99 ST MIAMI SHORES FL 33150 Permit No. Opening ID . WItjq w, Door . or.Mullion • Product Acceptance # Product Approval Design Pressure Opening Design Pressure Rough Opening Size Shutter Required Yes / No Mullion Required Yes / No Impact Yes / No ...�.. *30mpOW 11-1114.04 +75.0 -75.0 +40.1 -43.4 74 x 37 7/8 NO YES +65.20 -65.20 .(, y 68 3/4 x 63 1 x 2.75 y ..�.. •.•..� :. :.. .L 11-0922.01 .. ,� • • • • •.�, 11-1013.14 +80.0 -80.0 .(, -53.6 1 36 7/8 x 63 •••es• .. .. y y y 36x501/2 y 1x2.75 y 18 x 501/2 .l, 1 x 4 7 -43.4 36 3/4 x 501/2 y �, 8 9 10 -53.6 52 3/4 x 501/2 11 36 3/4 x 501/2 y �, 12 -43.4 36 3/4 x 381/4 y y 13 14 15 16 17 18 19 20 21 22 23 24 ��raa�aexagxavaa �-.�i$EllSlrtRfAlCt'1�t_`,' `�-MM�i4St�1�TE - I-1j'a 113 71tF'EOEPRQPEf�[yfi RtiGFtiEiG i noOR't 1B�i_ tOT11L OF OOH >: cl T t t 000 .- - - - - -. MIAMI,DAD MIAMI DADE COUNTY, FLORIDA • PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 S.W. 2e Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590. F (786) 315-2599 NOTICE OF ACCEPTANCE ff OA) w Intamidadggu►vt erai PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SH -700" Aluminum Single Hung Window - L.M.L APPROVAL DOCUMENT: Drawing No. 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LIMITATIONS: Miami -Dade County Product Control Approved Shutters Or Protection Devises shall be required for Glazing Option "M" at installations above 30 Ft. above ground (See sheet 1 of 11). LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami -Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECT OK,*, 4 ;opy of this •ontire NOA shall be provided to the user by the manufacturer or its distribut8rs andlthal*d 4aigale*for inspection at the job site at the request of the Building Official. This NOA'rWWXb)6 Nit t1,W5.10 and consists of this page 1, evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The svbmi*4 docugnentjition yval reyiewed by Jaime D. Gascon, P. E. :. NOA No. 11-1013.14 ., n •'� Expiration Date: March 26, 2016 "11 Approval Date: November 03, 2011 do Z� Pagel .... ....... . . ...... . .... .... . . .... . a PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2. 1, TAS 202-94 along with marked up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07-0322.06) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4958 and FTL-5063, dated 10/03and 11/21/06, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 07-0322.06) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4645, dated 08/11/05, signal and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 0 7-0322.06) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 20394 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL 4649 and FTL-4723, dated 10/05 and 08/11/05, both signed and • • • • 2;*gd b% F Vuln& Largaespada, P. E. • • •W"ttitlkft-previous NOA No. 05-101&01)000 000 a , t • Ja a D. Ga , P. E. Product Control Section Supervisor • 0:6 • ' • • • ' 0. NOA No. 11-1013.14 :0: • • • • • Expiration Date: March 26, 2016 • • • • •• • : • • • Approval Date: November 03, 2011 E-1 ••• • • • • ••• • • •• • • • • •• •• • • ••• •• •• J• • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 3) Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2.1, TAS 202-94 along with marked up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4947 and FTL--4650, dated 08/11/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05-1018.01) 4) Test reports on: l) Uniform Static Air Pressure Test, Loading per FBC TAS 20294 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -tip drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4948 and FTL -4646, dated 08/10/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05-1018. 01) C. CALCULATIONS r 1. Anchor verification calculations and structural analysis, complying with FBC 2007, dated 01/11/2011, prepared, signed and sealed by Robert L. Clark, P. E. Complies with ASTM E130044 (Submitted under previous NOA No. 11-01.28.03) D. QUALITY ASSURANCE I. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butaciteg PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for their "Saflex and Vaneeva clear and color interlayers' dated 05/05/2011, expiring on 05/21/2016. E--2 Jaime D. Gasco , P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 PGT .Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and compliances with the FBC 2007 and FBC-2010, dated October 07, 2011,signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independency, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 3. Laboratory compliance letter for Test Reports No.'s FTL-4957, FTL-4958, FTL-5063, FTL-4645, FTL-4649, FfiL--4723, FTL-4947, FTL-4650, FTL-4948 and FTL-4646, issued by Fenestration Testing Laboratory, dated 10/03/06 through 08/10/05, all signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 07—!1322.06 and 05-101& 01) G. OTHERS 1. Notice of Acceptance No. 11-0405.10, issued to PGT Industries for their Series "SH -700 Aluminum Single Hung Window -- L.M.I.", approved on 04/21/2011 and expiring on 03/23/2016. E-3 t s "-. Jaime D. Gasc n, P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 • A GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) •A. 6J18' LAMI CONSISTING OF (2) LITES OF 1/8' ANNEALED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. •16M3" LAMI CONSISTING OF (1) LITE OF 1f8" ANNEALED GLASS AND (1) LITE OF 1/8' HEAT STRENGTHENED GLASS WITH A mDUPONT BUTACITE OR $AFLEWKEEPSAFE • MAXIMUM PVB INTERLAYER. C. SfIS' LAMI CONSISTING OF (2) LITES OF 118° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER 7118" LAN CONSISTING OF (2) LITES OF 3118° ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR sAFLmuKEEPsAFE MAXIMUM PVB INTERLAYER • • 718° LAMI CONSISTING OF (1) LITE OF 3110' ANNEALED GLASS AND (1) LITE OF 3/18' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. • 010. 7118" LAN CONSISTING OF (2) LITES OF 3/18° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPS4FE MAXIMUM PVB INTERLAYER • •(Ij 13116' LAMI IG: (1) LITE OF 118" TEMPERED GLASS, AN AIR SPACE AND 8118" LAMI CONSISTING OF (2) LITE$ OF 1/8' ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLW(EEP8AFE MAXIMUM PVB INTERLAYER. 13118° LAMI IG: (1) LITE OF 1/8' TEMPERED GLASS, AN AIR SPACE AND 818" LAMI CONSISTING OF (1) LITE OF IN ANNEALED GLASS AND (1) LITE OF 1/8' HEAT STRENGTHENED GLASS WITH AMD DUPONT BUTACITE OR SAFLEWKEEPSAFE MAXIMUM PVS INTERLAYER 1.13/18" LAMA IG: (1) LITE OF 1/8' TEMPERED GLASS, AN AIR SPACE AND 8/18" LAMI CONSISTING OF (2) LITES OF 1/8' HEAT STRENGTHENED GLASS • • • •WITH AN .090 DUPONT BUTACITE OR SAFLEWKEEPSAFE MAXIMUM PVB INTERLAYER. • •� 13MS" LAMI IG: (1) LITE OF 1f" TEMPERED GLASS, AN AIR SPACE AND 7110' LAMI CONSISTING OF (2) LITES OF 3118' ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLFJ(/KEEPSAFE MAXIMUM PVB INTERLAYER • • K.13M V LAM[ IG: (1) LITE OF 110' TEMPERED GLASS, AN AIR SPACE AND 716' LAMI CONSISTING OF (1) LITE OF 3118' ANNEALED GLASS AND (1) LITE • 0 OF 3118' HEAT STRENGTHENED GLASS WITH AN = DUPONT BUTACITE OR SAFLEXWEEPSAFE MAXIMUM PVB. L.13f18" LAMI 10: (1) LITE OF 11W TEMPERED GLASS, AN AIR SPACE AND 7/18' LAMI CONSISTING OF (2) LITES OF 3118' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEWKEEPSAFE MAXIMUM PVB INTERLAYER &K 13M8" LA 41 IG: (1) LITE OF 1/8" ANNEALED GLASS, AN AIR SPACE AND 6118' LAMI CONSISTING OF (2) LITES OF 1f8" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEWKEEPSAFE MAXIMUM PVS INTERLAYER 2. CONFIGURATIONS: "OX" (1/1, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) ®3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.02. 4. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 6. SHUTTERS ARE NOT REQUIRED, 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ®7. REFERENCES: TEST REPORTS FTL-4846, FTL-4848, FTL-4847, FTL-4848, FTL-4849, FTL-4860, FTL4WI, FTL-4723, FTL4967, FTL-4968 AND FTL-6083. ANSI/AF&PA NM2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 8. SERIESIMODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY Ai HURRICANE ZONE (HVHZ). NOK0 M M 34= NOX P.00IdS„ Fi.5487.7FL' � 0. SHM I N►S 11 m 11 1 4040-20 NOA DRAWING MAP SHEET GENERAL NOTES ...........1 GLAZING DETAILS ........... 2 DESIGN PRESSURES....... 3 ELEVATIONS ......... _.......... 4 VERT. SECTIONS........„.- 8 HORIZ. SECTIONS............ 8 PARTS LIST ............... S EXTRUSIONS................... 7 CORNER DETAIL .... ....... _ 7 ANCHORAGE...._ .............. 8-11 `��y4{ililti��' * No �ToS ;,o,A., �• � as _ IONP�;��`'• A L1�IliMlE1 P.E. FL P.E.# 68706 16,87,88 or 9e 112" NOM. GLASS SITE 'Ell' 118° ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 1fi"ANNEALED OR HEAT STRENGTHENED GLASS 1/2" NOM. GLASS BITE + 19.90 or 91 At — 118" ANNEALED OR HEAT STRENGTHENED GLASS 090 SOL] OR DUPONT PVB INTERLAYER 116" ANNEALED OR HEAT STRENGTHENED GLASS Ti — &iS" LAMINATED AIRSPACE 1/8" ANNEALED OR TEMPERED GLASS 13MV NOM, 13/16" LAMI IG GLASS W/ 5/16" LAMI P.O. E�7(1828 NOROMI9, R 89274 3M. BRE ® NOTE: - LAMI IG OUTBOARD LITES MAY BE UPGRADED TO 3116" WITH NO CHANGE IN DESIGN PRESSURE. <D EXTERIOR INTERIOR [� (ALL SECTIONS) —ft3116° ANNEALED OR HEAT STRENGTHENED GLASS 080 SOLUTIA OR DUPONT PVB INTERLAYER 3118" ANNEALED OR NEAT STRENGTHENED GLASS 7116" LAMINATED 7/16" LAMINATED GLASS 112" NOM. GLASS BITE 12 3116" ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/18" LAMINATED AIR SPACE VW TEMPERED GLAB3Q 13M W NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI l GLAZING DETAILS AL UM. SINGLEHUNGWINDOW IMPACT VW* &mWaww FIiIJ 2 m 11 00-20 Flows �V LYNN fifli.... i i� * No 705 D:^ JL to 1 ;Luz ��'�.FSSJONA� A.L�tl1JdMILtld P.E. FL P.E.# 68706 GED WIN I I BAWSIE� N FLANLABS TYPE Ip••• STiANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W! HIGH SILL OPTION® TABLE 2. I3®S@D ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW NEIGILT • _WIDTH GLASS TYPE 1 38 318" 1 44" 1 60 618" I 03" 1 72" 1 74" 1 76" ON FLANGE=D m GLASS TYPE ww a.nmr-pron,.vav,uo-ry 6118° LAMI -{tJBHS,.Ol,1J8"H8) 7118" LAMI - (3118"A,.080, 3118"A) 7116" LAMI - (3/18A,.080, 3H8 -HS) 7119" LAMI .13/19"FIS_Affl. 3119"HS1 118" 1 22 11/18" FTL-4048 FW.d909 • "0" MEETING RAIL HT. W STH HT. MEETING RAI. or S�gSH WL MINUS SASH HT. MEETING RAIL "r SA SH 0. 1311V LAMI 1G -1J8" T, AOR SPACE, 8118" LAMI - (118 A,.080,1J8"A) M-4840,4723 K 13118 LAMI IG -118 T, AIR SPACE, 818 LAMI - (1/8A,.0W lM FiS) M-4848 L 13110" LAMI 10 - ilr T AOR SPACE, 8118 LAMI - (1J8"HS,.000,1t8HS) FTL-4848 J. 13118 LAMI 10 -118 T, AIR SPACE, 7118 LAMI - (3110"A,.000, 3118A) M4849,4850 K 13118 LAMI IG -118 T, AIR SPACE, 7118 LAMI - (3118A,.M. 311WHS) FI1,4848, 4080, 4080 L 13/18" LAMI 10.118" T, AIR SPACE, 71118" LAMI- 18H8,.080, 311"S) FTL4648, 4000 6a per. r.w ry va•r ra - uo n, nuc arnc.o, w i• vara -1 100 n,.ww, v „//Bk r u.-UUW _ 1 NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN P URE OF +04.0 PSF OR L AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1" FROM THE FLANGED TIP -TO -TIP FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 SW MINIMUM TOW MAXIMUM. aN0il6 1626 F484�4 amm I NMI i a 11 j 404420 1111111 `�` ,�`%.•';CENS� •. is �: * No 66106 �.0 O121Lt� r VDI" Loft A. LYI�f� t)IIVPJi P.E. FL P.E.# SB706 • •'E DLO • • • i'ABLE • •• • L • • • SEE DLO • •.TABLE 48 6/8" MAX. FIXED DLO (ALL) O j x • 481/4" MAX. ALL) DETAIL A 111 00 1/0- Wv4A. ru"urlu VVIu In 521/8" MAX. I.F. WIDTH •••• T • SEE D1 7V T SL1 A I.F. 34 3118 78° MAX. FLANGED C HEIGHT 118° • MAX SEE01SASH HEI HT • 62 114" 1 62 8/18" SASH • • • DETAIL LOW SILL HIGH SILL A 341/2" 34 3118" B 27 7/18" 271/8" C 217/16* 271/8" D 16 318" 16 314" E 16318" 16314" TABLE 8. • • • •'E DLO • • • i'ABLE • •• • L • • • SEE DLO • •.TABLE 48 6/8" MAX. FIXED DLO (ALL) O j x • 481/4" MAX. ALL) DETAIL A 111 00 1/0- Wv4A. ru"urlu VVIu In 521/8" MAX. I.F. WIDTH 175' MAX. T I.F. D..J HEI HT SEE D1 7V T SL1 A I.F. 34 3118 78° MAX. FLANGED C HEIGHT 118° MAX. MAX SEE01SASH HEI HT T ..L 76° MAX. SEE DLO I HE T TABLE j 76" MAX. J FLANGED HEIGHT SEE DLO TABLE X j I SASH HEIGHT e DETAIL D VIEW (CUSTOM SASH) SEE DLO DETAIL B VIEW (STANDARD SASH) 176" MAX I.F E.1 HEt . HT O j ®MAX. FLANGED HEI SASH HEIGHT DETAIL E RADIUS TOP (CUSTOM SASH) NOTES: 1. SEE SHEET 6 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 6 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. PA.8Q7C 18� NOIaDM•,FL842i'4 O C� DETAIL C TOP (STAND VERTICAL DAYLIGHT OPENING DETAIL MAX. HIGH SILL A A I.F. 34 3118 B HEI HT 411/4* C 78" MAX. D FLANGED HEI 3EE 6211118" X � 62 114" 1 DETAIL B VIEW (STANDARD SASH) 176" MAX I.F E.1 HEt . HT O j ®MAX. FLANGED HEI SASH HEIGHT DETAIL E RADIUS TOP (CUSTOM SASH) NOTES: 1. SEE SHEET 6 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 6 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. PA.8Q7C 18� NOIaDM•,FL842i'4 O C� DETAIL C TOP (STAND VERTICAL DAYLIGHT OPENING DETAIL AXED LITE LOW I SILL HIGH SILL A 1 34112" 34 3118 B 41618" 411/4* C 41 114" 40 7/8" D 62 6/8" 6211118" E 62 114" 1 62 8/18" SASH DETAIL LOW SILL HIGH SILL A 341/2" 34 3118" B 27 7/18" 271/8" C 217/16* 271/8" D 16 318" 16 314" E 16318" 16314" TABLE 8. XE HUNG WINDOW IMPACT NTS 4 wN7�u 4 11 j'-4040-20-20 76" IVIA7C I.F. HEI HT ® MAX. FLANGED HEI HT S NOT 4 �tttl!llt,�r y`!NN 10.58705 $TA OFF m PLOW 181 NA5•�,•``� A. LYi�MMIL K P.E. FL P.E.# 58705 0000•• • 0000• 0000• 0000•• 0000•• • • • 0000•• ••0• • 0000 0000•• Goes •••• • • 0.000• G00• • • •00• I--2aea^� INSIDE • • • • MAX. • FIXED • • • LITE • • DAYLIGHT Go • OPENING • • NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOOKS, (1) W FROM EACH SIDE OF SASH. INSIDE MAX VENT DAYLIGHT OPENING I 1 I ��� NOTE: BALANCE PARTS USED ® BASED ON SASH WEIGHT 9,10,11,15,16 MAX. FIXED LITE DAYLIGHT OPENING I OUTSIDE r— MAX. WIDTH SECTION A A INTEGRAL FIN (I.F.) FRAME SECTIONS® IwsIDE J11 L 47 2.T HIGH SILL 2 LOW SILL H SILL 48 LOW SILL HEAD 68 2.710° e&I.F. FRAME —r—lA II 53 OUTSIDE RWIL96D • wm the molds 52 (LOW SILL) {HIGH SILL) v SEE NOTE ABOVE 54 64 t t i t t t V %-(NN 4%"'11, 67 3 30 ULTRALIFf 12 gg :�2OaGENSE ULTRALIFT ONLY ' SECTION &B12 ONLY SECTION C -C _ LOW SILL SHO ALTERNATE HIGH SILL RADIUS TOP { SHOWN) (HEAD DETAIL -FLANGED VERSION) JJ lawn 9 D livoCHANOFB"MSHAST '•. SrAe ?\�: JR- 0 muga 0 NOCHANQEST?w8lmFT ' oroamett SECTIONS %rO,o' •., FcoatioP aCo�. FJC a9H9mB a 9F Sl C7tD1�6CDNsotlDarEea.GDa�D�aTe ra.egX98� ALUM. SINGLE HUNG WINDOW, IMPACT ''�iS`SIONA�����• a�amWams ams NOMCMI6, Fi 34274 y b& &m,. mamamaa wms mm A'Mffl5E ase • ws A. L13, P.E. Fie eniff d ?/29/07 8H7W Half 5 d 11 40,W20 D FL P.E.# 58705 •.• .000 P.0.Bpp( 110ROb� 1=4 n 2 1 47 FRAME, I.F. HEAD ® #4071A,6063 -T6 ® 48 FRAME, I.F. LOW $ILL #4072A,606346 so FRAME, I.F. JAMB OFRAME. I.F. HIGH SILL ®& #407413,6063 -TO ® 04%1&% 0063-T8 (USED AS RADIUS TOP HEAD) amw I %YTS B -111 1 4040.20 [7 Ravow 10 6I0f A LYNN MlUISLIt, P.E. FL P.E.# 66708 I I 1 1---1 A r I.F. FRAME r SEALANT ALONG ENTIRE JOINT I � • • �I..,�-2784—�{ • � 1.LLw • .082 • • •• FLANGE FRAME HEAD • 1 #4002A,6053 -TB • see 0000 • • 9 �+-1.749 0000 • 0000 • O FLANGE FRAME JAMB #4004,8D6345 (USED AS RADIUS TOP HEAD) 1.342 X0216 N T—j 5 21 FIXED MEETING RAIL #4064A, 6MHD-T8 .082 2.830 t 1 2. �-2784--y O FLANGE FRAME SILL (LO" •••• • • • 0000 0000•• OSASH STOP 17 SASH STOP COVER #4026,6083-T6 #4053,00 1-T6 0000•• 0000•• • • • • 0000•• • •• 0000• • •• 0000• 0000 • • • • 0000 0000•• 0.0900 • • 0000•• • 00000• ...• •••• I I 1 1---1 A r I.F. FRAME r SEALANT ALONG ENTIRE JOINT I � • • �I..,�-2784—�{ • � 1.LLw • .082 • • •• FLANGE FRAME HEAD • 1 #4002A,6053 -TB • see 0000 • • 9 �+-1.749 0000 • 0000 • O FLANGE FRAME JAMB #4004,8D6345 (USED AS RADIUS TOP HEAD) 1.342 X0216 N T—j 5 21 FIXED MEETING RAIL #4064A, 6MHD-T8 .082 2.830 t 1 2. �-2784--y O FLANGE FRAME SILL (LO" #4003C,8063 -T6 736 OSASH STOP 17 SASH STOP COVER #4026,6083-T6 #4053,00 1-T6 {+--2.328---i 2270--� 1.979 1.707 .082 .062 ' SEALANT OR GASKET I-11-i1n �r \—JIILII� I AT HEAD AND SILL \\V(( I VIEW D -D VIEW E -E (1H&VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUSEA TOP HD ONLY) FRAME CORNER CONSTRUCTION -- -- ,m ..67-8 tow L�--�- —► 062 1 41 GLAZING BEA .5116n #403813, SIMI 76 31 SASH SIDE RAIL #4008,8003-T6 23 SASH TOP RAIL28 SASH BOTTOM RAIL(LOVY) #4900C,6083HS-TB #4aa7,6063T6 E I-= 1. ---_IT O GLAZING BEAD 7/16" 04222,6063•T6 Imo -2.784 69 FLANGE FRAME SILL (HIGH) #4050A,6063 -T8 68 SASH BOTTOM RAIL (HIG) #4061A,6063 -T6 PO. 3�74 BQX 1= NOKOb08, fl. .060- 119A— .678 4b GLAZING BEAD, 7/16" #ONG, 6083-T6 (USED W/ GRILL KM .050 -► .6 76 1X98- --+ 1� 42 GLAZING BEA .6/16" #40445,6063-T6 (USED W/ GRILL KIT) .060 I 1 —I + o 1 1.097 46 GLAZING BEAD, 13/1 #4087,6083-T6 SHM I Half 1 7 s 11 1 4040-20 BOSS (2) Blawa 65705 a STATE of �,SSIONALE A. LYI 1111Lr4 FL P.E.# 68706 ANCHOR QUANTITIES FOR 111 FLANGED WINDOWS TABLE S. WINDOW HEIGHT SUBSTRATE: 28.803 1 34.803 40.603 46.8Q03 58.4M3 64. 3 78.000 • C�Oi�V WIdfH TYPE 7 9 > S 5 3 j • C,D,E,F,G, 1 7_ 1 1_ 1 1_ 1 1 _1 7 1 1 1 _1_ 1 _1 1_ 1 1 1 y _1 _1 _1 19.125 H,WAL ]1-2 111 112111 22212222222222222 222222222222232238 JAMB ABOVE 2 3 12 � 11-10, MTG. RAIL JAMB BELOW MTG. RAIL • • • • �• am 1 2 1 1 1 1 1 2 1 1 1 2 2 2 1 2 2 2 2 2 2 2 2L2 2 2 2 2 !iLi 2 2 2 2 2 2 2 2 2 2 2 3 T2-2 3 3 •• • 7 1 •••••• •••• 1 1 1 1 7 1 ANCHOR QUANTITIES FOR 111 FLANGED WINDOWS TABLE S. WINDOW HEIGHT SUBSTRATE: 28.803 1 34.803 40.603 46.8Q03 58.4M3 64. 3 78.000 (�j52.603 Q ANCHORWTYPE GLA" G NU. -044 � NU�-U NV�8c'T gNU.-Ur$ �V NCZ8 0zol Q C�Oi�V WIdfH TYPE 7 9 > S 5 3 j • C,D,E,F,G, 1 7_ 1 1_ 1 1_ 1 1 _1 7 1 1 1 _1_ 1 _1 1_ 1 1 1 y _1 _1 _1 19.125 H,WAL ]1-2 111 112111 22212222222222222 222222222222232238 JAMB ABOVE 2 3 12 � 11-10, MTG. RAIL JAMB BELOW MTG. RAIL >noa+rc+ • • �• am 1 2 1 1 1 1 1 2 1 1 1 2 2 2 1 2 2 2 2 2 2 2 2L2 2 2 2 2 !iLi 2 2 2 2 2 2 2 2 2 2 2 3 T2-2 3 3 •• C,D,E,F,G, 7 1 1 1 1 1 1 1 7 1 7 1 1 1 1 1_ 1 1 7 1 H4J,K.L 1 211 7 212121 22212 _1 2222222222222232222232223332233 _1 _1 :••• AB,M 1 1 1 1 1 1 1 1 1 1 1_ 1 1 1 1 1 1 1 2 1 1 1 2 _1 1 2 1 2 1 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 _1 _1__1 2 2 2 2 2 3 2 2 _1 212 2 3 2 2 _1 2 3 3 3 2 2 _1_ 3 3 •• • C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1- 1 1 2 1 1 2 1 1 2 1 1 •�� KW,K,L121222231222231223232223232223332233343233343344 A,B,M 1 1 1 1 1 1 1 1 1 1 1 7 1 1 1 1 1 1 1 1 1 1 1 1 1 2 9 2 2 2 2 3 1 2 2 2 2 3 9 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 3 3 2 2 3 3 3 4 3 2 3 3 3 4 :3]L3 4 4 C,D,E,F,G, 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 2 2 1 2 2 1 2 37000 HI,J,K,L _1 221 222237 2232322 32322232323233423333433 _1 353344 ® M 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 2 1 2 2 2 213 1 2 2 3 2 3 2 2 3 2 3 2 2 2 3 2L3 723V3, 3 4 2 3 3 3 3 4 3 3 3 4 5 3 3 4 4 PSF 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 H,I,J,K,L _2 22122223222323232323242333342334353334453344 A,B M 2 2 2 2 2 2 2 k*2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 3 2 2 2 3 2 3 2 F3 2L3 a 3 2 4 2 31313, 3 4 2 L3 314 3 5 3 3 :314 4 5 K3 K:4 PSF 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2_ _2 2 2 2 2_ 2_ 44.000 KLJ,kL 22222223232233242333342333342334353334453445 _z _a AB;M 2 2 2 2 J22 2 2 2 2 2 2 2 2 2 2 2 2 2 2 22 2 2 2 2 2 2 3 2 3 2 2 3 3 2 4 2 3 3 3 3 4 2 3 3 3 3 4 2 3 3 4 316:43 4 4 5 3 4 415 PSF 79 79 C,D,E,F,G 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 48.000 KW,K,L 2222222322233423333423343123343533343L- _2 _3 5463455 A,B,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 _2 222222232223442333342334342334353334353345463455 PSF 72 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 3 53.72$ HI,J,K,L 2 Z 2 2 Z 2 Z 3 2 2 2 3 3 4 2 3 3 4 34 2 3 34 34 3 3 4 3 5 33 4 44 8 3 4 4 54 8 _23 34 _ $ 8 2 2 2 Z 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2L45 2Z22Z2232223342334342334343 343533444$3345483 1. ANCHOR TYPE3r -114" ELCO TAPCONS> 4A-6� ^T�Q:-e..21 EFLEX ® 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOMING DIMENSIONS. HEAD -1S 112" MAX. FROM TOP CORNERS JAMBS -17112" MAX. FROM TOP CORNERS 16" MAX. FROM BOTTOM CORNERS 0' MAX. BELOW MTG. RAIL ® SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. ABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1° LESS. ®ESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: MAX. PSF (DP LMTED) 118 HEAD onucrREMBD complying wM the Fbahb JAMB ABOVE 2 3 12 � 11-10, MTG. RAIL JAMB BELOW MTG. RAIL >noa+rc+ (FULL DP) I++ + t+ HEAD 2 .�a,I ��14N M/44FRi�,�� JAMB ABOVE 2 3 MUG. RAIL; y0T05 JAMB BELOW ` Ic : Na MTG. RAIL+io Z� '2u` BI P (INDOW5 %O�p.�,; X9828 V.O. ..��.... �...�_..�..� ....._.�..i ......._. FdG 8108 B DA Q f9 7RICTEDBYs� "Jo W SW4 y/y,bly •BeQ �°® + A.L i'��i11LLL P.E. F.K 7/28/88 _ _ JJ 8?W7 -- - 8N700 NTS 8 s 11 4fA4f?-2a D FL P.E.# 68706 ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. WINDOW HEIGHT SUBSTRATE: 29.555 37.155 44.865 52.155 59.555 87.155 ANCHOR TYPE. O 0 U O 0 0 O U U O V U O U U O (J V OW GLASS ;V) NOZZ—ZZo`* NpZp� pai ON Z�Z��NoZ—p2 tQ$ IN pZwONZ—oZM WIINH TYPE U U U 8$$ $$ U ��S U�U� 8 U� 74.865 76.000 • U NpZ—pZ U L1 O V tOONZ—Z U� 8 U 8 •1�.i25 _1 1 1 H I J,K,I 1 1 1. 1 1 1 2 2 1 21 1 1 1 2 2 2 2 2 1 w1 1_ 2 2 2 2 9_ 2 2 �1 �1 2 2 2 2 • 1 1 2 2 2 2 1 2 2 _1 2 2 • _1 2 2 1 1 -i[-2 3 2 3 2 2 2 1 3 2 41140-29 D • s • 1 1 1 1 1 1 1 1 1 1 1 1 1 1 9 1 1 1 1 ' 111111222122222122222222222222222222322232322232 _1 • •••••• •••• • s ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. WINDOW HEIGHT SUBSTRATE: 29.555 37.155 44.865 52.155 59.555 87.155 ANCHOR TYPE. O 0 U O 0 0 O U U O V U O U U O (J V OW GLASS ;V) NOZZ—ZZo`* NpZp� pai ON Z�Z��NoZ—p2 tQ$ IN pZwONZ—oZM WIINH TYPE U U U 8$$ $$ U ��S U�U� 8 U� 74.865 76.000 O C4 U NpZ—pZ U L1 O V tOONZ—Z U� 8 U 8 •1�.i25 _1 1 1 H I J,K,I 1 1 1. 1 1 1 2 2 1 21 1 1 1 2 2 2 2 2 1 w1 1_ 2 2 2 2 9_ 2 2 �1 �1 2 2 2 2 1 2 2 1 1 2 2 2 2 1 2 2 _1 2 2 1 3 2 _1 2 2 1 1 -i[-2 3 2 3 2 2 2 1 3 2 41140-29 D ABM 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 9 1 1 1 1 ' 111111222122222122222222222222222222322232322232 _1 • PSF 79 79 • �1�.000 C,D,E,F,G, 1 1 _ 1 1 H.I.J.K.L 111 1 11 221 1 1 1 1 _1 2222222222222222 _1__7 1 1 1 1 2232322232322232322232 1 1 1 _1 _1 1 1 1 1 1 • '• 1 1 _1 1 A B,M 111 1 1 1 1 2 2 1 1 1 1 1 1 2 2 2 2 2 2 1 1 2 2 2 2 1 1 1 2 2 2 2 2 2 1 ?J2 1 1 1 312 3122232-3F2:2]-2 1 1 1 1 1 1 1 3 2 :3]-2 2 2 3 2 • • PSF 98 77 C,D,E,F,G, 1 9 1 1 1 1 1k- 1 1 1 2 1 1 1 1 1 1 1 1 1 1 1 32.000 HGJ.KL g 1 1 1 q 1 2222222322 _2 2332233333233332233433243433243 A,B,M 1 1 1 1 111111222222232222332233333233332233433243433243 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 PSF 69 97 79 C,D,E,F,G 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2Ma3 2 1 2 2 1 2 37,000 H,IAK,L 1 1 1 1 1 1 2 221112 2 22 232 22 3 3322333 3 334 3433 24 344 324 3 A,B,M 1 1 1 2 1 2 i 2 2 1 2 2 1 22 1 2 2 1 2 1 1 1 1 7 1 2 2 _7 2 2 2 2 2 3 2 2 2 3 3 3 2 2 3 3 3 3 3 3 4 34 3 3 2 4 3 4 4 3 2 4.3 PS 54 79 82 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 22 2 2 2 2 2 40.000 H,I,J K,L 1 1 ±L' ±A 2A 2=2 2 2 2 3 2 2 3 3 3 3 2 2 3 3 4 3 3 3 4 34 4 3 3 4 3 4 4 3 3 5 3 A,B,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 III III III 2 2 2 2 2 22 3 2 2 3 3 3 3 2 2 3 3 4 3 3 3 _2 4 3 3 3 3=3 4 3 4 4 3 3 a43: 4 4 3 3 5 3 PSF 49 79 89 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 44,ppp H,1,J K,L 1 1 1 1 111 212 2 2 212 3 3 2 2 3 3 3 4 2 3 3 3 4 4 3 3 4 3 4 4�33 4 3 443 343 4 4 _2 3 3 5 4 A,B,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 2 2 2 2 2 2 3 3 2 2 3 3 3 4 2 3 3 3 4 4 3 3 4 3 4 4 4 3 4 4 3 3 4 3 4 4 3 3 5 4 PSF 46 74 51 74 79 79 48,000 C,D,E,F,G, 2 2 2 2 H,I,J,K,L 111111 222222332233344433444433444434364 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 2 A,B,M 212 2 2 2 2 2 2 J22 2 2 3 2 2 2 2 2 3 &23 2 2 2 1 1 1 1 1 1 2 2 2 2 Z Z 3 3 2 2 3 3 3 4 4 4 3 3 4 4 4 4 23:3:4L4!4443 :41:3 6 4 PSF 41 57 48 87 79 79 C,D,E,F,G, 2 2 2 2 2 2 3 2 2 3 3 2 3 3 2 3 3 2 3 3 2 3 63.125 H,t J,K L 1 1 1 1 1 1 2 2 2 2 2 2 3 3 3 3 3 3 4 4 4 4 3 3 4 4 4 4 3 3 4 4 6 6 4 3 5 4 5 5 4 3 5 4 A,B,M 2 2 2 2 2 2 3 2 2 3 3 2 3 3 2 2 3 2 3 3 2 3 1 1 1 1 1 1 2 2 2 2 2 2 3 3 3 3 3 3 4 4 13+4 4r4 3 3 4 4 4 4 3 3 4 4 6 4 4 3 5 4 5 4 4 3 6 4 XM(0M8,FL3Wa Ploig"m NOICObI�, M SUN ILUM. SINGLE HUNG Wt am= IVTS 9 a 11 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1-114° ELCO TAPCONS 2 -1/4° ELCO SS4 CRETE -FLEX ® 3-012 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD -181/2° MAX. FROM TOP CORNERS JAMBS -17112° MAX. FROM TOP CORNERS 17 MAX. FROM BOTTOM CORNERS 8° MAX. BELOW MTG. RAIL ®SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF ®NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. ® B. DESIGN PRESSURE LIMITATIONS SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: JAMB ABOVE 3 3 aaec No I MTa RAIL JAMB BELOW MTG. RAIL cruu urI —1Ill11 I, HEAD 2 �.� �3101q, /�, ' JAMB ABOVE 2 2 O�y `.E�sSE MTG. RAIL �1� JAMB BELOW ' k r No• MTa RAIL r DARD VIEW0 s �N %��'�'�,�F........... NIMPACT W , �sStO A LYNN IUIILLLfii P.E. 41140-29 D FL P.E.# 88708 ANCHOR QUANTITIES ABOVE MEETING RAIL(HEAD SUBSTRATE: 17.126 22.688 & JAMB81 CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. WINDOW HE MINUS SASH HEIGHT FROM TABLES. 821 1 33.754 38.296 44.838 1 50.382 55.925 ANCHOR TYPE: • O Ni 8 8 U o c�iONO`_8C,' 8 �g O v c U 8� O IN Z' 8 • s • C1 4 8 R U V c 8 8 4 N 8 U o -2" 8ci § • U c 3 8 �, U N8-9 U U ` O U WINDOW 18.�i1b D,E,F,J, 1 _.____ 1 1t 1 8UBSTRAT 1 -----_._._ 22222a 1 1 1 __ _ 1 _ _,__,._-..-------_ 1 1 a 1 222223 _ 1 1 1 1 -__. 1 9 2 •••sem• • 1 2 1 3 1 3 1 ._._..___.KL 3 • 8 •••••• •••• 1 s • 2 2~ ANCHOR QUANTITIES ABOVE MEETING RAIL(HEAD SUBSTRATE: 17.126 22.688 & JAMB81 CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. WINDOW HE MINUS SASH HEIGHT FROM TABLES. 821 1 33.754 38.296 44.838 1 50.382 55.925 ANCHOR TYPE: G GLASS vi TYPE O Ni 8 8 U o c�iONO`_8C,' 8 �g O v c U 8� O IN Z' 8 V o Z�1 8� U wZQ-Zc�iONZ`-Zt3 8 C1 4 8 R U V c 8 8 4 N 8 U o -2" 8ci § ' 2'2-z 8 U c 3 8 �, U N8-9 U U ` O U WINDOW 18.�i1b D,E,F,J, 1 _.____ 1 1t 1 8UBSTRAT 1 -----_._._ 22222a 1 1 1 __ _ 1 _ _,__,._-..-------_ 1 1 a 1 222223 _ 1 1 1 1 -__. 1 9 2 1 3 1 3 1 2 1 3 1 3 1 ._._..___.KL 3 1 3D,E,FJ,1KL 8 1 1 $ 2 2~ 2 2 T 2- 2 2- -2 _3 3 2 3 3 2 3 3 3 3 3 34 2 2 op KL _9� 1 2 2 2 11 2 2 1 2- 2 3 1 2 1 3 2 3 f 1 3 1 3- 1 3� 1 2- 1 3 1 —4---3- 1 1 _ 4 1 4 11 3' 4 1•. 6 3 —6- 00 •• PS 3 3 2 3 4 2 3 4 2 1 3 37.000 79 2 1 2 2 2 2 3 2 1 3 3 1 2 3 3 3 AMO DAFA KL 1 1 1 1 1 1 2 2 1 _. 2... 2 2 2 3 1 2 2 3- 2 -'Tl--3 1 2 4 2 3 1 3 2 -3 2 µ4 1 3 2 ~4 2 4 1 4 2 5 2 5 1 4 2 b • PS.F 44 WD88 -2 -F2-- 79 79 79 -4-F-3-T-3- 79 2 T 2 2 2 3 Z 1 3 3 13 3 3 3 4 3 4 5 3 4 5 3 4 • R0.800 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 22 4 4 3 4 5 3 4 5 2 2 2 •• KL 1 1 1 2 2 2 3 3 3 4 3 4 4 3 4 4 2 6S 3 5 b 3 5 6 4- 8 • PSF 79 79 79 77 79 79 79 44.000 D,E,FA 2 2. 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 22 2 2 2 KL 1 1 1 2 2 2 3 3 3-4 4 4 4 3 b 4 3 56 6 4 6 PSF 78 79 70 79 79 71 70 73 76 48.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 391212 3 2 2 KL 1 1 1 2 2 2 3 3 3 4 -4 4 6 4 5 5 4 8 8 4' 8 8 6 6 PSF 71 79 63 71 79 64 74 1 88 1 77 69 69 63.125 D,E,F,J, 2 2 2 2 2 2 3 12 2 8 2 8 3 2 3 3 3 3 2 3 3 2 3 KL 1 1 1 2 2 2 3 3 3 4 4 4 6 4 - b 6 -2 1 6 6 81 5 1 7 4 1 6 1 7 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLES. SASH HEIGHT 8UBSTRAT 12.776 15.776 18.776 21.778 24.778 27.776 30.778 31.108 ANCHOR TYPE. WINDOW o �Mi N `� a q zo d `� `c', a `d a q o .- c3 �' '" a o ��j w `d p N ' S 8 $ $ WIDTH 19.125 1 1 1 2 1 2 2 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 24.OW 2 1 1 2 1 2 2 1 2 1 2 2 2 2 2 1 2 2 2 2 2 3 2 2 3 2 2 32=0 2 1 2 2 2 2 3 2 1 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 1 3 37.000 791 2 1 2 2 2 2 3 2 1 3 3 1 2 3 3 3 3 TT -35-1-3 4 3 3 4 3 1 4 40.000 74 2 2 2 2 Z 2 3 2 3 -31-2--T-3 3 3 3 4 3 3 4 3 4 4 3 4 44 WD88 -2 -F2-- 78 -4-F-3-T-3- 2 T 2 2 2 3 Z 1 3 3 13 3 3 3 4 3 4 5 3 4 5 3 4 48.000 48.000 63 72 79 2 2 2 2 2 2 3 2 3 4 TT -ET 4 3 4 4 3 4 5 3 4 5 3 4 53.125 73L 88 72 2 2 12 2 2 2 3 3 1 3 4 1 3 T-4-1 4 T 3—T 4 1 5 3 4-1-5 3 5 b 3 5 W OW%FL 94278 8F 74NOL SHM 1 NTS 110 all ANCHORAGE NOTES: 1. ANCHOR TYPES: 1-1/4" ELOO TAPCONS 2 -1/4" ELCO SS4 CRETE -FLEX 3 - 912 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING ®DIMENSIONS: HEAD -181/2" MAX FROM CORNERS JAMBS -171/2" MAX. FROM TOP CORNERS 11 112° MAX. ABOVE THE MEETING RAIL 8" MAX. BELOW MTG. RAIL 16" MAX. FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED DETERMINE THE ANHOOR QUANTITIES FOR CUSTOM VIEW WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. A. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW [B� WINDOWS ARE 12 8/8' MIN. TO 3S MAX 66 TABLE WIDTH AND HEIGHT DIMENSION ARE FOR [e� FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 8 DESIGN PRE83URE LIMITATIONS: © SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE 812E AND GLASS TYPE IS AVAILABLE. ® TABLE 7. KEY: MAX. PSF (DP LIMITED) 112 HEAD JAMB ABOVEOVE 2 2 MTG. RAIL (FULL DP) HEAD 2 JAMB ABOVE 4 MTG. RAILnpvice tsa�vt Floctaa ® TABLE 8. KEY: MAX PSF M t® (DP LIMITED)112 JAMB BELOW 2 t1I I I I MTG. RAIL. ���� �Y (FULL DP)_ic; No. 68708 JAMBBELOWe = k = MTG. RAR. w,d . a t 1of s w �: 'SOT'••.. Fiornv�• :'0��: A LL.Lf}, P.E. FL P.E.0 68706 IMPACT 4040-20 3,35 KSI MIN. CONCRETE • 5 •OPTIbNAL 1x �Qt� BUCK •_ � {SBE440TE 4)_y`� • 0000 • ••• • 0000 �j EXTERK)R INTERIORS ® NOTES: (ALL HEAD AND SILL DETAI 7/ 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY ( LT) APPROVED 114" ELCO TAPCONS OR 114° SS4 CRETE -FLEX. MINIMUM DISTANCE FROM CONCRETE ANCHOR ANCHOR TO CONCRETE EDGE M 1 3/a'. (SEE NOTE 1 & 3),& 2x WOOD BUCK WOOD ANCHOR 2. FOR WOOD APPLICATIONS IN MIAMI -RADE COUNTY, USE #12 STEEL SCREWS (GS) OR I r(gEE NOTE 2 & 3)® ®(SEE NOTE 4)� 1/4" 884 CRETE -FLEX. 3 FLAT HEAD ANCHORS WHERE REOUIRED MUST HAVE 412 TRIMER HEADS 1 3B° MIN., 1/4"TAPCONA A•3/4" MIN.,1/4" CRETE -FLEX 1/4" MAX =SHIM TA DETAIL B [CAL FLANGED HEAD ANCHORAGE Ak 1318" MIN. r • • 0• TYPICAL FLANGED JAMB ANCHORAGE • • • 0000 0000•• THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE I ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. ��W) ! I •••••• 0000•• • • • OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT • • SHIM N 0.000• 0 •• • • • 0000• • •• • s 0000• 0000 f 0 0000 0.0001 •••••• • • •••••• 0000•• 0000 0000 3,35 KSI MIN. CONCRETE • 5 •OPTIbNAL 1x �Qt� BUCK •_ � {SBE440TE 4)_y`� • 0000 • ••• • 0000 �j EXTERK)R INTERIORS ® NOTES: (ALL HEAD AND SILL DETAI 7/ 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY ( LT) APPROVED 114" ELCO TAPCONS OR 114° SS4 CRETE -FLEX. MINIMUM DISTANCE FROM CONCRETE ANCHOR ANCHOR TO CONCRETE EDGE M 1 3/a'. (SEE NOTE 1 & 3),& 2x WOOD BUCK WOOD ANCHOR 2. FOR WOOD APPLICATIONS IN MIAMI -RADE COUNTY, USE #12 STEEL SCREWS (GS) OR I r(gEE NOTE 2 & 3)® ®(SEE NOTE 4)� 1/4" 884 CRETE -FLEX. 3 FLAT HEAD ANCHORS WHERE REOUIRED MUST HAVE 412 TRIMER HEADS 1 3B° MIN., 1/4"TAPCONA A•3/4" MIN.,1/4" CRETE -FLEX 1/4" MAX =SHIM TA DETAIL B [CAL FLANGED HEAD ANCHORAGE Ak 1318" MIN. r • • 1 114" • aWMAX.SHIMM MIN.• 114" MAX. SHIM CONCRETE ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 1 & 3) METAL SCREW WffH FULL ENGAGEMENT INTO THE AWNU UM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS, FOR INTEGRAL FIN MULLED APPLICATIONS R IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 6. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FSC CURRENT, EDITION, SECTION 2003.8.4 (SUPPLEMENT 2006). WOODANCHOR, FH BELOW MEETING® RAIL (SEE NOTE 2 & 3) INTERIOR (ALL JAMB DETAILS) EXTERIOR 15 V 3.35 KSI MIN, CONCRETE „t, r OR 1.5 KSI MIN. CMU 1x BUCK OPTIONAL WITH SOLID CONCRETE 2.WOOD BUCK SUBSTRATE (SEE NOTE 4% (SEE NOTE 4)® DETAIL C 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TYPICAL FLANGED JAMB ANCHORAGE TOTAL THICKNESS IS LESS THAN 11/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE 13 N. INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 112" )+— THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE I ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. ��W) ! I 8. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF � WOOD FRAME 8083 -TS AND A MINIMUM OF 1!8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE 1!4° OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT MAX SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET SHIM N • • 1 114" • aWMAX.SHIMM MIN.• 114" MAX. SHIM CONCRETE ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 1 & 3) METAL SCREW WffH FULL ENGAGEMENT INTO THE AWNU UM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS, FOR INTEGRAL FIN MULLED APPLICATIONS R IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 6. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FSC CURRENT, EDITION, SECTION 2003.8.4 (SUPPLEMENT 2006). WOODANCHOR, FH BELOW MEETING® RAIL (SEE NOTE 2 & 3) INTERIOR (ALL JAMB DETAILS) EXTERIOR 15 V 3.35 KSI MIN, CONCRETE „t, r OR 1.5 KSI MIN. CMU 1x BUCK OPTIONAL WITH SOLID CONCRETE 2.WOOD BUCK SUBSTRATE (SEE NOTE 4% (SEE NOTE 4)® DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 1!a" MAX. )+— SHIM I ��W) ! I � 1�@)� � WOOD FRAME 131" DIA. MIN. x 21/2" NAIL, AT CORNERS AND 8" O.C. DETAIL F, (HEAD) VOOD FRAME rrr= .131" DIA. MIN. x 2112' NAIL, AT CORNERS AND S" O.C. L L .131" DIA. MIN. x 2112" NAIL, AT CORNERS AND W O.C. DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE P o. egx+s�e nroxaana m aazra W.M steer 1/4" _MAX. SHIM DETAIL G, (SILL) ANCHORAGE DETAILS am I NTS 111 -ell pwdm LYNN M!(�F'''�i Ic ; w-58705 ,.a•�,� )I 'tui IMPACT '�'ftO.NPAL •" A. A4 MILW P.E. 40440.20 D FL P.E.# WM iHIAM��� MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE {NOA) wvwnv.miamidade.aov/neral PGT Industries 1070 Technology Drive, North Venice, Fl. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction matorials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Produet Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the -expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion - L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1 through 22 of 22, prepared by manufacturer, dated 08/29/11, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distrit;to.q•and %hal be javgilaj jc for inspection at the job site at the request of the Building Oficial. Thi$NOA geV%4s w:#:[0�0819.05 and consists of this page 1 and evidence page E-1, as well as approval docudwnt idetkidnid MO. • - The Abtnj%d Ncunienfation was reviewed by Manuel Perez, P.E. M!• LC D • • �• , MWOMP • . .... . . . .... .... . . ... . . NOA No. 11-0922.01 Expiration Date: May 26, 2016 Approval Date: December 08, 2011 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 6300X;, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1 through 22 of 22, prepared by manufacturer, dated 08/20/11, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6443 (samples A-1 thru E-1), dated 02/28-11, and addendum letter dated 05/05/11, all signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA #10-0819.45) C. CALCULATIONS I. Anchor verification calculations and structural analysis, complying with FBC-2007 and FBC-2010, prepared by manufacturer, dated 09/20/11, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance with the FBC-2007 and PBC -2010, and no financial interest, dated June 06, 2011, signed and sealed by Anthony Lynn Miller, P.E. 2. Proposal # 10-1070-R issued by BNC to PGT Industries, dated 01/07/11, signed by Ishaq I. Chanda, Product Control Examiner. G. OTHER • . A.• Notice of Acceptance No. 10-0819.05, issued to PGT Industries, for their PGT Series • �; • �t1i11nln�xt Clipped Mullion — L.M.I., approved on 05/26/11 and 8 on 05/26/16. .. ... .. . .... 4 Wej Perez, P.E. • • • • • • • Product denjtAl Examiner . . • • • • NOA No. 11-0922.01 . . . . . .. . . . . • • • • 000 ; • •, • Expiration Date: May 26, 2016 Approval Date: December 08, 2011 E-1 OV ....... . . . . ... . . . . . ...... . .... .... . . ... . . SUITABLE FOR ALL LOCATIONS REQUIRING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT-RAtTANIT PRODUCTS •9000• Ia 1: •••o•• • • 1MIH •—OPEWNoY • MULLIONS • 9999• 9999• • •��i� 9999• 0•�0i aTHFw1g 0Eom1s•s• - • 1�/ • •• •9•• m •••• MULL. • LENGTH 0000 LAIHORIWNTMULL LENGTH 116TH FU VERTIC 0! 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 LOAD$ AND ARE TO BE DESIGNED BY OTHERS. ARCHES TO BE /SEE DETAILS A-D,GA, SHEETS 25 HORIZONTAL - MULL LENGTH 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 MULUON CLIPS, BUT SHALL NOT HAVE A GAP OF MORE THAN IW FROM THE CLIP. 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN 1.118D. THE 113 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 21. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCT$ $HALL APPLY. 8) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TASLE($). 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. 8) REFERENCE TEST REPORTS: M-6443; ELCO ULTRACONIAGGRE-GATOR NOA`8; ANSNAFBPA NDS FOR WOOD CONSTRUCTION: ADM -ALUMINUM DESIGN MANUAL. 8) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH PGT -APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: MULL j^--OPIN0431Vmm �—HCRIZ. MULL LENGTH- LENGTHy HEIGHT OP✓ LENGTH NORM OR FOR LENGTH' Y T L T_ SINGLE MULLION BINDLE MULLION oP°e°JGvdmiH0 Fit VERT 5—` —m -r -w m L SEE CORRESPONDING DETAILS FROM FIGURE 1 ABOVE. MULTIPLE MULLIONS INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT dW*-P1 FOR THE OPENING USING THE ASCP.7 STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 3) REFER TO SHEET 22 TO DETERMINE IF THE WIND LOADING IS'RECTANGUTAW OR "TWANGULARITRAPEZOIDW. GENERAL NOTES..-«.«__-.««...... 1. MULL TO 2X V/OOD.«.___._»__ 2 WILL TO 1X & MASONRY----- 2 INSTALLATION NOTES-— 2 MULL TO MASONRY-".....-... 3 MULL TO STEEL STUD............_._.. 3 MULL TO MULL ---------- ........».3 ANCHOR SPECS-.------.- 3 X.378 MULL SPECS. -.._- 2 X 6 X.28 MULL SPECS--._.._. 14 1JL8 X 2.11 X.128 MULL SPEC&.» 16 30° X 3.5 BAY WILL SPECS..««... 18 43° X 3M SAY MULL SPECS-- 17 MUWON & CUP DWSNSIONS_ 18-2D EXAMPLES1 & 2»«««.».»...».......»21 LOADING EXAMPLES__-..w_.......2Z 4) FIND THE CHOSEN MULLION'S MULLION CAPACITY (LOW" TABLES 1A THROUGH 13A, ON SHEETS 6 THROUGH 17 \BEE DL?TaltBl 111 ATHRU G. RESPECTIVELY, USING THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION 18 SPANNING • - _1 8HEET823 B'til`iffig�8 AQPuft • • / OPENQIG HEIGHT 6) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LBS). THIS Dp FOR aat MULLION CAPACITY. HORIZONTAL 11 I I 1 SEEOETAR P, N 8FE3T 8 LL ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR CAPACITY 18 MET. FENEBTR ATRN PRODUCT$ MAY ; . (iC No• ggT05 FOR THE OPENING, YOU MAY USE THE ANCHOR CAPACITY ADJUSTMENT FORMULA" TO OBTAIN THE LOWER ANCHOR CAPACITY„ BE 0FANYTYPr. REQUIRED. WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE Qsp�'I MUST BE •; 8) VERIFY FP) THE DESIGN FRESSURE RATING (LBSAFOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MANUFACTURED MULLION CAPACITY /LBS/FT°f 013TAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE'•., •'�G. BYPGT. ..PLO. i F •• �/ SS�ON /SEE DETAILS A-D,GA, SHEETS 25 HORIZONTAL - MULL LENGTH 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 MULUON CLIPS, BUT SHALL NOT HAVE A GAP OF MORE THAN IW FROM THE CLIP. 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN 1.118D. THE 113 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 21. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCT$ $HALL APPLY. 8) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TASLE($). 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. 8) REFERENCE TEST REPORTS: M-6443; ELCO ULTRACONIAGGRE-GATOR NOA`8; ANSNAFBPA NDS FOR WOOD CONSTRUCTION: ADM -ALUMINUM DESIGN MANUAL. 8) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH PGT -APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: MULL j^--OPIN0431Vmm �—HCRIZ. MULL LENGTH- LENGTHy HEIGHT OP✓ LENGTH NORM OR FOR LENGTH' Y T L T_ SINGLE MULLION BINDLE MULLION oP°e°JGvdmiH0 Fit VERT 5—` —m -r -w m L SEE CORRESPONDING DETAILS FROM FIGURE 1 ABOVE. MULTIPLE MULLIONS INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT dW*-P1 FOR THE OPENING USING THE ASCP.7 STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 3) REFER TO SHEET 22 TO DETERMINE IF THE WIND LOADING IS'RECTANGUTAW OR "TWANGULARITRAPEZOIDW. GENERAL NOTES..-«.«__-.««...... 1. MULL TO 2X V/OOD.«.___._»__ 2 WILL TO 1X & MASONRY----- 2 INSTALLATION NOTES-— 2 MULL TO MASONRY-".....-... 3 MULL TO STEEL STUD............_._.. 3 MULL TO MULL ---------- ........».3 ANCHOR SPECS-.------.- 3 X.378 MULL SPECS. -.._- 2 X 6 X.28 MULL SPECS--._.._. 14 1JL8 X 2.11 X.128 MULL SPEC&.» 16 30° X 3.5 BAY WILL SPECS..««... 18 43° X 3M SAY MULL SPECS-- 17 MUWON & CUP DWSNSIONS_ 18-2D EXAMPLES1 & 2»«««.».»...».......»21 LOADING EXAMPLES__-..w_.......2Z 4) FIND THE CHOSEN MULLION'S MULLION CAPACITY (LOW" TABLES 1A THROUGH 13A, ON SHEETS 6 THROUGH 17 PRODUCT REVISED RESPECTIVELY, USING THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION 18 SPANNING as ComPIY4 with Bre FM71d0 VERTICALLY OR HORIZONTALLY). THE MULLION CAPACITY (LBSIM OBTAINED SHAD. MEET OR EXCEED THE DESIGN PRESSURE B'til`iffig�8 AQPuft REQUIREMENT (LBS, FOR THE OPENING OBTANED IN STEP 1). D 0 6) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LBS). THIS Dp VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL aat MULLION CAPACITY. 11 I I 1 8) FROM THE ANCHOR CAPACITY (LB91 TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION {MULTIPLE ANCHORISUBSTRATEAANCHOR-CLIP PATTERN MAY APPLY) SELECT AN ��� y \.YNN kit l/i� "" "' FP ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR CAPACITY 18 MET. '% O� • 7) IF THE MULLION CAPACITY tl &4JFT'f OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LB81FP) ; . (iC No• ggT05 FOR THE OPENING, YOU MAY USE THE ANCHOR CAPACITY ADJUSTMENT FORMULA" TO OBTAIN THE LOWER ANCHOR CAPACITY„ . REQUIRED. WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE Qsp�'I •; 8) VERIFY FP) THE DESIGN FRESSURE RATING (LBSAFOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL • �'F1 ' $T TE F MULLION CAPACITY /LBS/FT°f 013TAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE'•., •'�G. MULLED FENESTRATIONPRODUCTASSEMBLY. S) HIGHLIGHT OPTION USED AND TABLE USED ..PLO. i F •• �/ SS�ON VALUES IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. A. LYI�dAVIIIQEI3 P.E. _ FL P.E.# 68TOb ••••• DET IL • • • • MULIjQI� oD 6UCK • • • • • • OR WOOD FRAMLUIN • • (OFFSET CLIP SHO* • • • ••••• • •• •• •• ••••• • •• ••••• • o •••••• CLIP MAY�E . • • 0S'TALLED7lY .• ••• •••••• THIS METHOD •••y • yam . SEE SHEETS 18-2D FOR HOLE LOCATIONS DETAIL B: MULLION ATTACHED TO 1X WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) VIII JLLION Iq SUCKSTRW TYP.ANCRCR AND PER SUBSTRATE. �Y SEE SEE TABLES 1&108 BYOTHENB, SEE NOTE 1, SHEET I. .. N M81271�i ... mm OONCRETEOROMU' �'!I DETANO6. ��•1-SEESEETABLES m EDGE DISTANCE 1B•10B FOR MASONRY ANCHORS g• w TYP. ANCHOR ^ TYP.ANCHOR PERSUBSTRATE. TYP. ANCHORSU� �� TABLES 18-106 SEE TABLES IS -10S 966 TABLES 1&108 EDSEOM DISTANCE BUCSTRW 8EE TABLES AMP BUCKSTRIP 18.108. ? •.', ., '; ATTACHMENT AND 6 "t t' ,,. ..t> •r, BYOTHERS. .k„ ATTACNMhMA `.�.....e •.;t•.7r am NOTE I. • SHEET 1. BY OTHERS, �`. rA• •�� .f^. �.1.• •an NOTE pie i,i .v .•'.!.':�`-:.�j.'4'.!. '":'•.,W.• �J r;� SHEET I. .. ... Lt . " ... - �,4` .r'. '. •.• MIN 27 KSI CONCRETE OR CMU SIDE VIEW FRONT VIEW FROM VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION 8RE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE. THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A -D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAO OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. B) FOR MASONRY APPLICATIONS IN MW&DADE COUNTY, USE ONLY MIAMI -RADE COUNTY APPROVED ELCO ULTRACON OR ELOO 114" S.S. AGGREGATOR MASONRY ANCHORS. SIDE VIEW BrrHeLTHE BTANDARO OR CLIP MAYBE INSTAU EO BY THIS METHOD. \L1111I1T%t �\• V \.lt�t� Mj( - i� �•�`r��b\CENSE:* ' ; No. 58705 of i0XN, ' ., PLORM A. P.E. FL P.E.# 58706 WA& C: MULLION DIR jrY ATTACf--D NOTES: � • • • • i MASbA STRUCTUfiE • • INTERSECTIONS. • (STANDARD CLOP SHOWN • p eee•e• 8Y 8 rn M • • • TYP.ANCHOR • ••• e ••• e• SUBSTRATE. TE•S 8e• SBE TABLES I&10 •ePSTALL• INS EDGE DISTANCE • 0.e •eee• THMEHYFOR I I a MASONRY a Fal FOR ORS • ••• •e• i I a ° •0000 • •i.e*• • EXTIdt:8,1 e aq . e • • po 4 e EDOE01a 00000 • •• FOR •° a w ANCHORS TYP. ANCHOR•d rPERSUBSTRATE. . 4 . ^ -• - �, '� :, g _ �. •� '., . �y BEE NOTE I. q :r.. . r: .. �.. •! n SHEET 7. . . MW 2.7 KSI CONCRETE OR CMD MN 2.T K81 CONCRETE OR CMU FRONT VIEW SIDE VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A -D, EITHER THE STANDARD OR INTERIOR CLI/ MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. S) FOR MASONRY APPLICATIONS IN MIAW-RADE COUNTY, USE ONLY MIAMI•DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 1/4' S.S. AGGREGATOR MASONRY ANCHORS. FRONT VIEW i EXTERIOR DETAIL E: MULLION TO MULLION INTERSECTION A� (U -CLIP) V L TOP VIEW VARIEB� ' LEON U•CLIP FRONT VIEW no EXTERIOR SEESHEEETSI"FOR HOLE LOCATIONS BOSE DISTANCE SEE TABLES IB&160 SIDE VIEW DETAIL D. MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SH( STRUCTURE TYP. ANCHOR A ///------ PER SUBSTRATE, 888 TABLES 111-108 .`? MULLION FOR ST®: STUDS THMN ERTHAN 10 GA AND COMPLUWT WITH THE FL BUB CODE, A2X WOOD BACKER MUST USED ATTACHMENTSYOTHERS. USB WOODANICHORSFECS SIDE VIEW NOTES: 1) FOR 2X WOOD -BACKED STEEL STUDS. WOOD ANCHOR VALUES MAY BE USED. 2) SEE CORRESPONDING MULLION TABLES, SHEETS 8.17. FOR QUANTITY OF SCREWS. PRODUCTREVLffiD a scomplyM3e1thdmvk b BWldibgCWo D2M i1p Mi �titlllll(/� .............. se 58708 A. LYNNI�ASL� ER P.E. FL P.E.# 68706 Ill NOTES: a� 1) MAY BE INSTALLED IN -TEE' OR 'CROSS' INTERSECTIONS. c p 2) MAY BE INSTALLED HORIZONTALLY (SHOWN) OR VERTICALLY. 3) SEE U•CUP DRAWINGS. SHEETS 18-20 FOR CORRESPONDING MULLION. 8Y 8 rn M no EXTERIOR SEESHEEETSI"FOR HOLE LOCATIONS BOSE DISTANCE SEE TABLES IB&160 SIDE VIEW DETAIL D. MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SH( STRUCTURE TYP. ANCHOR A ///------ PER SUBSTRATE, 888 TABLES 111-108 .`? MULLION FOR ST®: STUDS THMN ERTHAN 10 GA AND COMPLUWT WITH THE FL BUB CODE, A2X WOOD BACKER MUST USED ATTACHMENTSYOTHERS. USB WOODANICHORSFECS SIDE VIEW NOTES: 1) FOR 2X WOOD -BACKED STEEL STUDS. WOOD ANCHOR VALUES MAY BE USED. 2) SEE CORRESPONDING MULLION TABLES, SHEETS 8.17. FOR QUANTITY OF SCREWS. PRODUCTREVLffiD a scomplyM3e1thdmvk b BWldibgCWo D2M i1p Mi �titlllll(/� .............. se 58708 A. LYNNI�ASL� ER P.E. FL P.E.# 68706 DETAIL F: •FIEWOODIFIED MULLION CLIP • • • (F -CLIP) • Ski 0STAMMA-E, • SMEM 2 A 3 POR INSTALLATIOM •• �EDIPIC BUBSTRATEB. SIDE VIEW SHOWN WITH 1•X 4'x.126• MUUdON INTO WOOD, STEEL, STANDARD CLP TO BE ALUM, CMU OR MASONRY MODIFIED IN•PIBLO. EXTERIOR (D ® I ® I � DISTAANNCE PERANCHOR NOTES FOR INSTALLATION OPTIONS F: 1) DETAIL IS NOT APPLICABLE FOR THE SAY OR 1.20° X 2.11' X .128' MULLION. 2) SEE TABLES 1B -10B FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. 3) THE 2X6 CUP IS NOT SUITABLE FOR THIS APPLICATION. L1 EXTERIOR DETAIL G. ANGLE MULLION CLIP (ANGLE CLIP) DETAIL H: BAY MULLION INSTALLATION (ANGLE CLIP) --pTYP. ANCHOR / SUBSTRATE, SEE TABLES 12B OR US �EXTERIOR V' PRODUCE RBV136D 06 CM FIorms �� cg �w11681e Dunwrowoon,sTHE6 ALUM, CMU OR MASONRY BOOBU Aom pu�bb D� DISTANCE PER AN b= R11111f1 NOTES FOR INSTALLATION OPTION G & H L J 1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION. " * : NO.58705 2) DETAIL G: SEE TABLES 1&118 FOR ANCHOR QUANTITIES AND SHEETS 180 FOR HOLE LOCATIONS. _ 3) DETAIL H: SEE TABLES 128 OR 138 FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR ��� _OL ()ATE HOLE LOCATIONS. � •., F7.OR1'D .,*. q.... N.. ' a LYNIJ �JIIS �ER, P.E. FL P.E.# 68705 ITABLE 1A • 722 isY 63i • 781n 18.8 18.7 • • •� M 17.8 11! �.! TARIFIR •••• Mm WIn 7014 ArrohorCaMfty 8010 on in loom 120 In 1401n 8 Arml wTIW At•ImrC8pPa8erls iMIn W Eao Ultmoon mcone I Wilywoo ,,'am Rim• T21clie a. FEZ= 114' 1809 t06ewn TM#Tamro. aluctmroift T oulam rare• 1° I -we .mar Tom. 3117 r Rim Treware• Reftwar vqnftiv. r 1-147 Ratarauar TMWT"O r r TM01270 1x2x.126 LaenB 'ire Loft I Ioadt Loaft Lwft I MR. Laef 1844lee LaaAnB Loaft 200 1109 Lwam Lo•000 468609 Loom Loaft 009 Laft Waft I me Loofm Loaft 480 @3 loom WA WA WA WA 388 me WA WA WA WA WA 682 me 00 In 1120Ie3 4 Arteh3. ®s7 Mln. O.C. / (� 278 Angle I (R8. U 7608. Mn. Mme taw m3 IM Me :•••• H&I WA MOM 680 m3 238411. 86211. 640 III III WA WA WAWA WA WA WA WA WA • 722 isY 63i • 781n 18.8 18.7 • • •� M 17.8 11! �.! TARIFIR •••• NOTE; FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. W .nwRYArIIYIli / VDiwcfv1 rwnnuuF (� ) X CAP. t ICHOR � -ANCHOR CAP.— MULLION CAP.,,®, USE THIS FORMULA TO OBTAIN T}E 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. laf FIGURE 1:IGURE 2: TABLE NOTES: PRODUCC RBV186D • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING, as comps) iugvlithtHO Florida 0 SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. -y 1.000" *A*-�oq—��N402) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-2Q pmdud ALL MULLION CLIP$ MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN 2.000° THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.70. ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES- CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED 125° tj. Q.FP,��ii FIGURE 4: FIGURE 5 FIGURE 8 CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-80. WOOD SHALL BE PRESSURE TREATED` ,• k YELLOW SOUTHERN PINE WITH AN SG OF 0.66. ALUMINUM SHALL BE 6D83 -TS AND BE A MINIMUM OF.126' 1 ® 5$705 THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.04r THICK GAUGE). STRUCTURAL STEEL TO BE AT 1° X 2' X .126° MULLION • • THE MATERIAL. LEAST.12V��CK AND 038. ALL ANCHORS INTO METAL SHALL LL EXTENN D AT LEAST 9 SCREW THREADS BEYOND — r a I) A. LYII fdILS EtR P.E. FL P.E.# 88705 ArrohorCaMfty Table PS) 8 Arml wTIW At•ImrC8pPa8erls Wit concido 9118' WOD W a0m W Eao Ultmoon mcone I Wilywoo ,,'am 3118° Emo tmr000n FEZ= 114' 1809 t06ewn Fined COMM PTWooal Mato) 14° 88 Elco 8110° Eton 1M7 SS EWo 070 steal 017 Steel 612 Steal AMleSeter Ul=m Agg.aemt SOW (GR BMW Pill SorSm(S8) Edge Maw" Mk Embe mm0 00 r 1.%4• 2.1r I- WO 1° I -we 2-vr 1.1%4" 3117 r 1" 1.1!47 2-im 1.14' 1• 1.174° 2.1r 1.114° r 1-147 3187 1-174° r r 0.4r 144 0.84° 1.317 0.321° (See naffs 4) 2 ASatmxv 6 L?''W .a I Simoletd WOMM Mp M 1 =am MU, MR. M0 ms 1844lee 2701159 200 1109 364 Ho 740 On 468609 884 25 11a21109 009 420 feeBM me 4 Almhge ®1.18,:.0 0 r. / afendmd (woOeN) Q �: 480 @3 7008. WA WA WA WA 388 me WA WA WA WA WA 682 me 00 In 1120Ie3 4 Arteh3. ®s7 Mln. O.C. / (� 278 Angle I (R8. U 7608. Mn. Mme taw m3 IM Me 8401109 BM [be WA MOM 680 m3 238411. 86211. 640 1120 we 2 And= 0 0.487 Mel, as I LLCOp. Imo 717 Atom. (Ftg. 4k WA WA WAWA WA WA WA WA WA —man WA . WA WA WA WA 718 m3 1 At.hw l F-Cgp (Flo, 8r 168 me 1881109 2Z5Ib 446 me 622 ma 186 m3 mum 177 W 3700. 234143 332lb3 M1 me 163 u09 210 Me 28D 23 2Amho18 a,�1.1r k11n.O.al F•CAp 8): 240 me 389 me I WA WA I WA I MA looms I WA WA I WA I WA I WA I 32811. I 42002 I BM Its NOTE; FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. W .nwRYArIIYIli / VDiwcfv1 rwnnuuF (� ) X CAP. t ICHOR � -ANCHOR CAP.— MULLION CAP.,,®, USE THIS FORMULA TO OBTAIN T}E 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. laf FIGURE 1:IGURE 2: TABLE NOTES: PRODUCC RBV186D • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING, as comps) iugvlithtHO Florida 0 SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. -y 1.000" *A*-�oq—��N402) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-2Q pmdud ALL MULLION CLIP$ MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN 2.000° THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.70. ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES- CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED 125° tj. Q.FP,��ii FIGURE 4: FIGURE 5 FIGURE 8 CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-80. WOOD SHALL BE PRESSURE TREATED` ,• k YELLOW SOUTHERN PINE WITH AN SG OF 0.66. ALUMINUM SHALL BE 6D83 -TS AND BE A MINIMUM OF.126' 1 ® 5$705 THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.04r THICK GAUGE). STRUCTURAL STEEL TO BE AT 1° X 2' X .126° MULLION • • THE MATERIAL. LEAST.12V��CK AND 038. ALL ANCHORS INTO METAL SHALL LL EXTENN D AT LEAST 9 SCREW THREADS BEYOND — r a I) A. LYII fdILS EtR P.E. FL P.E.# 88705 TABLE 2A (_ 80 t I sola I 70 in I Bola 1 sola -- II twin 1 12010 1 140la I 1w in a • I TART r- 7R ra Lmmng I LOBOS 11 Lmft I Loemng I LOVARS I L—ft 11 LWAV I tm" I LOBOS I LOBOS I LOBOS I LOBOUS 11 LOBOS I LOeding 11 LOBOS I Looft Wk Concrete Uk Cow. I SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. I` Hollowcw FNBOemu PT mom AtxtrorCupPeHamB ArW=7ypa: SIT Elan Lftam V4- E100 Lmomm I —, r.. rain , n. —'— aa•,r, W= r KC CAMs AN%,MVK YA4 1 rM ANU PJWr0JK VALUI-ti RU I M tOIANUFUW (:LIP. P_)XMULLIONCAP.:„:„)'ANCHOR CAP.— USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED° CORRESPONDtNO 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. Ix FIGURE 1: FIGURE 2:TABLE NOTES: Arlahor Capacily Table Ps) • ulwft code NO ) 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING.Amxl+ImxO "i 1.0wBy Wk Concrete Uk Cow. I SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. I` Hollowcw FNBOemu PT mom AtxtrorCupPeHamB ArW=7ypa: SIT Elan Lftam V4- E100 Lmomm BHS Elco Wreoon Sm,Elco Lamm V4• Elm Utmom V4' e8 Elan 8/18° mm V4• SS Eton 910 81601 Aggo6vor Utmm Agpre00W Smew(L18) 612 Steel 0'12 Wed 8Omw((4S 80Ww(Gb) Etre DW— ft r 2-1W r 2.1/7 3•VS r 2-Vr r 2-tw r B -1w r a" 0.84- CAW Embedmmd en): I -TO 1314` I -W 1 -SC r 1-11'r 1-V41 1-114` 1.1w 1.1w 1-114- r 1.3M° 1.w (ete rwte 4) 2 Anthme 4.76• IL O.C. I Mamlad m 0%el Clip ft It 320 U* mas 4Ibt w "oft 1644 Wm 270 wt 280 354 lbs 74016e 4eB n 041bt 118200 516 Pot 420 W. 880 am 4 Arlchme @ IAF Can. O.C. / 8landmd (m Offen) C (FIB. # 4w Ms 7W lbs WA WA WA WA 380 Ibt WA WA WA WA WA 882 WB 8401bs 112D the 4Amhwe@rhM. aC.l (2)vw Ar81e CUP /(Rg. 4 760lbs 73094 Mlbs IND m8 1886The 640@t WMa WA 780 lbs 838lbs BW Wo 2384®8 862Wes mom 1120we 2 Alwhmt (S 0.48° O.C. / l!{Ap, lato VB•Aium. (Rg, 4 WA WA WA WA WA WA WA WA WA WA WA WA WA 719161 1 Andwr/ F4Wp (Fla Bg 188 wt 186 Wo 27888 A48 W,t 622. 136Ibt 1401be 177Ibe 870 rot 234IDt 392 881 we 183 W» 21011m 28D mt 2Ar"me 1.1w min. 0.0JF-Wp ek 240 D* 380@s WA WA WA WA 180Iba WA WA NJA I WA I WA I M5Ibt I 42D Ibe I a8D Bm I —, r.. rain , n. —'— aa•,r, W= r KC CAMs AN%,MVK YA4 1 rM ANU PJWr0JK VALUI-ti RU I M tOIANUFUW (:LIP. P_)XMULLIONCAP.:„:„)'ANCHOR CAP.— USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED° CORRESPONDtNO 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. Ix FIGURE 1: FIGURE 2:TABLE NOTES: 8camplying 'tin Flrida • ulwft code NO ) 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING.Amxl+ImxO "i 1.0wBy ' SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. I` 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3• 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. 2 000" uC �i� ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRUM IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. `����ZON.• •"" F, ANGLE CLIP MUST BE USED IN PAIRS.378° 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLEDL •' GENS i FIGURE 4 FIGURE 8: FIGURE 8 CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C -ID. WOOD SHALL BE PRESSURE -TREATED N0.68705 YELLOW SOUTHERN PINE WITH AN 8G OF 0.88. ALUMINUM SHALL 8E 0003-TSAND SEA MINIMUM OF .126' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046° THICK (18 GAUGE} STRUCTURAL STEEL TO BEAT LEASTTHICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1' X 2° X .378' MULLION = �c • THE MATERIAL O ..,FLORID? • ���� !�SS10NA4 ti •` A. L NIVMIL R P.E. 687DS f TABLE 3A I TART C AR 50 In -j 60 In 14-4 80 N 8o N 10010 In bi 14010 180 N 1 x 2.76 x amtenp,OarA • clang. RemmSoiw Twp/MnB. Remm>gWal Ttap/M.M. RealmB TiaW'0lml@• Reeten9Wm TrepJMmg R +@Ww TmplfdwM. Re4lmgdw T1ap/Dteng• RaelanOWsr T'ep/fdeN. 1 hepRdwlg. 376 Alam. Lo�og Load)a Lm" Loaning . L -ft' LmdNg L -An Loaft Loft Edge DWW=O): Lwmag Loaning 2•tir LmdNg LwdNg 2.11r Lmom L AV Loaft LomQn2 1- 2-1r r 9•'It3° r 846• o.e4• M32r Ewbadmm0 1514" 14W 1-w 11 h fill, r 11 h 1111 1.114" 1.114• 11 1-114' 144' r 1-w 1.070' (BM ib)te 4) ma 2And4.T8' n. t wet cap". NO 980 5re 450 ft 16441ba 2701bo 2801n 354 ma 748 tbo 488 Me 884 we 11 928lire 420 880 ft 4 Amlwlat)g 1.1V MN. QQ 1 WWdald (w 6Q)C0p (Fig. * 480 Na 700 Ont WA WA WA 980 Bre WA WA WA WA I TART C AR 1 NU IE: FUK THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. FIGURE 1 • FIGURE 2: F* O O • FIGURE 3: ANGLE CUP MUST BE USED IN PAIRS. FIGURE 4: FIGURE & FIGURE 6: 9 1111 01 EF 0 • TABLE NOTES: CDR—) X ( MULLION CAP. „, ,, I m 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 PROM THE ANCHOR CAPACITY TABLE. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANWOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.20. 4) SUBSTRATES: CONCRETE SHAD. CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-80. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SO OF OAS. ALUMINUM SHALL BE 808948 AND BE A MINIMUM OF .126' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .048' THICK (18 GAUGE} STRUCTURAL STEEL TO BE AT LEAST .126' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. A P L No. 58705 •�* i Ir STAN'oll /"1,**o/0NA1-'� `. A. LA W10", P.E. FL P.E.# 68706 lum14orCapaoft Table 09) Butretaae: 2.7k Conamte &6k Com. Hamm CMU FMad CMU PT and At1cFmTCIpPalterre AnohetType 91e• Elco l2treoon 114' Elw tl0rebm VW Elm t5amm 0710' Etm unmmn 114' Etm IMmm1 114• SS Elan 8718• Elco Ile 8a PCO Oto Steel 012 StW AWoWw t!lbaaon A22re6aiw Samo(tiig Swe,O(08) 612 Stmt Soren(48) Edge DWW=O): 1• 2•tir T 2.11r 3.118, 1. 2•1ff 1- 2-1r r 9•'It3° r 846• o.e4• M32r Ewbadmm0 1514" 14W 1-w 1514' r 1-1w 1.114" 1.114• 1-114° 1-114' 144' r 1-w 1.070' (BM ib)te 4) ma 2And4.T8' n. t wet cap". NO 980 5re 450 ft 16441ba 2701bo 2801n 354 ma 748 tbo 488 Me 884 we 11 928lire 420 880 ft 4 Amlwlat)g 1.1V MN. QQ 1 WWdald (w 6Q)C0p (Fig. * 480 Na 700 Ont WA WA WA 980 Bre WA WA WA WA WA mu 845168 112048 4Aml=Q O.Q1Mft5AtglBCApe I(Fi08): M938 Mon 880 ma 15011re 18888re 840M BBD4a WA 780 Gi 83848 80 Un 23841bs 6B24a 8401h 1120W 2Ambw8 0 0148. FOL QQ I W Mp, bdo 118° Ahm. (Fig,,* WA WA WA WA WA WA NA WA WA WA 447A WA Wa 71849 1Amkw/R4Mp(Flg. 188 12548 225 ma 445Ib8 eTd mn 138 ibe 140IIm 177 9708re 23448 3924e 8814= 189Ins 210 The 280 2 MM= 1.1®' Wh O.CJ F-Crp f. - 2405re 30iee WA NA WA WA 1gO me WA WA WA NA WA BZB Ore 4� Ibe N51ire 1 NU IE: FUK THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. FIGURE 1 • FIGURE 2: F* O O • FIGURE 3: ANGLE CUP MUST BE USED IN PAIRS. FIGURE 4: FIGURE & FIGURE 6: 9 1111 01 EF 0 • TABLE NOTES: CDR—) X ( MULLION CAP. „, ,, I m 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 PROM THE ANCHOR CAPACITY TABLE. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANWOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.20. 4) SUBSTRATES: CONCRETE SHAD. CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-80. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SO OF OAS. ALUMINUM SHALL BE 808948 AND BE A MINIMUM OF .126' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .048' THICK (18 GAUGE} STRUCTURAL STEEL TO BE AT LEAST .126' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. A P L No. 58705 •�* i Ir STAN'oll /"1,**o/0NA1-'� `. A. LA W10", P.E. FL P.E.# 68706 TABLE 4A Mullion capacity Tanta Opening Wb(th (formUc9 n nw11Io19) or Open0lg Height (for h08mrdfta*M"WemUng mlmore) 601n 60 In 70 in Win soIn 1006( 12D in Mtn 1W In .1 X 2.76 X Re°ter�dar Redengutar ThePRfi�. Redm9aler Tmprdery. ReotOmdm irepJTda�. R Trep/rdarp. 11e4:etSld9r T k teWldar TMORtem. Rim Tmp/nwm ftdm dm Tr�77Amp. _ Laamd Loaft L -ft Loaft L -ft L -ft Losft Losno L -ft Lam" L-100 L -ft L-Ang Lwft LO -III Lauft LoArg •�'�h FIGURE 6: fill, I h 11 fill, 1 1 1 a I I I I a I I a�I I I I a 9/18` EI4o Ut mm 114' Etc* UDtmm 118' ma lAirecon 3110• moo Ulm= v4° IBao u tt wl ,Igo 6`78° Ebo 1/4' 68 E190 010816d 28110 Mumon Ag000dm So074(Ft8 reOrm • Ed00 mew" 0* 1' 2.717 1' 2 -IW 3.176' • 421n 1740 820 170.0 4W 170.0 478 1740 888 170.0 808 1740 062 17&0 618 170.0 1110 1740 821 170.0 1240 170.0 821 170.0 1488 170A W1 18&7 I= 170.0 671 13&8 38x0 17&0 821 • to 1740 g8 740 •824 170. � 1740 884 1740 882 1740 830 17&0 1133 1740 �1 170.0 1178 170.0 8T/ 170.0 14fl 170.0 880 141.7 3417 1740 880 121.8 1417 1740 8� 10&3 9417 170.0 680 • &t 170.0 'f 1 . W3 1740 8W I70.0 831 1740 /0W 170.0 884 170.0 1185 170.0 725 1W,8 1238 1740 747 140.3 9288 170.0 7W 121.8 1288 1740 7W 104,8 1288 170.0 788 81.4 1286 170.0 786 0 6MIS 170.0 707• *0 8t2 I'Po.0 881 170.0 1116 170.0 784 VAT 1150 170.0 803 133.8 1130 7/40 W7 120.8 1130 1740 BBB 1048 1730 1740 am 66.1 1180 170.0 881 78.3 1130 T70A 881 00 80Iti 170.0 ikS 11 701 14&6 010 1118 781 12&8 018 1448 748 100.8 018 152.8 794 07.8 818 123.8 728 67.8 810 11&8 720 732 918 114.4 718 828 916 114.4 718 84.8 918 114.0 716 • �';4,• 161.8 890 81.9 710 128.6 1� 094 IMS 630 778.2 881 94.9 530 1122 870 04.4 839 104.6 882 78.8 560 DDA WB 888 Bm 01.8 849 84.1 WO 94.1 840 47A 11W 94.1 849 •� Win 1321 767 140.0 8W 101.7 8j0• � 170.0 1 898 848 8W 01.0 94.9 106.8 824 828 787 80.1 814 79.4 787 8&1 808 8&0 787 892 Btb B&0 787 7&0 W3 472 767 782 891 41.9 787 782 881 age f9� 781n 8&9 871 90.4 498 840 721 $7y 7&� 468 72, 8W 80.1 890 87.4 470 89.8 838 722 821 84.1 871 808 477 8&8 830 888 841 48.0 871 88.6 464 80.11 898 ffi.S � 424 BW 672 WD 3&3 898 88.3 497 4S2 871 49.6 488 9&0 871 47.0 481 �.9 871 44.8 447 $1.8 838 882 487 27.0 871 44.8 448 • • •8.19 80.0. 1 474 88.7 74 4W 87.1 642 82.1 4W 840 842 68.7 449 44.4 892 51.0 442 40.0 642 47.8 437 338 842 429 426 2&8 50 408 428 2&0 692 40.7 423 SIM MS 901n 821 407 dw S81 4&4 407 48.4 3W 372 407 $0.8 348 32,8 407 SU 549 28.8 407 321 398 28.0 407 W.8 994 213 407 2&1 S27 18.8 407 24.1 322 1&9 407 710 319 WA 96 In 429 3W 44.1 920 US 3W 872 314 50.7 3W 32.4 509 798 W8 28.8 304 238 SW 2d1 3W 218 SW 24.0 206 17.8 9W 21.0 2W 1d8 3W 102 264 WA WA 1W dr 30.1 28:4 3D.8 2W 28.1 263 16.9 251 21.5 263 22A 247 1&8 208 10.9 244 1t7 2W 1&0 240 1&1 2W 188 237 108 @e 2��be Nlln 27.8 287 2&3 248 28.1 287 2.8 238 %11 257 20.8 284 17.5 207 18.9 231 18.4 207 1&8 220 s70IDe 234I)B s92 ft ti0 bt 220 629 223 208 1&S 229 1&0 2W 1&7' 22B 182 276 80IbeWA TARLF 4R ,.v, c: - , nm vrrac r �Ur, we I = -Rmm ANWIUK MI I CKN ANU ANWiVK VALUER AST TME BTANVPoiL/ GLIF. UIKU9,EU VROMF-b ARE USED IN 1110 GIAMPLE UN t7KF2 1 L7. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP-) X ( ANCHOR CAP. ,m „ e ANCHOR CAP, `MULUON USE THIS FORMULA TO OBTAIN THEANCHOR CAPACITY REQUIRED° CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. PRODUCT FIGURE 1: FIGURE 3: • O RE 2: • • • • TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING.O SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDlOR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 1820. Artchor Capacity T" (819) ,....../(� ;FQ • •I • • F ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD = * aubat107e: FOLLOWING DIMENSIONS SHOWN ON SHEETS 182A 2.7k Comrele Z N0.58705 36`7 Cmm. I ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C•90. WOOD SHALL BE PRESSURE -TREATED moumcmu �r�` . �. •O ' FIGURE 4: FIGURE 6: FUW GNU PT W41ba Metal ArW30rCIpPe9em9 Ames 9/18` EI4o Ut mm 114' Etc* UDtmm 118' ma lAirecon 3110• moo Ulm= v4° IBao u tt wl Ira• as Elm AggreOdor 6`78° Ebo 1/4' 68 E190 010816d 28110 Mumon Ag000dm So074(Ft8 reOrm • Ed00 mew" 0* 1' 2.717 1' 2 -IW 3.176' 1• 2 -Ur T 2.vr r &1/6 r Mr FL P.E.# 65705 0" Embedmm8 01k 144 9484' 1.914` 14dA" r 1-114' t -IW 9-114' 1-v4' 1-V4' I.1/4'• r 1-6`0° 8 We 4) 2 ®a.79°Muu O. 1StmaW oro COp 1}: 8m ft W 00 164480 270@9 no Ole 3&70)9 740 408 lbs 604110 1152()s 3288• O O0 4 Aoohare ®1.96 Min. O.C.I StmWmd (Or 04m0 CDP (Fig. 4 430 ft 70000 WA WA WA WA mom WA WA WA WA WA 860Ibe120 80 4 Amm,e ®6 Min. O.C. f (2) 2t0Angle /(Fig. sk 7801)8 796166 - Wall Ismail I= ft 54oft 880IM WA 780 weft SIM MS 2884 00 056Im me2 Amimre ®448° fdbt 0.0. / UCOP, q0o UB'AWm. 096WA WA WA WA WA WA WA WA WA WA WA WA WA18601 AMWIF-MP(F1g. 8k tW Abe 108 @e 2��be 40800 $7t 00 138IW 140 a0 m@S s70IDe 234I)B s92 ft 801 Iti8S E0 80IbeWA WA WA 160 as WA WA WA WA WA 32816 6000 ,.v, c: - , nm vrrac r �Ur, we I = -Rmm ANWIUK MI I CKN ANU ANWiVK VALUER AST TME BTANVPoiL/ GLIF. UIKU9,EU VROMF-b ARE USED IN 1110 GIAMPLE UN t7KF2 1 L7. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP-) X ( ANCHOR CAP. ,m „ e ANCHOR CAP, `MULUON USE THIS FORMULA TO OBTAIN THEANCHOR CAPACITY REQUIRED° CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. PRODUCT FIGURE 1: FIGURE 3: • O RE 2: • • • • TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING.O SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDlOR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 1820. 1.000° f `- 2.780°'• w 1� yy1111111 / ,....../(� ;FQ • •I • • F ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD = * FOLLOWING DIMENSIONS SHOWN ON SHEETS 182A Z N0.58705 ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C•90. WOOD SHALL BE PRESSURE -TREATED �r�` . �. •O ' FIGURE 4: FIGURE 6: FIGURE 6: YELLOW SOUTHERN PINE WITH AN 80 OF 0.68. ALUMINUM SHALL BE 6083-T5 AND BE A MINIMUM OF .128' E01() ��0 t OF • THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .048° THICK (18 GAUGE} STRUCTURAL STEEL TO BE AT LEAST AW THICK AND A39. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND I' X 2.76° X .660° MULLION �� ' •.JPCOR40? .•�G\�� �//"?9i;�ONA� • • • THE MATERIAL. 1�.,.. A. LYNN MILL M P.E. FL P.E.# 65705 TABLE 6A Mnlilon Cepacyy Table Opening Width (iorvsdca4,spsnnIR ffAft m) or OpenbgHeight (tor horbwft y-spmft mtGons) 6055 6055 7055 win so In IwIn t oIn 140In iwN Reaenpt4ar T 1' x 3.128" x 0 • Tteplydm0. tasting Laurto mei Treprrdet8. Loutg La u ttg Tom• Loa tq L009" iffiWmft ledrdml9. Laimv Leaft Reaagaia T Latdtm Ladbg Rmt&tOWm TmldTtha9. Lwft Leaft Tr 4 Laurm Lw t9 Rsam60utm Ttep.RdlNg. LWAM L1-dbp II F31ed CMU Mew Anchor CUP Patterns Atroharypa 3I1rElmUmeaS1 1f4•EloelAteoat &18' Muc tlmeoal eHrEtaolOUsea U4°EboNlmoa 114.198 4340 VIV EW U4' S8 Eton Agata tutl+Mo1 At19e0a1w !, w 11 ill 1° 2118" V 4255 770.0 170.0 488 170.0 744 1I.1 478 170.0 888 770.0 US 170.0 092 170.0 810 1700 1118 170.0 821 170.0 1240 770.0 621 170.0 1488 170.0 821 170.0 1798 1740 821 184.4 18D2 17D.0 821 Ur 1700 824 1700 Batt► 170.0 sm 170.0 M 170.0 8W 170.0 1133 170.0 SW 170.0 1278 1700 677 � 7740 1417 170.0 630 167.7 1877 1700 960 136.1 1877 170.0 M 116.2 1877 170.0 600 00 N 170.0 70./ 47R0 868 170 0 091 1700 1048 VM8 884 1700 1196 170.0 723 1740 1348 170.0 747 170.0 14M 170.0 788 141.7 1486 770.0 755 121.5 1486 170.0 768 108.3 1488 170.0 780, • • P 170.0 7i7 NWk 1700 0 891 1700 1118 VMO 784 17MD 1278 1740 003 188.1 1401 1700. 837 14&8 MM 1700 860 124.8 1401 1700 WI 100:8 1401 170.0 884 98.4 1401 170.0 881 6048ro G 1740 1740 *04MO 797 1808 1188 170.0 818 73UT 1155 107.0 828 123.3 1160 IOU 917 111.0 1t55 1497 010 028 1168 144.6 603 7&3 1168 144.8 SM 89.4 1166 144.8 009 0 • 4M 170.0 00 1740 Mao 880 137.0 1040 188.6 880 17&8 1049 141.7 048 106.8 1049 1320 898 08.0 1009 1W9 820 7&0 1049 1193 80.0 88.8 1049 110.9 610 SSA 1048 1160 010 1120 One 60 18&8 @S6 1700 79&0 8� 181.3 801 1101 8S8 18&7 755 104.2 066 121.4 776 828 98B 1128 768 894 888 9084 787 8&8 055 89.8 74e 68.8 086 98.7 740 821 888 BB.7 740 780Ws *L� 12LO 107.0 868 114.9 602 01.8 808 101.1 970 80.5 803 91.2 868 71.4 803 89.9 848 64.2 803 78.8 642 8:4.8 603 722 SW 409 609 8&8 S28 401 803 B&7 827 WA TBN 108.2 7* 110.1 91. 810 78.0 70.1 88.1 008 Us 721 70.8 888 80.7 721 70.1 880 SCS M1 86.4 679 408 721 88.4 889 $0.0 721 88.8 554 34.1 721 MI 863 •a *Wig 101.0 8% 4 01M 699 84.2 41884 9A14 887 722 884 7&4 678 %1 884 70.4 655 88.1 884 84A 08 60.0 884 68.0 601 CGI 884 64.1 541 801 884 01.3 898 $19 884 60.8 S34 Sro wN 489 84.8 814 87.3 448 47.0 814 % 440 41.1 814 449 433 US 614 40.8 427 329 614 379 421 VA 614 89.0412 239 814 80.4 460 20.8 514 1 20.0 403 240 ms 9855 84.2 452 88.7 404 48.2 462 47.0 398 3&7 482 40.9 390 US 452 WA 884 90.1 462 929 978 27.1 482 30.9 973 228 468 208 US 190. 482 24,2 368 18.9 462 228 388 WA 15555 9&1w 3&B 822 31.7 387 327 317 27.2 367 28.4 312 239 367 28.2 368 21.1 987 71.7 903 1&0 9R W.8 788 989 881 10.0 293 13.8 967 102 28•/ .119 967 7&0 204 171 N 38.1 338 38.8 SM 20.2 336 W.1 301 25.0 338 20..1 298 21.9 S68 28.1 282 1&S 338 W.tl 17.8 9W 1&0 284 14.9 SW 1e.8 278 128 14.8 27S 719 .338 1&8 ?B0 12055 27.7 289 28.2 268 23.1 268 227 210 10.8 289 20.8 288 17.8 289 48.1 260. 18.4 255 109 249 13.9 '� 14.9 246 f1.8 288 728 240 &0 289 11.4 2W 8.7 289 10.4 282 .E bB my 1 c rvm t r c vrr3E 1 vt1r, u`JE 1 nc ,AMC ANUMUK PA I TERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1:GURE 2. • • • O O • FIGURE & ANGLE CUP MUST BE USED IN PAIRS. FIGURE 4: FIGURE & FIGURE 8: =ANCHOR CAP.,, USE THIS FORMULA TO OBTAIN THEANCHOR CAPACITY REQUIRED• CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 11.000°••1 TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL. INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 31 b• 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILI.ED%e%////A CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-80. WOOD SHALL BE PRESSURE -TREATED Anchor Capacity Table (0s) THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .048" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT 28' X .$°MULLION 1 • X 3.1W LEAST .125° THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (t• MULLION) THE MATERIAL. 2.7k Cm1Wa1e 3.5c Cato. I hvbwcmu F31ed CMU Mew Anchor CUP Patterns Atroharypa 3I1rElmUmeaS1 1f4•EloelAteoat &18' Muc tlmeoal eHrEtaolOUsea U4°EboNlmoa 114.198 4340 VIV EW U4' S8 Eton Agata tutl+Mo1 At19e0a1w 010 8ted 0128W 0126w barewm baewm smMIGS) EdOe Dmmm Q7t): 1° 2118" V 2.118' 3•Ifr 1° 2-U7 r 2.112' 7 8•iir 7 Ur a84 0.324° Bmiletlttrotd b3.W 1SIM 1-3.55° 14V4" 7 1-114' 1-il4" 1•tfq' 1 -UC 7-114• 1-1w 7 iJ18' 1.1W' (g55 hole a Amhm (04.78'Mm 0.01SWdmdCup 1t1 a mS 300018 o. 8W me 1 Ore 270tb6 260 On 554 Oro T40Oro 468 ms 6048ro 1102Oro 328 me We Wig 4AnohaesLtb° Mh0.C.18Wrdvud Cup(F..2r 4wmS 760lbs WA WA WA WA 860 ibe WA WA WA WA WA 802 me 840 Om 1120 One 4ARd=QS`WM O.0/(2)axBAngle C9pS ft37 7wms 7Wme ON as twaro 7w80m 840 W3 am tiro WA 780Ws me Fm am ft 2884 ms 882DM 80 rm 1120MB 3 Amhms g m4r Mit O.C. 11301-. boo 1� Ahart 844 4k WA WA WA WA WA WA WA WA WA WA WA NIA WA WA 1074 m1 1Attohal F.C9pftq 155 We 188 ms ate Om 408 me 822 ms 1WSro140 Sro 177 WS aro Sro 234We 992Ws Bel no 169m1 210. ms 0.W ere 2AROhM @ t.Ir Wh O.C.I F.Mp 1R& Bk 240 ms 955 WB WA WA . WA WA 160 We WA WA WA WA WA 32.8 me I OW to I 880 Vn my 1 c rvm t r c vrr3E 1 vt1r, u`JE 1 nc ,AMC ANUMUK PA I TERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1:GURE 2. • • • O O • FIGURE & ANGLE CUP MUST BE USED IN PAIRS. FIGURE 4: FIGURE & FIGURE 8: =ANCHOR CAP.,, USE THIS FORMULA TO OBTAIN THEANCHOR CAPACITY REQUIRED• CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 11.000°••1 TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL. INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 31 b• 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILI.ED%e%////A CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-80. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 8083-T5 AND BE A MINIMUM OF .126° THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .048" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT 28' X .$°MULLION 1 • X 3.1W LEAST .125° THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (t• MULLION) THE MATERIAL. v ��7711111/1� k . No. 58705 O STA • ,� !.LORIOP `rs,`S/OVAL1 A. NJIU�R, P.E. FL P.E.# 58705 TABLE 6A Mullion Capatily Table pall ) Opening Wwth (torlerBcalyapeDnlrC muMore) or Opening Helght (for horb9t1ta"panrdng -Aol6) 80In 60 in 701n 80 W 80 W 139 W 120 N me in ISO in F-0 TraWitimlg. Rmtertpuler. 7 2. Reatm•6dm TW WO Reag14m 7W#Td" Reale mww TreMdeng. Reoter•aim IWT&M aaWMWW Tra"WM ReotmgWer 7lep/rdm,9. 9 x 4 x .126 LoeArm Wall L�2 Lwlav Loaft Lamam Loedb• Loa ft L�2 Lmd6rg Loeair• Load" LOBdMg Lmdtry Loe+Ang lmdln8 LoedNO T®be � • �. V4°Ebro l24aca1 114• SS E.tao Y18 Eloo v4' SS Elco 010 SW 6128tea1 012 Steel AWaSalor UUmon AggteOetor 80rew(GB) 80W((48) SOM(OB) I-2.7/2' 1 1 2-tw 3.1/8 1' 2.1/r I- 2417 T mw T 0.48° D.W &324" 1-914• 1.314• 1241 tow r 1-114• 1-v4' 1414° 1-14' 11/4° 1-1/4' T I -w 1.'iiB' (BwnO4) 2 ro 4.71 MDL O.. / 679.1 or 2P 390 iI11 ilI 800 We 1844 We 270 280Ibe 364 Me 749 480 Wa 1182 4e 0M 170.0 820 170.0 436 170.0 744 17&0 478 170.0 888 170.0 808 17$0 on 170.0 Big 17&D 1118 170.0 12'1 17001-120 170.0 621 170.0 14M 17$0 821 1458 1489 17&0 821 127.6 1489 170.0 821 •• 170.0 624 17V Oft 170.0 684 170.0 862 170.0 080 170.0 1135 17&0 881 17&0 1278 170.0 Sri 16&3 1%3 170.0 680 130.3 1303 170.0 660 111.7 1308 170.0 080 97.7 1303 17MO 880 • • In 17&0 78A 4780 683 1 0 631 170.0 10481 170.0 884 170:0 1186 17&0 718 188.1 1296 17&0 747 14&8 1235 17&0 788 117.1 1238 17&0 788 10&4 1235 170.0 768 67.0 1238 170.0 780 • • AM 170.0 7w7 dwo 612 17&00 891 17&0 1118 170.0 760 154A 1186 170.0 803 137.2 1166 170.0 887 123.8 1198 170.0 889 1029 1108 170.0 881 882 1198 170.0 661 77.2 1188 170.0 661 3288We 6080 17&0 0 701 188. .0 797 142.11 1042 161.1 SU 12$1 1042 1467 815 111.2 100 138.8 801 100.0 1042 130.2 781 BSA 1042 12&1 782 71.8 1042 IMI 762 82.6 1042 126.1 762 • • 080 170.0 930 170.0 746 161. 8 Bib 12&8 092 140.4 789 1134 982 131.0 782 100.8 992 121A 786 0&7 982 114.8 758 78.8 882 10&4 745 84.8 8B2 10&0 744 8&T 1192 10&O 744 11491 60 106.4 847 1700 788 137.8 W 148.0 788 11&1 047 130.3 788 103.4 947 117.7 782 01.8 847 10.7 738 82.7 1147 1022 727 8&e 947 0&1 713 _1R.-1- 89.1 847 94.0 711 61.7 847 94.0 711 WA • 13&8 9 737 113W.8 722 07.0 849 10&9 708 64.9 848 89.4 809 78.8 049 087 BBB 67.9 60 827 076 5&8 80 7&3 689 4&8 848 72.6 862 428 80 72.4 651 WA 78 In 116.6 70 12&7 806 86.'0 02 828 782 90.0 640 722 782 80. 9 60 64.2 782 74.2 620 87.8 782 89.2 613 4&1 782 028 602 41.3 712 $9.9 07 8&1 782 99.4 W 2800m eipli 10&9 7% V110 834 46 89.0 0724 0 121 7$e 724 829 608 We 724 74.4 688 69.4 724 8&1 I 891 8&4 724 83.4 03 44.6 724 87.3 We We 724 84.3 807 3&4 724 53.8 US 480 Ibe W W 018 1. 483 8&0 50 W.7 474 49.7 03 82.9 498 43.8 80 47.1 488 S.8 843 0.6 402 34.8 84.9 $9.5 448 2&0 80 34.9 436 24.8 893 32.1 430 21.7 543 30.7 08 WA so In 87.3 476 88.8 427 47.6 478 49.7 418 40.8 478 43.2 412 38.9 478 38.8 408 319 478 34.8 400 26.7 478 $20 Me 219 478 21L1 398 20.6 478 2&8 380 17.9 478 242 378 10680 '4.3 877 41.1 341 339 377 34.6 336 n&a 377 30.0 390 28.2 377 2&9 9� 0-4 377 2A.0 821 �.1 377 2AD 877 1&8 977 19.0 310 94.4 S77 17.1 904 1111n 87.1 987 97.0 32.9 90.9 380 31.9 916 28.8 367 27.8 313 292 387 24.4 300 m.8 987 220 308 1&6 887 20.1 801 1$4 887 17.4 �4 I= In 29.3 308 28.8 279 24.5 S08 2&1 274 21.0 308 21.7 270 1&9 998 182 287 18.3 908 17.5 289 144 N 17.0 212 17.2 198 11 1 TABLE 6B NO 4E: FOR THE OFFSET CUP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1. FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 8: • G Anchor Cape98y Table (the) • C • • • C C • • • • F-0 •• 2.76 Cowete &88 cam I ROOM CMII FmCMU PTWOod Metal AnahorClIp Panama Arohm type: Edge Oletame" EmbadmeMBnk Ws' EW UlNamn 14°ENb UWaowt 811e, moo NDeoat 3118 tl�UItr40411 V4°Ebro l24aca1 114• SS E.tao Y18 Eloo v4' SS Elco 010 SW 6128tea1 012 Steel AWaSalor UUmon AggteOetor 80rew(GB) 80W((48) SOM(OB) I-2.7/2' 1 1 2-tw 3.1/8 1' 2.1/r I- 2417 T mw T 0.48° D.W &324" 1-914• 1.314• 1241 tow r 1-114• 1-v4' 1414° 1-14' 11/4° 1-1/4' T I -w 1.'iiB' (BwnO4) 2 ro 4.71 MDL O.. / 679.1 or 2P 390 980 480 800 We 1844 We 270 280Ibe 364 Me 749 480 Wa 1182 4e 420 SSD 4 AWM®2.2r Mire. 0.GJ StjnWCAp(FI9. 31 700Dm 700WB 5Mft 1410 We MMS WA mWe WA 030010 NIA 8110 lbs N/A 662 We 8400e 1120 We 8Apdme ®1.18 MNL 0.G I star•md cup ft 4k MOM 1400 WB IVA WA WA WA 760 Dos WA WA WA WA --WK- 1304 We 1680 0m AttgleC*(R9•Sx 7801be 788the 200We 17801m 3288We 890DW BBD are 706 We 1480Ib3 038roa 1328We ?.804 We eea We 840 We OAnoimlBMS'M6L O.G!(2)20 Ante CIIW (flg. ek 1170We 1170WB 102DD1e 23402844 WB810 Om 840165 WA 11491 14040re I=lbs 0• 8780w imalbs 4AnWmas ®0.48 MI& 0.C.! ll•CDp, WW 1!0'Alum (Fig. 7k WA WA WA WA WA WA N/A WA NIA WA WA WA WA WA g22M401ftb,42x8 2 Arw me @ 2.28 Wt O.C. ! F-ap (Flg. 960 on 8800• 200 We 705We 478 ft WA 2800m WA 318 Dm 0 We 440 WB 0 are 328 Ore 42D Ore 4 AnONo @ 1.Ir WA O.C. I F•CAp(R9•ek 480 Ibe 700 We WA WA WA WA 380We WA N!A WA WA WA 85201e $OHM NO 4E: FOR THE OFFSET CUP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1. FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 8: • G O p • C • • • C C • • • • F-0 •• • • FIGURE 6: FIGURE 6: FIGURE 7: ANGLE CLIP (FIGURES 68.8) MUST BE USED IN PAIRS, ANCHOR CAPACITY ADJUSTMENT FORMULA: (DR )X(ANCHORCAP.,,,a.)nANCHORCAP._ MULLION CAP., �„m, USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 18.20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI $01 SPECIFICATIONS. HOLLOW AND GROUT-FO.LED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.66. ALUMINUM SHALL BE 6063-T6 AND BE A MINIMUM OF.126' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .048' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .126' THICK AND Aft ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. as complyka with am Forme Ba)Id51g Colo Aaulptu��177 By ..11111!///.. ir• No•58705 G (oll jW� i OF Gl�: ������ '•. FLORtO� •'A�j�: A. LYNN iwlL'�ER, P.E. FL P.E.# SBTOS TABLE 7A MBleon C808M Table MeM eningWbith(forverdcalVapao7d11gn7n@orre)or eningHelght(forhoftntsy-spardltgmOol•) • ow • FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE S: FIGURE g: 70 in so in 9301 10010 120 in 140 In 18001 • Rectm Wm TMPVm78• fieotm6War T1•g/r1Um0• ltedrrien& TreprlHang. Reo0v0War Tregr4m7g. Re-WelBer T01p7Tde00• Reolen9War 7re0dTdm0. ReotmryWer Tm{VTdm10. ReO18r10Wm lhwTfaq. 7714.978 Loed160• awe" LoadO• L -An Lozom foomm"m, LoadOy WHOM L -Am Loedbre tom" L�10 Lomft Land" Loafte L� Lmft Load" vuluon MOO CMU I PT Wood Mete) AmhorCuppowm Anal- type •• • In 1 11 d 1 1 1111 a 102 1 1111 1 1 dY 18 1 1 •42In 170.0 1 O 436 • 170.0 7 70.0 478 170.0 593 170.0 BOB 170.0 882 170.0 618 770.0 1118 170.0 @7 770.0 1240 170.0 @7 770.0 1488 170.0 @'1 77&0 1758 174.0 @7 170.0 1883 170.0 Sit 17&0 624 770.• @0 17" 884 170.0 892 170.0 630 170.0 1193 170.0 Wl 17&0 1275 170.0 877 770.0 1417 170.0 680 17A0 1m 170.0 8H0 77&0 1883 170.0 @0 151.0 2@4 170.0 680 • 170.0 7 805 170.0 70.0 831 170.0 1048 170.0 869 170.0 1185 170.0 729 170.0 1946 170.0 747 17&0 1484 770.0 IN 170.0 1789 170.0 768 188.0 1818 170.0 788 19&8 1818 170.0 788 64 170.0 787 17&0 612 fl0.s %a t7*0 887 170.0 1110 170.0 784 170.0 1278 170.0 803 MO 1434 19&0 897 MO 1@4 170.0 358 IWO 9788 170.0 881 137.1 1788 170.0 881 120.0 1700 170.0 881 • si 1• 170.0 006 170.0 701 170.6 41 •760 797 17&0 1240 170.0ON 170.0 1417 170.0 844 170.0 1094 170.0 806 18&8 1810 170.0 1035 12&8 1818 170.0 1@S 111.0 1818 170.0 1083 07.2 1810 170.0 10&9 • 0310 170.0 0. 748 170. 11 .0 M 194.0 1300 170.0 840 170.0 1488 170.0 1018 105.7 1848 170.0 IWO 141.0 1842 170.0 1122 117.5 1842 193.0 1168 100.7 7644 107.8 1167 88.1 1642 107.8 1167 as In 170.0 074 170.0 no 170.0 1119 17.00 808 77&0 1384 170.0 1002 160.8 1472 170.0 ION 142.8 1472 16&8 1748 12$5 1472 16&6 1130 107.1 -1472 147.8 1108 81.8 1472 14&0 1104 80.3 1472 140.0 1104 731 m 170.0 7 878 170.0 7878 170.0 1008 180.8 1320 1862 7701 1520 1@0 1498 tOSL 117.3 1320 137.8 ON 10&8 1@0 1218 1049 6&0 1300 117.0 1024 76.4 1320 1128 7018 88.0 1570 112.6 7012 p 78 In 170.0 11a &II W7C144 100.4 1015 128.2 11a4 105.8 96 1122 1184 100.7 078 89.7 1184 116.3 004 Me 1184 107.8 8@ 74.8 1184 97.8 m 64.1 1184 811 927 66.1 1184 923 000 r -m9 7801 18&1 1124 770.0 987 4 147.0 NB 11&8 1174 128.8 047 90&8 9124 118.6 031 @.3 1124 105.8 876 B&0 1124 08.8 908 OU 1124 8&0 800 50.3 1124 Baa 861 51.8 1124 05.2 876 9007 10&1 844 111.6 750 94.3 738 77.2 844 .0 844 73.9 712 %1 844 60.8 7@ 84.0 844 81.4 ON 4&0 844 64.2 078 9&8 844 60.0 8N 59.8 844 47.7 602 9301 8&1 742 91.5 60 77.2 8@ 63.0 742 7 742 69.8 931 49.5 742 64.1 622 44.8 742 48.8 614 37.1 742 48.8 BOO 31.8 742 9&8 W 7/.8 742 37.6 554 108 N - 028 5m 83.8 NO 53.8 821 44.7 N8 1 586 41A NS 90.6 ON 37.3 488 31.3 as 942 4@ 217 BN 00.6 481 22.3 U8 218 472 1&6 NO 24.7 489 111 bt 87.8 800 05.8 6098 4&8 405 47.4 866 14W 8.0 9&0 @0 3'd.0 886 942 478 28.8 688 91.3 4B7 24.0 006 27.1 4H7 �.B 888 24.9 448 1&0 805 ffi4 442 19301 48.8 478 4&4 4336 $9.0 428 328 476 .8 478 20.8 414 25.$ 478 II&6 408 228 496 24.6 404 110 475 21.1 MS 18.5 478 18.7 W 14.S 476 17.2 ON 144 trt 28.4 330 2&7 3116 214 301 1&B MD 6 390 17.0 003 94041be 1924 07s N9807a TARLE 711 {HAP .. r Au° .mc171 rVs w - .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. 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 S: FIGURE g: Anctror Capacity Table ([be) • o o ° • o o • o • • • • • o • • • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 0 0 ° • o ° ° o • ° O • • • • • o • • • 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDKSR OPENING WIDTHS IS ALLOWABLE. FIGURE 6. FIGURE 8: FIGURE 7: • • • • 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. • • • • • ANGLE CLIP (FIGURES 6&8) MUST BE USED IN PAIN, 7 bso t8: 17k 13.0 Com "cum CMU MOO CMU I PT Wood Mete) AmhorCuppowm Anal- type 9118 mac UMrmm 114 mac 81IV moo UMrem7 3196 elco l0ramn 1H7°E�un awn 114°88 Elco MO' Elco 114.88 Moo 010 sw m 87e• 112 8te0 ��r S-W(t18) BaeWm satm 06) Edge Dm me gn 1• 812° 1' 2-1t2° 3•US 11 2-vr r 2.917' T 341S r 0.43• o.34° 0.sz4" EODBdmmd Mk 1.914"1.014"14W 1.014" 4014°r 1-114° 1-1f4• 1-Ifir 1-114' 1-114•1414" r 118• I4W (see rmt04) 27mh6rB (q1a O.G 11.9ar2}: MR. -MD. 405 Ore 1840148 27000. 28016s 354 D>e .7401133 .000878 8841be 11@Itq SNB Ora 493 680 4 AvOftm @ 22S rmL O.C. /st I -Ctlpftu mm 700108 61016s 1410 505 932Ibs WA 580lbs WA 630108 WA m ms WA 60 H73 640lbs 1120 tbs BArrolrote ®1.15 Min O.C. / Slmdod Wp ft 4Z 930 gm 1400 5® WA WA WA 700 •s WA WA N/A WA WA 1304 018 IMUS 2WO WS 4 And=@ 3° MO. WArde COpa ft 780®s 780Mrs I 393@8 I- Q* 5293 Drs 840110 05008 705@8 1480He ON M3 13MMS 23848.0 6525m 8401Me 112008 B Amhma(63'Min. 0.G/t2)2718 AtSle Clips ft gk 1110100 1970073 9@D Mrs 2340 tb3 2844143 810@8 840Ore WA 11400073 94041be 1924 07s N9807a 173 Ora 1760703 7880 M7a 4AOd= * 0.46 0001.0.0.1 U4MIp, 6001700 AOmt (Ftg. 7): WA WA WA WA WA WA - WA N!A WA NIC WA WA WA 1432 1b 2Amhore ® 226• MOL O.G / FCMp (f78. 6): m ms 36o IDs 280 ft 705 Mre 478 Un WA 280 Mrs WA 318 678 004 440 MO OHM 328Ibs 42o IDs MOM 4 AM3bM ID 1.15 Nk O.C. / F•011p (R& 4 480 8.0 780 9* WA WA I7fA WA 3SO ItS WA WA WA WA WA 662 me 840148 1180 347 {HAP .. r Au° .mc171 rVs w - .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. 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 S: FIGURE g: TABLE NOTES: • o o ° • o o • o • • • • • o • • • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 0 0 ° • o ° ° o • ° O • • • • • o • • • 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDKSR OPENING WIDTHS IS ALLOWABLE. FIGURE 6. FIGURE 8: FIGURE 7: • • • • 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. • • • • • ANGLE CLIP (FIGURES 6&8) MUST BE USED IN PAIN, 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL SE 6063-T6 AND BEA MINIMUM OF .126° THICK. STEEL STUDS TO 13E A MINIMUM GRADE 33 AND .048• THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.12r THICK AND A3& ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 136 NO -58706 Or L TE OF .• SS�ONAG A. LYNN�{fLr 7LER P.E. FL P.E.# 58705 TABLE SA some NuMon Ca Table 1 • Opening Width (IDr mrf 0y'Opar nhtg mumons) 0- Openl Height (tor hod2otlt4-epanNl 9 rrftft s) • Art4hor Capee ft Table (01s) min so In 90 In 100 in 12D to 1401n loin 1.28':x• TmWVM. SeolaMobu' TNpeTlang• BBOm11901ar TmWrdeD2. Neotel�gdm Treldrdsn9. a Tap/itlene• T" r a aeom�dar T1ap1'dan0. Reatmtgttter Tiap/TdsnO. Neaimtgutt0 7laplr11en9. Losd156• ow".0 Los46W Lmd11q Lambo L4een0 L-Im Lmt056 Loaft Loam" Loam Lw t0 LOWIT" Lwft Loadln9 Losdbt9 Lw t0 Lmom 41� i xwftm Tag fto SMB• Eton utlemn SN6 Elco uwamlt 1/4• Sko Mom 1W 86 HIM VII Elco 1W 68 No A56r40etor WOW A99re14eter 010 Stsd 012 Sted 012 StM SwearM Sme PM 8m 05) Edge ma- 0*2.112° V 2 -Ire 3.178' I. 2-U2' I- 244 r 3.1f8' r 0.48" 0.84' &324' fimbednmld 8n ASW ASW 139* r 1.114' 1.19* 1-168 1-1/4' 1-t9* 1.168 2' I -W ASB' (aes mts 2 Ammm ®4.78` M9n. O.C. 8 COP (F�.1300163 4 IL170.0 0.18 170.0 •7,V ,70.0 479 17&0 888 170.0 508 17&0 882 170.D 619 17&0 1118 17&0 621 170.0 1240 170.0 621 17&0 1408 170.0 521 � 17&0 1736 170.0 821 161.8 1789 17&0 821 48 in 170.0 108 170.0 820 170. 880 17f0 084 17&0 002 170.0 630 17&0 1133 170.0 001 MO 1276 170.0 877 174.0 1417 MO ON 104.8 1890 17&0 880 132.7 1&18 170.0 880 //&1 1840 V&O m W�-VQt 170.0 747 17&0 689 170.0 868 170.D 831 170.0 1098 170.0 W 170.0 1105 170.0 723 17&0 1396 170.0 747 187.0 14M 17&0 788 1392 1488 17&0 768 119.3 1468 170.0 768 104.4 1489 170.0 788 54 17&0 787 17&o 012 170. .O 891 17&0 1118 170.0 784 170.0 1276 .170.0 903 1WI IWO 170.0 887 14&0 1378 17&0 888 1223 1978 17&0 891 104.8 1378 170.0 561 81.7 1978 170.0 961 0 eam 170.0 998 170.0 701 170. ASA 787 IWO 1188 170.0 876 199.0 1168 167.4 039 12&6 1188 168.8 Ole 1112 1188 IWO 912 02.7 1198 144.8 856 7&4 1188 144.0 808 09.8 1156 144.8 008 • 8910 170A 17&0 746 I.. 1061 VO.0 680 1372 1061 168.9 668 120.1 1051 142.0 848 10&7 1051 192.8 887 68.1 1081 12&7 630 68.1 1081 119.8 ea 86.8 1051 119.1 821 80.0 1081 110.1 am 187.1 867 789 189. IOC6. 809 119.4 857 189.0 790 104A 987 121.8 777 02.8 987 112.8 787 83.8 987 168.8 768 89.8 887 10&0 780 68.7 887 98.6 748 822 867 88.9 748 72 W 129,7 394 168.2 808 107.3 684 118.2 084 SLO 804 101.3 971 60.4 804 01.4 800 71.6 904 84.1 080["4 804 78.8 849 009 72.3 889 4&0 800 8&9 629 68.2 804 99.8 628 7610 168.4 1 090 812 722 072 816 782 M2 80.3 898 0&4 722 78.7 - 898 80.8 722 70.3 809 772 6&6 600 M2 6&5 870 39.1 1'72 6&7 866 342 722 882 864MW 1012 886 IWO 600 04A 888 6&8 886 7&8 896 79.8 677 9&8 698 70.8 686 M2 626 84.6 690 886 &1.1888�843302886 WA 81.4 897 51.8 888 80.7 898 688 518 BBA 457 84.0 818 67.5 449 47.1 815 80.1 441 41.2 815 44.7 434 38.8 816 40.6 426 816 37.4 422 14&8 516 3&1 413 2&6 616 90.6 407 2DA 618 29.1 404 001n $4.3 453 86.8 404 48.3 456 47.1 367 38.8 483 41.0 391 3&0 488 3&4 868 302 403 33.0 3M 463 39.4 374 468 2&8 966 10.4 463 24.3 360 17.0 489 228 369 1081n 38.1 358 30.0 ffi9 31.6 368 329 318 27.2 388 2&4 313 2&e 389 26.2 688 21.2 988 227 394 366 20.8 300 3W 1&0 03 111 N 3&1 338 3&6 368 20.3 968 30.1 301 2&1 368 28.1 2O7 220 336 29.2 283 10.8 569 20.0 289 898 18.1 268 t209n 27.8 200 2&3 264 292 256 2&9 2=60 1&S 290 20.8 268 17A 290 182 289 18A 280 1&4 249 144 N 18.1 201 18A i 108 TABLE SS nv, c rvn t nc vrrola 1 vur, Uyt 1m]: r1AMC A[WKUR PAI 1 CRN AND ANCHOR VALUES AS THE STANDARD CLIP. FI RE 1: O O • FIGURE 3: 0 9 FIGURE 4: FIGURE 8: • 0 • • FIGURE 2' 0 • . 111 ANGLE • . CLIP MUST BE USED IN PAIRS. FIGURE 6: TABLE NOTES: .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 MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR. INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C -M. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.66. ALUMINUM SHALL BE W63 -T6 AND BE A MINIMUM OF .126' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND 048' THICK (1S GAUGE). STRUCTURAL STEEL TO BE AT LEAST .126" THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. IT IY ae a01nplyingtvabiho Ft9rtda B011d.IS Code Accept �No F44dncL .il111111///7, ��•t�U'•aGENSE•`4F'p N0.55705 -0... AO'•, ST TE 0 O ; N,, St�I L&IONA� A. LYNN , P. E. FL P.E.# 50705 Art4hor Capee ft Table (01s) awnaetx 278 CarArds &at Cone. man= CMU Fned CMU I PT Wood Met31 ArtclrorCUpPBRetre tAndml T pa:k8.31 m Ura 1f4" Elco UbW= SMB• Eton utlemn SN6 Elco uwamlt 1/4• Sko Mom 1W 86 HIM VII Elco 1W 68 No A56r40etor WOW A99re14eter 010 Stsd 012 Sted 012 StM SwearM Sme PM 8m 05) Edge ma- 0*2.112° V 2 -Ire 3.178' I. 2-U2' I- 244 r 3.1f8' r 0.48" 0.84' &324' fimbednmld 8n ASW ASW 139* r 1.114' 1.19* 1-168 1-1/4' 1-t9* 1.168 2' I -W ASB' (aes mts 2 Ammm ®4.78` M9n. O.C. 8 COP (F�.1300163 450 We 090 1844163 270109 280 Ws 384689 740 Ws 4681bs 084lb a 1182 @9 = W3 420lb3 mros WM O.C. f 3MKUM 01p 0;10.4 7009m WA WA WA WA 368 01 WA WA WA WA WA 082lbs 840Ws 1129683 4 Almh= (d r Mh Qa f p1296 An01e Clips DW 91: 700-m 860 Ws 1560 Ws 1888 W3 640 Op 56O W3 WA 780 683 OW Ws 880 We 2384 Ws 882 683 840 Ws 11YD � 4 Amhms ® 0.46• WL 0.0.1 UC6p, bdo 119' Moro.. ftq WA WA WA WA N/A I WA WA WA WAWA WA WA NIA WA 1432 683 1 Ambmf F-Cro (FIg, 6): 185 ft lob 8m 22826 446 We 622 Ws 1389re 149 Wa m Wa 370 on 23416s 832163 88183 188 683 2101.8 268 Ws 2 Atmhm3 1.18' Mn. O.C. I F.Clip (Ft0. W ym 2a 68 8Ws WA NDA IA WA 100 We WA WA WA I WA I WA 328 We 4201. WO Wa nv, c rvn t nc vrrola 1 vur, Uyt 1m]: r1AMC A[WKUR PAI 1 CRN AND ANCHOR VALUES AS THE STANDARD CLIP. FI RE 1: O O • FIGURE 3: 0 9 FIGURE 4: FIGURE 8: • 0 • • FIGURE 2' 0 • . 111 ANGLE • . CLIP MUST BE USED IN PAIRS. FIGURE 6: TABLE NOTES: .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 MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR. INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C -M. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.66. ALUMINUM SHALL BE W63 -T6 AND BE A MINIMUM OF .126' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND 048' THICK (1S GAUGE). STRUCTURAL STEEL TO BE AT LEAST .126" THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. IT IY ae a01nplyingtvabiho Ft9rtda B011d.IS Code Accept �No F44dncL .il111111///7, ��•t�U'•aGENSE•`4F'p N0.55705 -0... AO'•, ST TE 0 O ; N,, St�I L&IONA� A. LYNN , P. E. FL P.E.# 50705 TABLE 9A I Arrchor Capacity Table (Ore) '* b7ul lon C aPSOWTable PSM AwJwCUP Paderlla 27k 0WAaft &ak Cam I *000 Pad CMU PT mew Openhl8 Width (t0rve1tl0dY-V8mdng MUM) or OinnUke HetBhl (for hmlzonta4,spamhV mt0orm) Edga Mamm ft 1" 2.1/2` 1` oil I • • • • • 2.1Ir V 2 -IW r 70 to 8010 BO In 100 in 120 in 0.324 1401n Rmte�Oer TteyTitmr*, ISO In RBotmrBWm TieWt4mg. eeome a (O4.7B" Min. O.C. r amrldmd p ft 1 a 890 � u O a 11eltlRimrg 1 me timNtgtlt TApliae08• Reoien8uter TtaplTne�. neotm10u1m TiWdTdeny Rmfm•ut0r T�ep181ar4• Reote09dm Trapndm•. aealen8ala ThsplT�nB• 2%4%.28 Lmmng Lon111• 4208. Loed•g bemr* Loemng Loam,* Loading Laditla Lmdhg t.mmr• LoedlW LoeoNB LoemnB loemna 1424 e. LoOmng Laemng Loe4mg 100809 A oea Bs WA n WA 06206 =80 11204. 0 A0a1•s 1.71°MOL O.C. I Stmxlmd Cap g9 :2 4Amhme (Or MIR o.0./�2t6Argle Caps g't*. �: -.S SW as 7�4s De 7E88s e�4s 194603 186048 WA 1686 Os WA 7060. eeoa. WA WA 79003 7W6s WA 886@3 WA ee0e. g 876 Us 660.48 128018a e4o0. 1880 ms 6 AmTme ® 9" 841E UO / W 20ArV0 (aq. 1, , ek 1170 es 117048 1(1260s 2340 4s 2844 WS 81 640 ms WA 1140 as 1404 Ms 13206. 8646 WS 67640 1280 ma • A • •4t• noo 170.0 7W 1/01! ass 884 170. 170.0 o ale ft aN 170.0 ew rroo 686 1rao see Inc ata 170.0 9e2 170.0 690 1198 1rao 1116 1rao szt 170.0 tzao trao ez1 680 trao lava i az1 1700 Inc 1796 1rao 82t 1883 170.0 i•0 170.0 leas 1rao 621 170.0 2267 11'OA WA WA p WA 8 Amh*m® 0.94 Mht O.C.! U=p, Edo va' Alcon (Flg. 8$ 80.82`1, 170.0 74= 'IjF� 883 170.0 48� X0.0 6S7 170.0 170.0 861 170A 1048 170.0 844 170.0 1168 170.0 789 170.0 1278 170.0 677 170.0 ISO 170.0 747 170.0 1417 1780 170.0 1484 170.0 788 170.0 170.0 889 170.0 1783 170.0 789 770.0 1780 2082 170.0 7N 1780 2981 170.0 768 WA WA WA ,y WA as I TARI F RA CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. NIYV�IVM1 VIII -IAV„ � fWYVe11I1G1�1 �' (DP-) X ( . ," ., ANCHOR CAP� m ANCHOR CAP.- MULLION CAP. ,®�, USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT 15 LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: 2.000" 6PraLrotPmgal j • e o o• o e • • o o •• o o • TABLE NOTES: (l'1 111111/ / o e e o o e o O o 0 0 0 • o o • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR \\\\ �.( LY • M/(� 7ji GENERAL ON METHODS. i O o o • O o o O • e o • • o o • �`` ,,�0••�'\CE{,13F '• ��,Q 'iii FIGURE 6: FIGURE 6: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ' • • • • • • • • 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 18.20. ALL MULLION CLIPS MAY 4.000° = No. 58705 BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FEW FOLLOWING DIMENSIONS SHOWN ON • • SHEETS 18.20. (( 3 ° FIGURE 7: FIGURES: FIGURES: FIGURE 10: � 6lA ANGLE CUP 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT F0_LED CONCRETE BLOCK UNR i0.t\ '•. ,kLOR10P• �� o• •• a]-EH i .,,.(FIGURES 6&8) (CMU) SHALL CONFORM TO ASTM C•S0. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.66. ��MUST BE USED ALUMINUM SHALL BE 8063.76 AND BEA MINIMUM OF .126• THICK. STEEL STUDS TO BE A MIN WM1M GRADE 33 AND .048° THICK (18 r X 4" X 28" MUWON ',,9/,NAL �`IN PAIRS. GAUGE). STRUCTURAL STEEL TO BEAT LEAST.126" THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LFJIST 3 SCREW � /� ` THREADS BEYOND THE MATERIAL. A. LYNI�IIIIILLER P.E. FL P.E.# 68708 Arrchor Capacity Table (Ore) AwJwCUP Paderlla 27k 0WAaft &ak Cam I HgwCLW Pad CMU PT mew Amha Type: 3f1V Bao Ult = IN FIM uarmn ame, Elm 8118" Ebo U48mn 114, Ek*Uanmwn 11418 Boo 618' Efw IW SS EIC* 010 Sled #12 Steel 012 Steel UNaoa1 Awa LMmmn AggteW- S=W(GO 801ew(aS 6ans8(a0 Edga Mamm ft 1" 2.1/2` 1` 1 2.1f2' 3.118` 1". 2.1Ir V 2 -IW r 3•V8" r 0.4r IfW 0.324 mbKVM00.0$ 144 1 1 144 r I-Iw 1 -IFP 1.114" 1-114• 1-V4" 1-Iw r 1.918" 13w eeome a (O4.7B" Min. O.C. r amrldmd p ft 1 a 890 900 4W 4S Bao loo 1 me =119 3tM WS 7.0 a. 43 684 19 am 4208. me 4Arrohma®266°Min,A0.1Stm CWdCap6t* 740Ss 740 as 630813 1468 as 1424 e. WA 390 FA A oea Bs WA am Bs WA 06206 =80 11204. 0 A0a1•s 1.71°MOL O.C. I Stmxlmd Cap g9 :2 4Amhme (Or MIR o.0./�2t6Argle Caps g't*. �: -.S SW as 7�4s De 7E88s e�4s 194603 186048 WA 1686 Os WA 7060. eeoa. WA WA 79003 7W6s WA 886@3 WA ee0e. WA 29340. 876 Us 660.48 128018a e4o0. 1880 ms 6 AmTme ® 9" 841E UO / W 20ArV0 (aq. 1, , ek 1170 es 117048 1(1260s 2340 4s 2844 WS 81 640 ms WA 1140 as 1404 Ms 13206. 8646 WS 67640 1280 ma 3Awh= ®1.34° Min. 0.G 1 U.Cv, hdo wAmL (H*• 7}: WA WA WA WA WA WA WA WA WA WA WA WA WA WA 8 Amh*m® 0.94 Mht O.C.! U=p, Edo va' Alcon (Flg. 8$ WA WA WA WA WA WA WA WA WA WA WA WA WA WA as 2AmhW@2. a•Mhn0.0.lP p1911% 3708. 37o23 91640 749 as 7188. WA 2602. WA 34843 WA 440Ibe WA =4e 48048 66016. 3 Am1m�e (01.71" M6L O.C. / P•121P (F�.1 9864. 3900. 340 7W 43 848163 2708. 28048 WA 680 as 486 43 4401 1188 as 828 420 as BBD a. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. NIYV�IVM1 VIII -IAV„ � fWYVe11I1G1�1 �' (DP-) X ( . ," ., ANCHOR CAP� m ANCHOR CAP.- MULLION CAP. ,®�, USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT 15 LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: 2.000" 6PraLrotPmgal j • e o o• o e • • o o •• o o • TABLE NOTES: (l'1 111111/ / o e e o o e o O o 0 0 0 • o o • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR \\\\ �.( LY • M/(� 7ji GENERAL ON METHODS. i O o o • O o o O • e o • • o o • �`` ,,�0••�'\CE{,13F '• ��,Q 'iii FIGURE 6: FIGURE 6: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ' • • • • • • • • 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 18.20. ALL MULLION CLIPS MAY 4.000° = No. 58705 BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FEW FOLLOWING DIMENSIONS SHOWN ON • • SHEETS 18.20. (( 3 ° FIGURE 7: FIGURES: FIGURES: FIGURE 10: � 6lA ANGLE CUP 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT F0_LED CONCRETE BLOCK UNR i0.t\ '•. ,kLOR10P• �� o• •• a]-EH i .,,.(FIGURES 6&8) (CMU) SHALL CONFORM TO ASTM C•S0. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.66. ��MUST BE USED ALUMINUM SHALL BE 8063.76 AND BEA MINIMUM OF .126• THICK. STEEL STUDS TO BE A MIN WM1M GRADE 33 AND .048° THICK (18 r X 4" X 28" MUWON ',,9/,NAL �`IN PAIRS. GAUGE). STRUCTURAL STEEL TO BEAT LEAST.126" THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LFJIST 3 SCREW � /� ` THREADS BEYOND THE MATERIAL. A. LYNI�IIIIILLER P.E. FL P.E.# 68708 ITABLE r- 1 •1" . able 7016 MIn 90 In 1M In - 12D In 1111 • R uUf T18pif 7 4arq. Reole r Reatengulef T164NTbeng. Rafal utm Ueyfdalg. R Na TmpJi»eng. ReoterMBar Ti�/fifen 2x8x,4 LoaGrg Loeb LoadktA Loaft U Load( loaetnB Low Woe Loaft NwaTAbe I TART o 4nM 140 In i 1Mfn FIGURE 9: FIGURE 10: FlOURE 11: •• • oe • eo •• O os • o0 •• o ee • 00 ANGLE CLIP (FIGURES 6.7) MUST SE USED IN PAM. H%lnVR{r/VH141 I T I WIW .1' mvj.Y pp—)X / ANCHOR CAP.,,,„„) 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. IT WILL YIELD A MININIUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. NIA WA WA WA WA WA N/A 1492 ms as convi �(�$COdo WA WA NJA WA WA NIA WA 2886 ma I" -2.000'--•'I Aoo No Ara bar Capacity Table ) WA 69906 WA WA WA 88206 86006 112D 06 ,•t60^ Bg P7adttot t111111i!//7 TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON `�� �� •' �CENSF • LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 8.000" Substrata 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANWOR OPENING WIDTHS IS ALLOWABLE. 2.7k,00=618 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. 3.6k Com I ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED Koft CHU CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED ••Opp FCed CMU T Waob Metal Atldm7 C9p Pa08trre Arwhw Type: 3/18° El- Umeam 1/C Ebb Ulbeoon 0118• Eteo U2tte6en 371x' Ebo U lbawn 1/4• Mee U bmal U4° as Meo $Me- Elm 1/4.86 Mco gloated 0128teW 812 8tes1 AW88alor U lba0al Aggreaatm Sce (GM Sof (GO sommr 4G E6ga Dletatloe 0nB 1' 2 -IW 1' 244 3-118" 1• 2 -'Ur 1' 2 -'Ur r 3 -IW r 0.4r o94' 0.324• Embedvlmt(lo 1314• 144 1.314" I -w r /-1/4° 1-1/4• 1-1/4° 1-1N• 1.1/4• 1-U4" r 1.318' I" No nate 2 ARF=s @ 44. O.C.I OWWwd a.Iw4 390th 390 too 46D WS MMS 1844 fils 270%6 211 ths 334374 740 Wo 460 ft 886 am 923 420 lbs BM 4 Mob= ® 4.89• MN. O.C. / CUP (Fig. 4 780 We I m me 900Ibs 1780 M6 3084 lbs 64o 96 63D ore 703 � 1489 me 938 Ws 1106 UM �:7WIA� 832 840116 11� Ws 8 MOM ®1.71- Min. O.C. i Staltlatd Cap (FS. 4); 118006 1400 me 1010 me 2398 grS WA WA MGM. WA 1038 96 WA WA 1304 UN 1680 ms 2240me nohma (� S• Min. 0.6 / ('� et Arts Cp6x 780ms 7M66 830lb 1611g6 1898pre 840Ore 680ms WA 760 Ore Sums 880 g6 114 652 me 34006 11201be 8 AnoM6 Q 3• Na O.C. I M 2c6 Angle Cope El. ek IMMS S 1850ms 1380 me 312006 3702 g6 1080Ibe N2b IbS WA 18Zd 06 187206 1700 ma 4728 86 1306 me 1880 f� 22401b0 12 (a 1.6• Min. a0. / (ZM 2K8 arete ctye (FO.7j 1880 me 2100 me 1440 me 37801bs WA WA 1320 u6 NiA 1Mo me WA WA 1998 me � O6 ma 4 A17ohae a 1.37 Min. O.C. J p, 64018• ATmn. (FU 8k WA WA WA WA WA WA WA 8 Anehbre O.BC ban, 0.0.1 l6dlp, k0o 1B• Aktrn. (FI& ey WA WA WA WA eva WA WA 2 Anebas@ 4.M• MI6. O.Q I F-Mp(FG. 14 39006 390 ms 411 mS 890164 189206 2/066 28006 4 Artabas 1.79.396. OC./F.pip (Fig.1 890Ib8 711 I60 60606 1293Ibe WA WA 47006 FIGURE 9: FIGURE 10: FlOURE 11: •• • oe • eo •• O os • o0 •• o ee • 00 ANGLE CLIP (FIGURES 6.7) MUST SE USED IN PAM. H%lnVR{r/VH141 I T I WIW .1' mvj.Y pp—)X / ANCHOR CAP.,,,„„) 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. IT WILL YIELD A MININIUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. NIA WA WA WA WA WA N/A 1492 ms as convi �(�$COdo WA WA NJA WA WA NIA WA 2886 ma I" -2.000'--•'I Aoo No 994 me 740 ma 48886 8ffi me 1182 ma 928 me 420Ibe 69006 WA 69906 WA WA WA 88206 86006 112D 06 ,•t60^ Bg P7adttot t111111i!//7 TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON `�� �� •' �CENSF • LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 8.000" , . 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANWOR OPENING WIDTHS IS ALLOWABLE. - 6T : No. 58705 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. _ ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.20.VIA 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS, HOLLOW AND GROUT -FB LEDI00%. <l!: CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED ••Opp YELLOW SOUTHERN PINE WITH AN SG OF 0.68. ALUMINUM SHALL BE 9083 -TB AND BE A MINIMUM OF .125' i� �` ' •..... THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND .046° THICK (18 GAUGE} STRUCTURAL STEEL TO /iJsS/Q�A�' BEAT LEAST .126° THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW Y X 6' X 28• A. LYNN IYIILLER, P.E. THREADS BEYOND THE MATERIALMULLION FL P.E.# W705 TABLE IIA • ••••• Rea 128'X211• 1�.1RW'M18m •1'gbe 111.11 • 142in 63 to 427 69 in 67.2 4104 *all 21LS 78 1" 11AA 781, 226 TART F 41R 170 to 1 140 In II ISO In Lomlka W M III In Laaft2 I I III 9a In ' Arxhe7 CUP PeBems I 100 in 27k Cmtmefe I 9.611 Cam. I Tw/IHm18. Reotem- T Atmh.T7pa RwWnwaTmp/fdaelg. Reatanowa Tkwdmg. Rtmtm12t48t' Trepin" Real r &118• r a46• a8.9• Lomlir® I laa�ng Loading Embedment ): LamMg Losmng Loaft Loemn9 1.U4• 1-v4- r 1-W 14V LON" L - ft La 1 1 640 830 WA 78O6te 99616. Iba 2984 882IOe 8901Im 1 170 to 1 140 In II ISO In Lomlka Lat m I Loa9tg I Laaft2 I Loem,g ' Arxhe7 CUP PeBems 8ub*%lo: 27k Cmtmefe I 9.611 Cam. I 4RGMOK%;APAUITTAwuwuMEm1 PUMMULA: (DP—) X UL ( ANCHOR CAP.,®,m =ANCHOR CAP., , MLION CAP. ,a. USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED"CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 19Y TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. PRODISCT RHt11SBD SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. �`1 ,s aomptying wdD O� NtotW3 7� B011di,g C.oAa FIGURE 1: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. I ADaft cc4P 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 18.20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN 2.115' By tt 396 ) THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.20. ANGLE CLIP MUST BE USED IN PAIRS. .125' 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED �� ( L CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C -W. WOOD SHALL BE PRESSURE -TREATED T �` 2ON �CENS .. YELLOW SOUTHERN PINE WITH AN SG OF 0.86. ALUMINUM SHALL BE 5053-T6 AND BE A MINIMUM OF .12V THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT 12V X 2.11^ X.126° MULLION Q ' LEAST .125` THICK AND ASS. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FM MULLION) * No. 58705 THE MATERIAL. =-01.13 o a Q 61A EF � �40, A. LYNN MPI:L.R, P.E. FL P.E.# 68705 Ancbar Cqmlty Table Me) ' Arxhe7 CUP PeBems 8ub*%lo: 27k Cmtmefe I 9.611 Cam. I HOUMOM FHW CNN FTNfootl Mew Atmh.T7pa 8716^ Elan Ut=m 174• Eioo I7UMM 8'98' Elco 3118' 0001 1 114• Etco Ndaeon l7ao BMB` Emo 114.89 Mw 010 mw 817 alem 012 ate• Ne=on A99n Nttaaon Aggreaatat Saaw(GI) Saaar(OB) Borew (06) Edge Nemnee In, r 2-117` 1" 2 -gr at78° f' 2-t7r r &1/7• r &118• r a46• a8.9• 0.32x• Embedment ): 1.314' 1.394^ 1.314• 1 V4" r 1-va• 1-114" 1-174• 1.174' 1.U4• 1-v4- r 1-W 14V ttota4) 4 Min. O. / 7x8 AngieC (Flp.t 780 me 786 ros Iba 1 1 640 830 WA 78O6te 99616. Iba 2984 882IOe 8901Im 1 4RGMOK%;APAUITTAwuwuMEm1 PUMMULA: (DP—) X UL ( ANCHOR CAP.,®,m =ANCHOR CAP., , MLION CAP. ,a. USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED"CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 19Y TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. PRODISCT RHt11SBD SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. �`1 ,s aomptying wdD O� NtotW3 7� B011di,g C.oAa FIGURE 1: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. I ADaft cc4P 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 18.20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN 2.115' By tt 396 ) THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.20. ANGLE CLIP MUST BE USED IN PAIRS. .125' 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED �� ( L CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C -W. WOOD SHALL BE PRESSURE -TREATED T �` 2ON �CENS .. YELLOW SOUTHERN PINE WITH AN SG OF 0.86. ALUMINUM SHALL BE 5053-T6 AND BE A MINIMUM OF .12V THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT 12V X 2.11^ X.126° MULLION Q ' LEAST .125` THICK AND ASS. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FM MULLION) * No. 58705 THE MATERIAL. =-01.13 o a Q 61A EF � �40, A. LYNN MPI:L.R, P.E. FL P.E.# 68705 TABLE • Opening Width (for val o* -spa Mng nn O—) or Opettlng He18M ((or hmimniall"patua9 tnuNom) 00 •0070In win go in 1001n 12DIn 14061 18061 • Redmoftr TmpVWnB• R Idet Reamlglder 7teplidellg. Reatwoft Thep/ fW% Reatwoft TmOntwo. R TteldiYtallg. s tar 71ep181eg. Radmular 1Ya{dideryp Reotmguiei wdong. •3300 • •� t mrm t. Lwft mune waft tomm�2 lam LWAM Lama 7903800. Lana Looft �4ymLL 11111111 11 fill I 11 h 11 h III I 1 11 11 h fill, fill, 11 11 I I %TARI P 490 FIGURE 1: FIGURE 2: FIGURE 3: ANGLE CUP (FIGURES 1-3) MUST BE USED N PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WMHSIS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 1S 20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLER CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-80. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PONE WITH AN SG OF 0.85. ALUMINUM SHALL BE 5083 -TS AND BE A MNOAUM OF.128` THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .048° THICK (18 GAUGE} STRUCTURAL STEEL TO BE AT LEAST .128" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL P unVR4 AulITN voIwICIYINRRW— (D _) X ( ANCHOR CAP. m�„� -ANCHOR CAP.„, MULLION CAP. ,mm USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUALPRESSURE 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. isx W Iv16 PmdddCMM[j 11111 III ti/Ir xr 3.280° No. 58705 (1y/sr'.k_ 30"BAY STATE p ; •��(/� MULLIONJ �i'O� •• ,PLORIOP G•�� S/QNAX- 1 •� A. LYNN MILLER P.E. FL P.E.# 58705 Alrohor Capacity Table (Oro) 2.10. corders 3.8k Cam. mdwcmu FWW CMU PTwood New AtrctwrCUPPalterm Andw TSee 3x18' Moo I0U� 174° Elm Imam kilt Eko In6aoon 3718- Elm UtT M Iw Elm tollmn x4" SS Hiw rdlr Elco AWaSAW Uitrewe 1r4" SS Mw 010 Steal 812 Sleet A#2reaatm Som(CM1 Somwn #12 Stet Sorewi" Edge Dlelewe (hi: P I&1PY 1" 2-11C 3.1/8° r 2.1/r 1.E " 2•xr r 3+118" r 0.48' 0.64" 0.324' Embedmaat An 1374° 1314' 13/4• I -w r 1•x4° 1.114' 1-W 1 -we 1-b4' 1-1/4" r 1378` 1.318' (see note 4) 2And ®81 Wm O../M2ffi cape .I): 38p 39Otbs 450838 @9 1700 270!60 280038 384169 745 um 48811• 50 Rana we 428 W0 Ib0 4Awhda 3.8"4161.O.C./(2)-Angie CODs(Fig.K 780nm No MFJS 1870160 on 8401. ISO. WA 11201bs 830038 NOibe 2184038 852 On 3401 11'�N0 8AtlohdS®2.71`IA61.O.C.!(2)208Atple {Fig. 3): 1120038 1120380 858038 22481b0 2254038 WA 840!60 WA IINWIS WA 1320169 WA #78038 12501138 1880 WS FIGURE 1: FIGURE 2: FIGURE 3: ANGLE CUP (FIGURES 1-3) MUST BE USED N PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WMHSIS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 1S 20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLER CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-80. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PONE WITH AN SG OF 0.85. ALUMINUM SHALL BE 5083 -TS AND BE A MNOAUM OF.128` THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .048° THICK (18 GAUGE} STRUCTURAL STEEL TO BE AT LEAST .128" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL P unVR4 AulITN voIwICIYINRRW— (D _) X ( ANCHOR CAP. m�„� -ANCHOR CAP.„, MULLION CAP. ,mm USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUALPRESSURE 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. isx W Iv16 PmdddCMM[j 11111 III ti/Ir xr 3.280° No. 58705 (1y/sr'.k_ 30"BAY STATE p ; •��(/� MULLIONJ �i'O� •• ,PLORIOP G•�� S/QNAX- 1 •� A. LYNN MILLER P.E. FL P.E.# 58705 TABLE13A - MuMan Capaft Table • Openbtg Width (rorve109a*spamdrlg mu®orls) or Opening Height (for hor1zo1116Q amradllg naorls) •oil In • • W N • 7010 W In 90 to 100 in 120In 140 41 ISO In • T rteetmtgulm TmWTtene. TfwTfto RWWMu t TmpWmrg. Reotattgatm TO WTtmtO. R4otel�niet i WFft- Reaferguter TreWTAmg. RedwVuler Tt . • tuw LOntllnB La�1n�{O• LwONg La�nO Laeov Loaft lwft LaOdn�{}0• L Leaft t• Lae•,nQpB• Loaft lomft :s • � g@ Edge IXatanea (Mk g gfill, � h � h }B�•Loa g fill, h 3•t18' �•MULL r 2-Wr U� 8•UB° r 040' 0.84° 0,3W O 14W° i -9)M 144 1.074• r t-114• 1.114' 1-114' 1-U4• 7 -Ila• 1-uc r 1 -SB• 1578' (eea torte 2 @ O.C. 1(2) NO 1 390Iba 990 4W 1700 0e IOS Tao • •4gl• 170.0 629 190• 498 17&0 " 0 478 170.0 e69 17&0 SM 17&0 M 170.0 818 170.0 1118 170.0 821 170.0 1240 17&0 821 170.0 1400 170.0 821 17&0 1798 17x0 621 100.3 1071 17&0 821 las lbs 48 170.0 wo 824 170.0 400 i&0 884 17&0 W2 1710 SW 77xO 1151 170± ON 170.0 1270 1710 877 880 17&0 1417[.4 10&'/ 1897 170.0 680 140.3 IM 170.0 890 1228 1S9 IMD 880 0 f -tft 170.0 747 170.0 683 170. VV 631 1710 1040 17&0 604 1710 1188 170.0 72S 1710 1808 17&0 747 1710 1491 788 147.1 1682 17&0 786 1211 ISM 170.0 758 110.4 1882 1710 768 1680 Ibe 841n 170.0 707 1710 612 1710 8� 0 8B4 1710 1118 170.0 784 1710 12M IMO 009 17&0 1494 170.0 897 1862 1486 888 120.3 1415 17&0 681 11&0 1455 17&0 ON 07.0 14M 170.0 am N17&O � 1� 701 170.0 1083 170.0 707 17&0 124D 170.0 879 167.1 1300 17&0 044 13&7 1908 17&0 898 12.7 1SW 994 100.8 13M 187.1 082 6&8 1908 187.1 882 7&0 13mm 187.1 882B3In 1710 17&0 748 17& 11� 17� 8W 1620 7247 170A 8W 1428 7TA7 184.6 889 12&7 1207 182.0 8� 114.0 1247 882 B&0 1247 1982 038 81.4 12N 13&T 610 71.9 1247 1�.7B38•Bi6• 17&0 gj} 19,5 788 970.0 *IW 1 9IX1 14$4 1180 1e37 868 128.6 119D 147± 048 11&4 11� 1909 928 703.6 1780 814 88.8 11W 118,8 898 74.2 11W 11&7 883 849 1190 1711 W3n1m 161.6 1 81'•P 877 134.7 1010 144.8 BW 11&4 1010 1275 042 101.0 1010 1147 020 89.8 7010 1C&6 017 80.8 Iola . 807 87.9 1010 We 788 87.7 1010 07.8 790 818 1010 87.7 789 78M 197.4 900 149.8 702 1148 900 1220 776 8&1 908 107.1 781 8&0 906 80.8 748 7&3 800 8&2 798 8&7 808 82S 7A 87.3 BOB 74.7 718 4&1 809 71.2 710 429 008 7&8 708 78 in 171.1 881 192± 784 10&9 881 1120 798 00.8 861 M.8 728 78.4 081 089 719 70.8 881 81.0 703 03.8 8B9 7&4 W4 89.0 W1 611 W1 4&4 ON 04.0 670 9&7 ON 89.7 072 90 in 627 848 e8.4 874 68.8 646 721 684 Sat 848 620 684 61.7 80 88.1 50 410 648 W.0 037 41A 848 47.0 WO 34.8 009 41.8 S18 AS 848 382 811 216 840 99.8 W7 so In 882 888 711 008 80.8 ON W.1 499 4&7 888 81.4 401 428 NO 48.8 469 37± 068 41.4 478 30.1 M 311 470 284 8W 334 4W 248 888 30.8 482 21.9 68B 2&7 447 108 In 47.8 446 40.9 406 39.8 448 412 308 SU 449 317 393 2&B 449 31.7 987 20.8 449 W.8 3B2 23.0 449 231 307 20.0 A48 227 868 17.1 449 2D.4 981 1&0 449 1&0 388 111 bn 44.1 428 4&0 988 98.8 428 97.8 379 31.8 428 32.8 379 27.0 q20 211 987 20.8 426 282 W2 221 428 24.0 988 18.4 20.7 980 1&8 428 1&8 949 120 k1 34.9 9B4 90.6 381 28.1 384 299 928 24.6 Seo 28.8 821 21.8 904 226 817 19.4 904 2&8 319 17.8 384 1&7 998 14410 20,2 2W 20.4 293 1&8 2W 17.1 2� TABLE 13R FIGURE 1: FIGURE 2: D D FIGURE 3: ANGLE CLIP (FIGURES 1.3) MUST BE USED IN PARS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C•90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.88. ALUMINUM SHALL BE 6083 -TS AND BE A MINIMUM OF AW THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .048' THICK (18 GAUGE} STRUCTURAL STEEL TO BE AT LEAST .126' THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. =ANCHOR CAP.,m 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. // tnuurl� .. Mp Ar. NO.68705 sm 0'••. FLORIOP•.�C�2: '1/;1,`S/ONAL A. LYNUIUILLEI�, P E. FL P.E.# WM Anchor Ctlpeoly Table (Ire) 9ubaflatis 27k comes SA Cm. HOWN emu I"CNU PT Wood tuw Anftr CUP PotbDms A�Imr>r� 9118 Etao lgkaem t/0.' Mao UDraObn BNB• pop Nbaoon SNB poo Nt eom0 114° Eko N6eoat 174' 88 Elco 8116• Elco 1/4° SS EIOO MOS" 912 8ted AWreadm lgtteomt AWreOdm SmmW (OB) Sa1e17(OR 912 SW S -(O6) Edge IXatanea (Mk 1• 2 -Ur 1• 2-tM° 3•t18' r2-112• r 2-Wr r 8•UB° r 040' 0.84° 0,3W Embedment (stk 14W° i -9)M 144 1.074• r t-114• 1.114' 1-114' 1-U4• 7 -Ila• 1-uc r 1 -SB• 1578' (eea torte 2 @ O.C. 1(2) NO 1 390Iba 990 4W 1700 0e IOS Tao 4W ra 720. ft 1t 420 6W Iba 4 Attphpte 3.8' 64bL O.C, 1(2) 208 Angle MPS (FIX 2): @a 7W ms 780169 mms 1670 lbs las lbs 840018 BW @e WA 1120 Bra 0381os � lbs 2364 lbs 6521m 040 lbs 1126 Bra B AOoi�e@27r A9n. O.C. /(�2tt8Atglp Cllpe (Ff&3i 112D Ito 11Z01� 986 22481b9 2284108 NIA 090W WA I 1059ft MA 1320 am RIA 978108 1280@8 1680 Ibe FIGURE 1: FIGURE 2: D D FIGURE 3: ANGLE CLIP (FIGURES 1.3) MUST BE USED IN PARS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C•90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.88. ALUMINUM SHALL BE 6083 -TS AND BE A MINIMUM OF AW THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .048' THICK (18 GAUGE} STRUCTURAL STEEL TO BE AT LEAST .126' THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. =ANCHOR CAP.,m 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. // tnuurl� .. Mp Ar. NO.68705 sm 0'••. FLORIOP•.�C�2: '1/;1,`S/ONAL A. LYNUIUILLEI�, P E. FL P.E.# WM 125* 2.7 5W 2.T .125- 3.1 W i ill". 12P 0 .37W yyLUM %% R, • . SW3-TS ALUM. AN i i STANDARD CLIP I X4ECTIONW ANGLE CLIP see OMTO ALUM. i i X -SECTION T 2.1 X -SECTION 128" i i i i •ii <i i i iiiiiii %ii �ioi iii ilii lir// Ui iiiii.�� i iiiiiiii iiuiimiiiioui 6.b00° 3.128° CUE HERETO CREATE F -CLIP, SEE MW. I I BETA1LF.SHEEr4 ' \-0.312- STANDARD CLIP 8083.78 ALUM. TOPVIEW S.SOQ°� 378° MW. I 1.18" I MIN. O.C. I I OFFSETCLIP •128° 5083-T8 ALUM. TOPVIEW .740°-}+-�- `-0.312° .37b° MIN. .338 MIN. SAW I U -CLIP 8083.78 ALUM . A I E USEP FOR ALL 1'X2' AND A - - +. - - _ 1• X 2.76' MULLIONS. MEW 41$12" 0.2M 1w. TOP�EW 3.000° MIN. I .338° MIN. U CLIP 8083•TBALUM. 1• X 3.128° X.�° T'. MULL QNLY. SHEET 8 E TOPVIEW .338°338° MW. UCLIP 8083.78 ALUM. 12rX3.Iwx26r MULLULLONLY.SHEETI2 TOPV6Yd E 2X8 ANGLE CLO' 0003-T8 ALUM. TOPVIEW TABLE B 1.2V X 3.188' X.286' MULLION 8083.78 ALUM. X -SECTION Mull Dimension (shoot Mullion POT Part6 Std Clip Ofteet Clip 114:1ip Angle Clip rxrX.126°(6) 6M 6MI13M 6MI118M 668243M M511M 1" X2" X.376° (6) 888008 M114M 886111SM 668244M 866512M 1" X2.75" X.375" (7) 6W7 686116M 6881120M 668246M 666813M 1°X2.76"X.667(8) 88608 W6116M 6881121M OW40M 886614M 1°X3.125"X.600°(8) 6S6371M ONI110M SWUM 656242M 6WISM 1.26" X3.186° X.285" (12) BOSOM 6881117M W61113M 8S8241M 888616M 1.28° X 2.11" X .126° (16) 85370 NIA NIA NIA BM17M NOTES. 1) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TABLE A Dimension Value On) For Mullion: A 1.626 rx2"x.126° Aluminum Tube Mulffon B 2.864 C 0.8% D 0.740 E .460 Min. A 1.128 1" X2° X.376° Aluminum Tuba Mullion B 2.404 C 0.836 D 0.410 E 0.460 A 1.876 1" X2.76°° X .376 Aluminum Tube Mullion B 3.000 C 0.767 D 1.118 E .450 Min. A 1.312 1°X2.7WX 8� Aluminum Tube Mullion B 3000 C 0.476 D O.S38 E .460 Min. A 2.000 VX 3.126° X .600° Alum Tube MUD B 2.637 C 0.863 D 1.137 E .460 Min. A 2.826 1.26° X 3.158° X 286° Alum Tube Muff B 3.282 C 0.862 D 1.762 E .460 MM. A 1.813 1.28° X2.11" .121" Alum Tube Muff J* 16 .t11111I1lt)�� `���1�• ENSe Q :' '•. it No.58705 = b 112 314 4 STATE F :•? /ONALL��; A. LYNNILLE��t, P.E. FL P.E.# 55705 •2•'1 1--.887-1 740' L125- 2.000° 2126° 126° STANDARD CUP CLIP .728'] U -CLIP 60WT8ALUM. 80533-T8 ALUM. X -SECTION X4ECTION TO CREA�FCICLIP, SEE f .375° DETAB. F. SHEET4 ' I .335° MIN. � � (DMild. O.C. 0.317 1TI F I o ! o 1 I OF �- 0.226° STANDARD CLIP 8083.78 ALUM. TOPMEW +I SAW M� O.C. I FA"'V I0- .C. 0.317 2280° I 3.000° H o i o 0 NOTES: 1) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED. HOLES MAY BE MILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS OFFSET CLIP Mas -TS ALUM. TOPVIEW UNCLIP 6083.78 ALUM. EDS .SHF ..IOS 7c . 4` _ MULLIONS oaclan ..m TARLF In TARLF C —1l -'.126' 2.� .12B° L 2X5 ANGLE CLIP 6083-T5 ALUM. X4ECTION 8.000° 376° MIN. 0.371 0.317 MN O 2X5 ANGLE CLIP 8083-T8 ALUM. TOPVIEW Dimension Value on) f 1�1 111' 3.687 1°X4°X.126° Alumimun Tube Mullion G 1.000 H 2680 F 3.187 1°X4"X.378° Atuminum Tube Mullion G 0.757 H 2430 F 2.813 30° Bay Mull F 1 2.878 1451B.Sy Soo 8668110M 0 WA WA WA ONI11M j / 1 r nw j for �jj ON 4 1. r i 03 -TO ALUM. i X-SEMON4, is •2•'1 1--.887-1 740' L125- 2.000° 2126° 126° STANDARD CUP CLIP .728'] U -CLIP 60WT8ALUM. 80533-T8 ALUM. X -SECTION X4ECTION TO CREA�FCICLIP, SEE f .375° DETAB. F. SHEET4 ' I .335° MIN. � � (DMild. O.C. 0.317 1TI F I o ! o 1 I OF �- 0.226° STANDARD CLIP 8083.78 ALUM. TOPMEW +I SAW M� O.C. I FA"'V I0- .C. 0.317 2280° I 3.000° H o i o 0 NOTES: 1) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED. HOLES MAY BE MILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS OFFSET CLIP Mas -TS ALUM. TOPVIEW UNCLIP 6083.78 ALUM. EDS .SHF ..IOS 7c . 4` _ MULLIONS oaclan ..m TARLF In TARLF C —1l -'.126' 2.� .12B° L 2X5 ANGLE CLIP 6083-T5 ALUM. X4ECTION 8.000° 376° MIN. 0.371 0.317 MN O 2X5 ANGLE CLIP 8083-T8 ALUM. TOPVIEW Dimension Value on) For Mullion: F 3.687 1°X4°X.126° Alumimun Tube Mullion G 1.000 H 2680 F 3.187 1°X4"X.378° Atuminum Tube Mullion G 0.757 H 2430 F 2.813 30° Bay Mull F 1 2.878 1451B.Sy Muq Mull Dimension (sheet#) Mullion POT Part # OW. Clip offset Cil U•Clip Angle Clip 1° X4• X.128° (10) 88384 666111M 6861122M MR41M 888518M 1-X r X.378" (11) 86810 686112M 6861123M 066242M eW51SM 30 Degree (16) 68649 WA WA WA 8668110M 45 Degree (17) 68860 WA WA WA ONI11M Jo(BAY MULLS) 3.0(' MOV. O.C. (1° X 4° MULLS) 4f >k No.68705 * ' n 7r. �� NIS s/ONA1-� A. A(14 niVF3 P.E. FL P.E.# 58705 TABLE E I Mull Dtmenelon • • • • POT Part 0 1. (sl�get0) • million Std.COp • Ip Angle Clip �- { -`j r •126" ° 25° (13) 6=* 888284M EM8271M 8686112M O 8.4 0 �$4r�t.2$'(14 • 888282M 80tY272M 8888113M ITCLIP 2 e06sTSALUM MOTES. • 000000 X•SECTION 0All %1ULLION FACrQA MACHINED •HIN F 126"8 NU�W.PE • &V"NTAIN USEbWLES. IF NE/OE11,91OWS • MMY BE DRILLED W THE FIELD FOLLOWIN • • • WMWIONS GIVMRelMI SHEET. • • 1.490° • ORA 2-4�It(;ENERAL INSTALLATION • • • • • • • • • 8.600 3.6' CUPHERETO •••••• 2.000° •••••• .376' CREATE F -CUP, I -SEE �7AL F. • —1;71e I FSHEET4 r' --2.000'--j MULLION 6063 -TO ALUM 2'XS°X.25 MULLION 6083.78 ALUM. X,SECTION i 0003 -TO ALUM.i i i i ,376' 376° MIN. 0.228' I O 1.344" I w O.C. II 3.435" Q 3.438° 1 837" MW. O.C. STANDARD CLIP 8083 TO ALUM. TOPMEW 8.800`—y 9.605 CTO .375 CREATEREATE F -CLIP. 878° i� SEE DETAIL P. MW. I I r�SHEET4 rMW. q— L716" MW. O\ ( r"J, I Q --- �- --_ 4.1 O 8.4 2.520" L STANDARD CLIP 6083.78 ALUM. TOP VIEW U -CUP 0083•TO ALUM. USED FOR 2' X 4' �IULUON. QiEET 13 TOPVIEW 375° T 6.438° "MW.O.C. U -CLIP 6083T8ALUM. XS MULLION. SHE 14 , TOPVIEW 2XS ANGLE CLIP 6003.78 ALUM. 2.OWX-SECTION L 125' �s.DOm 3.000° M W. O.C. .375- MIN. 375'MW. 0.312° Q 3.4133' L 375 O O! - MW 2X8 ANGLE CUP 8083 -TS ALUM. TOPVIEW i ------5.000' 2X5 ANGLE CLIP O i T8 ALUM. TOPVIEW b.- 1x ��1111IILW/ No. 58705 :'O�• a I STA E F • ��LU ��T�S•. FL�ORj�M �r9 A. LYNN MI�P.E. FL PAX 65706 EXAMPLE 1 • SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2-114". THE OPENING REQUIRES A DESIGN PRESSURE OF +W.O/-60.0 PSF. 1) INITIALLY ASSUMING THAT A V WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72" AND THE OPENING WIDTH IS 32°+32+1' -65°. REFERENCING SHEET 22, THE COLUMN USING 3yA�* 1 O HEAD RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FORA MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-1/4• AND WILL MEET OR EXCEED THE REQUIRED I H • • • • • • • DESIGN PRESSURE OF +00.01.00.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SME, USE THE NEXT LARGER SIZE AVAILABLE 4' 3�s �+ • • • • e E • • FROM TABLE SA, SHEET?, THE 1' X 2.70' X.375° MULLION (LENGTH = 77. OPENING WIDTH - 70*) MEETS THE DEPTH REQUIRED, HOWEVERTHE DESIGN PRESSURE IS 480.3 PSF AND WOULD 4 FENESTRATION per• $ NOT BE SUITABLE FOR THIS APPLICATION. 6 t • • • • 4 A}RX • • S • • • • FROM TABLE 4A, SHEET S. THE 1"X 2.70'X AW MULLION (LENGTH = 72", OPENING WIDTH - 7" HAS A DESIGN PRESSURE OF +1.72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE • • • • • • • • OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF ON LBS. • MULLION • • • • • • • 2) USE TABLE 46 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE BOTH THE STANDARD CLIP WITH (4) #12 ANCHORS AND THE 2XS P • • • • • • S o a• • ANGLE CUPS WITH (4) 012 ANCHORS HAVE A CAPACITY OF SO LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CLIP IS EASIER TO INSTALLSEE 6 N • • • s • • • • Oi dq" 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL • • •eHEETB • APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRESTHAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE • • s • • • • • • �• • INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. :3 • IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS +/-00.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF ON LBS. ALTERNATIVELY, m NOANCHORS IN WMDON�I • THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: Im •••••• • •••••• • • (SO PSF) X (N 88 /` - 524.E LBS (MAYBE USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 4S) • • mm THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL. THE WINDOW FRAME DEPTH IS 2-30. THE OPENING REQUIRES A • • • • DESIGN PRESSURE OF +50.01-6$.0 PSF. LLI FOR THE VERTICAL MULLION:, Q 1) INITIALLY ASSUMING THAT A V WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32°+72'+1°=•105' AND THE OPENING WIDTH IS W+30°+1•=77. REFERENCING SHEET 22, 333iii THE COLUMN USING RECTANGULAR LOADING $HALL BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-3/8° AND WILL %) N EXAMPLE 2• MULTIPLE MULLIONS MEET OR EXCEED THE REQUIREDDESIGNPRESSURE OF +50.0/48.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. W FROM TABLE 3A, SHEET 7, THE 1"X 2.76"X ,376° MULLION (LENGTH -108°, OPENING WIDTH - 80") MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +1-15.1 PSF 52 5 MULL WIDTH �r AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. U Q FROM TABLE 0A, SHEET 13, THE 2' X 4- X .280" MULLION (LENGTH -108°, OPENING WIDTH - SD`) HAS A DESIGN PRESSURE OF 0.84.7 PSF WHICH EXCEEDS THE REQUIREMENTS SEE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 071 LOS. FENEST�M710N DETAILS, BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2' TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH IS 30°+30°+2=74°, NOT 73' AS PREVIOUSLY PRODUCT'S 2*3 ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN APPROVAL THE 77 DIMENSION (35-11r+35-1U2'+2°=73°). j ' 17 i 2) USE TABLE 06 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE W THIS EXAMPLE, ASSUME THE POURED VERTIOALI I CONCRETE HEADER AND SILL ARE S' WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8', CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE LEN4H SEE .� SEE - a USING THE STANDARD CLIP WITH (8) 3110' ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1/Y GIVES AN ANCHOR CAPACITY OF 1080 USS WHICH IS GREATER AND DETAILS, DETAIL E. THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 871 LBS. 8 OPENING SHEETS 23 SHEETS FOR THE HORIZONTAL MULLIONS: HEIPPOOR� BECAUSE THE VERTICAL MULL WILL BE A 2° X 4' X.260' MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS, ALTERNATIVELY, ANOTHER HORLWA JON MULLION TYPE COULD BE CHOSEN. ROAUCT RBVI86D 1) THE MULLION LENGTH IS 30" AND THE OPENING HEIGHT IS 32"+72"+2° -106`. REFERENCING SHEET 22, THE COLUMN USING TRAPEWIDAUTRIANOULAR LOADING MAY BE � Uva tfio Flvrlaa USED. FROM TABLE SA, SHEET 13, THE 2" X 4' X .250' MULLION (@ LENGTH - 42', OPENING HEIGHT-120') HAS A DESIGN PRESSURE OF +1-170.0 PSF WHICH EXCEEDS THE tawm No - ,fif SEE REQUIREMENTS FOR THE OPENING AND MAYBE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITYREQUIRED OF 621 LBS. oa @aio DETAILS, 2) USE TABLE BB TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE CMU SUBSTRATE IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE 0' 8H�T8 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 2XS ANGLE CUPS WITH o (4)9115" ULTRACON ANCHORS AT AN EDGE DISTANCE OF T GIVES AN ANCHOR CAPACITY OF SOLOS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED 111111 I 1 ! U ANCHOR CAPACITY OF 621 LBS.pN.,......,c •• 33', HOR12, ,_„� 38•, HORR. 4) FOR THE "LIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF 621 LBS. TABLE 0B FOR THE "UP SHOWS THE ANCHOR `�� •��.•' �10EUNSL• 'P �i ttPENNS CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS, WHICH IS GREATER,AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 621 LBS. THE WIDTH FOR VERTICAL MULL ANCHOR TYPE IS A #12 STEEL SCREW. N..68705 FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS: _ D +/.64.7 PSF FROM THE VERTICAL MULLION; ,O •: +1-170.0 PSF FROM THE 36' HORIZONTAL MULLION ATTACHING TO CMU; t 1(1 ft +1-170.0 PSF FROM THE 38' HORIZONTAL MULLION ATLE TO THE VERTICAL MULLION (INTERSECTI01�. THE LOWEST DESIGN PRESSURE IS+1-84.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. ���0��••.FCOR1D •�� VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE. OF MULLIONS OR FENESTRATION ��Ss10NAL`' PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A. LYNN P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.#58705 EXAMPLES OF TRAPEZOR)ALn RIANGULAR LOADING: yAllu LOADING OF HORIZONTAL MUL II._olmcm,,Imelm/. l EXAMPLES OF RECTANQULAR LOADING: I/ -- 0000 ,DOOR PW PW 1 • NO—TES: PRODUCCREVISED 1) DRAWINGS ARE av cmnplyh* wiM Iha Fludda fiultdtngCodp • .. RERESENTATIONS OF TYPICAL Aeceptenaallo I j PW PW CONFIGURATIONS. CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM Dma B 00 / / I THOSE SHOWN. • 0000. SHIDH SL 8HANi 8HiOH ��� y �Y • • .. ���ii •"• 4 PW LOADINGPIN PW RECTANGULAR 4 4 '• j 3) SEE PRODUCTS' APPROVAL FOR ACTUAL ANCHOR LOCATIONS, No, LOADING OF VORTICAL MULLION LOADING OF VERTICAL MULLION, PANEL OF HINGED DOOR IS NOTCAPTUREDOR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS�: --rte _ rl-� 0000•. fG 1I • • �• LOADING4F VERTICAL MI�LHt�M LOADING OF VERTICAL MULLION • • • • • • S0.L OF WINDO NOTAN j� • • WITH INTERBECTINO HORIZONTAL MULLIONS • 6.040• A.LYN{fMll1'E�t,'P.E. A. MULLION • • • • •06466 •460 • • • • JPW •6•• PW SH1DH SKOH Q Q 4 SHIDH ZN, $HIDH LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION SILL OF WINDOWS NOTANCHORED WITH INTERSECTING VERTICAL MULLION EXAMPLES OF TRAPEZOR)ALn RIANGULAR LOADING: yAllu LOADING OF HORIZONTAL MUL II._olmcm,,Imelm/. l c • 11111 c• -r• Ct PHINGED LOADING OF (2) HORIZONTAL MULLIONS II IL I/ -- c • 11111 c• -r• Ct PHINGED LOADING OF (2) HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION ,DOOR PW PW 1 NO—TES: PRODUCCREVISED 1) DRAWINGS ARE av cmnplyh* wiM Iha Fludda fiultdtngCodp I RERESENTATIONS OF TYPICAL Aeceptenaallo I j PW PW CONFIGURATIONS. CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM Dma B 00 / / I THOSE SHOWN. N�imtil I I1 11 1 '' 2) IF THE LOADING TYPE CANNOT BE DETERMINED. USE ��� y �Y • • .. ���ii PW LOADINGPIN PW RECTANGULAR '• j 3) SEE PRODUCTS' APPROVAL FOR ACTUAL ANCHOR LOCATIONS, No, LOADING OF VORTICAL MULLION LOADING OF VERTICAL MULLION, PANEL OF HINGED DOOR IS NOTCAPTUREDOR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS�: --rte _ rl-� fG 1I Al� F � . LOADING OF VERTICAL LOADING OF HORIZONTAL A.LYN{fMll1'E�t,'P.E. A. MULLION MULLION P.E.# 58705 MIAMaMIAMI DADE COUNTY, FLORIDA -* _ PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 261° Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2509 NOTICE OF ACCEPTANCE (NOA) www.miarnidade.savla- PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction - materials. The documentation submitted has been reviewed and accepted by Miami Dade County PERA Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "HIM -710" Aluminum Horizontal Sliding Window -- L.M.I. APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impacr', sheets i through 11 of 11, dated 02/28/2006 with the latest revision "E" dated 10/17/2011, prepared by PGT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturers name or logo, city, state, model/ series and following statement: "Miami -Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA- is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributorsnd hall be a vailelblp fog jnspection at the job site at the request of the Building Official. This NOAlrevtse* 140*k:14.11; PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA-s No.'s 07-0815.09 and 06-0405.06) 2. Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "E" dated 10/17/2011, prepared by PGT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 20194 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FT"330, dated 07/18/2007, signed and sealed by Carlos S. Rhonda P. E. (Submitted under NOA No. 07-0815.09) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 20194 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "C" sliding window, Grade 10, per FBC 24113.2. 1, TAS 202-94 and per ASTM F 842-04 Along with marked up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4858, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 06-0405.06) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "C" sliding window, Grade 10, per FBC 24113.2. 1, TAS 202-94 and per ASTM F 842-04 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test • • . •] .epoxt No. YTL-4859, dated 03/08/2006, signed and sealed by Edmundo l.algy •VWa.NOA No. 06-0405.066) Jaime D. G�coP. E. • •. •100 000•. • • Product Control Section Supervisor .. • • .•. • •. . • • • NOA No. 11-1114.04 • ; • 000 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 E-1 . . • . . . . . • . . • .. .. . . . .. • PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural prepared by PGT Industries, Inc., dated 10/26/06, Clark, P. E. (Submitted under previous NOA No. 07-0815.09) 2. Complies with ASTM E1300-98/ 04 analysis, complying with FBC, signed and sealed by Robert L. D. QUALITY ASSURANCE 1. Miami—Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their `DuPont Butacite@ PVB Interlayer" dated 09/08/11, expiring on .12/11/16. 2. Notice of Acceptance No. 08-0206.01 issued to Solutia Inc. for their `'Saflex HP Glass Interlayer" dated 04/17/2008, expiring on 04/17/2013. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC 2007 (with the 2009 supplement) and FBC-2010, dated 10/25/11, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independence, dated 10/25/11, signed and sealed by Anthony Lynn Miller, P. E. 3. Letter of Adoption of as his Own, the Work of another Engineer per Section 61015-27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn Miller, P. E. 4. Statement letter of no financial interest, conformance and compliance with the FBC- 2007, dated 06/29/2011, signed and sealed by Robert L. Clark, P. E. (Submitted under previous NOA No. 11-0630.02) 5. Laboratory compliance letter for Test Report No. FTL--5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA No. 07-0815.09) ....... . .. ... . ......... . ..9 ... .. . .... JaimeD. Gascon, P. .. • • .. • Product Control Section Supervisor • • • . . • . . NOA No. 11-1114.04 • • •. 000 ;. . • • Expiration Date: December 21, 2016 Approval Date: February 16, 2012 E-2 . . . . . . . . . . . .. •• . . . •. .. ... . . . ... . . PGT Industries Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 6. Laboratory compliance letter for Test Reports No.'s FTL4858 and FT"85% issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 06-0405.66) G. OTHERS 1. Notice of Acceptance No. 11-0630.02, issued to PGT Industries, Inc. for their Series "HR -710 Aluminum Horizontal Roller Window - L.M.I.", approved on 08/18/2011 and expiring on 12/21/2016. E-3 Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 • • • • • *Osseo GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2). FOR INSTALLATION ABOVE 30 FT, GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP. A. 5/161 LAMI CONSISTING OF (2) LITE$ OF 118" ANNEALED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. • : • • S. 510" LAMI CONSISTING OF (1) LITE OF 1/8' ANNEALED GLASS AND (1) LITE OF IV HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXMEEPSAFE • • MAXIMUM INS INTERLAYER. • • • • • • :C. 5M61 Al CONSISTING OF (2) LITES OF IV HEAT STRENGTHENED GLASS WITH AN .9W DUPONT BUTACITE OR SAFLEWKEEPSAFE MAXIMUM PVB INTERLAYER. • D. 7110" (v;ISTING OF (2) LITES OF 3116" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. • • E. 716" LAM1CONSISTING OF (1) LITE OF 3118" ANNEALED GLASS AND (1) LITE OF 3116" HEAT STRENGTHENED GLASS WITH AN .OW DUPONT BUTACITE OR SAFLEXIKEEPSAFE • • MAXINd: fj" %ITERLAYER. • • • F. 7116° LAMIsOONSISTING OF (2) LITES OF 3/10° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER 0** G.13/16" LAIC . (1) LITE OF 116" OR 3116" ANNEALED (MIN.) GLASS, 5118" OR 3V AIR SPACE AND 5116° LAW CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A • .090 DWPQ dP4WTACITE OR SAFLEX(KEEPSAFE MAXIMUM PVB INTERLAYER. • • •:111311S -t4 Td r1) LITE OF 118" OR 3118" ANNEALED (MIN.) GLASS, 6118" OR 318" AIR SPACE AND 811W LAMI CONSISTING OF (1) LITE OF IN ANNEALED GLASS AND (1) LITE • OF IN HEAT' STRENGTHENED GLASS WITH A .090 DUPONT BUTAC]TE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. • • • 1 13118" LAAII IG: (• LITE OF Iff OR 3/16' ANNEALED (MIN.) GLASS, 6MSN OR 3A3" AIR SPACE AND 5116" LAM] CONSISTING OF (2) LITES OF 1181 HEAT STRENGTHENED GLASS • • • WITH AN •090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. J. 13116" LAMI IG: (1) LITE OF IN OR 3/16' ANNEALED (MIN.).GLASS, 3116" OR 114" AIR SPACE AND 7/181 LAMI CONSISTING OF (2) LITES OF 3118* ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER K 13/101 LAMI IG: (1) LITE OF 11W OR 3/16` ANNEALED (NON.) GLASS, 3118" OR 11C AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3116* ANNEALED GLASS AND (1) LITE OF 3116" HEAT STRENGTHENED GLASS WITH AN AW DUPONT BUTACITE OR.SAFLEXACEEPSAFE MAXIMUM PVB INTERLAYER. L.13/16" LAMI IG: (1) LITE OF 1V OR 3118" ANNEALED (MIN.) GLASS, 31161 OR 114" AIR SPACE AND 7/18* LAMI CONSISTING OF (2) LITES OF 31161 HEAT STRENGTHENED GLASS WITH AN .0W DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PV8 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 130002. S. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 130092 4. ANCHORAGE: THE 331/3°% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS S THROUGH 11 FOR ANCHORAGE DETAILS. 6. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL-4869, FTL-4869 AND FTL-430. ELOO TEXTRON NOA: 044M1.01, 03.9226.06 ANSUAF&PA NDS -2005 FOR WOOD CONSTRUCTION ADM -2005 ALUMINUM DESIGN MANUAL 8 THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.O. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. 10 TECHWL98Y DRIVE HCKOMIS. R. 34M ro.egx+w -zoo B, FL 34274 HR790 I /VTS I l a 91 1 4927-90 NOA DRAWING MAP SHEET GENERAL NOTES...._..»._ 1 GLAZING DETAILS ......... 2 DESIGN PRESSURES.......3 ELEVATIONS .......... ........ 4 VERT. SECTIONS............ 6 HORIZ. SECTIONS............ 5 PARTS LIST ....................... 6 EXTRUSIONS .................... 7 CORNER DETAIL ............ 6 ANCHORAGE .................... 8.11 LYNN is No. 68705 .��1. GC• ILU Soa. T i��.t`� ••. PLORIOP.•��``� 4,,l ONA�{'- �`� 0. LYaglCER, P.E. Ru 88703 0000•• • • 0000•• 0000• 0000• • • •••••• 0.0.00 • • • 0000•• C • No • 0000• 0000 0000 0000•• • 0000•• • • IW NOM, GLASS SITE 60,61,62 — IV ANNEALED OR HEAT STRENGTHENED GLASS —.000 SOLUTIA OR DUPONT PVB INTERLAYER — 1B" ANNEALED OR HEAT STRENGTHENED GLASS 21� 112" NOM. GLASS BITE f C] EXTERIOR INTERIOR [> (ALL SECTIONS) 3118" ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 3/18" ANNEALED OR HEAT STRENGTHENED GLASS 7118" LAMINATED 7/16' LAMINATED GLASS 1/Z" M. 1/2" NOM. 59 GLASS SITE 59 GLASS BITE 52 52 66,87,88,88,70,71 72,73,74,75,78,77 PPRoDocrwv4sw co�iyi� qlw Ure t9otida 118" ANNEALED OR HEAT STRENGTHENED GLASS 3118" ANNEALED OR HEAT STRENGTHENED GLASS�mmi2z �N�DGL�090 SOLUTIA OR DUPONT PVB INTERLAYER 090 SOLUTIA OR DUPONT PVS INTERLAYER �r1/8" ANNEALED OR HEAT STRENGTHENED GLASS 3118" ANNEALED OR HEAT STRENGTHENED GLASS5118"LAMINATED 7118" LAMINATED 5118" OR 315" AIR SPACE 3118" OR 114" AIR SPACE 1B" OR 3118" ANNEALED OR TEMPERED GLASS Qp 118" or 3N8" ANNEALED OR TEMPERED GLASS QD 13118" NOM. 13118" NOM. I++++ 13/16" LAMI IG GLASS W/ 5/160 LAMI 13/16" LAMI IG GLASS W/ 7/16" LAMI `."`p0y LYNN * : 1:40-5B105 AFOR 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. JJ. W17111 Eur NO aHAN@ETik88}fEET ° �'C�'., $% 107TECHNrnoornwve QLAZINQDETi4ILS Jd7. BIZO/1f a aaaeC le CMTO BE 78IFRaS7 ssQFT NOTE NOKOMI9, PL 94278 •,, FS �\ ��• FX WW7 C NOCHAINOBTH/88tlEffr P.O.sgx,9M ALUM. HORIZONTAL ROLLER WINDOW, IMPACT '�i,S'JO'1N�P��l%{,! ` RK T/28/OB _!!.A_ 9/23108 NOKoe4u;. Fl 9az7a VLa * Beierwrle Full 2 a 114127-10 E A. LYNNILLER P.E XO) wll e• 1 • 1 eel UPwl UP I lo •.• xmwomv •4% TO 8 TO 8 OX/ w wi E E 7 UPI GLAS . 1 B. C. 5/1 D. 7/1 E. 7/1 F. 7/11 er FdG 1, F.K •0990• •9009• • • • •099•• • • • 27 318" MAX. DLO —►I ice— 54 6f10° MAX DLO FIXED VENT •••••• _ X • 00.00• • •••00• • • • • 110" MAX. WIDTH I.F. FRAME • 0 111" MAX WIDTH FLANGE FRAME -� DETAIL B - XOX (1/41/2-1/4) 6 P DL F L A-OXOR iO TECHNOLOGY DWE NOKOtAti, FL 34.4 86 711W MAX WIDTH I.F. I 88 7118" MAX. WIDTH FLANGE FRAME DETAIL C - XOX (1/3-1/3-1/3) NOTE: 1. SEE SHEET 8 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 1X. SEALANT OR GASKET aE AT HEAD AND SILL IE 15 IG. _ 15 I.F. FRAME PRODUC x MSE D _ Mad whitdseFlorida Ampan o P uct Coutro 1 1$ FLANGE FRAME LYNN VIEW D -D ,`��'��: �ceNSF'••.�P° (FRAME CORNER CONSTRUCTION) *' No. 68705 ST x ELEVATIONS ',O.c� •..FLORIOP• ILUM. HORIZONTAL ROLLER WINDOW, IMPACT ��'�is/s/��/ONS� Aiiti��- �C``�• re.m� ae °�` °em ae+aHs qe A LYNM�w.er�t P E =,a NTS 4 -It 4127-10 E P.Eoetnoa DLO FIXED O uu w iv rvuv�. DLO VENT — 83" M FLAN AF RAI FRAI Au 318" AX / I ss" MAX CONI ALL / ( / DLO ALL KED TES / f /S j / 82" MAX. I.F. FRAME _ I x ALL CONFIG. r� c TX MAX. WIDTH I.F. FRAME -41 74" MAX. WIDTH FLANGE FRAME A-OXOR iO TECHNOLOGY DWE NOKOtAti, FL 34.4 86 711W MAX WIDTH I.F. I 88 7118" MAX. WIDTH FLANGE FRAME DETAIL C - XOX (1/3-1/3-1/3) NOTE: 1. SEE SHEET 8 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 1X. SEALANT OR GASKET aE AT HEAD AND SILL IE 15 IG. _ 15 I.F. FRAME PRODUC x MSE D _ Mad whitdseFlorida Ampan o P uct Coutro 1 1$ FLANGE FRAME LYNN VIEW D -D ,`��'��: �ceNSF'••.�P° (FRAME CORNER CONSTRUCTION) *' No. 68705 ST x ELEVATIONS ',O.c� •..FLORIOP• ILUM. HORIZONTAL ROLLER WINDOW, IMPACT ��'�is/s/��/ONS� Aiiti��- �C``�• re.m� ae °�` °em ae+aHs qe A LYNM�w.er�t P E =,a NTS 4 -It 4127-10 E P.Eoetnoa ' 1 • • • ••• • ••• • HEI�GH' FLANGI FRAME .,moi . Fil —"I [-- MAX. FIXED DLO --►4 MAX. WIDTH (FLANGE FRAME) 19 SECTION B -B 17 (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) {+— MAX. FIXED DLO ----4 [-- MAX. VENT DLO —r -I I— MAX. WIDTH (I.F. FRAME) EXTERIOR SECTION A -A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) MAX. VERT DLO II "'o T" M!lltc ��i 10 SECTION C -C 42 SILL HEAD No. 58705 up(V�ERTICAL SECTION, FLANGE FRAME) (VERTICAL SECTION, I.F. FRAME) (VERTICAL SECTION, I.F. FRAME) fl ? Q srl. JJ f011711f E NOCHANGE7MNaRT aeov %�Q STA T SECTIONS 1070 TECHNOLOGY ORNE •'•• FLOR10?:.•' � � JJi. 8120/ff D NOCHIUVQE7Hl8SHEET NOKOMQ8,R3427b �+ �iF G`` _ ALUM. HORIZONTAL ROLLER YV/NQOW, IMPACT NAL \\\ FJG 4118107 C ADDBJTEMFX nl=4f 4?AND48ANDV/EVYB P.O.BQXte'� eaamrouee eme re u.W as sea A.LYt III tooP.E Dome NOKOMDS, PL34274 vu* Bnvw FJt 22M J.d 9/A/OB fw7fo Half 5 a 11 4127-10 1 E P.E.oam 0000•• • • ••0090 • • • 0000•• 0000• •••0• • e •90.9• • 0. 000• • •0 0000•• PANHEAD LOGO FIN SEAL MAT'L 6063-76 AL 6063-T5 AL AL 1 64131 MAMIDWGNIRWI DESCRIPTION I MAIL I P5I4l 66 IGLASSJ 13/16° IAMIIGI/8"A OW.1 3/8"AlRSPA 5/16° LAMI 1/8°A .O90PVA 1/8°A 67 13/16° LAMI IGl/8"A OM.1 318" AIR SPACE, 5116° 1AMI 1/8"A .090 PVBj 1/8°HS 68 13/16° LAMI 10.1/8°A QVMj 3/8° AIRSPACE, 5116" LAMI 1/8°HS .090 M 1/8"HS 69 13/16" LAMI 1G3(16"A IN.). 5116° AIR SPACE, 5116" LAMI (1/8-A,.090 M 1/8°A 70 13116" LAMI IG3/16"A IN. 5116° AIR SPACE, 5116" LAMI IIWA..090 PM 1/8° 71 " 13/16" LAMIIG3/16"A IN. 5/16" AIRSPACE, 5/16" LAMI I/8"HS,.090PVB 1/81HS 72 13/16° LAMI 1G1/8"A 1N. 1/4" AIR SPA 7/16" LAMI (Nl6-A,.090 3/16"A 73 " 13/16° LAMI IGI/8"A IN.), 1/4" AIR SPACE, 7116" LAMI 3/16"A .090PVB, 3/16"H 74 13/16"LAMI IGIAPA (MIN.1 114°AIR SPAC14 7116" LAMI 3/16"HS,.090PVB,3/16"HS 75 13116" LAMIIG3/16°A OM.1 3116" AIRSPA 7/16" 1.AMI 3/16°A,.090P 3/16"A 76 ° 13116" LAMI IG3/16°A IN.). 3/16° AIR SPA 7/16° LAMI (3/16'A,.090 M 3/16"HS 77 13116° l.AMI IGY16-A IN. 3116" AIR SPA 7116° LAMI 3/16"HS .090PVB, 3/16°HS 90 1014 SaREEN FRAME (HOR. & VER) 3105-H14 AL 91 1630 SCREENCORNERKEYW/RINGS POLYPROP. 92 1631 SCREEN OORNERKEY W/OUT RINGS POLYPROP. 93 1073 SCREEN SPRING ST.ST. 94 1624 SCREEN SPLINE -135 DIA. FOAM EM PVC 95 1635 SCREEN SPUNB- .135 DIA. HARD EM PVC 96 SCREEN CLOTH 011 Z4 726 I I BRASS RULLER WHM R BRASS 7BRW HL.2 29 4128 IHORIZONTALROLURSASHTOPGUDE POLYPROP. 4412IN 32 4006 D ISASHMEffMORAU, 6063HS-T6 AL 64006 2.710 33 1235 1 WSTP•,.170X.270BACK, FIN SEAL 67S160 35 1096 SWEEP LATCH DIS•CAST 71096 36 1016 1#8 X .625 PH. FL.. SMS 7858 37 1 4126 ISASHSIDERAIL 6063-T5 AL 64126 2824 38 1683 WSTP.,250 X.270 BA FIN SEAL 616930 18-1—. 082 39 7070 BULB WEATHERSTRIP .187 X.275 67070K 40 LIFT RAIL COVER CAP 74078"C" L OR R 41 4139 LF.FRAMEHEAD 6063-T6 AL 64139 41 I.F.FRAME HEAD 42 4140 LF. FRAME SILL 6063-T6 AL 64140 #SRA 8083 TB 43 4141 I.F. FRAMEJAMB 6063-T6 AL 64141 50 GF.AZING SIUCONr, DOW 89W9,995 OR DIVALENT 51 1224 VINYLGLAZINGBEADBULB CK 6rF247WX PRODUCTRHVISM 52 1225 VLNYLGIIAZINGBEADBUIB 6TP248K 2.784 moommyft"kh"wFlodda sumn8 Cods 53 4039 B GLAZING BEAD - 5116" 6063-T5 AL 64039B t S4 4044 B (iTAZINGBEAD-5116" WlCI<liLLKTf 6063 -TS AL 644703 0823.162 VON55 4222 A GLA23NGBEAD-7/16" 6063-T5 AL 64222 082 P uct 56 985 C GLAZING BEAD— 7/16" W/GULL KLT 6013-T5 AL 6985 1 59 4067 GLAZINGBEAD-13/16" 6063-T5 AL 64067 60 CLASS, 5116" LAMl 1/8" A_090 PVB 1/8" A qg I.F. FRAME JAMB 61 ° 5116" LAMI 1/8" A,.090PVB 118" HS #4141, 8003.78 LYNN Rflz, 62 " 5116" LAMI 118" HS, .090 PVB,1/8" HS � y '• 63 " 7/16" LAMI 3116" A,.090 PVEI, 3/16" A 2.710 _;;' SD. 68705 ' 64 " 7/16" LAMI 3116" A,.090PVB,3/16" HS)I.F. FRAME 65 " 7/16" LAMI 3116" HS, .090 PVB, 3116" HS 4 2 — #4140,8083-T8 � to- NO o- ta/17Ht E NOCHANWTINSl�ET r STA OF �/: 1070 TECHNOLOGY DRIVEpp PARTS LIST •''• ��• ✓Ji B/20/tt D ADDED' J "7OG•a,488TYPES NOKOM68.FL3ws m" i��s •'••....... CSC!�� FJc a/tamr D AO nM04t 4,7&43 P.O.89xim HORIZONTAL ROLLiEi2� NDOW IMPACT '�.,S10�tA1. �•• AK JJ NOKorms, FLsaz7a Yfstbly Better ta:rta NTS 6 - 11 4127-10 E a LY �d6 P E ••• •• 082 •1.73 1 i • • • • 1 73 •• • •• • • • • •••• •• • 2.710 "' O RCaI�iGE FRAME HEAD • 1 • • � � MA102A, 8083-T8 •••• • • •• ••• • • • ••• ---II--.ore .490 ! T SASH STOP #4025.6063T5 082 1.348"'1 21 SASH TOP & BOTTOM RAIL #4133,5063-T6 .060- � i 7 1— GLAZING BEAL. 5/16" #40446, 606345 (USED W/ GRIL. KIT) CHANGE VW SHEET 1.'22 —2.71 O FLANGE FRAME SILL #4136, 6063T8 .061 4377 746 HORIZ. ROLLER TRACK #4131,6063-T8 79 .082 :+y 1.081 1-+ 32 SASH MTG. RAIL #4005D,6063HS-0'6 050 878 1.098—h+-- �T 55 GLAZING BEAD 7/16" #42"& 6063T5 NOKOM . PL 34278 PA. BQX 1626 NOKOA68, FL 34274 Woo FRAME SILL ADAPTER �./ 04137,6063-T6 1. tip 082 �� �1.403� 17 FIXED MEETING RAIL #406413,80831-11346 37 SASH SIDE RAIL #4126,8083-T5 �8 .678 1.116- ISI -T O GLAZING BEAD, 7/16" #9M. 6003-T5 (USED W/ GRILL KIT) O SASH STOP COVER /14063, 6083-T6 �-2.784 r 1�.062 13 FLANGE FRAME JAMB #4002& 6063-T6 .878 1.088-+—� -� 53 GLAZING B, 5/16" #4039B, 6063T5 i 080' —j�--�►y 1.097 58 GLAZING BEAD, 13/16" #4067, 8063-T6 HMO I Haff 1 7 a 11 1 4127-10 PRODUCT RiiVIW D as "mnptyin with the Ptmfidn awdin=ItT c ,HINtI(i/ ",.%r- F N aj` .�Q * ' No. 58705 0' STA A LYN�R P.E P.E.463783 0000•• 0000•• • • • 0000•• 0000• 0000• 0000•• ••••0•. •• • 000.00 (TIES, XOX 1/4-1/2-1/4) WINDOWS TASL GLASS TYPES A,B.C.G,H,1 GLASS TYPES D,E,F,J,K L 2.3. WOOD I Z CONC 1 1. CONC 2,3, WOOD 2. CONC 1 1, CONC vwmx AI SIZE I Hli4D & SIL I I I HEAD & SILL I I I HEAD & SILL 171 HEAD & SILL I i I HEAD & SILL I I I HEAD & SILL 83.125 x 38.376 MC>R1+C !H 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 • 48.0M 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1 1+p+1+C2+1 3 1+C2+1+C2+1 3 • •80.828 &+C2+0C2+1 3 1+(2+1+C2+1 3 1+C2+1+C2+1 31 1+(2+1+(2+1 3 84.000 1+C2+1+(2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+(2+1+X2+1 3 ••• •0.00 i+ ++ +1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 ••• 63.000 1+ ++ 1 3 1+C2+1+C2+1 3 1+C2+1+(2+1 3 1+C2+1+C2+1 3 .O0 x 38.376 +++ +1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 ••• :48.00 WUPIW1 3 1+(2+•1+C2+1 3 1+C2+1+C2+1 3 1+(2+1+C2+1 3 •80.828 31+C2+1+(2+1 31+p+1+C2+1 31+C2+1+(2+1 3 •••• 54.000 1+4x2+1+Cx+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 ••• 0,000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+X2+1 3 83.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 74.00 x 38.378 1+C2+2+C2+1 2 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 48.00 1+C2+2+(2+1 3 1+(2+1+02+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 60.828 1+C2+2+C2+1 3 1+p+1+p+1 3 1+0+2+(2+1 3 1+C2+2+C2+1 3 64.00 1+C2+2+(2+1 3 1+C2+1+(2+1 3 1+C2+2+C2+1 3 1+C2+2+(2+1 3 0.00 1+C2+2+(2+1 3 1+C2+1+C2+1 3 1+C2+2+(2+1 3 1+C2+2+C2+1 3 83.000 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+p+2+C3+1 3 1+p+2+C3+1 3 84.00 x 38.378 1+C2+2+C2+1 2 1+C2+2+(2+1 2 1+C2+2+C2+1 2 1+(2+2+C2+1 2 48.000 1+C2+2+C2+1 3 1+42+2+C2+1 3 1+C2+2+02+1 3 1+C2+2+C2+1 3 SDA28 1+C2+2+C2+1 3 1+(2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 84.000 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 0.000 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+03+2+p+1 3 1+p+2+p+1 3 83.00 1+42+2+C2+1 3 1+C2+2+(2+1 3 1+p+2+p+1 3 1+p+2+p+1 3 08.376 x 33.376 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 48.000 1+(2+3+C2+1 3 1+C2+2+C2+1 3 1+C3+3+p+1 3 1+03+3+p+1 3 5Q828 1+(2+3+C2+1 3 1+C2+2+C2+1 3 1 1+C3+3+p+1 3 1+C3+3+p+1 3 54.00 1+p+3+C3+1 3 1+(2+2+(2+1 S 1 1+C3+3+p+1 31 1+C S+3+p+1 3 50.00 1+p+3+p+1 3 1+C2+2+(2+1 3 1 1+C4+3+C4+1 3 1+CA+3+04+1 4 83.000 1+p+3+p+1 3 1+C2+2+p+1 3 1+04+3+04+1 3 1+C4+3+04+1 4 11.00 x 38.378 1+C2+3+(2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 48.00 1+C2+3+C2+1 3 1+C2+2+(2+1 3 1+p+3+p+1 3 1+p+3+C3+1 3 80.828 1+C2+3+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+p+1 3 64.00 1+003+3+p+1 3 1+C2+2+C2+1 3 1+C3+3+CS+1 3 1+p+3+p+1 3 0.00 1+C3+3+p+1 3 1+C2+2+C2+1 3 1+C4+3+CA+1 3 1+C4+3+C4+1 4 63.00 1+(*+3+p+1 3 1+C2+2+C2+1 3 1+04+3+C4+1 3 C+C4+3+C4+1 4 1+p+1+(2+1 2 1 1+C2+1+C2+1 1+X2+1+C2+1 3 1+(2+1+C2+1 1+q+1+C2+1 3 1+C2+1+42+1 1+C2+1+p+1 3 1+C2+1+C2+1 1+C2+1+C2+1 3 1+C2+1+C2r1 1+C2+1+C2+1 3 1+p+1+C3+1 1+C2+1+C2+1 2 1+C2+2+(2+1 1+C2+1+C2+1 3 1+C2+2+C2+1 NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPOONS 2.1/4" ELCO SS4 CRETE -FLEX 3-#12 STEEL SCREWS (GS) 2. GLASS TYPES: FOR INSTALLATION IN THE HVHZ ABOVE 30 A. 6/18" LAMI - (118" A,.080,118° A) FT, GLASS TYPES G - L SHALL HAVE A B. 6118° LAMI - (118° HS,. 0,1/8" HS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND C. 6118° LAMI - (118" HS,.080, 11 A) ANCHOR QUANTITY REMAIN UNCHANGED. D. 7/18° LAMI - (3/18" A,.080, 3118" A) E. 7116° LAMI - (3118" A,.090, 3/1(° HS) F. 7/16" LAMI - (3110" HS„080, 3118” HS) G. 13118" LAMI IG -118" OR 3118" A (MIN), 6/18' OR 318° SPACE, 6116" LAMI - (118° A,-09% 18° A) H.13118" LAMI IG -1 W OR 6/18" A (MIN.), 8/18" OR 318" SPACE, 6118" LAMI - (1A" A..090,1/8" HS) I. 13116" LAMI IG -118" OR 3116" A (MIN.), 6/1(" OR 318" SPACE, 6/16" LAMI - (118" HS,.090,1/8" HS) J. 13/16" LAMI IG -118" OR 3116"A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3118" A„090, 3118° A) K. 13/18" LAMI IG -1/8° OR, 3118" A{MIN.), 3116" OR 1/4" SPACE, 7118" LAMI - (3116" A,.090, 3/18" HS) L. 13116" LAMI IG -118" OR 3116" A (MIN.), 3116" OR 114° SPACE, 711S° LAMI - (3110" HS,.09% 3118" 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. 1+(2+2+C2+1 3 HEAD & SILL: 101!2° MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 26 We MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 22112" MAX. O.C. TABLE KEY: X O A 1+C3+4+C3+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 FOXED SECTION. (12) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.G. ANCHOR SPACING) 1+G3}2+X3+1 3 1+C3+2+p+1 S. 1+C2+2+CZ+1 2 1+(2+2+(2+1 3 1+C2+2+(2+1 3 1+C3+2+p+1 3 1+p+2+p+1 3 1+C3+2+C3+1 3 1+C2+3+C2+1 2 1+C3+3+G3+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 3 26 314" —►{ ).. —3 -3° MIN. 1+C2+2+X2+1 3 1+CA+3+C4+1 3 1+C2+2+C2+1 3 1+C4+3+04+1 3 B"REF.t X O X 1+C2+3+X2+1 2 1+C2+4+C2+1 2 I1 1+C2+3+C2+1 3 1+C3+4+C9+1 3 MTG. RAIL,. 1+p+3+p+1 3 1+p+4+p+1 3 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS 1+p+3+p+1 3 1+C4+4+C4+1 3 (SHOWN IN TABLE KEY ABOVE) 3 1+C6+4+C6+1 3 26 3W MAX. j 112° TYP. I•-.--3" MIN. 9" REF. T—X O X MTG. RAIL. TYP. EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS 2 1+02+4+C2+1 2 3 1+p+4+p+1 3 3 1+CS+4+p+1 3 3 1+04+4+C4+1 3 3 1+04+4+C4+1 3 3 1 1+C6+4+CB+1 i 4 ro TECBNOLMDRIVE ANCHORAGE SPACING, XOX 1/4-1/2--1/4 IMONS, x.34278 I m� P.O. BOX few ALUM. HORIZONTAL ROLLER WINDOW, IMPACT RoxoLns,x 3a27a I VkCb(Y 8euert710 NTS 8 m 114127-10 E RHV1513<7 s vvm Uro Fm>1de * N0.58705 pQ O. ��Ss10NA�i ALYMARRE P.ES 88708 0000•• 0000•• • • •6.66• 0000• 0000• •0600• 0.000• • • • 0600•• IA f •6IMW SI II I I I I IIIZE mo& StL HEAD'S SILL HEAD S SILL HEAD & SILL HEAD & SILL I 111 I I HEAD S SU 14000 I • 48.000 • • 50.826 • • • •54.000 e 6 • 60.00 • 48.000 14 }OM1 3 1+C2+1+C2+1 3 1+O2+l+C2+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 •60.825 OHM6*"l 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1 1+C2+1+C2+1 3 1+C2+1+C2+1 3 ••• :84.000 L+M+4+;2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+12+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 ••• 60.000 44 1+ 1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+p+1+C3+1 83 3 •.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+p+1+C3+1 3 W.Mx 35.378 1+C2+1+02+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+CZ+1 2 1+C2+1+C2+1 2 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 60.828 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 64.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C3+1+C3+1 3 80.000 1+02+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+02+1 3 1+CZ+1+C2+1 3 1+C2+1+CZ+1 3 1+C3+1+C3+1 3 63.000 I+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1 1+C2+1+C2+1 3 1+C3+1+C3+1 3 88.000x 38.376 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 60.626 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 64.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+CZ+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 80.000 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 83.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+(3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 74.000 x 38.376 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+C2+1 2 1+C2+1+C2+1 2 48.000 1+C2+1+C2+1 3 7+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 50.625 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+c3+1 3 64.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+p+1+C3+1 3 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 83.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+03+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+p+1 3 84.000x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 2 1+C2+1+C2+1 2 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 i+C2+1+C2+1 3 1+C3+1+C3+1 3 50.826 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+CS+1 3 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+CS+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 50.000 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+1;3+1+C3+1 3 1+C3+1+C3+1 4 1+C3+1+C3+1 3 1+C3+1+C3+1 3 63.000 I+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 4 1+C3+1+C3+1 3 1+04+1+C4+1 4 86.437x 38.376 1+C2+1+C2+1 2 1+CZ+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 2 1+C2+1+C2+1 2 46,000 1+C2+1+C2+1 3 1+C2+1+C2+1"311+C3+l+C$+l 1 3 1+C2+1+C2+1 3 i+CZ+1+C2+1 3 1+C3+1+C3+1 3 W.626 1+C2+1+C2+1 3 1+C2+1+C2+1 g 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 84.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 1 3 1+C3+1+C3+1 4 i+C3+1+C3+1 3 1+C4+1+04+1 4 83.000 1+C3+1+03+1 3 1+C2+1+C2+i 3 1+C3+1+C3+1 4 1+03+1+C3+1 3 1+C4+1+04+1 4 NOKOWS, K 34276 P.O. Wx Ing NOKOM. FL 34274 I V"& B"m NOTES: 1. ANCHOR TYPES: 1 -114° ELOO TAPOONS 2 -114° ELOO SS4 CRETE -FLEX 3 -512 STEEL SCREWS (G6) 2. GLASS TYPES: A. 5118' LAMI - (1/8' A„090,1/8" A) D FOR INSTALLATION IN THE HVHZ ABOVE 30 B. 6116' LAMI - (118" A,.090,1/8' HS) FT, GLASS TYPES G - L SHALL HAVE A C. 6118' LAMI - (1/8" HS„090,1/8° HS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND D. 7/1W LAMI - (3118' A,.090, 3118" A) ANCHOR QUANTITY REMAIN UNCHANGED. E. 7118" LAMI - (311(° A,.090, 3/16" HS) F. 7M6' LAMI- (3118' HS,.090, 3/1(' FLS) G. 13116° LAMI IG -1/8' OR 3/'IS' A (NUN.), 6116' OR 318' SPACE, 6118" LAMI - (1/8' A„090,1A' A) H. 13116' LAMI IG -1/8' OR 3118" A (MIN.), 5116' OR 3/8' SPACE, 6118' LAMI - (118' A,.090,1/B° HS) 1. 13118" LAMI IG -11W OR 3/16' A (MIN.), 6116' OR 3/8' SPACE, 5118- LAMI - (118' HS,.090,1/8' HS) J.13/18' LAMI IG -1/8' OR 3116' A (MIN.), 3118' OR 1/4' SPACE, 7116° LAMI : (311(' A,J190, 3116' A) K.13118' LAMI IG -11W OR 3118' A (MIN.), 3110- OR 1/4' SPACE, 7/16' LAMI - (3118' A,.090, 3(18' HS) L 13116' LAMI 10 -1/8' OR 3/18' A (MIN.), 3116' OR V4' SPACE, 7/18' LAM] -(3f1(' H8, O% 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' 101!2' MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 25 3/4' MAX. FROM CORNERS JAMBS: 9' MAX. FROM CORNERS AND 22 'Irl' MAX. O.C. TABLE KEY - 2 1 EY:21 _O x- 1+C3+1+C3+1 3 ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FIXED SECTION. (8) ANCHORS TOTAL AT HEAD AND SILL. (3' MIN. O.C. ANCHOR SPACING) 26 3/4' MAX. - ►i �-+--3- MIN. V REF' X O X MTG.T TYP. - - - RT401D da EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS t1acePleaaeNo (SHOWN IN TABLE KEY ABOVE) Mla� 53W MAX. 112' TYP. I+-3'11111. \Ul�tttt LYNN X O X �� •' y\CEId444'•�l�,p *' No. 68705 MTG. RAIL, TYP. _ EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS ANCHORAGE SPACING XOX 9/3.1/9/3 :�0�sz F _E ALUM. HORIZONTAL ROLLER WINDOW IMPAG_T tm710 NTS 9 a 77 ��4127-10 E AL�P.d P.E. GLASS 1, L W:OW SI - � H � to s ;o 2 4;! 1 � 2 ¢ 1 s (o ANCHORAQE3PACINf3 OXANDXOWINDOWS ALUM. HORIZONTAL ROLLERWJNQOW,IMPACT ��SS,RCOR10?'.• G`�, '��, ��NA�L���� ' aD FJG �emr C a�rra�rAerE#T08,,&80-r0TVALUEs�r0AAVMCAP W.ODO x 38.3 + 1 2 1+C2+1 2 1+ 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 ••• 48.0r • •• 60.628' s ••• 54.0rP1062+1 + 1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1-i m l 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 ••• 60.0000 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 • 63.00)b 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 48.000 x 38.3Mo *so: 48.0Q0 ••• b0.6!t% 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+7 2 1+C2+1 2 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C 1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 ,sea• 64.000 60.000 63.000 1+C2+1 3 1+C2+1 3 1+03+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 53.126 x 38.378 48.000 50.625 64.000 80.000 63.000 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 '3 1+C2+1 3 1+C2+9 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 4 1+C2+1 3 1+C3+1 3 1+C3+1 4 1+C2+1 3 1+C3+1 3 1+C3+1 4 1+C3+1 3 1+C4+1 3 1+C3+1 4 1+C3+1 3 1+C4+1 3 60.000 x 38.375 1+C2+1 3 1+C2+1 2 2+C2+2 2 1+C2+1 3 1+C2+1 2 2+C2+2 2 48.000 50.625 54.000 60.000 63.000 1+C2+1 3 1+C2+1 3 2+C3+2 3 1+C2+1 3 1+C2+1 3 2+C3+2 3 1+C3+1 3 1+C2+1 3 2+C3+2 3 1+C3+1 3 1+C2+1 3 2+C3+2 3 1+C3+1 4 1+C2+1 3 2+C3+2 3 1+C3+1 4 1+C2+1 3 2+C3+2 3 1+03+1 4 1+C3+1 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 2+C4+2 4 66.000 x 38.376 48.000 60.625 2+C2+2 3 1+C2+1 2 2+02+2 3 2+C2+2 3 1+C2+1 2 2+C2+2 3 2+132+2 4 1+C2+1 3 2+C3+2 3 2+C2+2 4 1+C2+1 3 2+C3+2 3 2+C3+2 4 1+C2+1 3 2+C3+2 3 2+C3+2 4 1+C2+1 3 2+C3+2 3 64.000 60.000 2+C3+2 4 1+C2+1 3 2+C3+2 4 2+C3+2 4 1+C2+1 3 2+C3+2 4 2+C3+2 4 1+C3+1 3 2+C4+2 4 2+C3+2 4 1+C3+1 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 2+ + 4 2+C3+2 4 1+C3+1 3 2+C4+2 4 74.000 x 38.376 +C2+2 3 2+C2+2 2 +C2+2 3 +C2+2 3 2+C2+2 2 2+C2+2 3 50.625 54.000 80,j 2+C3+2 4 2+C2+2 3 2+ 2+C3+2 4 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C3+2 3 2+C4+2 4 2+C3+2 4 2+C3+2 3 2+C4+2 4 2+C3+2 4 1+C3+1 3 2+C4+2 4 2+C3+2 5 2+C3+2 3 2+C4+2 4 83.000 +C3+2 4 1 1+C3+1 3 C4+2 4 +C4+2 5 2+03+2 4 2+C4+2 b (VOTES: 1. R�F�fPEB 1 -1/4" ELCO TAPCONS 2 -1/4° ELCO 884 CRETE -FLEX 3 - #12 STEEL SCREWS (GS) 2. G FOR INSTALLATION IN THEHVHZ ABOVE 30 8't/) FT. GLASS TYPES G - L SHALL HAVE A C. 5/18° LAW - (10 HS,.090,1N" HS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND D. 7118° LAMI - (311(" A,090, 311W A) ANCHOR QUANTITY REMAIN UNCHANGED. E. 7118" LAMI - (3118" A,.090, 3118° HS) F. 7/18" LAMI - (311W HSAW, 3/18° HS) G.13/18' LAMI IG -118' OR 3(18° A (MIN.), 5/18° OR 3/8" SPACE, 8116° LAMI - 01r&.090, IN A) H.13/18° LAMI IG -1/B' OR 3118" A (MIN.15118° OR 318' SPACE, 511(° LAM( - (118° A,.080, IN HS) I. 13/18" LAM[ IG -1/B° OR 3/18° A (MIN.), 5/18" OR 31W SPACE, 8116" LAMI - (1/8" HS.M.118° HS) J.13Fi8" LAMI IG - IN OR 3/18" A (MIN.), 311W OR 114° SPACE, 7118" LAM( -(311W A,.090.3flW A) K.13/18" LANA IG -1/8° OR 3/16" A (ANN.). 316° OR 114" SPACE, 7/18° LAM[ - (3(16'A,090, 311(° HS) L. 13116° LAMI IG -118" OR 3/16° A (MIN.), 3118" OR 1/4" SPACE. 7118° LAMI - (311(° HS,.090, Mir HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIM NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 10112' MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 18 314° MAX FROM CORNERS. JAMBS: IF MAX FROM CORNERS AND 221/2° MAX O.C. TABLE KEY: O X 2+q+2 3 -ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON THE MEETING RAIL PLUS (2)ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL (3° MIN. O.C. ANCHOR SPACING) �+18 314" MAX I l -moi [--3" MIN. 9- REF. X O G. RAIL as piyftwhhhhtpbni6 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS BB=pm Cod (SHOWN IN TABLE KEY ABOVE) Dab 18314" MAX 1/2 ii{tll f-+ . MIN. `'\ ( LYNN 7 REF. X O ` rbN...... Asw MIG. RAIL _ No.58705 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS STA Fes: Qw JJ 1oh7H1 E NOC/!AH@ETF288HEEr NOKO0Ml8,,F1�34!'78 � ANCHORAQE3PACINf3 OXANDXOWINDOWS ALUM. HORIZONTAL ROLLERWJNQOW,IMPACT ��SS,RCOR10?'.• G`�, '��, ��NA�L���� .L/2 020N1 D ADMOIGOAPWOE TEM�ffpPBRED +30FfAWE FJG �emr C a�rra�rAerE#T08,,&80-r0TVALUEs�r0AAVMCAP P.C.egx,m NOI(OMIS, PL 30274 AL P.E Bk ams ptx Wsfbb Better a BW Fir. ?!28/08 LJ 929/06 1. Imia 10 a 11 41271 E .ems 0 • •0000• •••06• • • 0.• 900• 0000• •••0• ••090• ••000• • • • 9.006• 1314" MIN. E.D. TYP. 2x WOOD BUCK, MIN. 3.4 KSI + NOTE 3 CC4WRETE 1x WOOD i - 9.N@ -T 1 •0 MAX" • • • 9 SHIM 'dbNCRETE • • • • WOOD • • •ANCHOR, • ANCHOR 090 •NOTE 10 AIL NOTE 2 DETAIL B • •'+Ifib16AL FLANGE FRAME HEAD SECTIONS • •••••9 0000 1/4" ••••SHM • 1 1/4"MAX SHIM • MIN. 1 1 9•• r• WOOD CONCRETE ANCHOR i NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAAN-DARE COUNTY APPROVED 1/4" ELCO 1 318° TAPCONS EMBEDED 1 318" MIN. OR 1/4"SS4 CRETE -FLEX EMBEDED 1 314" MIN.. MINIMUM DISTANCE FROM MIN. ANCHOR TO CONCRETE EDGE IS 1314". FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4" 884 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 U4" THAN 1112". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. MAX WOOD SUCKS DEPICTED AS 2x ARE 11/2* THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD SHIM BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8083-T5 AND A MINIMUM OF 1B" 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 OTHER 111,411 MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. (15 KSI CMU) :v OR PER NOTE ` (3A KSI CONCRETE) ANCHOR, NOTE 2 NOTE 1I 1 314" EXTERIOR INTERIORMIN. E.D (H & SILL DETAILS A, B, C, D, & H) TYP. 2x WOOD BUCK NOTE 3 1x WOOD BUCK, �J SEE NAIUNt DETAIL E INTERIOR (JAMB DETAILS E, F & I) TYPICAL FLANGE FRAME JAMB SECTIONS EXTERIOR CONCRETE ANCHOR, NOTE1 MIN. 3.4 1/4" MAX. SHIM s WOOD ANCHOR, NOTE 2 E.D. TYP. .2. WOOD i *' .i • J ' DETAIL C Bum , DETAIL D NOTE TYPICAL FLANGE FRAME SILL SECTIONS Aft NOKOMIS, FL 34278 P -0-691=4 .O. BQX 1820 NOKOMIB. R 34274 DETAIL H (HEAD) NAILING .131 DUL MIN. x 2112" NAIL AT CORNERS AND 5" O.C. TYPICAL DETAILS G. H & 1. d SEE ,► NAILING DETAIL G (SILL) TYPICAL INTEGRAL FIN FRAMI P T ANCHORAGE DETAILS — ALUM. HORIZONTAL ROW Hsi* Berms, 8afwmQo8�e el1 Hwi N o eff 91 r 11 SEE NAILING DETAIL 1(JAMB) 4127-90 PROINWRI301113 eseamp ftwUhtheMerida 13a0dkgC t I— t t l ! V LYNN III/]. - t ........... ` * ' % No. 58705 C �iflF ~w� A. LYNN LLEFC P.B REA 511705 e