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WS-13-2595Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 211259 Permit Number: WS -11 -13 -2595 Scheduled Inspection Date: April 24, 2014 Permit Type: Windows /Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: MARIANO PINA, MIGUEL Work Classification: Window /Door Replacement Job Address: 349 NE 96 Street Miami Shores, FL Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT comments REPLACE 18 IMPACT WINDOWS & DOOR Passed Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Phone Number Parcel Number 1132060135910 Phone: (954)792 -4415 INSPECTOR COMMENTS False Inspector Comments CREATED AS REINSPECTION FOR INSP- 203155. No permit on site April 23, 2014 For Inspections please call: (305)762 -4949 Page 20 of 22 11 llgll3 —o� BUILDING Miami 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 PERMIT APPLICATION Permit Type: BUILDING NOV 15 2 13 r t FBC 20 4O Permit No. ' , ` Master Permit No. V" � 2 J 2-x95 ROOFING JOB ADDRESS: � ig— C (P S I, City: Miami Shores County: Miami Dade Zip: 33 136 Folio/Parcel #: 11 . 32-a .e . O 13 -5 n Io Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): � b&6 j" � • T tr1 a Phone #: JO✓ . 2 /T]. I 10 O Address: 1 A `l Ot%(57 01ce S City: %�t o9 L.UA 5WD&5 State: T!:�— zip: 5;51 ?>R Tenant/Lessee Name: Email: CONTRACTOR: Company Name: FL. HOME IMPROVEMENT ASSOC. Phone #: 954 -792 -4415 Address: 4070 SW 30 AVE City: HOLLYWOOD State: FL Zip: 33312 Qualifier Name: WAYNE THOMAS BURNETT Phone #: 954-792 4415 State Certification or Registration #: CGC061890 Certificate of Competency #: Contact Phone #: 954 - 792 -4415 ext 243 Email Address: PERMITS @FHAPRODUCTS.COM DESIGNER: Architect/Engineer. GARY McDOUGLE Phone #: 561 - 752 -5440 Value of Work for this Permit: $ d _)—) 3) Square/Linear Footage of Work: Type of Work: ❑Addition DAlteration ONew \WRepair/Replace ,� e Description of Work: Q 4=,Q j G le- ` �/` LAS 1 Color thru tile: _. . ODemolition Ar _, Z Submittal Feel < <� Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) N/A e"%. , k Bonding Company's Address City State Mortgage Lender's Name (if applicable) N/A Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT: Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose properly 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 fio be pr and a reinspection fee will be charged. Signature Signature Owne or Agent The foregoing ins men as acknowledged before me this day of 0 i, by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: / Print: M Commission Expires: -1117 APPROVED BY MATTHEW BIRKINS MY COMMISSION #FF033205 EXPIRES July 2. 2017 Contractor The foregoing instrument was acknowledged before me this day of , 20, -, by WAYNE T. BURNETT who is personally known to me or who has produced Plans Examiner Structural Review (Revised 3 /1212012)(Revised 07 /10 /07)(Revised 06110/2009)(Revised 3/15/09) and who did take an oath. NOTARY Sign: Print: CAROLI A MARTINEZ My Commission xpires: r A' �1d� MY t0%#EE =': EXPIRES: 6�cU3dwatos � �RfN�`�,, BondEdTt� Zoning Clerk Miami -Dade My Home My Home Page 1 of 2 Text only Report Homestead Fraud EM Property Appraiser Tax Estimator Property Appraiser Tax Comparison Portability S.O.H. Calculator Summary notaila. Prnnartw nntnrmaunn- rimary Zone: 11- 3206 - 013 -5910 nd Value: NE 96 ST LUC: LARISSA GARZON $156,785 GARNETT JTRS r IGUEL MARIANO PINA Floors: JTRS $333,866 NE 96 ST MIAMI e: HORES FL Lot Size: 138- Prnnartw nntnrmaunn- rimary Zone: GL FAMILY - nd Value: 250 SO LUC: ESIDENTIAL - $156,785 E FAMILY sJBaths: Floors: ssessed Value: $333,866 28,28 e: PGF Lot Size: SO FT ear Built: $283 866 $278,286 1 6 53 42 MIAMI $50,000/ ES SEC 1 AMD egal 70 LOT 19 & 20 ascription: LOT SIZE $50,000/ 0 X 115 OR 1050 081019 Asammmant Infnrmatinn- ear. 2013 2012 nd Value: $214061 164 uildin Value: $156,785 175,36 Market Value: $370,846 Taxable ssessed Value: $333,866 28,28 EYamntinn Infnrmatinn- ear 1 2013 1 2012 Homeste $25,000 1 $25,000 12nd Ho YES I '.S laranla Vanua IntnrmaNnn- r 2013 2012 Highway Applied Applied ng Authority: Exemption/ Exemption/ Water Taxable Taxable [County: Value: Value: ional: �,�/ �,�/ $283 866 $278,286 $50,000/ $50,000/ $283,866 $278,286 City: $50,000/ $50,000/ $283,866 $278,286 School Board: $25,000/ $25,000/ $308,866 $303,286 Sale Information: Aerial Photography - 2012 0 - 113 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 ( 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 gisCdimiamidade.gov. Web Site 0 2002 Miami -Dade County. All right: reserved. http: / /gisims2.miamidade.gov /myhome /propmap.asp Legend Property Boundary Selected Property dw Street Highway EN Miaml -Dade County Water 9/25/2013 t. /I 8pedaiE�p6te ®dn9 Ca8a3�et0. OIO. 1ti99-SW 30 Avamta, 80IDB 020 BOW" 88a011. FL 934928 FL CA a 00021 s �I V (mph) 115 100 FBC for HM or Wg 26J-ta Rick Cote"y 0 7661e 13-l. pav 2' Bupmam C section 26.7 Kd 085 T61. 26/.1. paw 230 Rrl 1 FIBom26.e.I.pW232. GCO O.. .0.18 035 pitrhofmof 3112 14.0dq- th m 14.0 depmoa 43.4 V M Fbida 40.1 llmwmd Palm Bwrh 36.8 RbkCat I 165 I 156 136 I La rkkro6umam sWde) Rf*C.L2 1'75 170 170 Reams RL+kCet 3A4 1 186 1 180 1 180 I E=,klF.OitLs 40.1 40.1 38.8 36.8 40.1 40.1 37.9 37.9 373 373 37.1 37.1 36.7 36.7 362 362 35.8 35.8 35.4 33.4 33.0 35.0 43.4 -53.6 -42.2 -51.3 -43.4 •53.6 41.4 -39.8 41.0 - 49.0 -40.6 -48.3 -40.2 .473 - 39.8 -46.8 -39.4 -46.0 -39.0 -452 -38.6 -443 39.3 39.3 40.6 40.6 38.4 38.4 38.0 38.0 37.6 37.6 37.2 37.2 36.7 36.7 36.3 36.3 35.9 35.9 35.4 35.4 44.0 -54.4 428 -52.0 -44.0 •54.4 42.0 -503 41.6 49.7 - 41.1 48.9 40.7 482 40.3 47.4 - 39.9 46.6 -393 45.8 -39.1 45.1 41.1 41.1 39.8 39.8 41.1 41.1 38.9 38.9 383 383 -38.1 38.1 37.6 37.6 372 372 36.8 36.8 36.3 36.3 35.9 35.9 -44.6 -55.1 43.4 - 52.7 44.6 -55.1 42.5 -51.1 42.1 -50.4 41.7 49.6 41.3 48.8 40.8 48.0 40.4 472 - 40.0 46.4 -39.6 45.1 41.6 41.6 40.3 40.3 41.6 41.6 39.4 39.4 39.0 39.0 383 383 38.1 38.1 37.7 37.7 372 372 36.8 36.8 36.3 36.3 45.1 -55.7 43.9 -53.3 45.1 -55.7 43.0 -518 42.6 -51.0 422 -502 41.8 49.4 413 - 48.6 40.9 47.8 403 47.0 40.1 46.2 42.1 42.1 40.8 40.8 42.1 42.1 39.9 39.9 39.4 39.4 39.0 39.0 383 383 38.1 38.1 37.6 37.6 37.2 37.2 36.7 36.7 45.7 - 56.4 44.4 -54.0 45.7 +56.4 43.5 -32.4 43.1 -513 42.7 -50.7 422 49.9 41.8 49.1 41.4 48.3 41.0 47.5 40.5 46.1 42.6 42.6 412 412 42.6 42.6 40.3 40.3 39.8 39.8 39.4 39.4 38.9 38.9 383 383 38.0 38.0 37.6 37.6 37.1 37.1 462 - 57.0 449 - 543 462 •37.0 -44.0 -52.9 43.6 -52.1 43.1 -51.3 42.7 - 503 42.3 49.7 41.8 48.9 414 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 39.8 398 39.3 39.3 38.9 389 38.4 38.4 38.0 38.0 373 373 46.6 -57.6 45.3 - 55.1 46.6 57.6 -44.4 -533 -44.0 -52.6 43.6 -51.8 43.1 -51.0 42.7 -502 42.3 49.4 41.8 483 41.4 47.1 43.4 43.4 42.0 42.0 43.4 43.4 41.1 41.1 40.7 40.7 40.2 40.2 39.7 39.7 39.3 393 38.8 38.8 38.4 38.4 37.9 37.9 47.1 -58.1 45.8 -53.6 47.1 •58.1 -44.9 -54.0 -44.4 - 532 44.0 -52.3 43.6 -513 43.1 -50.7 42.7 49.9 422 49.0 41.8 48.2 43.8 43.8 42.4 42.4 43.8 438 4l3 413 41.0 41.0 40.6 40.6 40.1 40.1 39.6 39.6 39.2 392 38.7 38.7 38.3 38.3 47.5 - 58.7 462 -562 47.5 48.7 45.3 - 543 449 -53.7 -44.4 -52.8 -44.0 -52.0 433 -512 43.1 -50.3 42.6 49.5 422 48.7 442 442 42.8 42.8 443 442 41.9 41.9 41.4 41.4 40.9 40.9 40.5 403 40.0 40.0 393 393 39.1 39.1 38.6 36.6 48.0 - 592 46.6 -56.7 -48.0 -592 45.7 -55.0 45.3 -54.1 -44.8 - 53.3 44.4 -523. 43.9 -51.6 433 -50.8 43.0 49.9 -42.6 49.1 44.6 44.6 432 43.2 44.6 44.6 422 422 41.8 41.8 41.3 .41.3 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 38.9 38.9 48.4 -59.7 47.0 - 572 48.4 - 59.7 46.1 -353 45.7 -54.6 452 - 53.8 44.7 - 52.9 44.3 -52.1 43.8 -512 43.4 -50.4 42.9 493 45.0 45.0 43.5 43.5 45.0 45.0 42.6 42.6 42.1 42.1 41.6 41.6 41.2 41.2 40.7 40.7 40.2 402 39.7 39.7 39.3 39.3 -48.8 -602 47.4 - 57.6 48.8 - 602 463 -55.9 46.0 -53.1 45.6 -542 45.1 - 53.4 44.7 -52-5 -442 -31.6 43.7 -50.8 43.3 49.9 45.3 45.3 43.9 43.9 453 453 42.9 42.9 42.4 42.4 42.0 42.0 413 413 41.0 41.0 403 403 40.0 40.0 39.6 39.6 49.2 -60.7 47.8 -58.1 492 +60.7 46.9 - 56.4 46.4 -553 45.9 -54.6 453 -53.8 45.0 -52.9 -44.6 - 52.0 44.1 -51.2 43.6 -50.3 45.7 45.7 442 442 45.7 45.7 433 43.3 - 56.8 42.8 46.8 42.8 - 55.9 42.3 46.3 42.3 -55.1 41.8 45.8 41.8 -542 41.3 45.4 41.3 -53.3 40.8 -44.9 40.8 - 52.4 40.4 44.4 40.4 -51.6 39.9 -44.0 39.9 -50.7 .0 .B 44.6 44.6 46.0 46.0 4 6 43.6 43.1 43.1 42.6 42.6 42.1 42.1 41.6 41.6 41.1 41.1 40.7 40.7 40.2 40.2 .6 -572 47.1 - 56.3 46.6 - 55.5 462 -54.6 45.7 - 53.7 -452 - 52.8 44.8 - 52.0 44.3 -51.1 46.3 46.3 46.3 4 9 1 43.9 1 43.4 00.1mm m 13 1 42. 414 41.9 41.9 41.4 41.4 40.9 40.9 43 - 403 1' p aafi ai Fjo+� e APPROVED BY DATE ZONING DEPT BLDG DEFT !� � 1 SUBJECT 1'0 C(-.MPI.,-'NCE Wl rH ALL FEDERAL STATE AN,) Ct IjN, f riL L_S AND REGULATIONS 1' p MIAMI SHORES BUILDING DEPARTMENT PRODUCT APPROVAL SCHEDULE / COMPARISON CHART Address: 349 NE 96 ST MIAMI SHORES, FL 33138 Permit No. Opening ID Window, Door or Mullion Product Acceptance # Product Approval Design Pressure Opening Design Pressure Rough Opening Size Shutter Required Yes / No Mullion Required Yes / No Impact Yes / No 1 WINDOW 11- 1013.19 +60.0 -70.0 +40.1 -53.6 361/4 x 56 3/4 NO 1.25 x 3.188 YES 2 y y y y y y y 11- 0922.01 y 3 291/4 x 701/2 y 1.25 x 3.188 y 4 271/8 x 701/2 .(, & 45 DEGREES y 4A 11- 092201 y 5 y y y y y y 291/4 x 701/2 y y 6 y y y y y 35 3/4 x 56 3/4 y y 7 -43.4 241/2 x 701/2 .(, 1.25 x 3.188 y 8 37 x 701/4 .j, 11- 092201 9 241/2 x 701/2 y y 10 y y y y y y y 1.25 x 3.188 y 11 37 x 701/4 y 11- 092201 y 12 .L y y y y y 241/2 x 701/2 y y 13 y y y y y -53.6 241/2 x 571/4 y 1.25 x 3.188 y 14 37 x 571/4 y 11- 0922.01 y 15 241/2 x 571/4 16 -43.4 251/2 x 40 3/4 17 DOOR 12- 0516.02 +75.0 -75.0 36 x 791/2 1s 1l 1 • 1 • 1( 41 J• 713/4 x 791/2 y y 19 WINDOW 11- 1013.19 +60.0 -70.0 52 7/8 x 56 3/4 y y r .1 ...1.._ •T . _f � 1 ;— ��•y"_T• -.° ._. _T _�.�_e_.i .. _ .L t._.}...��I �.�_._ _C.ZT^j " -. , ... _�.r —�— — r._t.. « .._.'..�_..js_;_ .`y..a__.�.. �.�. �- I !._.�.._- - I I tl^ 3�--- + -t•--� 1 1 D� I � .�__._!_ _:__L` 1',�.a- ...... +..- .._•_.. -.Y_. ..-T— -. i _` ._.5. —�— i _.i —��l 1 l ._t_ ._. 'lll` f_ —T�—•! _ � 1 ' "- '_l_. ".� 1 = I 1 r �•=- j'-- t�— �--- -� - .. -_-s- � .L,�._.� Y+.•.'_T� �t._...._ I - i _} -l.—i �._ ..}_�.t.._ a _� �'y� ! I _ f..— •-- 1 --«._� �_r.. i $e .�ii, .-� �{ _- . ��iF __ .. .___.a. i , i te ..�_i ._ _ . �-t r .! ..�_.i �. . . ' -., � . .y itI r : . -• . - .-_ i t It T _. y«a ,_._•.y_1i; . -_ � .L I �� -..-.LI . - ''.- _.� _;.r.y .^ , - "r - i I, I TL - _--" . - -. i --- ur 4- 4- L 14 _ � I - +�♦t � - - , .i i , --� � .li � -- . T' If ^-- ;,��(( 1 t( t - , - (It i� - l, .— _.•� � 1 ._� TC L -..�.�-- '.4I c --_-- - .— I - . .-,.it_- .- _- -_- ,1 j .f tt ._- - - - _ i�,_. .,_.... _ _ t ._ t� -: - - '---- ; --f- -- i-• ( -�.. �^I- i --^-- - -� --^:--�- - _.t _ ��. •_- f.- •4— .� -...p _.j...._ ,�� /I� _- _ — _ __. .},.,_ � _ ».1 .....— ,.may 1.- _,. -___ —. ..— '—. r T _ i MIAM1.0ADE MIAMI -DADE COUNTY L7.�'Y101 PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175 -2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE NOA www.miamldade.eoyhmra/ PGT Industries 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has, been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SH -500 Vinyl' White PVC Single Hung Windrow — L.M.I. APPROVAL DOCUMENT: Drawing No. 5191 -1, titled "Vinyl Single Hung Window, Large Missile Impact ", sheets l through 11 of 11, dated 08/07/08 with revision C dated 10/07/11, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 08- 0820.14 and consists of this page 1 and evidence pages E-1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 11-1013.19 &MM�r=NW Expiration Date: January 08, 2014 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. 5191 -1, titled "Vinyl Single Hung Window, Large Missile Impact ", sheets 1 through 11 of 11, dated 08/07/08 with revision C dated 10/07/11, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS I. 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 a vinyl fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5710, dated 08/13/08, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA #08- 082034) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2. 1, TAS 202 -94 along with marked -up drawings and installation diagram, prepared by Architectural Testing, Inc., Test Report No. ATI- 84576.41- 401 -47, dated 10/31/08, signed and sealed by Joseph A. Reed, P.E. (Submitted under previous NOA #08- 0820.14 For Reference only) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007 and FBC -2010, dated 11/25/08 and updated on 10/07/11, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM El 300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). Manuel P.E. Product Contral Ex miner NOA No. 11-1013.19 Expiration Date: January 08, 2014 Approval Date: December 08, 2011 E -1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 10-0922.09 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 12/24/10, expiring on 12/11/11. 2. Notice of Acceptance No. 06- 1220.01 issued to Spectus Systems - A Mikron Company for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 01/11/07, expiring on 12/26/11. F. STATEMENTS 1. Statement letter of conformance to the FBC -2007 and FBC -2010, dated 10/07/11, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 10/07/11, signed and sealed by Anthony Lynn Miller, P.E. 3. Laboratory compliance letter for Test Report no. ATI- 84576.0140147, issued by Architectural Testing, Inc., dated October 31, 2008, signed and sealed by Joseph A. Reed, P.E. (Submitted under NOA# 08- 482 0.14 For Reference only) G. OTHER 1. Notice of Acceptance No. 08- 0820.14, issued to PGT Industries for their Series "SH- 500 Vinyl" White PVC Single Hung Window - L.M.I., approved on 01/08/09 and expiring on 01/08/14. nue Peter P.E. Product Cont I miner NOA No. 1- 1013.19 Expiration Date: January 08, 2014 Approval Date: December 08, 2011 E -2 GENERAL NOTES: LARGE MISSILE IMPACT SINGLE HUNG BOX FRAME AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: A 314' LAMI I.G. GLASS COMPRISED OF (1) LITE OF 1AP TEMPERED OR ANNEALED GLASS, AIRSPACE AND BMW LAMINATED GLASS WHICH IS COMPRISED OF (2) LITES OF 118' ANNEALED GLASS WITH AN .080 INTERLAYER OF DUPONT PVB. S. 7!8' LAMI I.G. GLASS COMPRISED OF (1) LITE OF 110' TEMPERED OR ANNEALED GLASS, AIRSPACE AND 6110° LAMINATED GLASS WHICH IS COMPRISED OF (2) LITES OF 116' ANNEALED GLASS WITH AN .0801NTERLAYER OF DUPONT PVB. 2. CONFIGURATIONS:Ill AND PROMEW S. DESIGN PRESSURES: - 701 +8D PSF (ALL GLASS TYPES LISTED ABOVE) 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. C. IF A TEMPERED CAP IS USED MAX. DP IS - 6!X+60 PSF. 4. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT, MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. S. SHUTTERS ARE NOT REQUIRED FOR UNITS LESS THAN W. S. REFERENCES: TEST REPORTS FTL -6710. ANSUAF &PA NDS-20 01 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). P O 188 MOStOrypS, 1134314 (M.W S le Hura WMdow Lame ll9lsslle MNki4t aeaBe am.r�� Std da WS I 1 d 11 5181 -1 NOA DRAWING TABLE OF CONTENTS SHEET GENERAL NOTES ............................... 1 ELEVATIONS .......... ........... ».. »................ 2 GLAZING DETAILS .... ............................... 3 GLAZING DETAILS ..» ............................... 4 SECTIONS, I.F. FRAME ............................ 6 SECTIONS, BOX FRAME.. ».. »_....»,._... 0 PARTS LIST.». . »............ ».._.. ».._....... 7 EXTRUSIONS ............. ............................... S ANCHORAGE SPACING, BOX FRAME... 8 ANCHORAGE DETAILS, BOX FRAME..».10 ANCHORAGE DETAILS, I.F. FRAME-.... 11 PRODUCTRMSM ascmrpIft wtmthewwtda �P t a -10 copm i >� �wdk yNld bM14 p��y4SE . No 5aTp5 �I A , P.E. 6" MAX 0 X 55 378• FRAME O.D. 621!8" MAX. 6211W MAX. 48" FD(ED WIDTH DLO 48• FD(ED WIDTH DLO SEE SHEET 9 5. 4178.O.C. MAX FORANCHORAGE MAX 7�YP. MAX TYP. REQUIREMENTS i. r MAX / 33 914• 33 314" FD(ED FDO_D FIGHT DLO HEIGHT DLO 75" 7 MAX 0 O 10" 78114" FftAJM i O.D. 33314• 33 SASH SH BASH / HEIGHT DLO HEIGHT DLO •!� PRODUCTRBVISIip aompighrgwithft Florms n° nr,� G 60 9►d• �-46314'&&MWIDLO MAX 46 314" SASH WIDTH DLO ►SAX rr�rl TYP. BOX FRAME INTEGRAL. FIN MAX SIZE = 52.125° X 75° MAX. SIZE = 52.125° X 75° NOTE: �1oa 1. FOR BOX FRAME SECTIONS SEE SHEET 6 AND ANCHORAGE INFORMATION SEE SHEETS 9 AND 10. No 2. FOR INTEGRAL FIN FRAME SECTIONS SEE SHEET 5 AND ANCHORAGE INFORMATION SEE SHEET11. w= DD 91MM A PERA94694ADELETTERDATED 16OW8 w�it+m �•• '•Z� imwmp Vs ge4A� Da !ADDWWMAX DAMMONTO BOXM nAEaEV4rtoN p ''F{s,StON;�amm xolEiAIVOET7ES 7 Pa'9X' a Vin l SI a Hun Window, l a e MlssAe lm act Doan NOKOblIB, PI 34274 4 Baum a� t ne. roxa an A. L Id�NlILLL�t P E. D,a 8H600 ALTS 2 -'11 5981 -1 C FL P E.# 68706 6" MAX 0 X 41 ours/nE M0DUCr=Vj= �e"� L>� No �t�l• OPTWMAL 4 oPnolML 3 By pm6m, d FLANGE FLANGE �.�Ilur 3/4" LAMI I.G. GLAZING DETAIL 3/4" LAMI I.G. GLAZING DETAIL �YNN Mu 4FR1''�, WITH 5/18" LAMI GLASS AND. 1/8" CAP WITH 5/18" LAMI GLASS AND 1/8" CAP BOX OR INTEGRAL FIN FRAME BOX OR INTEGRAL FIN FRAME (BOX FRAME SHOWN) (INTEGRAL FIN FRAME SHOWN) D.G. 11/2m A FEMR LHi7SRDA'ivf0/ vw afar %��.''•, STA t p„'• 1=T8DHN0L0GY0M a GL47JNG DET AILS ,, O ..• atoR� °•� ��, .aLa u D, No cWMR+e TH✓s BHEET KOKOM FL SB Vin leaaw !j ndow, Large M lwem �4 tb •A, ' . 'LNSIONA�;�.E slzw Full E #68706 0vH0 � m � , • 3/4° OVERALL GLASS NOMINAL 3V4° OVERALL GLASS NOMINAL 18° LAMI GLASS NOMINAL 18° LAMI GLASS NOMINAL 1/8° ANNEALED 1/8° ANNEALED GLASS GLASS AIRSPACE AIRSPACE .090 DUPON7 .090 DUPONT 1/ai TEMPERED OR PVS INTERLAYER 1/8° TEMPERED OR PVB INTERLAYER ANNEALED GLASS 1/8'ANNEALED ANNEALED GLASS 1/8° ANNEALED GLASS GLASS 35 oR 36 35 OR 36 38 1'oli sos 369 F 9 BBMrrE 41 ours/nE M0DUCr=Vj= �e"� L>� No �t�l• OPTWMAL 4 oPnolML 3 By pm6m, d FLANGE FLANGE �.�Ilur 3/4" LAMI I.G. GLAZING DETAIL 3/4" LAMI I.G. GLAZING DETAIL �YNN Mu 4FR1''�, WITH 5/18" LAMI GLASS AND. 1/8" CAP WITH 5/18" LAMI GLASS AND 1/8" CAP BOX OR INTEGRAL FIN FRAME BOX OR INTEGRAL FIN FRAME (BOX FRAME SHOWN) (INTEGRAL FIN FRAME SHOWN) D.G. 11/2m A FEMR LHi7SRDA'ivf0/ vw afar %��.''•, STA t p„'• 1=T8DHN0L0GY0M a GL47JNG DET AILS ,, O ..• atoR� °•� ��, .aLa u D, No cWMR+e TH✓s BHEET KOKOM FL SB Vin leaaw !j ndow, Large M lwem �4 tb •A, ' . 'LNSIONA�;�.E slzw Full E #68706 0vH0 � m � , • 1/8" ANNEALED GLASS AIRSPAC 1/8" TEMPERED OF ANNEALED GLAW 39 40 OUTSIDE OVERALL GLASS NOMM AL r LAMI GLASS NOMINAL DUPONT INTERLAYER ANNEALED SS 31 OR 32 112" NOM J OPTIONAL FLANGE 1/8" 1/8" TEMPERED OR ANNEALED GLASS '011 rEll OUTSIDE IVERALL GLASS NOMINAL LAMI GLASS NOMINAL 3 INTERLAYER ANNEALED SS 31 OR 32 112° NOM I —GLAss BITE Korms., 7/8" LAMI I.G. GLAZING DETAIL � 7/8" LAMI I.G. GLAZING DETAIL �. Ly. 11 4F TH 5/18" LAMI GLASS AND 1/8" CAP WITH 5/18" LAMI GLASS AND 1/8" CAP ..... ' • voeNSe . R ' -- BOX OR INTEGRAL FIN FRAME C BOX OR INTEGRAL FIN FRAME �':' k - (BOX FRAME SHOWN} (INTEGRAL FIN FRAME SHOWN) • W, ame LLO. 1141, Do. me= rtawmm A PERAGAADVACELETTERDAng10%0 8 t10 CNAAtaE73ii8att�7 '1070TECHNOLOOrORNB � GLAZINGDEI'AILS KOKOLne.�►.aar�a T°` �a��, to Ic��l i� '•. gTA EOF •• 2: :C7.c••. ......... •`��• ''�SStONA� VI SI le Hu W/ndow La a Missile tm act ��, -�'` JJ 1W07H7 C AIOCHANQETFQS&fEE7 PA.B�JC782& NOKOMIS. FL 84279 Vwb y Fetter �NT14 I �� A D.6. x/08 sum 4 all 6191.1 C FILL P.E.11687705P.E. DAYLIGHT OPENING SASH 1 OPTIONAL 11 31 32 12 FLANGE 1 35 36 ° 1 40 41 360 40 41 ml OP DAYLIGHT 40 41 31 OUTSIDE OPENING FLANGE FDED 32 !' T"6 YP DAYLIGHT OPENING 35 MAX WMDOW WIDTH 38 HORIZONTAL SECTION (INTEGRAL FIN) 5 8 WMDOW 40 41 HEI WT 8 11 1 DAYLIGHT OPENING H PRODUCERBVWD as yi�pvltb thaFlmlda 13 gm wmpl 0wo T 40 41 No wav l4 11 BY LYNAf 3 HOT WELD CORNER ASSEMBLY VERTICAL SECTION F •. � * : '• (INTEGRAL FIN) (INTEGRAL FIN) 3 No. 88706 _ r � • �• J o Jo JJ • �; :�0�•. STATE OF ua ltvam A PERAVAAMAVEcerrr�DATmmsrros IAtTEORAt FIN IUMT LOOYCRWH 3ECTlOIifS, �'c`S' ZONAL na rnnera a nrowowoeTwsar NOKUMA awe '• S A# rv�mr c uo Trsswa?Eer Pa a rem 1/ln 1 Sln le Hun —WOW LAI a MlW to M d ''�� 0 D— cem � NOttOAAB PL84?74 yt rb{y $ , �` i° '- LFI�P.E # 7�OSP.E. D.O. QEm adteno NTS 6 d !! bl81 -! HOT WELD CORNER ASSEMBLY (BOX FRAME) Noxae�s�Fl.s�a VtrlbP,yBereer °�' ud ee..ww. ___._. BNe�c Ftelf 8 a 99 5989 -9 i j Qs'; EN .4F� No. saros '; u ern�oF' r� ol A. LQ Mili49 P.E. ITIBA DWG NO. PART # DESCRIPTION 1 9521 85183 Nffi3MLFNFRANEIIEAD &JANB 2 9871 89871 B0XFPAMEH9W &JAMB 3 9820 06184 WIS33WFNFRUSSLL, 4 9870 69870 BOXFPAMESLL 8 7940 65102 FRED MEMMPAIL 8 7128.1 65103 NEE IM PAL 1`000RC&MEJf 7 7942 I 85,08 SASH STOP 8 8873 68117 BALAN2 COVEtB 9 7092 65106 S1Si WTELLOOK 10 61644W Y&M.AUX270FNSFAI. 11 7092.1 65114 SASHRENFOMEVENT 12 7093 65168 SAWSDEPAL 13 7746 68113 SASH LFr RA6. 14 1669 716898P NRSUPPORTRATE 18 160110 71694 TITBALANCESNX'S 18 1886 7FPHPWFF PVOTBARS 17 76MLAW CANISWEEPLOCK 18 6492 1 78133SLM CAdASWEEPLOCKKEEPFR 18 8483 1 7B843WF WrPHOLE00VEi 20 7878RHIL RH7STLATCH 21 7MLHTL LHTLTLATCH 22 7165M ALLINLSCRENSB'+PORTPLAW 23 71038W WALLFDLEPLUG 24 71684K SELMOMM 28 71084AK SETBNGBL=- SE.FAU.gE9WE 28 MIFPMD( 6XVFH TECH (4103SPAWIED) 27 7812PPMDL 6X112°FH(4108SPAMED) 28 76X27PA410X BX2"THVWYL8CRDM88 21 78X110PA13410X 08X11/4" 30 BXIFFAX 08X1" ITEM I DWG NO. I PART # DESCRIPTION 7W LAM LO. GLASS: IV THVPERED OUFSOARD- 31 ARMCE- IV AN BkLED -.090 PVB WrERLAYER- IW ANNEAL ED (6N6" LAM} 7fir LAND LQGWS& IWAN EALEDOUTBOARD- 32 ASSAM- IV ANNEALED .080 PVB NMRLAYE3 - 1/8" ANNEALED (SW LANM 33 34 31C LAN LQGLASS:WTB 3ffWOUTBOARD- 35 AMMCE- 1i8"AN46ALED-.080 W8 NTERLAYER- 1ffAN-XALED(6118°LAN) . 3W LAN LQ GLAM. 1/8° ANNEALED OUTBOARD- . 36 A3SPACE- U8' ANNEALED -.090 We NTFRU4YE2- IW ARGAL.E) (818° LAND 37 38 39 SL1CaDEDOW 1199 40 6492 1 08112 GLAZM BEAD 41 8483 1 86148 SDL GLAZNG BEAD ITEM 5, FIXED MEETING RAIL MArL: White Ridged PVC by MIKRON Industries, Inc. DWG NO, 7940 ITEM 6, FIXED MTG. RAIL REINF. MAT,' Alum. (8063 -T6) DWG NO. 7126.1 NOXM08, PL 34276 P.O. BQX 1829 NOKOMIB, FL80274 ITEM 9, SASH INTERLOCK MArL: White Ridged PVC by MIKRON Industries, Inc. DWG NO. 7092 870—+ .080 215 �0 ITEM 40, I.G. BEAD MArL: White Ridged PVC by MIKRON Industries, Inc. DWG NO. 6492 v U 272 ITEM 41, SDL BEAD MAIL: White Ridged PVC by MIKRON Industries, Inc. DWG NO. 8483 ITEM 11, SASH REINFORCEMENT MAM Alum. (606346) .DWG NO. 7092.1 �� PARTS US7AND EXTRUSIONS I Sin la Hun !YG ow LMe Aft0® ALTS 17, a 11 — 5181.1 �,•�,�,�oN ...!fib �'• �EN`SF'•�Fp�: No. 08706 7tr .'z OR1OA..'.. 'nsC�� A. LYNIWMILLVK P.E. OP77ONAL FLANGE ITEM 3, INTEGRAL FIN SILL MAIL: White Ridged PVC by MIKRON Industries, Inc. DWG NO. 9286 ITEM 1, INTEGRAL FIN HEAD /JAMB MAIL; White Ridged PVC by MIKRON industries, Inc. DWG NO. 9287 ITEM 2, BOX FRAME HEAD /JAMB MAIL: White Ridged PVC by MIKRON Industries, Inc. DWG NO. 9288 ITEM 12 SASH SIDE RAIL MAIL: White Ridged PVC by MIKRON Industries, Inc. DWG NO. 7093 PA.801889 N'O1CDE88, R 84�i'4 G_.F. BOX FRAME SILL MAIL: White Ridged PVC by MIKRON Industries, Inc. DING NO. 9286 ITEM 13 SASH LIFT RAIL MAM White Ridged PVC by MIKRON Industries, Inc. DWG NO. 7746 SHM I Hoff 18 s 11 1 8191 -1 Rod" %% %,`it4N Mt( IS' Q *'� ' No 0705 A. LYNN Mh!L�'h` P.E FL P.E.# 68705 SOMME ANCHORAGE NOTES FOR BOX FRAME: 1. ANCHOR TYPESa 1 -3118° ULTRACONS 2 ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. HEAD - W MAX. FROM TOP CORNERS JAMES - Ir MAX. FROM TOP CORNERS* WINDOW HEIGHT) MAX. rFROM BOTTOM CORNERS ELF SILL - ANCHORS NOT REQUIRED " 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2 4. ANCHORAGE SHOWN FOR BOX FRAME WITH OR WITHOUT OPTIONAL FLANGE. 8. FOR INTEGRAL NAIL FIN FRAME ANCHORAGE, SEE SHEET 11. 1/1 WINDOW � 821/8° VMDOW IMSFUMEN—m- 24 28 32 O 40 44 48 ®m® "M"m 4L j4 1 il- 1 1 2 1 m�'m��m 1 ® , Ti 1 2 2 1 M J ©©©a 1 �'_'mI�_ 1:F2 1 2 1 2 1 2 1 2 1 2 2 1 ZA 1 12 2 Exempla: 52.125 x 75 For 1/1 Window s 3 ♦ Anchors required In the head 3 4 Anchors required below the MTR Anchors required above the MR Example: 52.125 x 82.500 For View Window s 3 Headit 3 3 4 2 2 Sash" Mad" NOTE FOR VIEW WINDOM USE VIEW FDM WNDOW HEIGHT FOR ANCHOR QUANTITY IN HEAD AND ABOVE THE MTR, AND USETHE VIEW SASH WINDOW HEIGHT FORANCHOR QUANTITY BELOW THE MTR MAXML M HEIGHT FOR VIEW WINDOW G 82112 °. NOTE; FOR VIEW WINDOW THE LARGEST CAN NOT EXCEED THE TESTED SIZE. i VIEW WINDOW t---- 521x8" --i NOxOM�,FLS4YI4 yVh" Blmw s N ' mom— .auao, TS 9 � 11 b181-1 MODUCr REVISED CO& Aeon No of x LYNN ` * ' No. 58705 A. Lyk4'L4lI!' W, P.E. FL P.E.# 55705 ANCHORAGE NOTES FOR BOX FRAME: 1. ANCHOR TYPESa 1 -3118° ULTRACONS 2 ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. HEAD - W MAX. FROM TOP CORNERS JAMES - Ir MAX. FROM TOP CORNERS* WINDOW HEIGHT) MAX. rFROM BOTTOM CORNERS ELF SILL - ANCHORS NOT REQUIRED " 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2 4. ANCHORAGE SHOWN FOR BOX FRAME WITH OR WITHOUT OPTIONAL FLANGE. 8. FOR INTEGRAL NAIL FIN FRAME ANCHORAGE, SEE SHEET 11. 1/1 WINDOW � 821/8° VMDOW 24 28 32 O 40 44 48 21/8 4L j4 1 il- 1 1 2 1 1 1 1 Ti 1 2 2 1 1:F2 1 2 1 2 1 2 1 2 1 2 2 1 ZA 1 12 2 1 2 2 2 2 2 2 2 2 2 2 2 x 2 2 2' 2 3 2 3 £' a 3 2 2 2 2 2 3 2 3 2 3 3 2 3 2 3 Exempla: 52.125 x 75 For 1/1 Window s 3 ♦ Anchors required In the head 3 4 Anchors required below the MTR Anchors required above the MR Example: 52.125 x 82.500 For View Window s 3 Headit 3 3 4 2 2 Sash" Mad" NOTE FOR VIEW WINDOM USE VIEW FDM WNDOW HEIGHT FOR ANCHOR QUANTITY IN HEAD AND ABOVE THE MTR, AND USETHE VIEW SASH WINDOW HEIGHT FORANCHOR QUANTITY BELOW THE MTR MAXML M HEIGHT FOR VIEW WINDOW G 82112 °. NOTE; FOR VIEW WINDOW THE LARGEST CAN NOT EXCEED THE TESTED SIZE. i VIEW WINDOW t---- 521x8" --i NOxOM�,FLS4YI4 yVh" Blmw s N ' mom— .auao, TS 9 � 11 b181-1 MODUCr REVISED CO& Aeon No of x LYNN ` * ' No. 58705 A. Lyk4'L4lI!' W, P.E. FL P.E.# 55705 AIN. 2x WOOD BUCK (SEE NOTE 3) OPTIONAL FLANGE SCREW #10 2x WOOD BUCK (SEE NOTE 3) ==I r-1 3/8° MIN. 1/4" MAX- SHIM JAMB .W/ BOX FRAME HEAD W/ BOX FRAME THROUGH FRAME INTO 2x WOOD THROUGH FRAME INTO 2x WOOD 1x WOOD BUCK (SEE NOTE 3) 3.6 KSI MIN. CONCRETE w' ; • f ; 1 3l8 +MIN. 1 /4° MAX SHI �+ - OR 1.8 KSI MIN; --� ..AW OPTIONAL FLANGE 114° MAX s SHIM .�.+ „ ,3118' ULTRACON • * eC. ;• �. • 1x WOOD BUCK 311W ULTRACON (SEE NOTE 3) ot=T JAMB W/ BOX FRAME HEAD W/ BOX FRAME `scomly?�1 t D THROUGH FRAME INTO CONCRETE THROUGH FRAME INTO CONCRETE Md *—No, reI!larl8a 1x BUCK OPTIONAL 1x BUCK OPTIONAL 14 NOTE I. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MW&DADE COUNTY APPROVED 3110" ULTRACON• EMBEDED 1318" MIN., DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1" MINIMUM. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #10 STEEL SCREW, EMBEDED 1 318° MIM. t t t ! 1 ! 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 112°. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD ��`0 ONE, LYNN BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. `.`� LICENSE' cop �� 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-TS AND A MINIMUM OF 1/8° THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD SUCKS. THE ANCHOR SHALL * No. 88700 * r BE A #10 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED. gzz )•l�) bG1 1fQi8/OB A FMAVA40CAVE LETTER DATE010/3WO 0% STA OF 1070TEONNOL06YIxMfE �-��T- ANCHORAGE DETAILS -BOX FRAME AXORIVI" AQ. 1?HBNB B NOCHANGE MSSHEET NW WG88. FL 34278 xe, •,,I�tSS� • • • • •• • • •,�� . .Lt 10N1h1 C NO 7M�SMMT P,O. 1ST Vtn l !2 le Hu Window Large Mlw& /m d ��,, OtYR1- sir sx onme case IL WV4 VJta * getter a eo�aM �` e°eetr t�x6 ea° A. LYNN MIL1l'_iki, P.E. U> tL 08/07/D8 Q AffS 10 r 1 f 6191 -i C FL P.E.# 58705 2x WOOD BUCK (SEE NOTE 2) 114" MAX. SHIM -1 I+ tt5° VIA. x 1 IJ7 NAIL, 2x WOOD BUCK 6" MAX. FROM (SEE NOTE 2) CORNER & 4118° O.C. a 114' MAX. SHIM OPTIONAL. oPnoNAI. FLANGE M FLANGE 118' DIA. x 1 112' NAIL, MAX. SHIM 2114' MAX. FROM 1/8' OlA x 1 1/2° NAIL,/ CORNER & 41B' O.C_ 8° MAX, FROM CORNER & 41/8' O.C_ 2x WOOD BUCK OPTIONAL FLANGE (SEE NOTE 2) JAMB W/ NAIL FIN THRU NAIL FIN INTO WOOD FRAMING NOTES: HEAD Wl NAIL FIN SILL W/ NAIL FIN THRU NAIL FIN INTO WOOD FRAMING THRU NAIL FIN INTO WOOD FRAMING 1. FOR INTEGRAL FIN APPLICATIONS IN MIAMI -DADS COUNTY, USE 118° DIA. x 1 112° NAIL. 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 112°. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE 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 ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6W3-T6 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #10 SHEET METAL SCREW WITH FULL ENGAGEMENT INRO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED. KOKOMtle,FL342M F,o.egx13x3 KoKaMIS,FLaa2ra sum I A" I 11 d 11 'tODt= IMI86D semnoyftwdhih0l od& MPradu¢t 0 LYN11 4f ��• ��ceNSF• No. 58705 s a: to/ An Fren/8 ORIO;' swile Impact 'SS /ONAI, 5181.1 C A FL P.E.# 587006P.E. M IAM I•i>eAQE MIAMI -DADS 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 (NOAH tivw�v.mlaml adegov_�uera! PGT Industries 1070 Technology Drive, North Venice, Fl. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the-expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series'1'GT" 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 distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises 140A # 10- 0819.05 and consists of this page l and evidence page E-1, as well as approval document mentioned above, The submitted documentation was reviewed by Manuel Perez, P.E. 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 I. Manufacturer's die drawings and sections. 2. Drawing No. 6300JR, titled "Impact- Resistant Aluminum Tube Mullions", sheets I 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 05105111, all signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA #10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007 and FBC -2010, prepared by manufacturer, dated 09/20/11, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance with the FBC -2007 and PBC -2010, and no financial interest, dated June 06, 2011, signed and sealed by Anthony Lynn Miller, P.E. 2. Proposal # 10- 1070 -R issued by BNC to PGT Industries, dated 01/07/11, signed by Ishaq I. Chanda, Product Control Examiner. G. OTHER 1, Notice of Acceptance No. 10-0819.05, issued to PGT Industries, for their PGT Series Aluminum Clipped Mullion — L.M.I., approved on 05/26/11 andlqxpitiffig on 05/26/16. 4 MpIri—el Perez, P.E. Product nt I Examiner NOA No. 11-0922.01 Expiration Date: May 26, 2016 Approval Date: December 08, 2011 E -1 SUITABLE FOR ALL LOCATIONS REQUIRING NON- IMPACT OR LARGE AND SMALL GENERAL NOTES; MISSILE IMPACT - RESISTANT PRODUCTS 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. OPTIONAI. IX OR 2X WOOD BUCKS IF USED. FIGURE 1: a1cHEe TORE FOR VERTICAL MULL MULTIPLE FOPENING MM MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. MULLIONS / -� BEE DETAIN INSMSED tN3mE 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS a D,o H HAVE BEEN TESTED AS "FREE- FLOATW G° AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL SHEETS 83 NOT HAVBA GAP OF MORE THAN 1/4° FROM THE CLIP. 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN L/180. THE 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 Bfifi DUa / I INSTRUCTIONS. ATMRSEE SHEST823 / 1 _ _ / III I 1 A DETAILS 8) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND ANCHORAGE I I i i ONLY TWO ADJACENT COMMON ITS AT A TIME WHEN USING THE THIS SHEET AND AND�HORAGEMTABLES. THE LOWEST DESIGN OPENING PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. MULL HElew LBrtoTH HORZONTAL 8) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). SHE OBraL E SHEET 3 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. FENESTRATION PROF ANY TYP6. MAr EE OF ANY 8) REFERENCE: TEST REPORTS: FTL4443; ELCO ULTRACON/AGGRE -GATOR NOAV; ANSIAFBPA NOS FOR WOOD CONSTRUCTION; MUSTBfi ADM - ALUMINUM DEIGN MANUAL MANUFAOTURED BYPGT. 8) MULLIONS AND CLIPS HAVE BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, AND ARE APPROVED FOR IMPACT AND NON- N4PACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH /SEE DETAILS POT - APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. HOAQONTAI SHEETS 2-3 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVFR. Muu LENGTH HORIZONTAL MULL INSTRUCTIONS: LENGTH 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT JOB"- FOR THE OPENING USING THE ASCW STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTH. 3) REFER TO SHEET 22 TO DETERMINE IF THE WIND LOADING IS "RECTANGULAR" OR "TWANGULAW/TRAPEZOIDAI.°. ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: h-- OPEN61G 4VIOTH� f LEGTH ful o H[atBiT A OPE d J° FOR HIO�I1IRLIIZ.. FSB�iHT L LGLE J- _ MULLION SINGLE MUl U0N SEE CORRESPONDING DETAILS FROM RGURE 1 ABOVE f-- FIORIZ. MULL LENGTH —y oPENwaM�n1 FIORVfiR11cALMULL ,� oPSwNOa�mTFl FOR VERTICAL MULL MULTIPLE MULLIONS GENERAL NOTES__...____.._...._. I INSTRUCTIONS ....« ......... _.._._ 1 ELEVATIONS..» MULL TO 2X WOOD.__._...»......_... 2 MULL TO 1X b MASONRY_.,.._ »M 2 INSTALLATION NOTES----- 2 MULL TO MASONRY...„..._._«. »... 3 MULL TO STEEL STUD._.......__.._. 3 MULL TO MULL.__.„........» »...__. 3 ANCHOR SPECS.._....__._...._ »._ 3 ALTERNATATE CLIPS___._.._ »4 BAY MULL INSTALLATION..........__ 4 1 X 2 X.126 MULL SPECS —_._ —S 1 X 2 X.373 MULL SPECS . ..... ».. S 1 X 2.73 X.378 MULL SPECS._....._ 7 1 X 2.73 X.83 MULL SPECS....».p_8 928 X 3.188 X.288 MULL SPECS.. 12 2 X 8X26 MULL SPECS__._ 14 120X 2.11 X.126 MULL SPECS.... 1b LOADING 4) FIND THE CHOSEN MULLION'S MULLION CAPACITY US /FT°) FROM TABLES 1A THROUGH 13A, ON SHEETS 8 THROUGH 17 RESPECTIVELY, USING THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). THE MULLION CAPACITY (LBSIFT9 OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT dSSIFT°) FOR THE OPENING OBTAINED IN STEP 1). b) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FWD THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED 098 )CAPACITY , THIS VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. 8) FROM THE ANCHOR CAPACITY (.BS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE ANCHOR/SUBSTRATE/ANCHOR -CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR CAPACITY IS MET. 7) IF THE MULLION CAPACITY (LBS/FTa) OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT ILBSIFT°) FOR THE OPENING. YOU MAY USE THE *ANCHOR CAPACITY ADJUSTMENT FORMULA° TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE 8) VERIFY THE DESIGN PRESSURE RATING (LBSIM FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION CAPACITY (LB3/FT% OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION PRODUCT ASSEMBLY. B) HIGHUGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. PRODUCTREVISED owwffis Sx UteFlMtde ac-Pimm No1L- 2W" \YNN .j /�.F�� is r No. LU 58TH .� ao) i'Q ST v :'• ��: D.t� ••. FtOR \04: G �� A. LYd1ANIILQE131P.E. FL P.E.# 88705 DETAIL A: MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) SEESHEETB 18.20 FOR HOLE LCCATICNB DETAIL B, MtuLl la1 $ MULLION ATTACHED TO IX BUCKmw g WOOD BUCK AND MASONRY AMID P°R� TE• Ise AOMMENT a (STANDARD CLIP SHOWN) BY B 80 TABLE81 &'� d am NOTE 1, SHEET L �, } $ I , ° "° � I i • MOV 2Ti�1 •'•A� � ~,' • EDGE � N .Q I 1 CONCRETE OR CMU' �I,DIBTANCE, • ° a I •� EDGE DISTANCE & os TAELES °, I • d FOR MASON!" • o 111 Q ° G ANCHORS .. s i j I SIDE VIEW a: O ' � '° a EIT1tEFtTHE d e+/ ° • A ° •.d .. OFFSET MULL 'Z• EXTERIOR ;< ° ` , INSTALLED BY TF08 METHOD N FOR ° MASONRY ANCHORS LI °. v.e °• °. �� INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HE*M OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. 8) FOR MASONRY APPLICATIONS IN MWA -DADE COUNTY, USE ONLY MIAMI -DADS COUNTY APPROVED ELCO ULTRACON OR ELCO 114' S.S. AGGREGATOR MASONRY ANCHORS. 111UII1-rjj 'I T.T ............ .. n R' No. 58705 'O •. mil' 11 • �� $T OF (p.� A. LYNNIMI, P.E. FL P.E.# 68705 TYP.ANCHOR TYP. ANCHOR PERSUBOTRMTE, TYR ANCHOR PERSUBSTRATE, PBRSUBSTRATE, SEE TABLES 13•10B SEE TABLES 13-10B SESTABLF81BA0B EDOEIEND DISTANCE BUCKET" BUtB(BTRHP gryp 9EH TABLES 1 &10B •• • •... .•,'; : T : « •'. - E �p .• .., ..RO. ;� AND ATTACHMENT BY OTHERS, 's ...r ^. •e, s•'t ATTACH ENT BYOTHBRB `.. • {•;• y e. .e * r! e'•.i .j, �'�,i •. �. 80ENOTEI, SHEET I. `.' .:, SEE NOTE 1. "•' �c a:. , ,. .. .. * •. ,y. :. :�; e:'� ': `••::. ,fie•`• }•: :: '•i . �;' SHEET I. .. .. '. :: :.. J•. .. .. • MM2.7KSICONCRETEORCMU SIDE VIEW FRONT VIEW FRONT 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 CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HE*M OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. 8) FOR MASONRY APPLICATIONS IN MWA -DADE COUNTY, USE ONLY MIAMI -DADS COUNTY APPROVED ELCO ULTRACON OR ELCO 114' S.S. AGGREGATOR MASONRY ANCHORS. 111UII1-rjj 'I T.T ............ .. n R' No. 58705 'O •. mil' 11 • �� $T OF (p.� A. LYNNIMI, P.E. FL P.E.# 68705 DETAIL C: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CLIP SHOWN) ERF�R THE 8TANDARD OFFSET MULL CI.d' MAY BE PIBTALLEDBY Tf08 METHOD INII r � d MIN2J M CONCRETE OR CMU FRONT VIEW R" _ R' y EDGE ... _Sm TO SEE UN2 IT Km CONCRETE OR CMU .18.105 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 CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. 6) FOR MASONRY APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DARE COUNTY APPROVED ELCO ULTRACON OR ELCO 1W S.S. AGGREGATOR MASONRY ANCHORS. DETAIL E: -I 1�MBL MULLION TO MULLION INTERSECTION (U -CLIP) VAI MS EXTERIOR \� SEE SHEETS 1M FOR HOLE LOCATIONS - wsrANDE - [mx= BEETABLEB 1&108 SIDE VIEW DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SH TM ANMW PERSUBSTNATE. SEETABLE81 &108 MUWO FOR STEM STUDS .THW MTHAI 180AAW COMPLIANT WRH THE FL BU CODE, A 2X WOW BACKER MUST USED NOTES: 1) FOR 2X WOOD - BACKED STEEL STUDS, WOOD ANCHOR VALUES MAY BE USED. 2) SEE CORRESPONDING MULLION TABLES, SHEETS 6.17, FOR QUANTITY OF SCREWS. SIDE VIEW L ,1 \\wttlllrri, XX ' VCENS@ ccp* 1k'• 140.68705 .�� •.!.CO...... Gi��• rsS10NN- �;••�• A. At+l At ER P.E. PL P.E.# 66705 NOTES: 1) MAY BE INSTALLED IN °TEE° OR "CROSS°' f ) INTERSECTIONS. 2) MAY BE INSTALLED HORIZONTALLY (SHOWN) OR VERTICALLY. 3) SEE "UP DRAWINGS, SHEETS 18-20 FOR CORRESPONDING MULLION. �a F Y iP T 13 I M EXTERIOR \� SEE SHEETS 1M FOR HOLE LOCATIONS - wsrANDE - [mx= BEETABLEB 1&108 SIDE VIEW DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SH TM ANMW PERSUBSTNATE. SEETABLE81 &108 MUWO FOR STEM STUDS .THW MTHAI 180AAW COMPLIANT WRH THE FL BU CODE, A 2X WOW BACKER MUST USED NOTES: 1) FOR 2X WOOD - BACKED STEEL STUDS, WOOD ANCHOR VALUES MAY BE USED. 2) SEE CORRESPONDING MULLION TABLES, SHEETS 6.17, FOR QUANTITY OF SCREWS. SIDE VIEW L ,1 \\wttlllrri, XX ' VCENS@ ccp* 1k'• 140.68705 .�� •.!.CO...... Gi��• rsS10NN- �;••�• A. At+l At ER P.E. PL P.E.# 66705 DETAIL F: FIELD - MODIFIED MULLION CLIP (F -CLIP) SEE DETAILSA-E, XWEM 2 Arm 3 FOR INSTALLATION TO SPECIFIC SUBSTRATES. SIDE VIEW SHOWN WITH 1'x 41x.128' MULLION NOTES FOR INSTALLATION OPTIONS F- 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 128° X 2.11' X.123' MULLION. 2) SEE TABLES 18.703 FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. 3) THE 2X3 CLIP IS NOT SUITABLE FOR THIS APPLICATION. DETAIL G: ANGLE MULLION CLIP (ANGLE CLIP) T P S EXTERIOR DETAIL H: BAY MULLION INSTALLATION (ANGLE CLIP) IMO WOOL. V%ox i S 1 O NOTES FOR INSTALLATION OPTION G & H: 1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION. 2) DETAIL G: SEE TABLES 1 B-11 B FOR ANCHOR QUANTITIES AND SHEETS 1 &20 FOR HOLE LOCATIONS. 3) DETAIL H: SEE TABLES 128 OR 1313 FOR ANCHOR QUANTITIES AND SHEETS 18.20 FOR HOLE LOCATIONS. With ft Flod& !✓ .� \1111111 ..)jl� Qy '•.'1c 5870: i A LYNIdIiI1LLEIR P.E. FL P.E.# 88708 TABLE 1A KU I G rUK T Kt UrrSEr CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: 07 11 • FIGURE S Mullian Cqpacity Table SEE SHEETS 2-4 FOR GENERAL. INSTALLATION METHODS. 1.0m° AaaePtence (� 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. l� ANGLE CLIP MUST BE USED IN PARS, OpaltngtlUMth(for mW9 muMon3) orOpeningHatght (for mu0ore) %i t I 1 I I 1 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT - FILLED '12V � 4. . . GENSLc ' �i CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM GOD. WOOD SHALL BE PRESSURE TREATED f YELLOW SOUTHERN PINE WITH W In 8o N * No. 58705 70 in 80 in so in 100 Mn 120 In 140 in 18010 1 x2 x.128 Re Bar Lcaft Trepr6teng. Loading R -MMulm L-ft Tmplftn¢ Loadim Rmbmgl&r Loaft I TWOMWO. Raoten8mer Load" T'eR mil. Loaft RmtmgAer Lomft Ttap?dang Loaf Recta ft I -amAnB T'Loade09• �n8 RactanBAar Leaft Willmlg. L-ft Red-Play LWAM 'wThari Loamn2 Re�enBWm LaacB� Trepfrtbmp, Loaft AIUFFLTWM muman if 42N MIA 408 1x89 332 03.2 408 1189 318 7 &0 408 107.8 3•GI 89.8 408 100.4 310 0'21 4W 1010 319 G &9 408 100.0 $1e 49.8 408 104.0 310 38.8 408 100.0 318 3&0 408 104.0 818 46 In 74.8 $12 83.8 258 824 312 7&4 252 83.3 312 07.0 248 48.8 312 032 248 41.0 312 81.3 244 379 3tZ 61.0 244 $1.2 312 01,0 x94 2&8 312 81.0 144 23.4 312 619 244 80.825 in 83.8 281 76.8 294 83.2 1 281 61.8 228 448 281 847 224 3&8 281 82.1 222 $8.8 281 8M1 220 81.8 281 4&9 216 289 231 49.3 218 x20 201 4&3 218 20.0 281 49,3 219 54 In 02.8 247 87.6 207 43.9 247 4 &8 '202 37.6 247 449 199 329 247 419 188 20.2 247 $8,4 184 2&3 247 38.4 103 21.0 247 3&1 103 18.8 247 90.1 193 18.4 247 90,1 189 0061 3&4 •20 412 170 32.0 20D 3 &4 180 VA 200 319 189 249 200 289 160 219 200 27.1 169 102 200 a &9 187 1 &0 200 2&0 188 0 83 in 33.1 181 38.3 158 27.6 181 309 162 23.7 101 2&9 149 20.7 181 x0.8 148 %4 181 228 144 18.8 181 21.7 143 as in 23.8 188 90.8 142 24.0 168 28.1 139 240 180 23.1 138 1 &0 188 21.0 134 721n 222 130 239 120 1 &8 108 19,9 118 1 &0 180 179 719 mM 1&9 128. 1 &7 109 1 &7 123 1 &e 107 H 78 b 17.8 118 182 109 1 1 TABLE 16 -.1 AnOhor(ep Table III*) ANCHOR CAPACITY ADJUSTMENT FORMULA: subataft 27k Cmeaele sm cow. I Nalaw cmu FOW CMU PT WSOd mew ANCHORCAP.,,g„„ (Op-) X � , =ANCHOR CAP_ MULLION CAP.,, Andes Clip Patter/m AnchwTrm env qco ul mal Mir .46 tr4° e" ummon 4WmoII amr 1000 tlltramn 774° O& qao 8119^ q0o tr4.88 Eioo 910 89eN Ott 8deei BM Steal W Ehm Ubum W so Elo 1 V El A9 as tm 010 O a6) 1012 mew eo wool) .®, USE THIS FORMULA TO OBTAIN THE *ANCHOR aete 4e Bnx r x•112 1 1- 2-IW 3.10 1 r 2.VX 1• 1 2.1M° r 3•UB° r .34^ 0. 924° CAPACITY REQUIRED* CORRESPONDING TO AN Embemnem 9n 1-W 1.3/4° 2 Atgho•a 04.79• . / of COp (Flg. 1): 886nu 300 no 1x44^ 1-314^ r t -lW 1 -v4° 480Iba 880 ma 14" 1bs 2m nx 2808m 1-V4° 1 -lW t -174" 1 -trr r ate (99a rote 4) 384 7409re 409 me 994Ilm 1192 ms ACTUAL PRESSURE REQUIREMENT FOR THE OPFSIING, WHEN IT IS COINER THAN THE MULLION 4 ARM= G 1.18° Mh O.M I &landmd ( -oftw) Up (IT9. a): 400 Ws 700 nq WA WA WA WA 38603 D 1� WA WA WA P2A WA 6 me Mme 1120 ma CAPACITY (FROM THE TABLE) OF THE SELECTED 4 Amhma ®3! A1In. O.G. l ('� 2x9 AI1g(e Clips Bag, ax Teo Om MEW 880 in t88fl en 1888 me 840 an 8e0 � WA 790 ma Nome Sao me 2334 Ills -09 Om IMANA tt20lbe MULLION. IT WILL YIELD A MINIMUM ANCHOR a Amhae Q 0.48' Nln O.0 ! LLdfp bdo 178 Amm (Ft9. 4J WA WA WA WA WA WA NIA WA WA WA . WA WA 718 Ibe CAPACITY WHICH MAY BE USED TO QUALIFY 1Amhm1F- 6np(Flg.5): 155 me 195 me 22s 110 448nm 822313 138Mba 140 me 177me 370 Om 234 are 332lba am ma 0 ma x80me ADDITIONAL ANCHOR OPTIONS FROM THE 2Atro=QI.18Nm0.OJF.Wp(FTg,O}: 240me 360me WA WA WA WA 190ms WA WA WA WA WA 008 BBOma ANCHORCAPACITYTABLE. KU I G rUK T Kt UrrSEr CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: 07 11 • FIGURE S 1RtODUCTItEVISBD as complyhm With dw Plarl b SEE SHEETS 2-4 FOR GENERAL. INSTALLATION METHODS. 1.0m° AaaePtence (� 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. l� ANGLE CLIP MUST BE USED IN PARS, FIGURE 4: FIGURE & FIGURE 8: • • • • *1 VIII n �x TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. 1RtODUCTItEVISBD as complyhm With dw Plarl b SEE SHEETS 2-4 FOR GENERAL. INSTALLATION METHODS. 1.0m° AaaePtence (� 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. l� 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 BY THE FIELD F O L L O W I N G DIMENSIONS S H O W N ON SHEETS 18.21% �� %i t I 1 I I 1 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT - FILLED '12V � 4. . . GENSLc ' �i CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM GOD. WOOD SHALL BE PRESSURE TREATED f YELLOW SOUTHERN PINE WITH •Fp a )r AN SG OF 0.85. ALUMINUM SHALL BE 8083 -T6 AND BE A MINIMUM OF •1213' 1 THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .048° THICK (18 GAUGE). STRUCTURAL STEM TO BE AT 1° X 2° X .125° MULLION LEAST .125° THICK AND A38 ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND * No. 58705 THE MATERIAL Cl o1 11- �Q'• ST TEOF a: A. LYII MIIS1tR P.E. FL P.E.# 08705 TABLE 2A wrrac, -F, - , HE SPUME AN9inOR PA r : AW ANGFWR VALUES AB THE STANDARD CLIP. 64 FIGURE t momon Capacity Tabs PRODI=RBV(SBD 4m emnp)p(9gwilb tha L*IDWIa O O • • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. "WIstam Cod* AeceWetteo ' Opening Width (foner8caliy spenNtlg mu0ors) or Opening HetgM (for IarizoNa*spanndlg mumore) 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDADR OPENING WIDTHS IS ALLOWABLE. M in BO In 70 b BD N N in 10D in 1201n THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. ANGLE CLIP MUST BE USED t48 1n 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT - FILLED 378° CONCRETE /M N FIGURE 4: 1 x2x.376 Redmodm Loaf9 i TmpRdam L-Aq Loaft Tmp7Mimg. Loatmg RectmguW Lowho _ = �( Q TmOTrb . Lon" Reatm%Wa7 Loe01n(t TmplTdmg. L-wft Reoten90iar Laedbgl 71aprTdmg. L�9 Rntan9War toaft Tmpfiien8• Loaft ReolmgWar Loafg 7rs>dM1mg, Lam" ReWan9Wm L=ft TmplT4mg, Lcaft Reote�We7 LwdlnB 7t wuwrB• L=ft AlunTube Mullion I h I h I h fill', 11 h 1 11 11 111 fill, I h I I a I I a 1 11 1 11 1 1 1 1& 1 421E 17&0 825 170.0 438 161.3 882 170.0 478 125.7 682 17&0 6N 11 &8 882 18 &8 818 100.8 O2 166.8 61-1 00.8 882 1M.8 817 7A7 882 168.8 817 84,8 692 18 &9 817 W.7 802 189.0 817 48N 121.8 607 19&0 418 tOtA 807 1792 410 B&6 807 10&7 4M - 79.0 807 902.8 NB 87.0 907 98.8 387 80.9 807 0&0 3N 8 &7 897 M.0 388 43.4 807 M.0 3M 9&0 807 M.0 998 908.7 4M 379 88.4 4M e&B 371 74.7 4M 80.6 984 64.8 455 84.8 380 87.8 4M 61.3 887 91.6 48 M.0 3M 43.2 466 M.0 SM 37.0 4M M.0 3M 32.4 4M 60.0 3M 6410m 80 M 8&4 400 03.3 99,9 998 71.2 OOD 80.9 925 81.0 400 727 37d 8&4 400 W.8 $18 47.8 400 04.0 318 4,11 400 82.3 914 3&8 400 81.8 819 30.8 4M 87.8 313 2 &7 400 81.8 919 win 828 924 M.9 we 81.9 324 Ims 270 44.8 S24 812 294 3&B 324 4&9 2M 30.6 324 43.8 267 $1.1 924 42A 2M 2 &0 324 40.8 � 2M 222 324 409 2M 19.6 924 40.6 %9 63 In 83A 204 67A 262 44.8 294 492 246 M.4 284 43.8 241 3 &8 204 39.8 &97 2&8 204 37.1 284 2.9 284 362 222 22,4 204 33.6 290 19.2 M4 3&4 230 1 &8 204 33.4 230 e Min 4&8 2M 49.8 230 39.0 289 42A 726 NA 258 $7.8 221 282 2M 34.1 208 28.0 2M US 215 25.4 9 &8 2M 2&0 210 M7 M8 27.7 209 14.0 2M 27.7 209 MN 3&0 228 37.8 196 M.0 225 922 181 26.7 225 2&4 1M 228 220 2&8 168 20.0 226 23.6 182 1 &0 1 &0 226 20.3 177 129 225 10.8 978 11.3 228 1 &B 176 90.8 202 320 177 2&8 202 272 M 21.0 202 23.9 170 192 '262 M1.8 187 17.0 202 10.7 iM 1&9 129 802 18.7 180 10.9 20'2 1 &9 188 &6 202 1 &8 188 76 bt 2&9 192 20.6 1M 298 162 25.1 1M 202 182 22.0 162 17.7 102 10.7 1M 1 &7 177 1&1 167 142 W120.6 11.8 192 9 &2 182 90.1 190 94.4 1W &8 182 74.2 1M Min 18.8 144 1 &0 128 18.4 144 1 &1 125 es 1 162 1 127 1&$ 113 TABLE 2B Ar7c horC Table (IIx3) ANCHOR CAPACITY ADJUSTMENT FORMULA- 27k Oonm1do &62 GO Kau=ONU Pmed emu ood mew ANCHOR CAP.,@°„ (OP-) X( , =ANCHOR OAPs,, MULLION CAP.,,,„„ ArctlorCUp P11. AnObOriypa: 3118• EIaoNOeoeD 6118• a4o 974" EYoe lAlrmon 8118" EIOe UOmom, 114" as Elm BJ78" tlao Va° Bs 9009 010 BteW 872 Steei 174• Bloo UtrmmO m Ukmwn AMOCO W Sc"(" Bonnr(C46) Agg 912 8teW emma (Otg USE THIS FORMULA TO OBTAIN THE ANCHOR Edae txetmme Ml r 2 -112" r 2.117 8•U8• r 2-1W r 2.1w 7 3.116" r 048• o.64• 0.32x^ CAPACITY REQUIRED' CORRESPONDING TO AN Embetlmmd on 1.314` 1414• t•97a" 1.914• 7 I-we 1 -V4• 1 -1w 1 -V4" 1.114• 1 -V4• 7 1.318' 7.306' see rnm d) ACTUAL PRESSURE REQUIREMENT FOR THE 2 AW&S 4.76• Nam o a I stmwma o7 obeet onp (m tY 990 Mn 3N me 4M Ibe MO M s 9844 m4 270 On 280 M 3-54 [be 740 roe :m me 884Ibe 1182 Mn 325 roe 420 roe BM Mm OPENING, WHEN IT 18 LOWER THAN THE MULLION 4Ain6me ®1.18` Bail0a / Siandmd {or OBa41) CMp pig.2): 4BOON 7001be WA WA WA WA 380 Mn WA WA WA WA so Um 840 Mn 1120Ibe CAPACITY (FROM THE TABLE) OF THE SELECTED aAnoMm ®3°69no.C.1R)2x6Ageta(m1�.sp 7Mtw 780 ma MOme 18Mme iMBIDH 640038 Home WA 760 roe m1bs Rome 23M Ma mMn 9400. 11251be MULLION. IT WILL YIELD A MINIMUM ANCHOR 2 Anohas (S 048° O.a i U•0lip, INO 9!8" Axun. (Flg. WA WA WA WA WA WA WA WA WA WA WA NA WA WA 71O US CAPACITY WHICH MAY BE USED TO QUALIFY 1 AmW1 F-CI1p ft 6): 9N Mn IN me 225 [be 445 me 822 Un iN Mn 140 ft 177 Mn 370 ms 234 me 332 me 491 me M1e 210 Ws - me ADDITIONAL ANCHOR OPTIONS FROM THE 2Amltma 1.78•x99 O.Ol Fr,Bp Bk 2409--, SMme WA WA WA NA tN ma WA WA W WA WA 925 me : 425 Mn e am-1 ANCHOR CAPACITY TABLE. wrrac, -F, - , HE SPUME AN9inOR PA r : AW ANGFWR VALUES AB THE STANDARD CLIP. 64 FIGURE t FIGURE 2 TABLE NOTES: PRODI=RBV(SBD 4m emnp)p(9gwilb tha L*IDWIa O O • • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. "WIstam Cod* AeceWetteo ' SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. tow f-- 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDADR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. 2.009* ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN IMBED HOLES. HOLES MAY BE DRUM IN A U 1 t ....... r ' •. FQ ii THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. ANGLE CLIP MUST BE USED IN PAIRS.`�� 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT - FILLED 378° CONCRETE jOENSF FIGURE 4: FIGURE 6: FIGURE 8: BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C400. WOOD SHALL BE PRESSURE- TREATED No, 58705 me YELLOW SOUTHERN PINE WITH AN SG OF 0.88. ALUMINUM SHALL BE 6083 -T8 AND BE A MINIMUM OF .126' 1" X Y X 376° MULLION LEAST STEEL STUDS TO BE A MINIMUM GRADE 33 AND .SH THICK N GAUGE). STRUCTURAL STEEL TO BE AT LEA87.126°THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 9 SCREW THREADS BEYOND _ = �( Q THE MATERIAL �y •, w O O i � PLORUOP •' (� ; /1%NAX -. A. Ll W MILLER, P.E. FL P.E.# WM TABLE 3A Murton Camily Cam Table Opening fNioith(forlaeNceOpepa 7081 as In mu0ons ) orOPerikgHelght (forh0r@ol6a0y9parodrga lo7m) sour 10010 1M In 1401n lm in so in 8081 1 %2.78% .378 Alum. Re41e ar LOAM Tep7lHmV. Loeae� RealOn9 w 1.vem� Treprldwg l+oamn2 ReWmgiWea LoaeVtg Tmldia18n8• loaddre Remen9mar TlepMUM. lmmn9 Reoten2me7 L n9 TepRAmt2. LoedlnB RmIelgWet Loed812 TnOaTaelO. L-ft R eateft Loetlbt2 Treplafem Loaaln2 Re-*- Lwft TtwTft2. LamM9 ReGmgryiaz Los4Lm TeoMm. Los1ona Tube Mumon a a 40In 170.0 820 170.0 438 170.0 744 170.0 478 170.0 888 170.0 am 170.0 902 170" 618 170.0 1118 170.0 ON 170.0 1240 170.0 621 148.7 1301 170.0 821 147.6 1307 170.0 821 111.6 1301 fl0" am 481n 170.0 709 1740 824 170.0 880 170.0 864 170.0 992 170.0 830 170.0 1133 170.0 861 181.8 1199 170.0 877 190.8 1139 170.0 880 119.9 1130 170.0 880 07A 1196 170.0 880 86.4 1199 170.0 BM 80.626 to 170.0 747 1740 869 170.0 8M 170.0 631 107.6 1002 170.0 OWN 143.8 1092 170.0 729 Ina 1032 170.0 747 117.4 1032 1740 768 97.0 1032 170.0 788 892 1094 170.0 788 73.4 1082 170.0 788 648 1740 767 170.0 1.3 M7 170.0 691 1382 907 184.7 730 120.0 807 162.8 7M 107.0 907 148.0 714 968 907 141.1 710 848 9W 140.0 709 80.7 007 140.0 700 60.8 807 140.0 7W 8081 141.1 736 181.8 7.8 796 7943 811 700.8 795 1140 BM 882 786 1m.P 880 784 798 99.8 883 748 799 89.1 878 88.8 796 91.8 674 80.4 798 81.8 674 44.1 738 91.8 874 Mb 121.9 888 190.0 1.8 888 111.8 887 87.0 888 88.8 647 742 888 941 898 87.7 888 89.9 891 849 888 78.8 878 80.8 888 78.8 821 49.8 808 78.8 621 881 888 78.8 827 BB In 1080 807 1124 B.9 897 90.1 611 787 807 86.0 801 81.4 807 77.1 489 888 807 71" 488 83" 807 W.8 491 44.2 W'/ 884 478 87.8 807 827 474 38.1 807 827 474 7IIN 81.6 810 N.S 80 810 79,0 10 84.9 4M 484 610 69.6 410 40.6 810 60.0 408 90.0 810 489 404 29.2 610 44.4 3M 26.8 810 44.8 M9 78 b M.4 468 72.8 I 7.0 469 01.7 882 448 46B 04.1 988 388 488 44.8 979 34.7 468 41.6 988 280 469 37.7 3M 24.8 4M 38.0 3M 21.7 46B 987 35B 78In 642 438 97.0 3.8 436 688 373 489 438 40.8 388 36.7 436 40.0 388 821 438 WI 381 28.8 438 34.4 344 229 435 328 941 20.1 438 322 340 8081 41.8 327 43.1 .8 927 38.4 2M M.0 927 91.8 280 ;61.0 W67.0 232 927 28.7 271 249 397 23.7 288 17.4 927 21.0 2M 14.9 327 18.3 268 08 N 34.9 287 96.4 7 287 M" 262 24.6 287 M.0 448 4 10.1 28'7 M.9 MO 772 287 19.9 297 94.4 297 18bt 242 W 24.7 U 227 M.8 M1 172 227 140 186 6 171 M 228 218 227 8 218 181 191 18.9 218 18.8 1M 120 N 17.8 184 77.9 187 TABLE 3B AlrotlorCapaft Table (Pas) ANCHOR CAPACITY ADJUSTMENT FORMULA- 276 ComMe QBk Com. HOMMMU FIQe0176u I Fr Nmm (DF;w) X � ) v ANCHOR CAP., air E t" ll4. 89 MW 8N8• Ww U4° SS 6140 010 Stem 612 Stem 012 Stem 9It8 E oo I1 Ueoon iW r7M 119re4p t.. smr Sao U W.. U4' arm uvj8=m Ag[ vGs W L11 AMrer7mm Soren (OB) amuff(m BMW (O8) USE THIS FORMULA TO OBTAIN THE 'ANCHOR r 2 -1a r vl P r 2-IW r 2-Vr r 3••Iw r 0.4s` I Qea• o.3u• CAPACITY REQUIRED' CORRESPONDING TOM 1-214' 1-214• tats• taw° r 1-u4' 1 -1w• 1 -or 1 -714' 1 -114• 1 -1/4° r 1--218° I-w (nee nae a) ACTUAL PRESSURE REQUIREMENT FOR THE MR- 9M the 460 Ota BM On 1644IM 2T0Ib 2M me -N -WS -740N- 481 n ee4 ma 11 9M We 4M Ito 680 me OPENING. WHEN IT IS LOWER THAN THE MULLION 4M roe 7m an WA 60A WA WA 980 me WA WA WA WA WA an we soft I= no CAPACITY (FROM THE TABLE) OF THE SELECTED 714 ma 7M me MUM 1680Ihe 18M me 84o ms Moms WA 76o me Me ms NO Ibe 23e4 Em e62 me aao ma 71M m3 MULLION. R WILL YIELD A MINIMUM ANCHOR WA WA WA WA WA WA WA WA WA WA WA WA WA WA 718 me CAPACITY WHICH MAY BE USED TO QUALIFY 1M 1M 22686 44686 OUme 1s6166 rooms tn6s 3mms 2sama 9s2ms Mt ms tesnm MO The zMme ADDITIONAL ANCHOR OPTIONS FROM THE 290 Om 3M me WA h7A WA WA 1M me WA WA WA WA WA me 4M me 6M me ANCHOR CAPACITY TABLE. subsume. AtmtorClp Petbarm Rase Dt wm Cn): F-mbeamot 2 Asmwm ®4.78' Ift O.C. I ahmdmd W-0041 ft. U 4 Androre 431.18° Nln, MC. I StmWma (m oftK) Mp M 4 4Anoh=@VWA0.Q l 2 6 AnOte f9pe l (Fa s7 2 AnW= ® 0.48' 601L C.C. / UCBp, 6-201/8' Alum (Fl9, 4k 1Amnm7Fpq,(Fl2 2 Andem 1.16• Mm O.CJ F alpM • --- • -• • .......r ... • I • no v vruc rov-M rAl 1 wm AmiJ Mk nuK VALUtrt A:3 I Flt STANUAKU CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. FIGURE 1' FIGURE 2: FIGURE 3: Lo Is, ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE & FIGURE & M 1111 • • 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) UNEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 18 ALLOWABLE 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. ALL MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI $01 SPECIFICATIONS. HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE TREATED YELLOW SOUTHERN PINE WITH AN 80 OF 0.66, ALUMINUM SHALL BE 808376 AND BE A MINIMUM OF .128• THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 ACID .048' THICK (18 GAUGE). 87RUCTURAL STEEL T'O BE AT LEAST .126• THICK AND ASS. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. j i toll n �Y 86 cmnplyln with am F)arlda Bul coo lIo tlb By Lllll(I)/ VYNN �..Af�(� /��i \�.�'t�•'•�CENSP ••rjf iii ` * ' N0.58705 Poo % ttAIFOI 1w " 4,,ftNAI. A. L �,.•�. l/'I i M(L'L'ER, P.E. FL P.E.# 58705 TABLE 4A Mullion Capacity Table ae opening (forvallica pardo ;`rA0n9)orOpenIr"W ght (for horiram90y- 3porWnBmumons) win 0h1 70 In pin pin 1p in 125 In 140 in 1p in 1X276X ne°� I T-ffd- ReotanBnim' Tmi.YManO. ReatmgWer Trep0Tk- RootaquJor TmtValel8. R uIM Twadom ReotmEWer Tte tm Re0l9agd81 Veoutw1p. Twdeng. Reoter4lulm 7011% n1g. .880 Alum. � LammnB Laadbg Laaft L Loa0n0 LO�g 1 Loverm L-Am 1 Loodmv L-ft Lndnq I.oa" Loe18n8 L-ft To,* I fill, 11 1 1 a I I a 1 11 1 1 h I h I I 421n 1710 625 170.0 438 170.0 744 170.0 478 170.0 888 170.0 � 170.0 02 17 a 619 170.0 1118 170.0 621 170.0 1240 170.0 621 170.0 140 170A 521 1670 170.0 621 1988 1� 170.0 821 4e In 170.0 709 1710 824 1710 80 170.0 884 170.0 02 Me 00 170.0 1133 170.0 631 1708 1278 170.0 677 170.0 1417 1710 880 141.7 1417 170.0 80 114!1 1417 171D 60 108.9 1417 1710 680 60.8251n 170.0 747 170.0 03 170.0 ON 170.0 631 Me 1048 170.0 869 1"..0 110 170.0 77.7 1S,8 1288 1710 747 148.3 9288 170.0 738 121.9 1258 Me 70 120 170.0 70 91.4 120 170.0 7W 64 in 170.0 787 170.0 all! 1710 . 90 170.0 0t Me 1116 170.0 784 10.7 410 1710 Gas 133.0 110 170.0 837 120. 8 1130 170.0 80 101S 110 170A 01 1130 170.0 881 7&3 190 1710 861 801n 170.0 80 170.0 701 148.8 818 182.9 781 125.3 918 1448 748 108.9 813 1923 Ise 97.8 816 123.0 723 67.8 818 1188 720 7S2 918 114.4 713 918 114.4 716 64.9 018 11,1.4 718 8301 181.(1 80 181.8 710 125.8 80 1388 884 10&8 825 12&2 881 99.9 80 1122 870 84.4 80 104.8 02 78.8 80 0.4 89.9 80 90.6 849 B0 94.1 898 47A 89D 94,1 849 8001 1921 767 140.0 80 1180 767 1188 838 -3 1080 824 SES 787 88.1 814 78,4 787 0.1 800 880 7W 842 680 767 79.0 883 767 78.3 01 41.3 787 7B2 891 a 72 to 101.7 838 1888 662 84.8 628 91.0 60 72 60 0.1 a90 88a 898 722. 821 0.8 890 08 814 Me 888 823 08 424 838 872 00 898 83.3 497 31.8 Me 88.2 487 78 In 888 871 014 40 721 871 788 40 61.4 479 84.1 871 818 479 48.0 871 88.8 484 482 871 61.8 3aA 871 47.0 461 871 44.8 447 77.0 871 41.8 448 "In 80.0 50 884 474 6&7 842 70.8 40 87.1 80 821 488 680 842 8&7 449 44.4 842 51.0 442 40.0 842 47.5 437 38.3 542 43.9 420 28.8 642 40.8 423 25.0 842 411 423 90 in 621 407 837 381 49.4 407 43.4 388 372 407 0.0 348 S26 4W 35.3 S49 289 407 3'7.1 998 28.0 407 28.8 $34 21.7 4fi 25.1 327 18.6 407 24.1 322 113 407 280 818 99 m 420 3M 44.1 920 36.8 368 372 $14 30.7 30 32.4 30 288 368 288 904 23.8 30 28.1 325 218 SBB 24.0 289 178 388 21.0 25e 183 30 19.2 284 tOB In 0.1 20 318 25.9 283 25.9 259 21.8 253 228 247 188 289 10.9 204 90.7 289 1 &0 240 16.1 2B3 188 237 111 N 27.8 257 283 242 281 287 23.8 898 1 &8 287 20.8 286 17.3 287 189 231 1 &4 257 18.8 228 125 in 720 22B 21.9 20 183 229 16.8 2D6 1 &7 728 182 202 TABLE 4B ANCHOR CAPACITY ADJUSTMENT FORMULA: ArrollorCepeactly Table (01s) (ANCHOR CAP.--) ematre4a 27aCwtmeie BSkCWA CNu POffldCMU FTWO4d meld (O- )X`MULLON CAP �°ANCHORCAP.� Analw 3019Eoot8tm4w 914'ElwU31aem Bfir E7ao 'was 81w 8418° EIw 114.88 Efw 010 aced 0128th 0128tind 9N8"ETwl5mca v4 EWot6tarow AtxhorC8 Patterns lA1mcon USETHISFORMULATOOBTAINTHE 'ANCHOR P AtI9re0at47 ilOre4g1 AB9raOaror B4rewK961 eorew(081 8orew(Q6) Edge Wstmloe Mk 1' 2.112 1" 2 -v2' 3118' 1° 2.112 1• 2-lir r 3178" r 146* &W Q aw CAPACITY REQUIRED" CORRESPONDING TO AN Embedment @N: I-wr 14W I-w'r 1.814" r 1 -114" 1.114 1 -114• 1 -va" 1.114' 1 -114" r I-W 1St8° ACTUAL- PRESSURE REQUIREMENT FOR THE 2 Anchom 0IL7tr Wh O. I6lmideN Or Ofted MP 1k 30 no mum -$D 00 on 18440u vows 20 We 3640m 7401bs 466 Um 6641bs 1182ns =ft 425 None OPENING. WHEN IT IS LOUVER THAN THE MULLION 4 An4h4re ®1.18° mot O.C. / B1mWmA lot ORWt) C8p T .4 40 On 725 Ole WA WA WA WA 30 ma WA N% WA WA WA 02110 mum 1120 me CAPACITY (FROM THE TABLE) OF THE SELECTED 4 Anchom ® r eirL o.c.1 W 216Amde cope 1(Plg sx Teo 00 MR* 60 um 1625 iba 108 00 64000 S0 me WA 725 9000 0D fbe 254 me e6a 112000 MULLION. IT WILL YIELD A MINIMUM ANCHOR 2Armlmm (� 0.48' Mm.O.0 11Ft21p, bao 178-tlhou, (Fig. WA WA WA WA WA WA WA WA WA WA WA WA WA 71800 CAPACITY WHICH MAY BE USED TO QUALIFY 1AnQhorl F-MP 10Iba 188Iba 225 ibe 44523 B22 ne 13860 140 We 17780 3700s 234 na 58200 bet 1068 210 [be 20I6a ADDITIONAL ANCHOR OPTIONS FROM THE 2AMbota 1./8'Ift O.0 P--CAP p7g. =The 0080 WA WA I WA I WA 1 125 Inn WA WA I WA I WA I WA I 52860 1 420Ibs M00 ANCHOR CAPACITY TABLE. mu 1 r. rvK i He urrael Cur. LOft THE 5AME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. FIGURE 1: FIGURE 2: TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. O O O SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Fi RE 3: F e ANGLE CLIP MUST BE USED IN PARS. FIGURE 4: FIGURE 6: FIGURE 8 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS 18 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 AC1301 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 9083 -T6 AND BE A MINIMUM OF .128 THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .048 THICK (18 GAUGE} STRUCTURAL STEEL TO BE AT LEAST .128 THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 111 i i 1' X 276° X .830' MULLION c - 'Ll iq'.r':kj E :110 PRODUCTREVl3130 as 4mop1yh14 with the Flnrw L' .0%1111111r" * ' No. 58708 ST A. LYNUMILi.�iR P.E. FL P.E.# 58705 11 TABLE 6A Murton Callaft Table -1 Opening Width (for ver6m*speen, mullions) or Opening Helgbt (for hori2onlaUy- spannIngmtdfons) ask Caro. 501n 80 01 701n 90 In so in Ica in 120 in 140 in 18010 1 °x3.128°x RmImlBahr I Tfmnft4g Lom01g Rmtapam uaf619 Twp fts LAoft Reotamww L-ft TnrpRflelg, L-*m Re*rrft Loedn8 I Tw#rftl% LoaN1g der La01Ng wpfTdml9 LomBng RmtmteWm' t, T18pRt0o>9. LOe" RealalgNar llEft TwpTrOmg I Lmov Rm4mg10m Loan* Tw Ihmtg Ldoft Reate11g14er Lwdtlp TMPITTW4 Loemv Tub AW 3.18° 7 448° h I I En*edmmt I I I I a I a 1-t4P I a I I a I h fill, 1910• 11111111 lme1ro79 2Amhae @4.75'8011. .a1$Wntlmd COplfig.7 1 a 11 1 a fill, 1 939 11111 20168 fill, 740 ma 11 1 a 11822E 328 Ws ft 4201 170.0 BID 770.0 438 170.0 744 170.0 470 77 &0 ON 17&0 M 170.0 OW 17&0 810 17&0 1118 17MO OM 17 &0 1207 770.0 821 17&0 1488 170.0 821 170.0 7798 77 &0 821 184.4 1802 17&0 821 WA 40 In '17&0 708 170.0 824 17&0 853 170.0 894 170.0 892 170.0 890 170.0 7133 17&0 881 77&0 We 17 &0 a7 7740 1417 170.0 OOO 167.7 7917 17MO ON 196.1 1877 17&0 880 11&2 1877 17&0 880 NIA 8&82801 17&0 747 170.0 853 170.0 ON 17&0 831 170.0 1016 17&0 884 17&0 1108 17&0 723 Me 1348 170.0 747 170.0 1404 17&0 753 141.7 1495 77 &0 761 121.8 1498 17&0 753 10&9 1•�8 170.0 758 Mtn 17&0 787 17&0 012 170.0 968 170.0 881 170.0 1118 17&0 784 170.0 12M 170.0 SO 166.1 1401 170.0 887 14&8 14M 17&0 OW 124.6 14M 17MO 861 10&8 1401 17&0 881 M4 1401 17&0 881 mtn 17&0 868 170.0 701 17&0 1081 17&0 7W 18&8 1168 170.0 678 13&7 1188 187.0 828 129.3 1188 188:8 917 111.0 1153 14&7 810 828 1108 144.8 m3 7&3 1168 144.6 90.1 89.4 1188 144X 903 03 in 170.0 890 17&0 746 7846 1049 77&0 530 137.0 1049 18&8 880 N &e 1069 141.7 648 70&6 1069 132.0 o53 Me 7049 1 %8 828 78.9 1049 110.3 82D OB.a 1049 11&0 619 88.9 1049 118.9 819 681n 18&8 953 nag 788 138.0 W5 181.3 804 11&1 SW 183.7 788 104.2 985 121A 776 62.8 em 1128 789 M4 955 70&4 787 8&8 988 88.8 749 Me 885 96.7 746 821 958 8&7 749 a ?2 In 12&5 809 1569 897 107.0 803 114.9 802 91.8 533 701.1 870 80.3 803 61.2 808 71.4 809 83.9 SO 842 003 7&8 842 826 809 722 092 4&9 80.1 Me ON 40.1 809 89.7 627 Mtn IM21 721 11KI en 91.0 721 1 07.0 618 78.0 721 8&1 We 08.3 721 70.8 6m 80.7 721 70.1 688 84.0 721 88.4 079 46.8 721 07,4 689 38.0 721 Me 8B4 94.1 721 53:1 883 7801 101.01 534 I 106.4 898 84.2 884 814 897 722 084 78.4 ON 0&1 884 7&4 507 $&1 684 44.4 888 a" 534 as 531 421 884 84.1 841 98.1 084 81.3 838 $19 064 80.8 634 90 hi 6&8 614 07.9 468 84.8 514 07.3 408 47.0 814 00.0 440 41.1 814 44.8 433 38.5 814 40.5 427 929 614 37.9 421 27.4 814 0&0 412 29.8 814 m.4 4W 2&8 814 78.0 409 9601 842 41{2 8&7 404 4 &2 462 3&7 482 4&9 990 39.9 462 88,4 984 3&7 482 928 878 27.1 482 �.3 379 228 482 28.8 953 19A 482 ZA2 388 189 482 728 �6 100W 38.1 537 Me 372 31.7 307 C47.0�398 27.2 357 2&4 312 2&6 3W 282 111 N 337 353 0&b 2 338 28,0 338 28.1 me 29 12Din 27.7 289 28.2 253 23.1 269 199 289 209 253 17.9 289 16.1 262 1 &4 10.3 298 148 288 74.9 248 11.8 289 128 240 d9 289 11.4 218 &7 289 10.4 732 Anchor CapoeUy Table (ibs) -1 27k Carolale ask Caro. I Houaw cmu FNecicmu I PT Wood mew ArahorCUpPa9ems Anchor 1YPa 811r Ea0 UlUma1 114° FJoowtwmn one Elan wlwaan 9%O° soo women 7!4° Eloo uumal 1/4° 88 Else AeraGMW &'18° Elan ummall 714.88 Eao AMM30V 010 8ted San P5) 912 SW sOww(08) 012 sleet saelv(06) Ed98 mwwe(111): 1° 2412' I 1° I 2-Vr &778° 1° Mir Y 2412° 7 3.18° 7 448° 486° 0.3w En*edmmt 13W° 104° 1314° 1 13W" 7 1-t4P I-w 1 -v4• 1 -11d° /-1.4° 1.114` T 1910• 1318° lme1ro79 2Amhae @4.75'8011. .a1$Wntlmd COplfig.7 986078 306E 0E am me 1 939 2708E 20168 3m to 740 ma 498 m8 084939 11822E 328 Ws ft Ibe 4Amhow 01.lr Mia. O.a /aWdmd Cap ft 2): 4800E 7008E WA WA NIA WA 9080E WA WA WA WA WA 8520E 8600E 11209E 4Arcme ®3'?&L0.C. 1W2x6AMW CAFE 1E 97 7800E 700E 6800E 10800E 18880E 8400E 80008 WA 780 BE 0300E 600E 23040E 0520E BWWE /12DOE 9Ancb= ®&4r 800 aR! u47Ip, Odo 18° AOxn. (N4 4k WA WA WA WA WA WA WA WA WA WA WA WA WA WA 1074®8 1 Atrotroll PCOp (178, 6x 1860E 186Ibe 7186E 448®8 BmOE 138108 140 OE 1776E 9706E 284 QE 932079 8816E 1891E 2108E 2800E 2 AnDMM 91.1r MM. Qa 7 f421p BTp. ek 2608E 9966E WA WA . WA WA 1m BE WA WA NIA WA WA =OR* 4m 9E em DE FIGURE 1: F GURE 2, O O 0. 1111 lo '01 FIGURE 3: -1 0 0 ANGLE C11P MUST BE USED IN PAIRS. FIGURE 4: FIGURE 6: FIGURE 6: m: 11-11 1111 0 101 PY nwm Ui A6il1I AUJUn 1MCe1T FU MULAS (OP ) 7(\ ANCHOR ANCHOR CAP. - MULLION CAP.,, ., USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT 18 LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 18.20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRUM M 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-W . WOOD SHALL BE PRESSURE- TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.86. ALUMINUM SHALL BE 6083 -T6 AND BE A MINIMUM OF .126' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046° THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .126• THICK AND A30. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 'III 53 complyarglv6m alBruaWe 1+1.000°6 B0mbs C°d0 A N0 B �7761I9U 3.126• �.�� pN'�.. E EN'S*?? /�! `��'t�.•'�CEN' ••.F'P -1 NO-68705 RINK 1° X 3.126° X .8° MULLION tTIATA" (I -VP MULLION) �iO'��: ••• FLORIOP•' 10NAL A. A MILLl'R, P.E. FL P.E.# 88706 TABLE 6A Motion Capacity Table pbsM Opening Width (fm verticaly eparming maorls) or Opening Height ((or hoftrau0y- 3panrdng mumons) 60 in 00 h 70 in - 001n 901n 108 h 12D In 140 to 100 h 1 x4x.128 waten9Wer Loaft li0idfdmW. Lo•Wlg ReGengOier L-Ifts TreprTrimlg• R4otm�091ar I Tiepnna 1X Rr LeW-Qs Reaten914ar TM#Tdm,9. Rent WOr TnM77iang. Rentml6ulm TrepJRiarl9• ReonrgWer Taryr0larA. ReatmgWer Tm39rdm,g. Low" Loaft L-ft tmAng g Loafte LoaAng LoaAllg LoaAM L-ft LoaAn17 Lo¢AnP loaAry LoadMB LeSAng Laedk7p AlMamoobe h � 1 � a1 111 h I 1 1 11 11 1 1 1 � 421n 170.0 820 170.0 438 170.0 744 170.0 478 17 &0 888 170,0 �8 170.0 M 17&0 618 170.0 1118 170.0 021 170.0 1200 17 &0 621 170.0 1488 170.0 521 140b 1489 17&0 821 127.8 1489 110.0 821 48 ro 17 &0 708 170.0 824 170.0 880 170.0 M 170.0 M 170.0 830 170.0 1133 170.0 981 170.0 12M 17UO 877 16&3 19V8 n0.0 MO 130.3 180.9 170.0 88D 111.7 1308 17&0 810 97,7 1899 170.0 880 00.828 h 170.0 747 170.0 889 170.0 BM 170.0 891 170.0 1049 170.0 894 170.0 1193 17&0 728 158.1 I= 170.0 747 140.8 1298 170.0 789 117.1 1236 170.0 789 10&4 17.18 170.0 768 87.8 1235 170.0 788 5th 17 &0 797 170.0 812 170.0 968 170.0 991 170.0 1118 17&0 784 160.4 1159 170.0 8M 1373 1166 170.0 837 129.6 1158 170.0 8W 1718 lies 170.0 891 8&2 1188 170.0 881 77.2 1158 17&0 897 in 170.0 885 170.0 701 189.7 1042 170.0 797 142:9 1042 ISM 632 126.1 1042 148.7 816 111.2 1042 189.8 801 1010 1042 1803 791 834 1042 158.1 792 71.8 1042 12&1 792 826 1042 126.1' 702 03 In 170.0 ll00 170.0 748 161.2 Get IS&&$ 818 129.8 992 140.4 7M 11&4 992 131.0 782 100.8 992 121.4 7M 90.7 802 114.6 788 7&8 892 189.4 740 84.11 982 108.0 744 69,7 M2 108.0 744 00b 189.4 B47 170.0 789 987.8 047 148.0 789 11 &l 947 189.3 789 10&4 947 117.7 762 91.8 847 100.7 733 827 947 1022 727 89.9 947 9&1 713 611 847 04.0 711 61.7 847 OLD 711 72 In 13&9 849 1427 737 1133 849 121.8 722 97.0 849 10&9 7M 84,9 848 9&4 8M 78.9 948 8&7 60 07.9 849 87.7 078 89.6 648 78.3 66 4 &6 849 72.8 862 428 849 724 891 p 78 In 116.6 792 120.7 888 0&S 782 1010 892 92.8 7&9 80.0 640 893 782 50.9 029 643 782 743 920 828 782 893 813 4&1 782 02.8 002 41.3 762 6&9 897 38.1 782 8&4 893 781n Me 724 111.4 834 89.0 724 84.6 8.11 7&3 729 SLe We 88.8 724 70.4 588 89A 774 88.1 801 89.4 724 89.4 893 44.8 724 67.3 673 3&2 724 64.3 6W S&4 724 6&6 50 Min 89.8 843 71.8 489 86.0 843 00.7 474 48.7 648 62.9 468 49.8 843 47.4 458 89.8 643 42.8 402 34.8 843 891: 448 9&0 943 34.9 436 24.8 848 711 430 21.7 843 8 &7 493 Mh -Z-7 67.9 4711 89.9 427 47.8 478 49.7 419 40.0 478 493 412 3&8 476 36.8 408 $1.8 478 34.8 400 28.7 478 MO 3W 2&9 478 89.1 388 20.6 478 28.8 389 17.9 478 242 578 40.9 377 41.9 941 33.8 377 $4.5 393 2&8 377 S &O 990 28.2 877 93.8 30 224 377 24.0 3'11 2&1 377 220 817 1 &S 3n 19.0 310 14.4 377 17.1 804 111 to 37.1 367 97,8 30.8 367 31,8 319 28,6 367 27.8 913 233 367 24.4 300 20.6 587 71.0 806 1 &6 987 20.1 901 1 &4 897 17.4 294 100 b1 89.3 989 89.8 279 84.8 808 2&1 274 21.0 389 21.7 270 18.3 389 983 207 1&3 SM 17.3 289 144 In 17.0 212 17.2 189 TABLE BB ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Capacity Table 09) ( ANCHOR CAP,: a. Substrate. 2.7kConorele 18k FhOmeCNU FOedCMtI PTWood MGM (DR-) X\ MULLIONCAP,,,,,oANCHORCAP._ X18' Bw 114° SS 8118" Boo IW 83 tEIM #10 Steel 6128tM1 #18 Bled USE THIS FORMULA TO OBTAIN THE "ANCHOR AfelwrCU Pe2er119 Arx9awType: 9/10 I9co Ult soon 1/4°BCO unreom7 Utraoar 3n8 Etao 161m4on 9I4"Eoo tAtmoon p atao AWre6eto Wm000 AWa680or Sew(Go Sew(06) Scree (ZB} m (hk P 2-789° 1° 2 CAPACITY REQUIRED* CORRESPONDING TO AN &r badmpe -1)r 1° 2.1tr 1'. 2-Iw 11 3.168° r 0.48° OAI4° 0.344" ACTUAL PRESSURE REQUIREMENT FOR THE Embedmam thk 1.3/4° 1�4° txa° t�ra° r 1•vd° 1.tra° 1 -U4° 1-va° 1-1/4° 1-1ta° r tau9° 1.3/6' (sae rWma) OPENING, WHEN IT IS LOWER THAN THE MULLION a And•18 4.76 b6n o.Q l8 ft t cr 389 390 Ws 489 son on 1644 on 27068 289 ba 364 the 746 ma 458 We -6851;- 894Ibs 1182 719 Ore 420 um CAPACITY (FROM THE TABLE) OF THE SELECTED a Anchors(8228°b9n. O.Q /Slandead C6D (Fig. 3$' 76606 789 _WS 60008 1410 Wa 962 W8 -WA 68904 WA 889 W8 WA MOlbs WA 932168 84008 7120We MULUON. IT WILL YIELD A MINIMUM ANCHOR aAnohm9 81.16° No. QQ I81m*w MP ft.9 =We 140008 WA WA I WA WA mils WA WA WA N#1 WA 130.408 '168098 2240189 CAPACITY WHICH MAY BE USED TO QUALIFY 4 Anchn 07 Mh= 1(2) 2x6 AngleCOpe ft g 700 Ibs 789Ibs 989 We 176611n 3MB W8 640 On =Wa 700We 1400Ore 9MIb3 1328Wa 2304 862076 80606 i120Wa ADDITIONAL ANCHOR OPTIONS FROM THE 8Anchoo ;@ r Wn. O.Q 1 (2)96A1te C9p (Flg. B}r 117088 117008 10240n 234008 284416 610M 040lb3 WA /140Ibe 1584 W9 17N Ibs 930808 WB Wa 7289 Wa 188906 ANCHOR CAPACITY TABLE. 4hWhM ® 0.46 Mh.O.C.! 11•COp. In1c VrAnm. ft -4 WA WA WA WA WA WA WA WA t#A t#A WA WA WA WA 1492 We 2 AnW= @ 228° 0491 O.Q / Ft21P (F(g. 3M WS MO Wa 890166 708 Wa 476 On WA 28904 WA 318 WS 1 0 ft 1 440 WS I Oft &78118 42p Wa gM We -y 1.000° �•°-- 4 A (M 1.16' M8L O.Q I Fop (FS. q 489118 789164 WA WA I WA WA I 89003 WA WA I WA I WA I WA 852 Fig 84008 7120 Ws NOTE: 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 S: TABLE NOTES: ° ° • ° ° ° ° ° ° ° o 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 0 • o 0 0 0 ♦ o o • • • • • ° • ♦ • 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 4.(1 X" 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. ALL FIGURE 6: FIGURE 6: FIGURE 7: MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DR01ED IN THE FIELD • • • • FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.20. • 4) SUBSTRATES:. CONCRETE SHALL CONFORM TO AC $01 SPECIFICATIONS. HOLLOW AND GROUT FILLED 1P • U-- -T J CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE - TREATED YELLOW cry rrurore mole turnu wra e,n ne � �� __ - _ _ Aw111x ULe° (r149 IM5 DGM) MUST BE USED IN PAIRS. -__ _. _-__..__.....___._.___' .__�._....__ ................... ... ..e.. ..........,,tee.. STUDS TO BE A MINIMUM GRADE 33 AND . 046° THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .128° THICK 1° X 4° X .128° MULLION AND A31L ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL ae complying with on Flooft Baiwffis Cab Aaepimkxt No - lies By Product ��' t1�•;;',.... / "'1 M( 'iii `��4��• v�C£NSF•' �� '�i� N. 68706 3 °oF Op' A. LYNN MILL fER P.E. FL P.E.# 138708 TABLE 7A Melba Capacity Table H<' Opening 1NMth (forver®t27I7•apem7ing muNarre) or Opening Helght (for W20III811 -6pa9dna muftne) win 60m Tout 8001 soh 100 in =In 14041 lee In 1 x 4 x 376 Reowwwar LwAm Tmwrdam. LoatUag Rwa11g10er Lw ft TmpdTdarlg, Lwo01g Reafm2ldar twdma TmpJTdmlg. Loaf" Reamlgaar Tmpl... Re- eerguler TrepRdmlg. R�gUar Tm ndan9• Reetmlgutar Tr*Tft 8. ReotemgWar TMOTder2• RecWng108r TmprTbq Laedlllg. Laaem Loamrlg L1-1 I.w78r0 LaadmQ Loading Lwmng LOeAn9 Lwding Lcaft LoeArm AWm. Tube fig 1 1 1 11,11, I I I I I I 42 In 170.0 620 170.0 438 170.0 744 170.0 478 170.0 8M 170.0 808 170.Q 892 170.0 819 1740 1118 17&0 821 770.0 1240 170.0 821 170.0 1488 170.0 821 170.0 1788 1170.01 021 170.0 1883 170.0 827 481n 17 0.0 772 17 &0 824 170.0 BM 170.0 724 170.0 88'2 170.0 890 170,0 1139 170.0 721 770.0 12T8 170.0 677 170.0 1417 170.0 MO 170.0 1700 170.0 872 17 &0 1883 170.0 am 181.8 2024 970.0 872 60.82601 170.01 747 170.0 a0 m 17&0 01 770.0 1048 170.0 864 170.0 I M 170.0 729 170.0 1348 170.0 747 170.0 104 170.0 768 170.0 1783 970.0 788 188.0 1918 170.0 0.M 172.8 1819 170.0 700 64 in 17&0 787 17 &0 872 888 170.0 891 17&0 1118 170.0 784 1700 1278 17 &0 809 1700 1434 170.0 &97 1700 1724 17 &0 BM 18&8 9772 170.0 727 197.1 1772 170.0 881 92 &0 17N 170.0 721 Min 170.0 872 170.0 709 1008 170.0 787 170.0 72W 170.0 978 17 &0 1417 170.0 049 170.0 18110 170.0 MB 18&8 1099 170.0 1033 129.8 1819 170.0 100 111.0 1818 170.0 109 972 1619 170.0 Was 0b 170.0 00 170.0 748 1118 170.0 860 17 &0 1302 170.0 840 17ao 1472 170.0 1018 172.7 1842 170.0 7078 141.0 1842 170.0 1122 117.8 1802 1B&8 1768 100.7 1842 187.11 7107 72.1 1842 107.e N67 0 m 1T &0 974 170.0 772 [74.2 7172 17 &0 80 77 &0 1984 170.0 1002 18&8 147 170.0 I M 1428 1472 188,8 1140 128.8 1472 172.8 1130 107.1 1472 147,8 1108 01.8 1472 140A 4104 72.3 1472 148.0 1104 7210 170.0 1083 170.0 an 1270 170.0 1000 1M.S 1920 9662 1101 1320 1820 14&0 IM 117.3 1820 137.8 1089 108.8 1980 92&0 1049 6&0 1910 117.0 1024 75A 1920 192.9 1019 89.0 1920 112.8 1012 p 781- 170.0 1122 170.0 937 1184 10.4 1013 12&2 1184 139.0 M9 1122 1184 126.7 978 80.7 1184 115.3 104 72.8 1180 107.6 722 74.8 1184 97.8 06 84.7 11&1 e&1 827 72.1 7180 929 926 7847 18&1 1124 170.0 727 1124 147.0 972 118.8 1124 12" 847 10.8 1124 118.8 01 72.3 1124 108.8 918 0.0 1424 72.6 We 02 1924 8&0 8M 0.3 1124 84.3 729 81.9 1124 8&2 878 M m 108.1 844 111.6 772 844 94.3 738 772 844 821 724 87.8 844 7.3 712 72.1 844 M.e 702 84.0 844 81.4 8M 4&0 972 842 an 36.8 844 80.0 872 39.9 0.44 47.7 722 7241 9 &1 742 91.0 80 742 772 80.2 68.0 742 672 841 72.7 742 72.8 0t 08.8 742 81.1 842 47.8 742 48.8 814 37.1 742 4&6 MO 31,8 742 72.8 860 27.8 742 87.0 B84 908 m 82.8 m 63.9 83D ELI 0.8 63.8 827 44.7 00 4&6 813 9&1 6M 41A 872 348 860 37.8 488 31.9 MB 942 472 TB.1 BM 20.8 481 22.3 0.M 72.8 472 1 &5 872 24.7 472 19141 67.6 M6 56.0 80 4&0 698 49.8 472 41.2 a56 0.9 487 38.0 872 38.0 472 39.0 868 342 479 20.a 888 91.3 467 24.0 808 27.1 487 20.8 a56 24.3 448 1 &0 688 82.4 442 12091 4 &6 478 48A 40 72.0 478 39A 426 328 678 3 &7 '4p 2&8 4717 29,8 414 '26.9 'in 28.8 409 22.8 478 24.8 40.4 1 &0 4T6 21.1 372 1 &3 478 1 &7 727 14.3 47$ 172 881 144In 20..4 330 28.7 906 22.0 Wo 22.4 30 1 &8 M 18.3 287 18.8 00 17.0 20 TABLE 76 An r Capacity Table (Ib•) ANCHOR CAPACITY ADJUSTMENT FORMULA: cho ANCHOR CAP. abetra(m 2.7k Carmelo &8k Cmm. ndw c 61 rifled CtdU PitAI00d bieM (D _) X { "gtlA°`, ANCHOR CAP.• MULLION C/9P..aR a R AI>cilor C4 Pattams Armhorlypa 3H8• FJw Wtmcm 1W Ea0II46mr1 Bltir ewr arts° Em0 U6mwn 10.• Bw Wt am 1W SS Boo SMV Boo IW 88 Eloo 010 steel 0128ted a/28tee7 USE THIS FORMULA TO OBTAIN THE "ANCHOR P A»i 12rfromlar Serew smwr 8amw CAPACITY REQUIRED°CORRESPONDINGTOAN Edge t M I. 2.112' e• are° 2 t• r 2.114' r 3.1/8• T 0.48• 0.64° 0.324° ACTUAL PRESSURE REQUIREMENT FOR THE be erd tow Tara° lara° 90.14• taw° r 1 -v4° 1.1/4• 1 -10.° t-vc 1.914• 1 Eup ft JIM): -r4° 7 tags° tare• (sw rmte4) OPENING, WHEN R IS LOUVER THAN THE MULLION zAtahom (�a. 0.G 1FIg.1or2$ 560 45625 shim 18442e 2nam 26020. 8640m 4M0a 724143 1182119 =&a -== .740 42060. CAPACITY (FROM THE TABLE) OF THE SELECTED 4Anm1a9(g2.2a'RLlr.,St%ftdClA t&3 7MIb9 7004• 6Mm9 14101ta 722 Da WA wile WA 40169 WA 86029 WA 8622e BMIba 112DIba MULLION. IT WILL YIELD A MINIMUM ANCHOR aArMMM 61.18• NBn, O.0. J 81m9Wd C8p (e8.4): 96010. 1400 tba WA WA WA WA 772 W9 WA WA WA WA WA 1304 Me JM as 2248 s0. CAPACITY WHICH MAY BE USED TO QUALIFY 4 ArtoMm @9° N A. O.C.J(9)2x8A- gta(31pe 012.5k 760 the 772101 gMQa 1700 109 32M Me 8400.e 560110 1 70800. 1460m9 9MOa ISM 2384719 652172 840119 112DWS ADDITIONAL ANCHOR OPTIONS FROM THE B Alroboa ®3°6QtL O.C, /0218 /mUe Clips (Ng. 1770 9970110. 9G1016e 23402e 264400. 690 no 84000. trA 1140 Un 140400. 1320 ma 364800. 97800. 126080. 1860 rm ANCHOR CAPACITY TABLE. 4MohM a 145 WA O.C. / U-Mp, 7112118• Alma ft 7k WA WA WA WA NM WA WA2 WA WA WA WA WA WA WA 1432 UM 2Anotlme 226" 9211. QC. t F•q(p 1N& 64' 372 Oa 87229 27229 709 Q0. 478119 WA 272 00. WA 318 26 011% 4401bn 0 fb1 9.18 90. 42010. 660169 4An*m@j.WL*LUa-jF.Qjpft4 472 Ne 7QO Iba WA NA WA j WA 1 372109 I WA WA WA WA I WA I OR ite I 848100. 1 1120 Me I NOTE 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 9: TABLE NOTES: • o 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 24 FOR GENERAL INSTALLATION METHODS. 0 0 0• O o 0 0. 0 o••• •• o• •• 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTF63 IS ALLOWABLE 4.000" 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. ALL FIGURE 0: FIGURE S. FIGURE 7: 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 AC0 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-SD. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE 978 _______._...____. WITH AN S&r7F n.RR. MIIMINI IM ANA[ 1 0.0 CnA9_TR AM CE A RAW- 7RR- .l�an•r - n� 1 rr�e, 0..n ..w ww ............. GRADE 33 AND .045• THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.129• THICK AND Ax ALL ANCHORS INTO 1• X 4• X 376° bNLUON METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL ®,141 a wY v .1\L \11111111 It, ```��•Ow L,4'IV Qv �a No. 58705 �%* ' s13oltt ••. TE OF ; •_ PE 01' ORI A. LYNN MfLLER P.E. FL P.E.# 68705 TABLE BA Mumon CAPSCILY Teble flbsM FIGURE 2• • • • • sutmeete: Ift Comrete I 8.6k tbna opening Whith (for adicaQpspemthB 70 M 80 in muMona) or 0psnl H91Bht (for horiwrda4,spen mullions) 80 in 100 in 1w In 140 In 188 M 88 In Q 6010 1.26° x 5.188°x Reotangub Loedln9 Lm'Ong Ream88ulm LOa4N9 naWalmt9• IamOrre RaolangWer LoedD18 TWTftn9. t.watn0 Reomngutm Lo884,g TmplMmtg, Lmdfne Reolmguier LoatlOG treprtdang. LoedfeG Redwvtw Loedln0 Tmp)Tdang. L-ft Rao iirw Loading Tre ftd m Laing atengWm toadblg WTdmv. Laft RaotmtgWm LeedbG Tavidwe. Laaft J!W Alum F-42 3.114• r 246° 0.84' 0.924' 1914' a. 1.914' 48D am I-Iw 270 am LIFE =0 Dn 1 -14' 354 am 1.114° 740 r% 1 -114• Ibe 1.114° 8841b2. r 11BPles 1488' 2.29 n. 420 ft no Ibs 4 Arobom G 1.18• WA 0.0. / amig M 911p (Flg. a 480 got 700 am WA WA 388 me WA WA [170.. WA WA h fill, 11w ma I 1 11 mms WA In 170.0 8w 170.0 438 170.0 7A4 1780 479 170.0 888 170.0 800 170.0 882 170.0 818 170.0 1118 170.0 821 170.0 1240 170.0 821 170.0 1488 170.0 821' 0 1730 170.0 821 181.8 1788 170A 921 40 In 170.0 708 7/0,0 824 170.0 880 170.0 884 170.0 992 170.0 880 170.0 1138 170.0 681 1720 1279 170.0 877 170.0 1417 170.0 890 984.8 1907 170.0 890 2.7 1849 170.0 880 118,1 1949 170.0 880 88.8281n 170.0 747 770.0 999 170.0 888 770.D 891 170.0 9098 170.0 894 170,0 1188 170.0 723 1720 1348 170.0 747 187.0 1488 170.0 788 189.2 1488 170.0 788 118.3 I'= 170.0 788 104.4 1488 170.0 788 54 797 170.0 611 1720 998 170.0 887 1720 1118 1720 784 170.0 1478 170.0 80.9 10:7.1 1878 170.0 887 140.8 1318 170.0 888 1223 1976 770.0 881. 1048 1878 170.0 881 91.7 1378 170.0 891 880 170.0 170.0 701 170.0 1088 170.0' 797 188.8 1198 170.0 We 189.0 1188 167.4 830 128.8 1188 188.8 978 111.2 1190 1820 612 02.7 1188 1448 809 724 1188 144.8 808 828 1188 744.8 909 6381 1720 83D 170.0 748 180.1 1061 1720 880 1372 1061 186.0 882 1w.7 .1091 142.0 848 1027 1061 132.3 887 99.1 1061 188.7 830 80.1 1081 110.8 822 86.8 7081 119.1 821 80.0 1081 118.1 821 Sala 187.1 887 170.0 788 789.3 887 187.8 809 119.4 867 199.0 790 104.4 �/ 147.8 777 82.9 987 112.8 797 93.6 997 1028 789 89.6 887 700.0 780 60.7 897 99.9 748 62.4 887 90.8 748 Mbt 128.7 804 38.2 BOB 107.3 W4 112E 684 97.9 904 101.9 671 90.4 904 91.4 We 11.8 SO4 84.1 880 94.4 804 78.8 849 See 804 72.9 899 48.0 e04 eme 828 422 804 88.8 We ,e,gs 7810 188.4 722 110.4 630 912 722 072 818 782 722 68.3 888 88.4 722 78.7 880 828 M2 70.3 688 89.7 712 88.8 $80 48.8 742 88.8 870 .38.1 M2 Be.? 886 84.2 722 682 884 ib 781n 1012 888 1028 600 84.4 838 88.8 888 72.3 896 78.6 677 83.S 988 70.6 8M 882 888 848 860 60.8 886 60.1 883 42.2 888 84.3 843 882 886 81.A 897 91.8 688 827 886 0010 05.0 618 88.0 457 64.9 818 67.6 449 47.1 819 80.1 441 41.2 818 44.7 434 58.8 918 40.8 428 83.0 818 37.4 422 2/.9 816 33.1 413 23.6 618 828 497 w.8 819 28.1 404 8483 88.8 404 46.3 483 47.1 887 38.8 489 41.0 881 33.8 463 324 988 30.4 483 33.0 979 27.2 489 30.4 374 22.8 488 88.8 988 19.4 A69 24.3 389 17.0 488 42.9 968 320 373 31.8 388 32.6 918 272 368 78.4 319 23.5 368 482 308 21.2 986 227 304 121 358 20.8 300 15.9 888 We 889 888 38.0 388 29.3 988 311 881 78.1 888 .22.0 338 29.2 283 19.8 888 �.8 288 17.8 988 121 785 180 48.8 489 29.1 880 19.8 280 208 256 17A 200 182 188 184 288 124 248 701 70.9 188 Anchor Cape9hq Table Pma) FIGURE 2• • • • • sutmeete: Ift Comrete I 8.6k tbna I thOw CMU Fried CMU I PT Wood udw Anchor Clip Pebms 2 Ap0Im2. Q 4.77 AnOw Tm: 8M6 Eloo Ulbaeon 774• Bbo Nimopn r 2-tPr �la7traeon 31W MM MR= 174• Elm Ultwon 1W 88 oleo Aggm(9atm &Me• 6100 Ultomon tW 88 aWO Aggt eaw 010 OteN 8eefmr((?8) 012 Steel 8m (GM 912 steel scm(05) Etlgb n)atanee Mk 9° 6mbadneont M$ 1914° MIM. O.0. s Cb (Fig. t 380 4.1/2` 3.1/8' 1 r 2417 r 21PC• r 3.114• r 246° 0.84' 0.924' 1914' a. 1.914' 48D am I-Iw 270 am LIFE =0 Dn 1 -14' 354 am 1.114° 740 r% 1 -114• Ibe 1.114° 8841b2. r 11BPles 1488' 2.29 n. 420 ft no Ibs 4 Arobom G 1.18• WA 0.0. / amig M 911p (Flg. a 480 got 700 am WA WA 388 me WA WA WA WA WA 882 nm 840 We 11w ma 4 AWM @7 Mh O.C. /� wMgle Cupe(Flg,sx 78880 WA 1 And&IF- M(Fix4 10800 2 KZ;M 1.Ir Ian. 0.0. / F.ZOM (Rg. 288 am Mn'M• Gno 7•ue: necacr n� m . m� rum e...� ......... 780ma WA mms WA C1,V4 840 am WA no am WA WA WA 78805 WA 938nm WA ee6 me WA 2S84 m2. WA 8921 me WA Soft WA 1'12000 1432 2.0 198 um 388 am 7182.0 M 13800 WA 1409. son. mme WA 870440 NIA I 234Ibe WA s3211e I WA Bel lbe I WA gibe 32600 210tb2. 4201M 280 me 688 no • O FIGURE 3 ffe FIGURE 4: • • • • ANCHOR CAPACITY ADJUSTMENT FORMULA. ANCHOR CAP. „,,,, X `MULLION CAP..,,,: ANCHOR CAP.,,. USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING. WHEN IT tS LOWER THAN THE MILLION 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 O • FIGURE 2• • • • • TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEEP 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. • CLIP MUST . • 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE IN PAIRS. 3) MULLION AND MULLION CUPS 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-W. WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.86. ALUMINUM SHALL BE 8083 -T6 AND BE A MINIMUM OF .126° THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND 04V THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .128' THICK AND ASS. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. i RBV)SBD s%wIthfh9 Fhw1& V ��Illllllll / //� No.68705 -D Olt E o ll ��0 w T OF : ' �''ci�`S�OI�IAL;G• . A. LYNN I�liItLR, P.E. FL P.E. #88706 ANGLE • CLIP MUST . • BE USED IN PAIRS. FIGURE 6: FIGURE & • O • • 3) MULLION AND MULLION CUPS 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-W. WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.86. ALUMINUM SHALL BE 8083 -T6 AND BE A MINIMUM OF .126° THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND 04V THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .128' THICK AND ASS. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. i RBV)SBD s%wIthfh9 Fhw1& V ��Illllllll / //� No.68705 -D Olt E o ll ��0 w T OF : ' �''ci�`S�OI�IAL;G• . A. LYNN I�liItLR, P.E. FL P.E. #88706 TABLE 9A Maplon Capacity Table Opening Wldtb (for vlydoaily9permdiG rumor s) or Opening Height (tor MftmrmaUy9pannirg muIDore) so In 8010 70 in BO In so In 10001 1201n 140 in 180 in 2x4x.26 ReftnoWer Loemlg I TrRV7ft g. Looft, modw M&M 7tepRriel•. Loemn9 Ream"PAm L0904 T111Widar•. Lam" Ra2im•Wm LomW TmWdan9 Loaft Remmt9aim Loeft TmWrOe-g Looft Reole - Loeb TreFmPamg• Loaft Reofe�0er Lo" 1YeplTrleng. Loedmg RedengWar Lom8n9 71eWrden9• LoeA1• Alum. Tuire Mullion RIT, g a 1 ^ >a if 42 in +70.0 8'20 170.0 438 1 70.0 744 170.0 478 170.0 806 170,0 170.0 882 1ra0 819 1ra0 1110 1ra0 821 ira0 1240 1ra0 821 tra0 1483 .0 1ra0 1738 170.0 821 170.0 1 170.0 621 4810 170.0 708 170.0 04 1ra0 170.0 834 178.0 892 17010 am 170.0 1133 178.0 881 17060 1276 170.0 677 170.0 1417 170.0 880 170.0 7-0e 1ra0 880 170.0 188:+ 170.0 680 170.0 2267 170.0 ago 80.0261- 170.0 747 170.0 603 1700 880 770.0 831 ira0 1048 170.0 864 17xO ilea 170.0 723 170.0 1346 170.0 747 170.0 1494 170.0 786 170.0 1788 170.0 788 170.0 2082 170.0 7M 170.0 '138'1 170.0 788 89 b 170.0 797 170.0 612 170.0 gM 1ra0 01 170.0 1116 7/0.0 784 170.0 1276 170.0 00.1 170.0 14M 170.0 837 170.0 104 170.0 aM 170.0 1813 170.0 831 170.0 2231 170.0 831 170.0 200 170.0 981 010 170.0 M6 7/0.0 701 170.0 100 170.0 787 17 &0 1240 170.0 876 170.0 1417 170.0 944 170.0 104 170.0 08 170.0 1771 170.0 1033 170.0 2726 178.0 100 170.0 2478 170.0 1083 16MB 280 170.0 1083 MIn 170.0 a38 170.0 748 17&0 1118 170.0 883 170.0 13M 170.0 900 170.0 1488 170.0 1016 170.0 1873 170.0 1076 17 &O 180 17&0 1122 17 &0 231 170.0 1183 18&7 3 17 &0 1771 140.8 20'd 170.0 1171 Min 170.0 874 170.0 788 110 170.0 833 170.0 1304 170.0 1002 T/&O 1888 170.0 1088 170.0 1783 Inc 110 Inc 1848 170.0 1210 170.0 2398 Me 1278 181.8 2437 170.0 1283 132.8 2437 170.0 1288 72 in 170.0 IM IMO 878 1276 170.0 1009 170.0 1483 170.0 1128 170.0 170 170.0 1228 170.0 1813 170.0 1318 170.0 2125 +70.0 1837 148.9 2184 170.0 140 IPA$ 2104 170.0 160 10.2 2184 170.0 1630 7883 170.0 1122 170.0 837 1349 110.0 100 "MO 1870 17&0 1'208 17&0 1794 170.0 1522 1981 1030 170.0 1421 140.0 1880 17&0 408 123.8 1980 109.8 1808 100.1 1998 164.0 1538 826 1883 182.7 101 781n 170.0 1161 17 &0 86/ 1381 17 &0 IM 17&0 1619 17&0 1260 170.0 1042 170.0 1389 1027 1881 1760 1474 137.4 1881 103.1 160 114.15 1831 147.3 1473 682 1881 183.8 140 8&9 1881 137.8 1484 00 In 170.0 1320 170.0 1144 [17 1388 168.0 1218 127.8 1398 138.0 1196 111.8 1398 121.3 1178 00.4 1398 1102 1182 83.6 1098 9019 1147 74.6 1898 89.8 1172 83.9 1398 82.7 1108 60.9 1583 78.8 108 Mtn 147.4 1798 189.8 108 1228 1279 1078 10.5 1220 111.2 1081 92. 1 83.0 1044 81.8 1229 8&8 1028 75.7 1298 824 1018 81.4 1728 72.2 883 627 1238 83.8 977 48.1 1229 0.1 987 tM in 1028 971 10&8 H7) 971 M.O 683 74.0 971 772 808 1 00.4 837 879 671 99,8 826 61.8 671 808 876 45.1 971 49.0 7M 37.0 871 44.0 782 324 871 40.8 771 1/t d1 83.4 679 87.9 809 019 01.8 818 eat 678 7 &8 BM M. 916 829 784 83.0 818 83.2 784 47.9 618 81.8 774 3A7 818 44.8 783 94.1 918 402 742 98.8 678 7/.1 Td2 12010 Me 7M 78.8 710 783 83.8 783 83.9 783 80.8 698 47.2 783 49,4 883 418 783 44.4 677 37.7 783 40.8 083 31.8 783 54.8 o0 279 783 91.0 e41 28.6 7M 28.4 831 144N 427 648 442 804 848 57.0 483 31.2 848 51.8 401 27.5 649 282 468 24.9 848 28.9 479 70.8 848 229 474 182 649 18.5 484 1&8 848 17.2 40 19.7 848 16.0 448 TABLE 9B ANCHOR CAPACITY ADJUSTMENT FORMULA: Alwher Capacity Table Ps) 27k 9.Bk C4-& Ho11owcm F@e0 CMU PT and (DP_) X (AN ti', =ANCHOR CAP- CHOR CAP.,: MULLION CAP.,,,,,,,,, USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED° CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. Anchor AncMr CAp Parterre Anchor 1Ypa 3716• EWo tNnmml v8. FJeolStracaO Eko Wmoon 9/18' Ebo U2 ma v4° EmoUWenon 183` 98 Efoo A99reGaW Via, Eloo WUmm1 IW 38 RICO AMMOMm 010 Smew(GB) 912 Steel Somw(GM 912 Sleet 8-(08) Edge O gmm M 1• 2.1P2 1• 2 -t2• 3•va' t• 2•vr 1' 2.172° r 3-41r r Ur ear caw Emnealtmn Mh a 4g47aIdnO.a /srmmm (Flg1or 4 A-Ohme a 283• MIn 8.a! MwMd CBp Ova 4 e Arohme ®1.71' Min. O.C. / 8te tlmd a p ft 4z aAnanpa 9' Min Qa t 245An91e pipe (Flo. 5x SAndwac�s °emnoa102"Arg*01yp(Pi90 3AnWm Q 1.34" ban 8.C. / LLgy =1/8' Alm- Z 7]: 0 Arol me Q Q84• BIB-, O.C. / t1f.0p, ODO 178• plan (Ft9. �; 1374° 8.M 740 W8. an Wm 783 We 1170 Me WA 14W 383 740 Q& 7-A Saw• 8.M Om an We 783 Um 683 We tommB WA 1414• MOW3 1488 W8. 1948 W3 1530 We asaoW3 WA r 184400 1424 We WA lm me 2e4am3 WA 14W 270 am WA W 31 WA t -1/4• 260 Om -96 -no- mom aM We saoWa WA 1.1/8.• 834Bre WA WA WA WA WA 1.1/4' 74D We 836 ms 798 Ws mom 1140Wa WA 1 -v8.° no WA WA eM We 14o4We WA 1.1w a" on am Ws WA Mo W3 1320 Um WA r 19 WA WA 2384 We 3MMe WA tare• SW eel os W8 WS 832 W8. e7eam WA taus° 420 r two We 1283 um eao me t2Mma WA 68361st 1120 We 180 Ws 11m We pm WA WA WA WA WA WA WA WA WA WA WA WA WA 2A1oMIe ® 283• Mnl as / F42Ip (Fl9 �: 970 W3 315 ft 749 WS 712 W8. WA 283 We WA 848 WS WA 440 Bm WA M We 420 W8. 580 W9 3Ano8ma W 1.7r WA O.C. t RX0It 10)• 998 W8. 300 783 We 848 tbs 270 Ws 73D WS WA 30 Om 468 We 44020 11820S .� Mt01be 80 WB FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: • oe o • oe • • eo • • oo • O O O O O O O O 0 0 0 O • 0 0 • O O O • O O O O • 0 0 • • O O • FIGURE 6: FIGURE & FIGURE 7: FIGURE & FIGURE W. FIGURE 10: ANGLE CLIP e • OEM (FIGURES 688) MUST BE USED IN PAID. oo • CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-Fu I r CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-M. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AN 80 OF 0.66. ALUMINUM SHALL BE 0063.76 AND BE A MINIMUM OF .126° THICK. STEEL STUDS TO BE A M W IM IM GRADE 33 AND .048° THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST -125- THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL r X c X 26• MULLION 1111 Celt! wx 1(IIIIAt .......... �FQ''��i � • No. 66705 • %a STA3oil 0, • 11, SIGNAL ,, A. LYN E. FL P.E.# 6S706 I TABLE 7 Opening Wf dfh( forver8ca6yepem" mu® ons) orOpeningHelghl (forfrorizol.tsdyspemdMmu -) 80.n win 701n 80in 9e(a 1001n 120 in 1401n 18DIn R...I. TieWR RemmeWa. 7tep.TdarS. Reofmgydar nB• --n-- Tntprr"* R�utar Trepl dwo TmWTdarg. Reap Tm V dm TeaOVM. Rs�engum Trep 2x 6x.25 L Losd6� Loadi.g LoedNg LoadlrB lo�7ns loadirm Luna Loaft ImAba Loaft LWAV LOoft Loaft Loading Loft Lo Alum. Tube a a u u II' (DP,®) X / ANCHOR CAP. =ANCHOR CAP.— \ MULLION USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED° CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. NIA WA WA I WA I RA N41 I WA i 7884100 BWId>>ffiCaAe No Acca�fan09�e f8416s 74016s 48810s I 882168 11821* 8280�a 420166 8801b0 /t JL7 NIA 829 Am NIA WA WA 887160 840@0 1120168 ,.moo yy FLa6xt TABLE NOTES. NI�m1 �T1111I1JI /A �CENSF 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 8.000' ` �. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. OC : 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 - fk IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 1 &20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT n - .O A 1 ` -FH I ED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C•90. WOOD SHALL BE PRESSURE- TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.88. OF`� ��O S k i�.t� '•...ORIOP•'' ��: ALUMINUM SMALL BE 8083 -T8 AND BE A MINIMUM OF .125 E�I GRADE 33 TO C? , s/ONA% BALLEAST .I�CK AND A38.ALL ANCHOORS INTO M SHALLEXTEND TLEASTSCREW � -, THREADS BEYOND THE MATERIAL. r x r x 26' A. LYNN I IL�ER, P.E. MULLION FL P E.# 68705 TABLE 11A so in I so In 1- 70 fn L - so to Y - so in I ton In I 1w in 0 min 11 tsofn x 2.11° I.omft I efld ngm1 I Loam S 11 L" t6. I I.oeO no I Lsetl n8 I Lmdtnp 11 Load no lotW 00 comu� I.ossU g Loemn6 .1ar Alum Tube Mull Attctror Cill P858Nre I Am*wTgMj 0118° KW UNeom I 174' Aso WNeom , I olNP so ulwo I im Etm WNmm Iw s$ m I &l TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FIGURE 1: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. ANGLE CLIP MUST BE USED IN PASTS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-80. WOOD SHALL BE PRESSURE- TREATED YELLOW SOUTHERN PINE WITH AN SG OF O.N. ALUMINUM SHALL BE WS3•TS AND BE A MINIMUM OF .125° THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045° THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST . 125' THICK AND ASS. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. (D')X MULLION .:„,., °ANCHORCAP.- USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED° CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) Of THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. i i j ae o0ruyyhr8 wd4OmFlarWa BOildtn8 C�0 goaeymncs ,O By i VI{11111 /� h NO-58705 !� I(?0 a� NAI.,o" A. LYNN MfL ' P.E. FL P.E.# 88705 TABLE 12A FIGURE 2: FIGURE 3 ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE 3) MULUON AND MULLION CLIPS 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 W 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-130. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.66. ALUMINUM SHALL BE 083T6 AND BE A MINIMUM OF .126° THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046° THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .126° THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL is4 x RBYISSD (/ •1 \11111111 /1/� * ' No. 66,8705 * ' �.• srrsE3o II `(vim O •. A LYNN M {LEER P.E. FL P.E.# 68706 Mullion Capmm Table ) Opening Width ((or%vdca*Wmdrg mullions) or Openblg Height (tor 199nlzoro*spamdng nuno13) W In 80 in 70 m So h so to 1001n 1201n 1401n 100 in 3.26 "30 Ret4angWet LoadrB Tmftl'RIe1•. LuaBng ea18r Loa13n0 Teep(Rlm�g. Loaft RWtolgWet L-ft iFaMitlen8• Lom@ng Rwtonguier LceNnB 71aW -- toalonB 4 Loadb• TnydTdane, eaDmne Reotm•uier Lftft Treplf0an0• ue•n9 Reo18n8Waz L-ft T49pfa9aleg. Loaft RWtorogUler Loatn9 7iapiatmo L-ft Reat•gryFet L-ft ltep fdatg. Learn DEMAL BAY MULL �• � � �' � � � � � 42In 170.0 920 170.0 05 170.01 744 170.0 478 170.0 80 17&0 806 1740 892 17 &0 S76 170.0 1116 170.0 821 170.0 1240 17a0 621 17a0 1488 170.0 621 11 &0 1798 170.0 921 149.1 1740 17 &0- 821 401n 170.0 708 170.0 824 170.0 880 1740 884 170.0 992 770.0 890 17&0 1139 n&0 01 17&0 12M n0.0 977 17&0 1417 170.0 880 1822 1522 1740 880 190.5 1&12 1740 � 114.2 1622 170.0 880 5&825N 17&0 747 170.0 983 170.0 8N 17&0 831 !70.0 1048 17&0 004 9740 1198 97&0 723 170.0 1348 170.0 747 1842 1443 170.0 70 13&9 1443 170.0 789 117.3 1443 170.0 788 1020 1449 170.0 788 541n 170.0 787 170.D 612 170.0 e88 17&0 881 170.0 1110 1740 784 17&0 1278 170.0 803 18&4 1959 170.0 837 144.3 1383 170.0 868 120.3 136,9 170.0 881 103.9 1383 170.0 881 1102 130 170.0 881 ON 170.0 888 170.0 701 170.0 1003 17&0 787 1670 1218 170.0 874 14&1 1218 17&0 941 120.9 1218 180.8 938 118.8 1218 1821 024 97.4 1218 148.1 819 83.8 1218 14&1 913 751 1218 14&1 813 01n 17&0 0D Hall 746 170.0 1118 '170.0 880 150.2 1180 100.8 939 131.4 110 189.0 814 110.8 1180 141.8 888 10 &9 1190 136.2 80 87.8 1180 12&7 W'I 78.1 1180 92&2 W0 8 &7 19� 1282 870 0M 170.0 874 n&0 789 1824 1048 '10.8 881 730.8 1048 14&8 884 1745 1040 1851 860 101.0 10� 129.4 839 81.4 9068 11 &8 830 782 tOp 90A 811 0.9 1098 1082 818 87.1 1048 10&2 818 721n 140.8 680 1440 784 117.4 880 128.0 748 10.8 880 19&8 734 09 BBD 10.0 722 782 B0 0'2.0 712 704 860 852 709 857 -a 080 79.2 888 80.9 80 7 &B 808 44A 880 7&4 � '.® 701n 119.7 70 124.1 60 M.9 780 10&4 878 88.8 780 93.3 883 74.8 70 93.8 882 80.8 790 70.9 843 80.8 780 71.7 838 780 89.7 824 428 780 821 819 374 780 81.8 877 7881 110.6 780 718.8 897 92.3 78D 851 864 79.1 7W 8&S 851 SU 700 71.1 821 04.9 70 70.8 612 88.4 70 0.7 06 482 70 894 894 39.8 760 8&2 883 34.8 70 6 &6 a89 90W 721 889 74.4 S0 0.1 am 82.8 491 81.8 S83 64.8 463 45.1 SSS 48.9 475 40.1 889 44,4 468 98.1 603 40.9 q92 30.0 80 9 &2 462 2&8 883 39.9 4416 228 683 91.8 442 981n 69.4 493 91.1 443 456 499 81.8 436 424 40 44.8 422 87,1 498 3&9 421 33.0 496 30.9 418 2 &7 496 932 4108 248 488 21LI 40 212 495 28.0 394 158 488 2&0 SM 10 m 41.7 381 429 30 348 391 3&e 348 29.8 391 97.1 942 2&1 981 274 337 292 991 249 333 20.9 991 228 518 17.4. 891 18.7 521 149 989 17.8 S78 111 N 98.4 370 W.2 338 920 970 950 990 27.8 370 25S 928' 24.0 370 2813 30 21,4 370 228 $78 192 870 20.9 312 1 &0 970 1 &1 120 fn 90.4 917 30.8 288 2&S 917 2&0 284 21,7 317 226 280 1 &0 3n 148 278 t &0 917 17.9 273 L 141 to 17.0 220 77.8 208 TABLE 12B ANCHOR CAPACITY ADJUSTMENT FORMULA: AnOborCepsokY Table (Ibs) (ANCHOR CAP.1 Sddmtm 27k Cm�omte 3.8k C1mo. NopOx u Pmea CON PT I �) X 'ANCHOR CAP.,,, (VAN Ar clmr C Patte173 Ar4tw 7YW 8118• Moo U v4° fto Imam VN 3118• deo Nu= Iw Etoo tmm*m IN SS Eco 8118° Etw 114° 68 Elm 990 Stood 912 Sw 012 SW USE THIS FORMULA TO OBTAIN THE ANCHOR pP nspe0erm I t wOn Agg4e8elor 80 •I (0B) So" (QS) ft- P5) CAPACITY REQUIRED° CORRESPONDING TO AN Edge Osteme (tot r 2-114 r 2-vr s-va' r 2-112° r 2•UQ Y 8.918° 2 44r- 0.541 o424° ACTUAL PRESSURE REQUIREMENT FOR THE Embeamm(n ! -N4° 14114° 1.314° 1.914° r t -114° i•U4• t -u4° I-va t-t/a 1 -v4^ r 1-aa' 144 (ae WW 4) OPENING, WHEN IT IS LOWER T14AN THE MULLION 2AnW= ® 8° mm. 06C. 1 24 Clips . 1k 39D ms 300us 460 82 9 1700 271) ms 280 Seams 740 m9 40 roe 6;= 11821be pia ma Emu CAPACITY (FROM THE TABLE) OF THE SELECTED 4 A1mha9 (0 58° 101E O.C.! (z)?>tbAtlgle Cgpa Dig. 2k 70 me 70 tlm TO ga 1870 ms 2828 ma 640me ago 098 WA 1120164 838 ma B01ba 2380 ma 882 ma 840 p3 11200>e MULLION. R WILL YIELD A MINIMUM ANCHOR 8 Arwtmw ®271° 1Aia O.C. / f4H 2118Ar1eto CApe (FtB, 33 1720 m3 1120 ma 8063 2245 ibs 226410 WA 8.0164 WA tego me CAPACITY WHICH MAY BE USED TO QUAUFY ADDITIONAL ANCHOR OPTIONS FROM THE FIGURE 1: ANCHOR CAPACITY TABLE. TABLE NOTES: • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FIGURE 2: FIGURE 3 ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE 3) MULUON AND MULLION CLIPS 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 W 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-130. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.66. ALUMINUM SHALL BE 083T6 AND BE A MINIMUM OF .126° THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046° THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .126° THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL is4 x RBYISSD (/ •1 \11111111 /1/� * ' No. 66,8705 * ' �.• srrsE3o II `(vim O •. A LYNN M {LEER P.E. FL P.E.# 68706 TABLE 13A Murton Ca cl Table Opening Width (forveNcAlspanni g mumons) or Opening Height (forhorTamve*spanni g muM9ons) MD7 BOB 7011 650 in 100b 120In 14050 In m 4-0" I�B7/f1k4�. LomMO L4mQ7i6 TmpdTtkOp. Lae a Wm Lm" T'elv� neolm70 t Twffft•. Reelm•Wm Irm9 (mm. ftmmw* Townw . R4mm721dm L9plfdm7g. Reatan014m TiOy/Tdm78. Reete190m TIe0lTimp. toe&ro Los" Lo" Lo30n0 t. -dD70 L-d19• L-0n0 l.-mt• 4-010 B1A1';90jA' . L 3 >s If l i 1 4289 170,0 820 170.0 438 17x0 744 17MO 478 17x0 898 170.0 am 170.0 892 170.0 $to 17MO 1118 170.0 821 170.0 1240 170.0 821 170.0 1489 170.0 821 170.0 1738 170.0 821 150.3 1871 170.0 827 4811 770.0 "a 170.0 824 170.0 880 170.6 BBO 170.0 082 170.0 830 170.0 1183 170.0 809 170.0 1278 170.0 97 170.0 1417 17.0 880 903.7 1837 170.0 889 140.3 1837 170.0 889 1728 189 170.0 880 50.828in 170.0 747 170.0 893 170.0 808 170.0 837 170.0 1089 970.0 884 170.0 1100 770.0 728 17x0 1348 170.0 747 170.0 1409 170.0 788 147.1 1802 170.0 788 12&1 1882 170.0 7M 110.4 1892 170.0 789 84In 170.0 767 770.0 612 170,0 888 17x0 am 170.0 1118 179.0 786 170.0 12M 170.0 803 170.0 1434 170.0 89 188.2 UN 170.0 8M 129.3 1488 170.0 081 1148 1489 170.0 881 07.0 1489 17.0 881 8050 170.0 889 1700 701 170.0 1083 17.0 767 170.0 1240 170.0 870 107.1 1303 170.0 644 139.7 19- 17x0 088 189.7 1906 1888 684 100.6 ism 19.1 889 91&8 1308 167.9 982 7&8 1389 167.1 082 6to 170.0 889 1700 748 19.0 1118 170.0 art 1028 1247117U 040 1428 1247 1048 668 128.7 '247 1828 889 114.0 1247 144.3 082 68.0 1247 1382 NO a1A 12fl 138.7 838 71.3 1247 138.7 833 66 to 874 1700 788 170.0 1186 170.0 003 189.4 1189 16.7 989 129.8 1190 147.9 848 79 &4 1189 198.8 628 103.9 1189 129.4 014 820 1189 19148 830 743 1160 118.1 893 84.0 1180 118.1 86 7211 181.8 1010 .0 877 13L7 1010 144.8 8M 17 &4 7010 127.2 So 101.0 1010 114,7 028 829 7810 1088 617 9.0.8 1010 828 807 67.3 1010 BOB 788 87.7 1010 878 780 M.8 1010 07.7 789 .j 78w 197.4 899 143.8 782 110.8 906 1220 778 88,1 003 107.1 8 &8 989 882 789 79.3 908 0..2 738 67 908 89.3 726 87.3 600 74.7 718 49.1 808 713 710 428 889 70.6 76 i8 78 In 127,9 881 1928 784 189.0 881 1128 798 80.8 881 89.8 744 881 88.8 119 70,8 881 81.0 709 838 ON 76.4 64 83.0 61 89.1 61 48.4 61 84.6 876 30.7 891 03.7 072 901 848 854 54 8&6 048 72.1 894 6,1 848 829 81.7 949 89.1 Be 48.0 849 80.0 89 41.4 848 47.0 60 34.8 848 47.8 816 248 848 6.2 811 2 &8 648 98.8 897 i•In 0.2 so 70.1 898 89.8 NB 6.1 46 4 &7 MB SIA 02" 428 NO 46.8 46 9,0 U 41A 479 34.1 !� 30.1 470 28.4 889 934 489 24.8 liM 308 452 27.3 889 2&7 447 16 N 47.0 448 48.9 46 89.9 449 41.2 899 963 449 38.7 89.0 449 31.7 99 208 449 2&B 882 2 &0 449 89.1 977 89.0 448 227 86 17.1 440 89.4 961 18.0 4•D 188 36 111 M 44.1 428 4&0 989 98.8 428 9.9 978 318 428 328 27.8 489 2 &1 387 24,8 489 }83.2 96 221 428 74.0 899 1 &4 428 89.7 800 1 &8 428 1 &8 949 120 m 34.9 364 e&8 61 26.1 389 26.8 389 20.9 am 28.8 21.8 64 228 917 18.4 980 20.8 378 178 894 1 &7 96 14407 20.2 289 20.4 233 18.8 28.9 17.] 289 ,TABLE 13B An• hort:epacgy Table 0s) ANCHOR CAPACITY ADJUSTMENT FORMULA: ANCHOR CAP.,,v,,,, S9AsOe9a 27k Conmel0 9.Bk cow. Hollow cmu Filled CMU PT Wood Motel (OP,�) X ( ) e ANCHOR CAP- 3.5k CAP. w BNE• Eoo IM 88 E00 SPIT Eloo 174° 88 E0o #10 Steel 012 Steed #12 Steel USE THIS FORMULA TO OBTAIN THE 'ANCHOR Ai1CIWf CIp PeI@f10 An01wr type: V16- Moo Ntmcon 174 "�tlIDtlOOn llbazon 3718'Et0o 110aom7 174"EMa Ntreo- AWsGetw Mimm ftmGtm S=W(a%Smew(m) Screw (e5) EOP Molanoo Fy r 22UT t 9/Y 3 U8 r 2 -LIZ 1• I 2-tw 2 3.18° 7 0.49" aea° 0. CAPACITY REQUIRED" CORRESPONDING TO AN Embedmmd ply 14894° 1989• 13w• 1;714• r 7.974• t -eta 1170.° t -v0.° 1•va• t v0.• r 798• tag. ACTUAL PRESSURE REQUIREMENT FOR THE note 0 OPENING, WHEN IT IS LOWER THAN THE MULLION 2 O.C. t W MA11910 UUP IFUL IN 96 Ore 960.0• 489169 1750 Dx1 ma be Y40 489. Ws 720 Me 1182 0e 42D 889Ibe CAPACITY (FROM THE TABLE) OF THE SELECTED 4 Am8wm tgs.9•Mb7.0.0.tp027di At•le CHpe B'S.2y 7890s 76m3 mMfts a7oms 206[89 840Its MO Oe N!A t12D Its 989 ros 8500s 2364 [be �'d 0s 840 1120 um MULLION. IT WILL YIELD A MINIMUM ANCHOR BAOObme@277•Min. O.Q!(�ZxBAngie f2lpe (Ft0.3y 112011• 17201be B88IDS 2264178 WA 840@9 IVA 1.1 WA 7=Ws titA 07803 1250 1 16M me CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE FIGURE 1: ANCHOR CAPACITY TABLE. TABLE NOTES: • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. FIGURE 2 FIGURE S: ANGLE CLIP (FIGURES 13) MUST BE USED IN PAIRS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE 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 0.80. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.88. ALUMINUM SHALL BE 8083.78 AND BE A MINIMUM OF.1217 THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .048° THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .128° THICK AND ASS. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. ho �Y V_,, I I I I I I I j"-, a�xe�GEN3E 'Af C No. 58 705 'tAC t 3o it <! o. � ","SIONAL A, LYNU WLt4'_14, P.E. FL P.E.# 68705 411 111' 111 /iii,, j 1�1�1 f 111' 1' X 2.78' X .880' MULLION 6083 -T8 ALUM. X- SECTION :•1,: j� -.128 }� �^-.17b° ---I I• -.128° U•CLiP 8003 -T8 ALUM. STANDARD CLIP X- SECTION 2X8 ANGLE CLIP 2.000° 6003•TOALUM. I 8083•TBALUM. XSECTION 2.126° • xsECnoN .126' 7 I 128 F- 6.600° .378° 3.128° --+j CUTHERETO 378° _ CREATE F -CLIP, SEE MIN. MIN. j DErAIL F. SHEET 4 1.16° I A M6J. O.C. 0.312' STANDARD CLIP 6083 -TS ALUM. TOPVIEW �S.S00'� 376° .378° MIN. MIN. I 1.1S° MIN.,, O.C. 0.312' B I C OFFSET CLIP •1� 8083•TB ALUM. TOPVIEW .740° •- 1'' .338° MIN. U-CLIP 6.000° .378° MIN. ' 8083.78 ALUM. I E USED FOR ALL TX 2° AND 1"X 278° MULLIONS. SHEETS" 0.312" 0.228 TYP. TOPMEW 3.000° MW. � I .338° MIN. U OLIP 8083 -TS ALUM. 1'X33,18 X3 X A L !S FOGY. i E 8 TOPVIEW .338° MIN. U-CLP 8083.78 ALUM. 126° X 3.188' X .288• MULL ONLY. SHEET 12 TOPVIEW E 2X6 ANGLE CLIP 8003-TSALUM. TOPVIEW TABLE B 128 X 3.138" X 288° MULLION 6083 -TB ALUM. X- SECTION Mull Dhneon (ffiteet#) POT pert# Mullion I Std. Clip OBSetClip U•Cllp Angle Clip r X2° X.126° (5) 88806 BM13M ON1118M 6862434 8685114 1° X2' X.378° (0) SSBM 688114M 6661 IOM 686244M NW12M 1" X178° X.375' (7) 6OW 66811.5M 88611204 888246M 688513M V X2.76" X. 660° (8) I 66808 8881184 6801121M MU40M MM14M 1' X 3.125° X. 600° (8) 68837M 8881116M 68811144 I 666242M 668616M 1.2WX3.985•X. 285°(12) 688414 ONII17M SSOI113M 6SM41M 666616M 128°X2.11 °X.125 (16) 69370 NIA WA NIA SM17M NOTES: 1) ALL MULLION CLIPS MAY BE FACTOR`! MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE ORLLED 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 1.625 1 °X2' X.126" Aluminum Tube Mullion B 2.864 C 0.896 D 0.740 E .450 Min. A 1.128 1° X2'1 X.376° Aluminum Tube Mullion B 2.404 C 0.635 D 0,490 E 0.460 A 1.878 1°X2.76' -X .376 Aluminum Tube Mullion B 3.000 C 0.757 D 1.118 E .450 Min. A 1.312 1 °X2.76'X ew Aluminum Tube Mullion B 3.000 C 0.478 D 0.838 E 4$0 Min. A 2.000 1° X 3.126° X .640° Alum Tube Mull B 2137 C 0.883 D 1.137 E Am Min. A 2.826 1.26'X3.168° X.288° Alum Tube Mull B &M C 0.862 D 1.782 E .460 Min. A 1.813 1.28°X2.11 °X .1211 Alum Tube Mull 1111 I* ltllt111Uf�� ''�lcENSE' • 4p' * No.58705 "O R 3�t1 :' :P Q''• STATE F A LYNN SJIILL��t, P.E. FL P.E.# 68705 i i i i i i i i i • . 8083-TO ALUK X-SECTION .375, u i j i i i WBAYMULLMN i 6063-T6 ALUM. i I/ /,1�� •�''' i+.981'� Tao° jr.128' --I F -.125' y, a z.000° � a.126° �z 2.000° 1 126° I 125' Z STANDARDCUP .128° U-CLIP 2X8 ANGLE CLIP � 0003- TOALUM. 6083T6 ALUM. 8063-76 ALUM. XSECTION X- SECTION XSECTION CUT HERE TO CREATE FCLIF, SEE .376° DETAIL F, SHEET 4 .338° MIN (1 I "`� O , _ 0.31Y i I I F O OV+/. I O `- W0.220" 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 OFFSET CLIP 8083 -TB ALUM. TOPVmW TARLF C �S.ODO° .378° MIN. 0 S7f 0.31Y MN m 2X8 ANGLE CLIP 8083.78 ALUM. TOPVIEW Dlmendon STANDARD OUP For Mullion: U•CUP 3.687 8083•T8 ALUM. G 6083 -TS ALUM. H TOPVIEW F USED FOR ALL P 1 °X4 "X.378° Aluminum 'tube MuMen G 0.757 X 4" MULLIONS. 1 2430 F 2.813 8WEET310 & 11 F 8.000° ---�{ 45° Bay Mu0 TOPVIEW 378° 45 Degree (17) 1 WA MIN. WA .378' 1.16° MIN. 1 �0.31Y O.C. 2280' I 34 00° H O eerz= TARE F n 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 OFFSET CLIP 8083 -TB ALUM. TOPVmW TARLF C �S.ODO° .378° MIN. 0 S7f 0.31Y MN m 2X8 ANGLE CLIP 8083.78 ALUM. TOPVIEW Dlmendon Vakre 0n) For Mullion: F 3.687 1 °X4 °X.128° Aluminum Tube Mullion G 1.000 H 2680 F 3.187 1 °X4 "X.378° Aluminum 'tube MuMen G 0.757 H 1 2430 F 2.813 30° Bay Mull F 2.875 45° Bay Mu0 Mu8 Dimension tehseta) POT Part # Mullion atd.Clip Offset Clip tl•Clip Angle Clip I" X4° X.128° (10) 68364 GW111M 6861122M MR41M 6WS18M 1-X4-X.370-(11) 68810 6W112M 6MI123M SSWA2M 668M18M 30 Degree (18) 61048 NIA WA WA 606110M 45 Degree (17) 88860 WA WA WA 6868111M 2.71° MIN. O.0 (BAY MULLS) Q 3.00' MIN. O.C. —] 0' X 4" MULLS) —y `�4a \1111111liY�i 4YNN * 140.58705 .a I Q ST 7E /ONAL E,. A LYN�I�iGBCL�'f3 P.E FL P.E.# 56705 TABLE E Mull Dimension (s hoot 0) PGT Part A Mullion Std. Clip I U-Clip I Angie Clip 2 "XN'X.26•(13) 88802 888281M 688271M 8865112M r X 8" X.26" (14) 88804 666MM I 688272M I 6MI13M 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. 0' 2,00WO4. •2° 2• X 4X.28 MULLION 6083.78 ALUMX- SECTION 2°X6`X.W MULLION 6003 -T8 ALUM X-SECTION .376" MIN. 1.7 MIN. O q 128° STANDARD CLIP i U-CUP 2XSANGLECLIP 6083.78 ALUM. 8083 -TS ALUM 8083 -TS ALUM. XSECTIOW 2.1LL 28' X•SECTION 2.000• X•SECTION 125• .126• 126" 1�1.aeo• --I T CUPHERETO CRF.ATEF-CUP. ,376° _SEE DETAIL F. SHEET4 MIN. I 0.312° I /'1 �- 2.620• -- STANDARD CLIP 0083 -TS ALUM TOPVIEW 6.800` 3.800• ---�1 CREHERETO .378' I CREATE ETO .375° MIN. f� _ SEE DETAIL F, I �I SHFET4 : —MIN. I 1.716' I MIN.O-C. +I Q \w^ ` -0.312* STANDARD CLIP e0B9 -T8 ALUM TOP VIEW 378" 0.226° I 1.344• O.C. I 637° MIN. O.C. U-CUP 8083 -T0 ALUM. USED FOR 2 X P MULLION, SHEET 13 TOPVIEW . 33778" 1 P MIN. O.C. U-CUP 8083 -TB ALUM. USED FOR 2X8° MULLION. SHEET I4 TOPVEW 2X6 ANGLE CUP 8083 -T8 ALUM TOPVIEW 1 6.000°— + 2X8 ANGLE CLIP 8003 -TS ALUM. TOPVIEW PRODUCPREVISED as eomplyiq wuh the Flmhte Btdtd6t0 Coda A! ptMmoNo Ex 00 By ada 1lttul No. 58705 a ll o li ?!( 'iO�F'••PLOR100;.• f0? A. LYNN �ILLER, P.E. FL P.E.# 58706 5.000` 3.000 °MW.O.C. Y .3-r6- MW. V 0.312" -- © -- - -- 3.433° L o 0K, MR M�. 2X6 ANGLE CUP 8083 -T8 ALUM TOPVIEW 1 6.000°— + 2X8 ANGLE CLIP 8003 -TS ALUM. TOPVIEW PRODUCPREVISED as eomplyiq wuh the Flmhte Btdtd6t0 Coda A! ptMmoNo Ex 00 By ada 1lttul No. 58705 a ll o li ?!( 'iO�F'••PLOR100;.• f0? A. LYNN �ILLER, P.E. FL P.E.# 58706 EXAMPLE 1: SINGLE VERTICAL MULLION MULLKIN LENBTFi NOANCHM IN HEAD THE BUILDING SUBSTRATE 18 KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2 -11C. THE OPENING REQUIRES A DESIGN PRESSURE OF +60.01 -W.D PSF. 1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITASLE,THE MULLION LENGTH IS 72" AND THE OPENING WIDTH IS 32" +32+1° -W. REFERENCING SHEET 22, THE COLUMN USING RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FROM DEPTH OF 2 -U4" AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +80.01 -80.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SfZE, USE THE NEXT LARGER SIZE AVAILABLE FROM TABLE 3A, SHEET 7, THE 1 "X 2.78• X.375' MULLION (LENGTH = 72", OPENING WIDTH = 707 MEETS THE DEPTH REQUIRED. HOWEVER THE DESIGN PRESSURE IS +/ -88.3 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 4A, SHEET 8. THE 1 "X 2.78° X .080° MULLION (LENGTH o 72", OPENING WIDTH = 70") 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 SW LOS. 2) USE TABLE 48 TO FIND THE ANCHOR TYPE. ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE BOTH THE STANDARD CLIP WITH (4) 012 ANCHORS AND THE 2X5 ANGLE CUPS WITH (4) 012 ANCHORS HAVE A CAPACITY OF 840 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CUP IS EASIER TO INSTALL. 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS + /-W.O PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF On LIES. ALTERNATIVELY, THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: (60 PSF} X 72 7 13S = 824.9 LBS (MAYBE USED TO QUALIFY 010 STEEL SCREWS FROM TABLE 4B) THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL. THE WINDOW FRAME DEPTH IS 243A°. THE OPENING REQUIRES A DESIGN PRESSURE OF +50.01 -68.0 PSF. FOR THE VERTICAL MULLION: 1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32°+721+1°= 108" AND THE OPENING WIDTH IS W +W+1 " =73°. REFERENCING SHEET 22, THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT ISAT LEAST THE WINDOW FRAME OEM OF 2.3A° AND WILL EXAMPLE 2: MULTIPLE MILLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +60.Ob46.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. MULLIWDTH -lr II��III��I AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 9A, SHEET 13, THE 2" X 4" X 200° MULLION (LENGTH =108% OPENING WIDTH = 807 HAS A DESIGN PRESSURE OF +1 -94.7 PSF WHICH EXCEEDS THE REQUIREMENTS fl IIIII � � � II FENESTTRRATION SHEETS .3 BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2" TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH IS 38° +3S° +2" -7C, NOT 73° AS PREVIOUSLY PRODUCTS ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN THE BUILDING SUBSTRATE 18 KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2 -11C. THE OPENING REQUIRES A DESIGN PRESSURE OF +60.01 -W.D PSF. 1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITASLE,THE MULLION LENGTH IS 72" AND THE OPENING WIDTH IS 32" +32+1° -W. REFERENCING SHEET 22, THE COLUMN USING RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FROM DEPTH OF 2 -U4" AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +80.01 -80.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SfZE, USE THE NEXT LARGER SIZE AVAILABLE FROM TABLE 3A, SHEET 7, THE 1 "X 2.78• X.375' MULLION (LENGTH = 72", OPENING WIDTH = 707 MEETS THE DEPTH REQUIRED. HOWEVER THE DESIGN PRESSURE IS +/ -88.3 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 4A, SHEET 8. THE 1 "X 2.78° X .080° MULLION (LENGTH o 72", OPENING WIDTH = 70") 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 SW LOS. 2) USE TABLE 48 TO FIND THE ANCHOR TYPE. ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE BOTH THE STANDARD CLIP WITH (4) 012 ANCHORS AND THE 2X5 ANGLE CUPS WITH (4) 012 ANCHORS HAVE A CAPACITY OF 840 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CUP IS EASIER TO INSTALL. 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS + /-W.O PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF On LIES. ALTERNATIVELY, THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: (60 PSF} X 72 7 13S = 824.9 LBS (MAYBE USED TO QUALIFY 010 STEEL SCREWS FROM TABLE 4B) ce a It Flmlda ��• pig;,." ...:. "� �i _� '� • No. 58705 (fiIFIVIF w A. LYNN Ii1R, P.E FL P.E.115B705 THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL. THE WINDOW FRAME DEPTH IS 243A°. THE OPENING REQUIRES A DESIGN PRESSURE OF +50.01 -68.0 PSF. FOR THE VERTICAL MULLION: 1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32°+721+1°= 108" AND THE OPENING WIDTH IS W +W+1 " =73°. REFERENCING SHEET 22, THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT ISAT LEAST THE WINDOW FRAME OEM OF 2.3A° AND WILL EXAMPLE 2: MULTIPLE MILLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +60.Ob46.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. MULLIWDTH -lr FROM TABLE 3A, SHEET 7, THE 1 "X 2.75• X .376° MULLION (LENGTH =105°, OPENING WIDTH = 807 MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS + /-16.1 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 9A, SHEET 13, THE 2" X 4" X 200° MULLION (LENGTH =108% OPENING WIDTH = 807 HAS A DESIGN PRESSURE OF +1 -94.7 PSF WHICH EXCEEDS THE REQUIREMENTS SEE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. DUALS, FENESTTRRATION SHEETS .3 BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2" TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH IS 38° +3S° +2" -7C, NOT 73° AS PREVIOUSLY PRODUCTS ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN APPROVAL', THE 73" DIMENSION (354W+354W +2°=737. 2) USE TABLE 98 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE IN THIS EXAMPLE, ASSUME THE POURED VERTMAL I CONCRETE HEADER AND SILL ARE 8" WIDE. IF THE MULLION CUP WERE TO BE CENTERED WITHIN THE 8", CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE A% .UON ` SEE .` E USING THE STANDARD CLIP WITH (8) 3H6" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2 -1/2" GIVES AN ANCHOR CAPACITY OF 1080 LBS WHICH IS GREATER, AND LENGTH DETAILS, DE1.A. S & THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 071 LOS. OPENING SHEETS 23 SHEEP 3 FOR THE HORIZONTAL MULUONB: FOR BECAUSE THE VERTICAL MULL WILL BE A 2" X 4" X.260• MULUON, IN THIS EXAMPLE WE WILL MATCH THE HORRONTALAND VERTICAL MULUONB, ALTERNATIVELY, ANOTHER NORM MM OA! MULLION TYPE COULD BE CHOSEN. 1) THE MULLION LENGTH IS 30" AND THE OPENING HEIGHT IS 32 "+7Y +2' =100`. REFERENCING SHEET 22, THE COLUMN USING TRAPEZOIDAUIRIANGULAR LOADING MAY BE USED. FROM TABLE SA, SHEET 13. THE 2" X P X 260° MULLION (0 LENGTH o 42*, OPENING HEIGHT a 1207 HAS A DESIGN PRESSURE OF +1.170.0 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THEANCHOR CAPACITY REQUIRED OF 621 LB. 8&E DETAILS. SHEETS 2) USE TABLE 93 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE CMU SUBSTRATE IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE 8" WIDE IF THE MULLION CUP WERE TO BE CENTERED WITHIN THE 8", CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE USING THE 2X8 ANGLE CUPS WITH (4) 3118" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1" GIVES AN ANCHOR CAPACITY OF 640 LBS WHICH IS GREATER. AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 621 LBS. tt-PENIM 4) FOR THE U -CUP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF 021 LBS. TABLE 08 FOR THE U -CUP SHOWS THE ANCHOR 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 A912 STEEL SCREW. FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS: +184.7 PEP FROM THE VERTICAL MULLION: +1 -170.0 PSF FROM THE 30" HORIZONTAL MULUON ATTACHING TO CMU; +1- -170.0 PSF FROM THE 30" HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTERSECTION). THE LOWEST DESIGN PRESSURE IS +w.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULUONS OR FENESTRATION PRODUCTS. WU APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. ce a It Flmlda ��• pig;,." ...:. "� �i _� '� • No. 58705 (fiIFIVIF w A. LYNN Ii1R, P.E FL P.E.115B705 �II —~4 IPA,, illf / li LOADING OF VERTICAL MULLION SELL OF WINDOWS NOT ANCHORED PW LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED ' LOADING OF VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLIONS EXAMPLEB OF TRAPEZOIDAL ?RIANOULAR LOADINGS ADING OF HORIZONTAL MU LOADING OF HORIZONTAL MULLION WITH INTERSECTING VERTICAL MULLION I I I LUnulluc� OF VERTICAL MULLION LOADING OF VERTICAL MULLION 1 PANEL OF HINGED �R tS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MUWON$ j LOADING OF (2) HORIZONTAL MULLIONS I /III/ I I!I/ ,lll/ I/ I/ iml RERESENTATIONS OF TYPICAL PW CONFIGURATIONS. i ro� MAY BE EXTRAPOLATED FROM !� %illllhl ��Ili ool LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED ' LOADING OF VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLIONS EXAMPLEB OF TRAPEZOIDAL ?RIANOULAR LOADINGS ADING OF HORIZONTAL MU LOADING OF HORIZONTAL MULLION WITH INTERSECTING VERTICAL MULLION I I I LUnulluc� OF VERTICAL MULLION LOADING OF VERTICAL MULLION 1 PANEL OF HINGED �R tS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MUWON$ j LOADING OF (2) HORIZONTAL MULLIONS LOADING OF VERTICAL MULLION I /III/ I I!I/ ,lll/ I/ I/ iml RERESENTATIONS OF TYPICAL PW CONFIGURATIONS. i ro� MAY BE EXTRAPOLATED FROM B pmt I THOSE SHOWN. ool o� �' // PW BE DETERMINI D, USE RECTANGULAR LOADING. �� O .• ' �NSB �i 56105 ~ to /0 ACTUAL ANCHOR LOCATIONS. LOADINGOFHORZONTAL LYNL A N Mitt P.E. MULLION FPBS6S i LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION il -, vi "k g� ffi� Yd LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION NOTES I /III/ I I!I/ ,lll/ I/ I/ w BuIldfiv Clod the Flarltta RERESENTATIONS OF TYPICAL LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION il -, vi "k g� ffi� Yd LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION NOTES ODUCr REVISED 1) DRAWINGS ARE w BuIldfiv Clod the Flarltta RERESENTATIONS OF TYPICAL PW CONFIGURATIONS. 9me (p CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM B pmt I THOSE SHOWN. 2)1F THE LOADING TYPE CANNOT PW BE DETERMINI D, USE RECTANGULAR LOADING. �� O .• ' �NSB �i 56105 ~ 3) SEE PRODUCTS' APPROVAL FOR ACTUAL ANCHOR LOCATIONS. LOADINGOFHORZONTAL LYNL A N Mitt P.E. MULLION FPBS6S i MIAMF MIAMI -DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) www.mismidade.av/pera/` 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 "HR --510" White PVC Horizontal Roller Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 5191-2, titled "Vinyl Horiz. Roller Window, Impact - resistant", sheets 1 through 10 of 10, prepared by PGT Industries, dated 01/18/10, with revision "C", dated 10/17/11, 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 dotie in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 09- 0101.07 and consists of this page I and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 11-1114.06 MI °... g e Expiration Date: February 17, 2016 Z,lZ�i2i Approval Date: February 09, 2012 Page 1 •PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 09- 0901.07) 2. Drawing No. 5191-2, titled "Vinyl Horiz. Roller Window, Impact resistant", sheets 1 through 10 of 10, prepared by PGT Industries, dated 01/18/10, with revision "C ", dated 10/17/11, 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 HR-510 vinyl horizontal sliding window (OX), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5916, dated 06/18/09, signed and sealed by Julio E. Gonzalez, P. E. (Submitted under NOA No. 09- 0901.07) C. CALCULATIONS: 1. Anchor Calculations, and structural analysis, complying with FBC 2007, prepared by manufacturer, dated 08/20/09, signed and sealed by Robert L. Clark, P. E. (Submitted under NOA No. 09- 0901.07) 2. Glazing complies with ASTM E130042/ 04. D. QUALITY ASSURANCE 1. Miami-Dade. Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas@ Interlayer" dated 08/25/11, expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance 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. Jaime D. Gascou, . E. Product Control Section Supervisor NOA No. 11-1114.06 Expiration Date: February 17, 2016 Approval Date: February 09, 2012 E -1 • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED F. STATEMENTS (CONTINUED) 3. Letter of Adoption of as his Own, the Work of another Engineer per Section 61G15-27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn Miller, P. E. 4. Statement letter of conformance, dated 08/20/09, signed by Robert L. Clark, P. E. (Submitted under NOA No. 09- 0901.07) S. Statement letter of no financial interest, dated 08/20/09, signed and sealed by Robert L. Clark, P. E. (Submitted under NOA No. 09- 0901.07) 6. Laboratory compliance letter for Test Report No. FTL -5916, issued by Fenestration Testing Laboratory, Inc., dated 06/18/09, signed and sealed by Julio E. Gonzalez, P. E. (Submitted under NOA No. 09-0901.07) G. OTHERS 1. Notice of Acceptance No. 09- 0901.07, issued to PGT Industries, Inc. for their Series HR-510 White PVC Horizontal Roller Window - L.M.I., approved on 02/17/10 and expiring on 02/17/2015. r Jaime D. Gaston, . E. Product Control Section Supervisor NOA No. I1-- 1114.06 Expiration Date: February 17, 2016 Approval Date: February 09, 2012 E-2 ® IMPACT- RESISTANT HORIZONTAL ROLLER BOX FRAME AND INTEGRAL FIN WINDOWS GENERAL NOTES: 1. GLAZING OPTIONS: A718" IG -5/10" WH - SGP + 7118° - AIR+ 11WACAP S. 718° IG -5118" H1H - SGP + 7110" - AIR + 11WT CAP 2. CONFIGURATIONS: XO AND OX. 3. DESIGN PRESSURES: +60170 PSF (ALL GLASS TYPES LISTED) 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 13004M 4. SHUTTERS ARE NOT REQUIRED. O. ANCHORAGE: ANCHOR SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO SUBSTRATE SHAD. BE BEYOND WALL DRESSING OR STUCCO. THE 33 W% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. APPROVED ANCHORS: 1, fnO STEEL SCREW (GO) Z 3Y76" ELCO ULTRACON. 0. REFERENCES: TEST REPORTS FTL -5818; ELCO TEXTRON NOA 07.0426.01; ANSIIAF&PA; NDS -2000 FOR WOOD CONSTRUCTION; ADM -2005 ALUMINUM DESIGN MANUAL. 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8. SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE, USING SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 8. ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND FLANGE OR FIN. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS. 10. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, AND CONCRETE MASONRY UNITS COMPLYING WITH ASTM C-90. 81x1" r2 6B" MAX TYP. -11 O U O 4" O.C. MAX. 114" FRAME O.D. 73' I +-32 314 VENT DLO WIDTH - t I 5 X 4 3/4°- --L_T SEE SHEET 7 FOR ANCHOR REQUIREMENTS UTEMMLOG -lam NOKONG, PL gave P.O. aqX 16,8 ProK . FL 3W4 32 0/18 FIXED DLO WIDTH O MAX. O.C. �-- 8112" ELEVATIONS & ANCHORAGE Vln Horiz Roller Mndow, lm ct- resfsd wiO NTS 1 m 10 �.c. Ht 81912 G O IS Design Pressure Raft I ImPeot WnB +601.70 PSF anN.�d Small Mlssae imPast M�.. +801- 70PSFenmwuaamo GENERAL NOTES ».. »...... » ».... ». »..... ». ».1 ELEVATIONS...... ... »- ........ ».. »..... ». ». 1 GLAZING DETAILS ............................ » 2-3 SECTIONS, I.F. FRAME........ »..... ». ». »...4 SECTIONS, BOX FRAME.. ................... ». 8 PARTS LIST »...... ». ... ... .................. _. 6 EXTRUSIONS ...... ......... »..... ».. ». ».. »... » ».. 7 ANCHORAGE SPACING, 13OX FRAME.. 8 ANCHORAGE DETAILS, BOX FRAME. »..9 ANCHORAGE DETAILS, I.F. FRAME. -...10 INTEGRAL FIN MAX. SIZE = 73° X 62° y LYNN M /LY X" six �C9� .``� ` A LYWaUILR, P£ P.B.@ mm Fm- 1321 EXTEFUOR OPTIONAL FLANGE 711(r 718° ANNEALED TEMPERED GU 'OVERALL GLASS NOMINAL r LAMI GLASS NOMINAL HEAT STRENGTHENED GLASS DUPONT INTERLAYER EAT STRENGTHENED GLASS 1/P° NOM. )LASS BITE 7/8" LAMI I.G. GLAZING DETAIL WITH 6/16" LAMI GLASS AND 1/8" CAP GLAZING LYNN 2l1(,�iGi * No.58705 o rI - BOX OR FLANGE FRAME ;O� ., aTA.. P.O.BQX1$28 �are�e � �o� LYNN MILLER, LR �12/� °"" RoKOHas.R saz�a eatezo 1:1 1 2 a 10 5181 -2 B n ti P.E881D8 P� ® 718° OVERALL GLASS NOMINAL 6118° LAM[ GLASS NOMINAL /8' HEAT STRENGTHENED GLASS 7118° AIRSPACE .080 DUPONT 118° ANNEALED OR SOP INTERLAYER TEMPERED GLASS !8° HEAT STRENGTHENED GLASS 112° NOM. GLASS SITE 32 39 37 28 29 EXTERIOR 35 O ruonocrgEmm as camp E"nam�c� OPTIONAL AoceptenaeNo i4.� FLANGE AGO a� 71W LAMI I.G. GLAZING DETAIL �� ENV LYNN WITH 5/16" LAMI GLASS AND 1/8" CAP `.`�,�� ucENSF •.�Rp'% 1 * ' N0.58706 '�Q Q STATE 0 I1 7/91 IVOCHANGETHIS SHEET tO7DTECfiNOIOQYDPoYE GLAZING DETAILS - INTEGRAL FIN FRAME '`�' J 09/98HO a Chan metes u , dre floe. W h 1 Hork Roller Window, t act- reststwt ��S /ONAi- �;,G�` —dimw m� om� NoxoMie.�.� 4 a 9:9 3 + 90 b989 -2 8 A PL J R QB/1?/09 DETAIL A DETAIL B DETAIL C LEFT JAMB SECTION MEETING RAIL SECTION RIGHT JAMB SECTION NOTES. 1.1/8 x 112 FL SMS, LOCATED AT 4 Wr FROM EACH END AND AT 18° O.C. 2. #0 x 3/8 FL SMS, LOCATED AT 4 Wr FROM EACH END AND AT 18° O.C. 3.18 x 112 FL SMS, LOCATED AT 4112° FROM EACH END. 4. CAM LOCKS: (2) AT T EACH END U. W 158PHOLES ARE V X 3118°. SEE SHEET 1 FOR LOCATIONS. HOT WELD CORNER ASSEMBLY (INTEGRAL FIN) N= MW, FL 3M P.O la" I NOKOMIB, FL 96TJ4 �Vf■ EXTERIOR SEE NOTE SEE NOTE 5 DETAIL E SILL SECTION DETAIL D HEAD SECTION - 1MTEGRAL FIAT 4 u 10 5191-2 NOTE 3 the Florida 1 -1t I LTNN 41j�/t iii * ' No. 58705 'o.. STA E OF A LYNN�ILLBR, P.li P.E.[! 118708 SEE NOTE DETAIL A DETAIL B DETAIL C LEFT JAMB SECTION MEETING RAIL SECTION RIGHT JAMB SECTION NOTES: 1. #8 x 112 FL SMS, LOCATED AT 4 Wr FROM EACH END AND AT 18° O.C. 2. #8 x 318 FL SMS, LOCATED AT 4 W2° FROM EACH END AND AT 18° O.C. 3. #8 X 112 FL SMS, LOCATED AT 4112° FROM EACH END. 4. CAM LOCKS: (2) AT r EACH END 8. WEEPHOLES ARE V X 3M(P. SEE SHEET 1 FOR LOCATIONS. J EXTERIOR EXTERIOR SEE NOTE DETAIL D HEAD SECTION NOTE 3 SEE NOTE 5 . ""'""""' , 10 DETAIL U u -tillifff'. SILL SECTION ��ONy LYNN. HOT WELD CORNER ASSEMBLY (BOX FRAME) 2 = No. 88708 _ aJ. 90197191 NO CHANGE THIS SHEET amys� �0; , 0 �OF ST 1moTE"OLOovo m CROSS SECTIONS - BOX FRAME ' •. P.. ' r o9i9sK#'O�A No a thls sheet NoXs, a saXrs ,� •........ Mn i Hodz. Roller W/ndow, Irn act- relstant '��,S /ONA%- � JR?] ° nroXOne�, Fla 5 d 10 � 5191-2 B a �f P s 21 13 // 16 15 18 0 d 21 11 24 26 4 i'RODUCTREMED m complymgwhh tlta Plorlde Code AuOc yenwNo �Q.O 10 1 LYNN `��•��• VCENSg''•� i * ' No. 58705 _ ASF J. 10/17/11 B NO CHANGE THIS SHEET �� STATE OF r 1o7oTtsll4oiooroRlvE BOM & EXPLODED VIEW :0.�'' •. a e.•: �2r J. 01/18110 A Ret7tovetl3/4° ass arrd lX�a 1Man DOM. N0X0698 FL342T8 me ., ., L ..... P.O.a4x ism Vin Horiz Roller Window, !m d- resistant �S,`S /ONA�- a% e 1 �'_��y� JUL NoXONra R. 3W4 HRa10 NT3 6 a 10 8181 -2 B fLLilt ma"1ER P.E ITEM DWG NO. PART � DESCRIPTION QTY 1 _ 8188 86188 FRAM3HERQ861ANDJANB3(I'PIONLY) 4 2 6188 80189 FRAMEFIEAQS0IANDJAMBS(BO)(OM.Y) 4 4 8102 86102 FDfEDMfTH4CiRA4 1 8 8123 88123 FIXEDM >:T6S(iRAa- AI.UN09tRAREPIF. 1 8 78X1FPAW 8x1 °FHT&21(CAMLOCit,Bl� 4 8- 78X31TPPABX 8Qi 8X31!2° PPTYPEAB (F4® 4 8 718898P 390628AUlA1SCREN/SUPPOR7PLATEB 2 10 6198 88138 ROLL6iTRACY 1 11 8138 88138 ANhLff7' 2 12 71038W Q�STALLATPDN HOLEFl.tbS (BOX ONLY) VARIES 19 8108 88108 SASH LJiHiLOpC RAIL 1 14 8114 86114 84THB.000RNL- ALUAM1Q•AAtARENF. 1 18 782086LAW CAMBWc'EPLOgC3 2 18 781338LKW CAMSWeiPLOCKK)88'Qt 2 17 1844 81644W WSTR .187x.270 FN 8E4L 9 1a s1s7 - X137 SAaH�RAR 1 1® 8114 88114 SID= RAB.- ALIAU➢NUMR�EB� 1 2D 1844 81844W WBTP..187x.270FW85LL 1 2i 81W .8$108 SASHTOP$BOTTOMRAIL T � 8114 88194 TDP$BOTTDMRA�- AURVOVUMRE6AF. 2 23 1844 81844W WSTP..187x.DOFA1864L 2 24 228-1 42112HD RDLLFRHDUSH�Ki 2 26 78RlAFR2, BRA88 WH®.8 a 28• 7892FW 8 x 1/2 FH P}IL.92P['91D!8 VARES 27 7838FW 7x 318FHFFE.W2P1'8J6B VARIES 29A 88tlVB61V10 7 /98°SUP6FBPAf233 ' 288 68W&1K38 9i8°SUPatSPACFR 29A 8112 86112 GLAZING BFAD,1 -CITE 718° LAM L0. OLA88: 1l8° TEM'FtiEl) 32A OUTBOARD- A�ADE- 1/B°ANI4F.4L ® -.� - R/ B WIHBAYER- 11B°ANIVFAI.®(B118°LAM) 718" LAM L0. OL.ASS:1J8" ANIVGAI.® 928 OUTBOARD - AIF�PACE- 1/6°ANNEP�L» -.090 FVB QQIFTa�4YER -1B° APINEALffi (BMB° LAM) - 34 SCREHd 1 36 VNt83'+COY6� 4 37 SERIN68LOgt 38 88.#CONE OOW 1199 40 21 13 // 16 15 18 0 d 21 11 24 26 4 i'RODUCTREMED m complymgwhh tlta Plorlde Code AuOc yenwNo �Q.O 10 1 LYNN `��•��• VCENSg''•� i * ' No. 58705 _ ASF J. 10/17/11 B NO CHANGE THIS SHEET �� STATE OF r 1o7oTtsll4oiooroRlvE BOM & EXPLODED VIEW :0.�'' •. a e.•: �2r J. 01/18110 A Ret7tovetl3/4° ass arrd lX�a 1Man DOM. N0X0698 FL342T8 me ., ., L ..... P.O.a4x ism Vin Horiz Roller Window, !m d- resistant �S,`S /ONA�- a% e 1 �'_��y� JUL NoXONra R. 3W4 HRa10 NT3 6 a 10 8181 -2 B fLLilt ma"1ER P.E ITEM DWG NO. PART � DESCRIPTION QTY 1 _ 8188 86188 FRAM3HERQ861ANDJANB3(I'PIONLY) 4 2 6188 80189 FRAMEFIEAQS0IANDJAMBS(BO)(OM.Y) 4 4 8102 86102 FDfEDMfTH4CiRA4 1 8 8123 88123 FIXEDM >:T6S(iRAa- AI.UN09tRAREPIF. 1 8 78X1FPAW 8x1 °FHT&21(CAMLOCit,Bl� 4 8- 78X31TPPABX 8Qi 8X31!2° PPTYPEAB (F4® 4 8 718898P 390628AUlA1SCREN/SUPPOR7PLATEB 2 10 6198 88138 ROLL6iTRACY 1 11 8138 88138 ANhLff7' 2 12 71038W Q�STALLATPDN HOLEFl.tbS (BOX ONLY) VARIES 19 8108 88108 SASH LJiHiLOpC RAIL 1 14 8114 86114 84THB.000RNL- ALUAM1Q•AAtARENF. 1 18 782086LAW CAMBWc'EPLOgC3 2 18 781338LKW CAMSWeiPLOCKK)88'Qt 2 17 1844 81644W WSTR .187x.270 FN 8E4L 9 1a s1s7 - X137 SAaH�RAR 1 1® 8114 88114 SID= RAB.- ALIAU➢NUMR�EB� 1 2D 1844 81844W WBTP..187x.270FW85LL 1 2i 81W .8$108 SASHTOP$BOTTOMRAIL T � 8114 88194 TDP$BOTTDMRA�- AURVOVUMRE6AF. 2 23 1844 81844W WSTP..187x.DOFA1864L 2 24 228-1 42112HD RDLLFRHDUSH�Ki 2 26 78RlAFR2, BRA88 WH®.8 a 28• 7892FW 8 x 1/2 FH P}IL.92P['91D!8 VARES 27 7838FW 7x 318FHFFE.W2P1'8J6B VARIES 29A 88tlVB61V10 7 /98°SUP6FBPAf233 ' 288 68W&1K38 9i8°SUPatSPACFR 29A 8112 86112 GLAZING BFAD,1 -CITE 718° LAM L0. OLA88: 1l8° TEM'FtiEl) 32A OUTBOARD- A�ADE- 1/B°ANI4F.4L ® -.� - R/ B WIHBAYER- 11B°ANIVFAI.®(B118°LAM) 718" LAM L0. OL.ASS:1J8" ANIVGAI.® 928 OUTBOARD I.F.FRAME O DWG #5116 RIGID PVC BOX FRAME O DWG #5189 RIGID PVC FIXED MEETING RAIL ODWG #5102 RIGID PVC SASH INTERLOCK RAIL REINFORCEMENT 88 14 19 22 DWG #5114 Al 6063 -T6 2210 .036 T I.G. BEAD ®DWG #5112 DUAL PVC P.O. Eqx ion NOROMM. R 84424 �— — 1.020-1 1260 ,00 174 FIXED MEETING RAIL REINFORCEMENT ODWG #5123 A16005 -T6 1.847 7.1180 •� .L__. SASH SIDE RAIL 18 DWG #65137 RIGID PVC 1.306 880 ROLLER TRACK ANTI LIFT O10 DWG #5138 RIGID PVC �efflukM SASH INTERLOCK RAIL 13 DWG #5105 RIGID PVC SASH TOP/BOTTOM RAIL 21 DWG #65106 RIGID PVC SECTIONS 1:1 1 7 a10 1 51912 * ' No. 68705 ss �/p/I'�lA'�L� `E CG A LYNN 4m P.E. PAR am HEAD, SILL AND .TAMS ANCHOR QUANTITIES FOR DESIGN PRESSURES OF +601 -70 PSF OR LESS WINDOW HEIGHT On) 24 30 1 38 1 42 4B 54 60 63 WINDOW WIDTH On) ANCHOR LOCATION # OF ANCHORS REQUIRED (TYPE 1 OR 2) 24 Head and Sill 2 2 2 2 2 2 2 2 Jamb 2 3 3 3 4 4 5 5 36 Head and Sill 3 3 3 3 3 3 3 3 Jamb 2 3 3 3 4 4 5 5 42 Head and Sill 3 3 3 3 3 3 3 3 Jamb 2 3 3 3 4 4 6 6 48 Head and Sill 4 4 4 4 4 4 4 4 Jamb 2 3 3 3 4 4 6 5 OHead 54 and Sill 4 4 4 4 4 4 4 4 Jamb 2 3 3 3 4 4 5 5 60 Head and Sill 5 5 5 5 5 5 5 5 Jamb 2 3 3 3 4 4 6 5 86 Head and Sill 5 5 5 5 5 6 5 6 Jamb 2 3 3 3 4 4 5 5 72 Head and Sill 6 5 6 5 6 5 6 6 Jamb 2 3 3 3 4 4 5 5 73 Head and SIR 5 5 5 5 5 5 6 6 Jamb 2 3 1 3 1 3 4 4 5 6 NOTE: FOR VIEW WINDOW THE LARGEST CAN NOT EXCEED THE TESTED SIZE. ANCHORAGE NOTES FOR BOX FRAME: ®1. ANCHOR TYPE 1 16° ULTRACONS BY ELCO (FOR MASONRY SUBSTRATES) MINIMUM EDGE DISTANCE OF T% 2 -#10 SM SCREWS, GRADES (FOR METAL AND WOOD SUBSTRATES) MINIMUM EDGE DISTANCE OF 3W. 2 ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS, 6.8' MAX. FROM ALL CORNERS JAMBS - 16.312' MAX. O.C. HEAD/SILL-18' MAX. O.C. S. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. ANCHORAGE SHOWN FOR BOX FRAME WITH OR WITHOUT OPTIONAL FLANGE. 5. FOR INTEGRAL NAIL FIN FRAME ANCHORAGE, SEE SHEET 1 & 10. ,,T,mOww=w [1� ANCHOR CHARTS NOXDM FL save M P'0.8 gx'M Wn HorLL Roller IMndow NOICOMIB, RL 9a v4 NT8 8 a 90 Fwda It1Il1 LYNN �� /// ` * ' No. 58705 l OF tV�� STA res latent � " "' /OVAL $999 -2 EI al PJW re #10 SCREW, SEE #10 SCREW, 114' MAX. SHIM!� 1318° MIN. SHEET 8 FOR SPACING SHEET 8 FOR SPAI FLANGE #10 SCREW, SEE SHEET 8 FOR SPACING REMOVFMLE 1 3W MIN. FLANGE lw EMAX SHIM TI—a—W IMIN. JAMB Wl BOX FRAME HEAD W/ BOX FRAME SILL W/ BOX FRAME THROUGH FRAME INTO 2x WOOD THROUGH FRAME INTO 2x WOOD THROUGH FRAME INTO 2x WOOD 1318° MIN. — APPROVED MASONRY 3*6 K81 MIN- CONCRETE APPROVED MASONRY ANCHOR, SEE SHEET 8 OR 1.5 KSI MIN. ANCHOR SEE SHEET 8 114° MAX SHIM FOR SPACING FOR SPACING 13/8° MIN. 1/4' REMOVEABLE __F MAX FLANGE 1/4" $HIM MAX SHIM FLAN 1318° MIN. APPROVE MASONRY GE ;IEMOVEASLE ED MASONRY 3.5 K81 MIN. CONCRETE OR 1.6 KSI MIN. CMU ANCHOR SEE SHEET 8 FOR SPACING OR 1.61031 NN Cul I JAMB W/ BOX FRAME HEAD W/ BOX FRAME SILL W/ BOX FRAME THROUGH FRAME INTO CONCRETE HROUGH FRAME INTO CONCRETE THROUGH FRAME INTO CONCRETE Ix BUCK OPTIONAL lx BUCK OPTIONAL lx BUCK OPTIONAL NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MYWU-DADE COUNTY APPROVED 3118r ULTRACON, EMBEDED 13W MIN., DISTANCE FROM ANCHOR TO CONCRETE EDGE IS V MINIMUM. 2. FOR WOOD APPLICATIONS IN MIAMI -DADS COUNTY, USE #10 STEEL SCREW, EMBEDED 13W MIN.. 3. WOOD SUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS Ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN I 11r. Ix WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD SUCKS DEPICTED AS 2K ARE I lir THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6033-T6 AND A MINIMUM OF lff 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 #10 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED. street VTEM=LOO-1 [�x YSTALLA77ON DETAILS-BOWFUMFGE �n,W Ho& Roftsr!j/ndow, IMP8GkWIMB Imlo 1-12 1-9 010 5191-2 NOTE. INSTALLATION TO THE SUBSTRATE OF Ix OR 2x WOOD BUCKS TO BE ENGINEERED BY OTHERS N VYNN 4f p No. 58705 STAPIP, 'o ORVL ............ C' `%NA- % �W" ZL P" mm 144° MAX. SHIM --►i F-+-- 118° (.131') DUI. x2 lir NAIL, ® SEE SHEET 1 FOR SPACING REMOVEABLE FLANGE -I L- vs^ (.131') DUl x 2112° NAIL, ® SEE SHEET 1 FOR SPACING JAMB W/ NAIL FIN THRU NAIL FIN INTO WOOD FRAMING REMOVEf FLA 118° (.131') DIA. x 2 ® SEE SHEET 1 FOR NOTES: FLANGE q 144" MAX SHIM HEAD W1 NAIL FIN THRU NAIL FIN INTO WOOD FRAMING 1w rMAX 3FgM T SILL W/ NAIL FIN THRU NAIL FIN INTO WOOD FRAMING I. FOR INTEGRAL FIN APPLICATIONS IN MIAMI -DADE COUNTY, USE lAr (.131% DIA. X2112* NAIL 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 112°. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE 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 ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8083 -T5 AND A MINIMUM OF 1!B° THICK THE ALUMINUM STRUCTURAL MEMBER $HALL 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 010 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED. MOKOM. ovoRrv� MVSTALLAT101d DETAILS waxoMre,a�.saz�s +� PA. = Vln Hartz Roller W(ndow V4 oar mmio 12 1 10 -10 NOTE: INSTALLATION TO THE SUBSTRATE OF 1x OR 2x WOOD BUCKS TO BE ENGINEERED BY OTHERS 5191 -2 LYNN �Fp � - No. 55705 -0'A� '•. fiLOR�ON / O I 'y'"" ��A�� 1 ��.� �`i 0. L�IJ�Irt7a�ER. P.E. P.E.660M ` MIAMI- MIAMI —DADS COUNTY, FLORIDA KKAM W 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) .y.y%ymiamidadegovtdevelopment/ PGT Industries 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA- Product Control Section to be used in Miarni -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 "FD -101" Outswing Aluminum French Door w/ wo Sidelites - L.M.T. APPROVAL DOCUMENT: Drawing No. 110058 -1, titled Series "Alum. French Door & Sidelites, Impact", sheets 1 through 10 of 10, dated 02/22/07 with revision "D" dated 08/14/12, prepared by manufacture, signed and sealed by Lynn Miller, P. E., bearing the Miami-Dade County Product Control Section renewal stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model /series, and following statement: "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 11-1013.22 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 12-0516.02 JAPPROVED1 Mt,4rraunaa caunmr �.- Expiration Date: October 18, 2017 Approval Date: August 30, 2012 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS. 1. Manufacturer's die drawings and sections. 2. Drawing No. 110058-1, titled Series "Alum. French Door & Sidelites, Impact ", sheets 1 through 10 of 10, dated 02/22/07 with revision "D" dated 08/14/12, prepared by manufacture, signed and sealed by Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an Aluminum outswing French Door with Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test .Report No. FTL -6864, dated 04/02/12, signed and sealed by Marlin D. Brinson, P. E. 2. Test reports on: 1) Aix 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 20294 along with marked up drawings and installation diagram of an Aluminum outswing French Door with Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FT -"212, dated 05/05/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 07- 0629.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007 and FBC -2010, prepared by manufacture, dated 10 /11 /11, signed and sealed by Lynn Miller, P. E. (Submitted under previous NOA No. 07- 0629.10) 2. Glazing complies with ASTM E1300 -02104 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 ButaciteO PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia, Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05105111, expiring on 05/21/16. 5 Q �; �-- Jaime D. Gascon, P. . Product Control Section Supervisor NOA No. 12-0516.02 Expiration Date: October 18, 2017 Approval Date: August 30, 2012 E -2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and complying with FBC-2010, issued by manufacture, dated 05/14/12, signed and sealed by Lynn Miller, P..E. 2. Statement letter of no financial interest, issued by manufacture, dated 05/14/12, signed and sealed by Lynn Miller, P. E. 3. Laboratory compliance letter for Test Report No. FTL- •6864, issued by Fenestration Testing Laboratory, Inc. dated 04/02/12, signed and sealed by Marlin D. Brinson, P. E. 4. Proposal issued by Product Control, dated 02/15/12, signed by Jaime D. Gascon, P. E. 5. Laboratory compliance letter for Test Report No. FTL -5212, issued by Fenestration Testing Laboratory, Inc. dated 05/05/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 07- 0629.10) G. OTHERS 1. Notice of Acceptance No. 11-- 1013.22, issued to PGT Industries, for their Series "FD 7-101 Outswing Aluminum French Door w/ wo Sidelites — L.M.I. ", approved on 11/23/11 and expiring on 10/18/12. Jaime D. Gascon, P. 9 Product Control Section Supervisor NOA No. 12 -0516.02 Expiration Date: October 18, 2017 Approval Date: August 30, 2012 E -3 NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITER 1. GLAZING. OPTIONS: A. 3/8" LAMI NOM. (.402 9 CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. B. 318" LAMI NOM. (.4029 CONSISTING OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3118" HEAT STRENGTHENED GLASS. 'I C. 7118" LAMI NOM,(AW) CONSISTING OF (1) LITE OF 3/18" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OE DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/18" HEAT STRENGTHENED GLASS. D. 7/18" LAMI NOM. (466) CONSISTING OF (1) LITE OF 3116" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3118" HEAT STRENGTHENED GLASS. E. 13118" LAM) IG NOM. (.840") CONSISTING OF (1) LITE OF 3118" TEMPERED GLASS, 1/4' AIRSPACE, (1) LITE OF 1181 HEAT STRENGTHENED GLASS PLUS AN .090 PVB ® INTERLAYER OF DUPONT BUTACITE PLUS (1) LITE OF 3118" HEAT STRENGTHENED GLASS. 2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. J A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -04. ® B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -04. 3. CONFIGURATIONS: XX, O, X_X XO, OX, XXO, OXX, OXO, AND OXXO. , 4. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS 9F THE FLORIDA BUILDING CODE. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. 5. SHUTTERS ARE NOT REQUIRED. t� S. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: ®TEST REPORTS FTL -4984, 8212 & 8884; ELCO ULTRACON NOA:11.0408.01,12- 0126.00. ANSI/AF&PA NOS -2005 FOR �VOOD CONSTRUCTION AND ADM -2006 ALUMINUM DESIGN MANUAL. i 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY NOA DRAWING MAP TOPIC SHEET GENERAL NOTES............ 1 CONFIGURATIONS........... I GLAZING DETAILS........... 1 DESIGN PRESSURES...... 2 ELEVATIONS .................... 3 VERT. SECTIONS ............. 4 HORIZ. SECTIONS........... 6 PARTS LIST ...................... 8 EXTRUSIONS ................... 6,7 ANCHORAGE .................... 8-10 HURRICANE ZONE (WHIZ). GLASS ABBREVIATIONS 9. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: AN. = ANNEALED A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. HS. = HEAT - STRENGTHENED B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E-E, SHEET 8), IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TP. = TEMPERED TABLE 1., SHT. 2. REFER TO TABLES 2,, SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. 112" GLASS BITE R c3 a �lU 3118" AN. OR . �4 118" AN. OR HS. GLASS 3/18" HS. HS. GLASS f!? J GLASS 3/18" HS. .090 PVB INTERLAYER t- SAFLEXIKEEPSAFE-�t- GLASS ( DUPONT BUTACITE OR MAXIMUM) o , 0 p� SAFLEX/KEEPSAFE Z 7/16" NOM. MAXIMUM) GLASS STACK p 3/8" NOM. GLASS STACK 318" LAMI NOM. OPTION A OR I 112" GLASS BITE EXTERIOR c3 LW 94 3118" AN. OR . HS. GLASS 3/18" HS. .090 PVB INTERLAYER f!? J GLASS ( DUPONT BUTACITE OR � t- SAFLEXIKEEPSAFE-�t- aa.. � I MAXIMUM) o , 0 p� co Z 7/16" NOM. Q GLASS STACK 7118" LAMI NOM. GLAZING OPTION C OR D, NOTE 1 3/18" TP .090 PVS INTERLAYER ( DUPONT BUTACITE) BITE 1/8" HS. GLASS. STACK 13/16" LAMI IG NOM. GLAZING OPTION E. NOTE 1 RRNGE:D a wilh um Flory Nhl c3 p a f!? J o_ ur � t- (o in aa.. � I . 06 w o , 0 p� co Z p Q Z p co) � Q N r Qrl 011111111" // ul -:z Y 0- BLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS •APPROVED CONFIGURATION X , OX, XO, OXO, XXO, OXX & OXXO Ill DOORS W/ SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) REINFORCEMENT IS REQUIRED AT DOOR & SIDE LITE CONNECTIONS DOORS WITH GLASS TYPES A, B, C, D OR E HEIGHT MDTH 3/4" 70 - 83 314" 87 3X4" 913/4' 80 - 95 3/4" 371/2" 6° 71 314" +75.0 -75. 75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 SINGLE SIDE LITES WITH GLASS TYPE A 27 314'.1+75.01-75.01+7,5.01-75.01 +75.0 -75.0 +75.0 -75.01+76.0 -75.0 3611W +75.01-75.01+75.61-75.01+71.41-71.4 +67.61-67.61+64.2 -64.2 363/4" +75.01-75.01+74.91-74.91+70.41-70.4 +66.8 -i.6 +83.1 -63.1 O WIDTH SINGLE SIDE LITES WITH GLASS TYPES B, C, D OR E 3631,V +75.0 -75.0 +75.p -75.0 +75.0 -75.0 +75.0 -75.0 +75.d -75.0 TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR /SIDE LITES ONLY A APPROVED CONFIGURATIONS: OX, XO, OXO, XXO, OXX & OXXO (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE LITE CONNECTION GLASS TYPES A B, C. D OR E HEIGHT X WIDTH XX WIDTH GP-793/R, 70-833/4" 87 3/4" 913/4" 8° - 95 3/4" 2° 251/2" 0 47 314" +58.6 -58.6 +55.4 -55.4 +52.4 -52.4 +49.8149.8 +47.4 -47A 271/2" 51314!' +54.9 -54.8 +51.8 -51.8 +48.0 49.0 +46.5 -46.5 +44.3 -44.3 291/2" 55 3X4" +51.7 -51.7 +48.8 -48.8 +46.1 - 46.1 +43.8 -43.8 +41.6 -41.6 1 2e 31 112" 5° 59 3/4" +49.0 -49.0 +46.2 -46.21+43.6 -43.6 +41.4 41.4 +39.31-39 .3 28 331/2" 54 63 3/4" +43.1 -43.1 +43.1 -43.1 +41.5 -41.5 +39.3 -39.3 +37.3 -37.3 3510 67 3/4" +38.1 -38.1 +38.1 -38.1 +38.1 -38.1 +37.5 -37.5 +35.6 -35.6 3° 371/2" 6° 713/4' +34.0 - 34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 SINGLE SIDE LITE O WIDTH GLASS TYPES B. C. D OR E 10 314" +75.0 -75.01+75.0 -75,0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 12 314" +75.0 .75.01+75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 19" +72.4 -72.4 +68.5 -68.5 +65.0 -65.0 +61.9 -61.9 +59.0 -59.0 2131411 +64.5 - 64.5 +61.0 -61.0 +57.8 -57.8 +55.0 -55.0 +52.4 -52.4 27 314" +52.9 -52.9 +49.8 -49.91+47.2 -47.2 +44.7 44.7 +42.6 42.6 361/8" +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 1 +35.2 -35.2 +34.4 -34A 36314- +34.0 -34.0 +34.0 -34.01+34.01-34.0 +34.01-34.01+34.01 -34.0 NOTES# 1. GL&SW (11W A, .080 PVB, 3118" C. 7/lq LAMI (311(° A, .080 PVB, 3118° HS) D. 7/16r LAM[ (3/16" HS, .090 PVB, 3116° HS) ® E. 13/1 LAM] IG (3116" TP, 114' AIRSPACE, 1/8- HS, .090 PVB, 3116° HS) 2. COMBI ED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2. MAX. XO(O WIDTH - 73.1/2" MAX. XO WIDTH =109112" MAX. O /OXX WIDTH =107 3/4" MAX. XXO WIDTH =143 314" 3. SINGLE DOORS 33 616" WIDE OR OVER AND THE OPERABLE PANEL.OF DOUBLE DOORS 641/8" WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FBC. Ni RROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI -DADE COUNTY. 5. EXAMS OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: EX. A OM TABLE 1. OXO WITH GLASS TYPE A 30" WIDE x 80' HIGH SINGLE DOOR WITH 28" SIDE LITES DESIGN PRESSURE _ +67.81 -67.6 PSF EX. B FROM TABLE 1. OXXO WITH GLASS TYPE A 68" WIDE x 86" HIGH DOUBLE DOOR WITH 361/2" SIDE LITES DESIGN PRESSURE _ +70.4 / -70A PSF EX. C FROM TABLE 2. OXO WITH GLASS TYPE C 30" WIDE x 87 314" HIGH SINGLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE _ +43.61 -43.8 PSF EX. D FROM TABLE 2. OXXO WITH GLASS TYPE C 63 314" WIDE x 80" HIGH DOUBLE DOOR WITH 28" SIDE LITES DESIGN PRESSURE = +43.11 -43.1 PSF 6. FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1, WHICH REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE CONNECTION SEE SECTION E -E, SHEET 5 FOR REINFORCEMENT DETAIL. am m o-w 19-ni it, -DQ O � Q J LU LU w 0 0 co LL O S � O N 0 W = O _ D U o a Z M IL Oj cm Q N C2 11 a 4'x4' o�a a , z �IV:0 �c 4t .....pa0` ' �jr I111 11100% `- 73112" MAX. —i- - 36 3J4" MAX. 1 371/2" AX A— --i 4° 4 MHATX. 7 - - 1001/2° MAX. — °--i -SEE NOTE 3 ►r— 314" 96314° N CTj MAX. Q 49 (TYP.) 49 41 3/8° MAX. [JE� lE E� JE (TYPJ X 0 SEE NOTE 4 -� OXO MAX. 24 9116° MAX. DLO (TYP) ff 7/ —143 3/4" MAX. -- -- y MAX 3/4° 38 31'r X' — M —ter- -SEE NOTE 3 --•-�— MAX 96314° N CTj MAX. Q (TYP.) 49 41 3/8° MAX. DLO 9(1 YF (TYPJ 10 W DLO HEIGHT - HEIGHT -11 318° 0 E� 0 �E lF r E� JE 0 0 0. ff AC . X /NACT 0 DLO WIDTH = WIDTH -3118° Q rz '--SIFE NOTE 4 SEE NOTE 4 36 3W' MAX. 33 5/8"K B DLO (TYI F� 0 O �o —SEE NOTE 4 OXXO 41 NOTES: `/ \--./ 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. 3. SIDE LITES OVERLAP W AND'" DOORS BY 314° WHEN ASSEMBLED TO MAKE 'XO','OX', 'OXO "XXO','OXX' AND'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 6. CLEAR OPENING FOR W AND %)X DOORS AS FOLLOWS: ('X' DOORS = WIDTH - 5.646) ('XX' DOOR = DOOR WIDTH/2 - 4.079) REMWED 96314° N CTj MAX. Q (TYP.) U 84 3/8° MAX. DLO J (TYPJ DOOR W DLO HEIGHT - HEIGHT -11 318° 0 0 DLO WIDTH W = DOOR WIDTH - 1218116° lF r DLO WIDTH "- DOOR WIDTH12 -11 SMS" 0 0. SIDE LITE DLO HEIGHT = HEIGHT -11 3/8° DLO WIDTH = WIDTH -3118° NOTES: `/ \--./ 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. 3. SIDE LITES OVERLAP W AND'" DOORS BY 314° WHEN ASSEMBLED TO MAKE 'XO','OX', 'OXO "XXO','OXX' AND'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 6. CLEAR OPENING FOR W AND %)X DOORS AS FOLLOWS: ('X' DOORS = WIDTH - 5.646) ('XX' DOOR = DOOR WIDTH/2 - 4.079) REMWED N CTj Q U J � W 0 0 0 0. Q rz zco Z w O N F LL � D Q hil gm. a o z' Y�o� z . p No 'a . V \ W b* 40 6 EXTERIOR i INTERIOR ` 1 10 1 2 60 AD 2 0 37 64 AT HE,ao�,laMe o 60 65 AT slw.lAMB p g CLEAR- COLORED It N ao EXTERIOR INTERIOR SEALANT- 62 O J � W O 63, ® A� od o I w v) `r ZO Z mAx ra �u P _ MAX. MAX MAX. s 62 � � w Z DLO DAR DLO LITE W HEIGHT HEIGHT 0. ppD: N U LL O Q N IY U- ® d' SL VIEW G -G � d 30 61 CORNER ASSEMBLY ° 47 9.488 13 �720� z�:a DOOR SECT. A -A SL SECT. B -B J VERTICAL VERTICAL '�y� '' �• ''�c��'�� a l 4 r MAX. XX'WIDTH 49 PROWCI'N8T3EWL'b as rhm whbUaeFlorida � Z - -a 16t bade • • • O MAX. /1 MAX DLO XX' SECT. C -C DLO 31 35 36 34 44 HORIZ. 46 45 15 32 J MAX W WIDTH 20 W w u, O 06 O v, a a v W $ rz • a • INTERIOR a U O = co V O V N Q N MAX. cc O_ DLO 'X' SECT. D -D _ � � � 46 2 � 5 HORIZ. EXTERIOR o N 6% SPACING, SAME AS MAX. SL WIDTH JAMB ANCHOR SPACING MAX, SL WIDTH `1 I (SEE SHEETS 7, 8 AND 9) '2 62 ag 8 o so 2! I MAX. 4 DLO 22 SEE TABLES 1 AND 2 AND �MAX.� DLO �: a•. g Q =>� NOTES ON SHEETS 1 & 2 66 62 62 FOR APPLICABILITY SL S SECT. E -E SL SECT. F -F z j , , le `O HORIZ. (DOOR W/ SIDE LITE) HORIZ. (SINGLE SIDE LITE) �a ti •., 111111 Iwo ITEM G # PL3T# DESCRIPTION 80 D 8828D 31DELTfE HEADER Si 821D 8821 SIQELITE SILL 82 8S 803 1 31 ELITE. B 83 1.166 7 1 QA #$ X .Q00 QUAD PN. SM8 84 7888. HEAD GASKETS (STOCKING #70888) 86 81I.L GASKETS (STOCKING 88 81841M SIDELITE. ADAPTER 87 � #'i2 1. 0 SHE T AL 70 , 12 3ETT11NG LOCK, 32° X 1!4 X 1 °. W/P3A, 86 + /•6 DURO. 71 71287K SETTING BLOCK, 1/18° X 1 X 1" WlPSA, 86 + /•6 DURO. 72 .. 84222 BEAD, 7!1 ' 73 8888 BEAD, 3!8° 74 TB EA ; 13118° IQ 80. 8DU 14 i/4" URA EAL.K33P C 81. 48 BULB, I (USED—IN EXTRUDED UpED EAO) BEAD, INTERIOR 83 224 4 BU THICK ED IN UQE BEAD), 86 +/ -1 84' 98 LASS, 3/8" I. -.1/ , HS-90 ,311 H3 7 LASS, 7118 MI .. 18" A, .80 PV 1 H8 98 LASS, H I - 18" ; :80 V9; 3118° HS ' .LASS, 1311 I 0 -3/18" 1/4° R8PACE, 1/8 HB., .9Q. P , , 3118" OFF-THE BOLT LC _..:.:..:.. PLATE 66 18 710X34PFA #10X.760 PH FL. SMS ITEM G # PL3T# DESCRIPTION 80 D 8828D 31DELTfE HEADER Si 821D 8821 SIQELITE SILL 82 8S 803 1 31 ELITE. B 83 1.166 7 1 QA #$ X .Q00 QUAD PN. SM8 84 7888. HEAD GASKETS (STOCKING #70888) 86 81I.L GASKETS (STOCKING 88 81841M SIDELITE. ADAPTER 87 � #'i2 1. 0 SHE T AL 70 , 12 3ETT11NG LOCK, 32° X 1!4 X 1 °. W/P3A, 86 + /•6 DURO. 71 71287K SETTING BLOCK, 1/18° X 1 X 1" WlPSA, 86 + /•6 DURO. 72 .. 84222 BEAD, 7!1 ' 73 8888 BEAD, 3!8° 74 TB EA ; 13118° IQ 80. 8DU 14 i/4" URA EAL.K33P C 81. 48 BULB, I (USED—IN EXTRUDED UpED EAO) BEAD, INTERIOR 83 224 4 BU THICK ED IN UQE BEAD), 86 +/ -1 84' 98 LASS, 3/8" I. -.1/ , HS-90 ,311 H3 7 LASS, 7118 MI .. 18" A, .80 PV 1 H8 98 LASS, H I - 18" ; :80 V9; 3118° HS ' .LASS, 1311 I 0 -3/18" 1/4° R8PACE, 1/8 HB., .9Q. P , , 3118" OFF-THE BOLT LC _..:.:..:.. PRO wig �FImWo `-- NO 1 • ost 17 JAMS ® U� N O OQ ®o ® am c 5. o Ir LL 500 PH a olj O PR FL SMS }N� W bf Z Z � N J � TRUSS 066- ►IuI-* —u� 4 N m �t o Q 0 OUTSWING THRESHOLD 13 CHANNEL COVER 8083 -T8 d�+ ig ,1 DOOR J-2.760-1 2Z TUBE MULL 6063 -T6 9,Gp, a ITEM OWO # PGT# DESCRIPTION 1 8438 80411 FRAME HEAD 2 1 1 80300 WSTP., 0 -LON .190 X .376 HIGH 3 7070 87070K BULB TH RSTRIP .187 X .300 HIGH 4 866 7865X FLU3HBOLT STRIKEPLATE 6 7836X 2 PT. LOCK STRIKEPLATE 8 9 8 7868A FRAME HEAD STRIKEPLATE BACKING PLATE 7 7832X12FPXP #8-32 X.600 PH. FL MS - S.S. W /SILICONE PATCH 8. 885 7 GASKET (BETWEEN THRESHOLD & FRAME ,IAMB) . 8 988 70888 GASKET (BETWEEN HEAD &FRAME JAMB) 10 862A 8633098 FILLER HEAD ADAPTER 11 11000. 811000M OUTSWIN THRESHOLD 12' 1870 871870 WSTP, .360 RD FOAM FILL T•SLOT AMSBURY#32011} 13 11004A 811 M O G THRESHOLD CHANNEL COVER 14 11001A 411001A METAL PACER . n OU8E INJECTION MOLDED} 16 11002A 411002A ACETAL SPACER. OUSE BVJECTION MOLD 18 11003A 411003A ACETAL SPACER .140 qNH E Q�LIECTI N MOLDED 20 16D EREMORCEMENT, JAMB OUTSWING) 010 3 0 .,Q -LON .180 .378 G OB. 88808M 1.000X2.7 6051-15 23 1140 112PSA7S X 1. 0 A /8 24 1 71 B SCREW COVER CAP 930 41721 KE PLATE INSERT 28 111 710X34PFA 0 .760 2 87 K E .1 X. H 30 810D 10 OR PANEL, P & BO MM RAIL 31 911 11 R PANEL, RA 32 8 7 7FRM0 HINGE EXTRUSION 33 1178 71068FP ,B #10 .826 H. FL MS 34 913A 80378M CLAMP 1130 8 DA 6116-18 THREADED ROD A W-16-18 FLANGED EX N 37 814A 803T8M WEATHER P CHANNEL 38 7834E #8X.76 PH. FL. TEK 38 7 70987 GASKET (BETWEEN PANEL HEAD/ ILL 8 PANEL STILES 40 1023 87 40 Wt$ ., .1$7X.260 HIGH, F84S 4 4t PANEL 42 1146 FPAW X.600 PH FL SM8 TYPE BDS 43 121 7 BILL PLUG NA TIVE ) 44 8883 PANEL ASTRAGAL 1 (OUTSWBVG -46-98413 $984 PANEL ASTRAGAL 2 (OUTSWBVG) 48 1213 80200K 7P.,Q -LON .180 X.200 IGH 47 929 4UBLOK L K &UPP. RT A3SY. 41707 & 41708) 48 1138 7 X.760 PH. FL SMS 48 882 AY 2 P . LOCK ABBY. 80 8 1 RUBBER SLEEVE 61 .930 41721 STRIKE PL 3 RT (INACTIVE PANEL) 62 931 7F SPX DEADBOLT STRIKE PLATE 63 1118 710X34PFA #10X.760 PH FL SMS —N— 967 70867X HANDLESTRIKE 1.750 -1.750 -1.750 1.760- MODUCTROWM0 1.620 ae Complying with the Flmwe 1 1.480 .050 BpiooCp CobNo ! - 91 . (� .250 INrA Dd' OFrC 1St Oal 4.728 4.626 4.726 4.726 .082 050 37 TRIP CHANNEL a Q 4.000 .082 4.100 p82 4.100 .062 4.675 3.000 6063•T5 52 cv F 4.675 81.375 O O Q 4.100 ZD JAMB FRAME, 2.125 .125 8 o 6063 -T8 C�5 DOOR PANEL DOOR PANEL DOOR t1ANEL DOOR PANEL t7 LLI 3p TOP & BOTTOM RAIL 31 SIDE RAIL O �+ ° 8083 -T5 6083 -T5 44 INTERIORASTRAGAL 45 EXTERIOR ASTRAGAL O HINGE U) U. 8083-76':. 6063 -T6 32 8063 -T5 otl O 1500 1.578 r 3.111 j I 1261 _Li [ . .50 F+ -..05 .890 Q 1 .750 .050 a 1.400 560 683 060 .050 I -.172 ® 0 Z Z 050 ►iF '1- � W L FILLER HEAD ADAPTER 34 TRUSS CLAMP 73 3/8' GLi4ZING BEAD 7z 7/18° GLAZING BEAD 3 ppp 683 O O 1$ O 8083 -T5 O 8083 -T6 O 8083 TS o = 4. 8063 -T8 I g [� �-+- - 3.100 -� 1.092 I� `� N g 3.000 - IG GLAZING BEAD 1.479 $Z SL JAMB 74 8083 -75 O 8063 -T6 a 1272 1.479 � 630 6.459 .075 - 5.212 .060 c o d OFRAME HEAD 6' °� z 6083 -T8 075 s 4.586 i- 2.980 \`,ttttt��i .060 - .750 .050 .`` ;, 079 1.489 r ` . ti� a .489 Ct8 T 4 I �+- 3.100 -�i - y ° • Z = f" 3.000 -�I SLJAMB =>:.w ap%u`iO` OUTSWING THRESHOLD SL.HEADER SL SILL $$ ADAPTER 11 6083 -T8 $Q 8083 -T6 $� 80�i -TB O 8083•T8 '�'205�OQ�`• • d �ZOE HEAD HEAD C '� t---ZONE D 'ZONE D °--1 z X z z XX z N N N N m m m A �3., � SILL ^ -1 1 ZONE. °- ' 81E D°� E TABLE 4., SHT. HEAD HEAD ZONE -f — N I Z'E' HEAD HEAD }- ZONE-} —ZONE °F°— ZONE -4 'E' SEE TABLE 7., SHT. 9 HEAD ZONE °E "� ZONE D °ZONE °F -- }- ZOONNEI Q o N O OXX z XO OR I SILL °E" OXO SEE TABLE 8.. SHT. 9 HEAD HEAD i }- ZONE-} —ZONE °F°— ZONE -4 'E' SEE TABLE 7., SHT. 9 HEAD ZONE °E "� ZONE D °ZONE °F -- }- ZOONNEI Q o N O OXX z XO OR I SILL °E" ZONE SEE TABLE 8.. SHT. 9 HEAD HEAD i SEE TABLE 7., SHT. 9 oEo ZONE D °ZONE °F -- }- ZOONNEI Q tog XXO OR OXX z XO OR OX z N N �— 81LL^°—�— 81L,L.4ZONE-i SILL I SEE TABLE 7., SHT. 9 oEo HEAD }- HEAD ZONE °D'—tZON HEAD "I °F. Q tog � N (G z XO OR OX z N N g� d } ZO E�— ZONE "V ' ZONE °E °4 SEE TABLE 8., SHT. 9 HEAD }- ZONE �ZONE "F°--t—ZONE °F. ZONE tog � N 0 OXXO 3.7 ON SHEET 9. 0 Ln g� d } ZO E�— SILL "—t-- s.,LL -4ZO E1 L-l- , n 'E' SEE TABLE 7. SHT. 9 'E' EXAMPLE OF ANCHORAGE FOR A 71 3/4° x 83 34° XV DOOR WITH 19° x 83 3/4° SIDE LITES (SEE SOLUTION AT RIGHT) NOTES: 1. APPROVED ANCHOR TYPES ARE: 1.1/4° ELCO TAPCONS 2.1/4° ELCO 884 CRETE-FLEX MASONRY ANCHORS 3. #12 SCREWS 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3° MIN. O.C. FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. JAMBS (ALL): 131/4" MAX. FROM CORNERS AND 231/8" MAX. O.C. HEAD & SILL OF DOORS: W MAX. FROM CORNERS, 9° MAX. FROM ASTRAGAL CENTERS AND 20 7/8° MAX. O.C. HEAD & SILL OF SIDE LITES: 8° MAX. FROM CORNERS AND 24 3/4° MAX. O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. A x = MINIMUM JAMB ANCHOR LOCATION. - = ADDITIONAL JAMB Q N ANCHOR LOCATION, EQUALLY SPACED AS �Sci z tog REQUIRED PER TABLES 0 ..`...... 3.7 ON SHEET 9. 0 oz`n EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A. 19° x 83 3/4° SIDE LITES °B" AND "E° ZONE ANCHORS FROM TABLE 7, SHEET 9. PLUS; B. 713/4" x83 3/4" XX DOOR ZONE °F° ANCHORS FROM TABLE 4, SHEET 9, EACH °P ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2 +5+5 +2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. = ANCHOR LOCATION FOR EXAMPLE ABOVE Z w0 LL J p� N 0 p U a F- P LL 0 F i coo Z U w Z w O 0 0 Z •w �Sci z tog C07 • ..`...... r r r r r pvO\``` oz`n Z •w �Sci z o z C07 • ..`...... r r r r r pvO\``` nil APPROVED ANCHOR TYPES: . 1. 1W ELCO TAPCONS YOB p mlda 2.1/4 RETE -FLEX MASONRY ANCHORS i 3. #12 SCREWS (G6) MtP`O 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 04 p AND 7 PERTAIN TO THE EXAMPLEANCHORAGE O ` Q SOLUTION ON SHEET 8. �. �o co W W J s- uj N Q O � LL to of O S o °' Q C� M Z a Wa N 0 LL O Q N z D Q a o o� _ �''�z�a TABLE 3. X DOORS ® ABLE 4. XX DOORS ® TABLE 6.0 SIDE LITE Q TABLE 6. XO & OX � TABLE 7.0X0. XXO.OXX (A _ CO & � & OXXO � GLASS TYPES A, B C, D. E GLASS TYPES �.2 E GLASS TYPES A, B, C, D, E GLASS TYPES • B, C, D, E GLASS TYPES AB, CD, E ANCHOR TYPE 2,3, WOO 1,2, CONC ANgiOR TYPE 2,3 , CONC ANCHOR TYPE 2,3, WOOD 1.2. CONC ANCHOR TYPE 2,3, WOOD 9.2, CONC ANCt•�R TYPE 2,3, WOOD 1,2, CONC & SUBSTRATE R SUBSTRATE &SUBSTRATE 8 SUBSTRATE & SUBSTRATE DOOR WIDTHS LQADZONE3 DOOR MOTHS LOAD ZONES '�I Tom^ LOAD ZONES MDR WIDTHS LOAD ZONES DOORWIDiHS LOAD ZONES '7C' - 25.80 � '70(" - 47.76 w °O° - 10.76 '7: -26.60 °X - 26.5 TO 37.50 TO 71.76 TO 38.76 TO 37.60 TO 37.b0 � u�j tu��j _ u�j � u�j � � =u � � � 47.7 � � � � a r r eo f, r a TO 71.7 � �- �� w� � � SIDE SLI�TEE LITE WIDTH x Hi X, 3 X X K 3 WroTH x HT. �� "WIDTH x HT. 0 0 0 o WIDTH x Hi. o o x x o o x x WIDTH 2b.60 x 79.76 6 2 7 4 2 3 47.76 x 70.7 4 3 8 4 2 3 90.78 x 78.78 4 1 d 1 10.7b x79.764 2� 4 2 10.75 x78.7 4 2 4 2 83.76 8 2 7 4 2 3 83.7 6 4 7 4 2 3 83.76 4 1 4 1 83.7 4 2 � d 2 � 83.7 4 2 4 2 87.78 8 2 7 4 2 3 87.7 b 4 7 4 2 3 87.78 d 1 4 1 87.7 4 2 4 2 K 87.7 4 2 4 2 91.7b 6 2 7 4 2 3 99.76 6 4 7 4 2 3 81.76 4 1 4 9 81.7 4 2 � 4 01.7 4 2 4 2 86.7 8 2 7 4 2 3 86.76 8 4 7 4 2 3 @6.76 4 1 4 1 98.7 4 2 X 4 2 8b.7 4 2� 4 2� 27.60x78.76 6 2 7 4 2 3 69.76 x 79.76 6 4 7 4 2 3 12.76 x78.76 4 2 4 2 12.78 x78.7 4 2 � 4 2 tQ 12.75 x78.76 4 2 4 2 83.7 6 2 83.76 8 4 7 4 2 3 83.76 4 2 d 2 83.7fi 4 2 4 2 '� 83.7 4 2� 4 2� 87.78 6 2 87.76 6 4 7 4 2 3 87.78 4 2 4 2 87.7 4 2pp 4 2 o�p 87.7 4 2 m .4 2� 91.7 8 2 7" 99.76 6 4 7 4 2 a 81.76 4 2 4 2 @1.7 4 2 F 4 2 F 81.7 4 2 � 4 2 x.76 8 2 8fi.7b 8 4 7 4 3 $ 8b. 7b d 2 4 2 �.7 4 2 4 2 � 86.7 d 2 oa 4 2 29.50 x 78.76 b 2 8 4 2 3 56.78 x 78.78 b 4 7 4 2 3 18.00 x 70.76 4 2 4 2 18.00 x78.76 4 3 4 2 � 19.00 X7@.7 4 3 LL LL 83.7b 6 2 8 4 2 3 83.7b 6 4 7 4 2 3 83.75 4 2 4 2 83.78 4 3 4 2 � 83.7 4 3 W 4 2 W 87.7 8 2 8 4 2 6 87.76 6 4 7 4 2 3 87.76 4 2 4 2 87.78 4 3 4 2 67.7 4 3 4 2 91.76 8 2 8 4 2 6 91.76 8 4 7 4 3 8 81.7 4 2 4 2 8'i.7b 4 3 4 2 01.7$ 4 3 4 2 9b.7 8 2 8 4 2 b 9fi.7b 8 4 8 4 3 b 86.7b 4 2 4 2 8S. 7b 4 3 86.78 4 3 4 2 31.b0 x 79.78 b 2 8 4 2 3 b9.76 x 70.7 6 b 8 4 2 3 21.76 x 78.76 4 2 4 2 21.7b x78.7 4 3 5 4 2 21.76 x 78.7b 4 3 a 4 2 y 83.78 8 2 8 4 2$ 8375 . fi b 8 4 2 3 83.7 4 2 4 2 83.76 4 3 x. 4 2 � 83.78 4 3$ 4 2 tQ 87.7b 8 2 8 4 2 6 87.7b 8 6 8 4 3 6 87.75 4 2 4 2 87.7b 4 3 d 2 87.76 4 3� 4 2� 81.76 8 2 8 4 2 6 81.7 8 6 5 4 3 6 81.76 b 2 4 2 91,7616131 � 4 2 � 01.76 6 3 p 4 2 0 �>.7$ 7 2 10 4 2 6 86.7 8 b 8 4 3 6 86. 5 2 4 2 9fi.7b b 3 4 2 86.76 6 3 '4 4 2 °_ 33.50 x 78.7b 8 3 8 4 3 3 83.75 x78.75 6 b 8 4 2 3 27.76 x 79.78 b 2 d 2 27.76x79.7 S 3 4 2 27.76 x78.76 6 3 m 4 2 83.7b 8 3 8 4 3 8 ..83.7 8 6 8 4 3 6 83.76 6 2 4 2 83.7b 6 3 z 4 2 � 83.78 b 3 44�. 4 2 F 87.78 8 3 8 4 3 b 87.7b 8 5 8 4 3 5 87.7b �r, 2 4 2 87.76 b 3 87.76 8 3 4 2 0 91.75 7 3 10 4 9 6 81.75 8 6 8 4 3 5 81.76 8 2 4 2 81.7 8 3 4 3 � 91.7b 8 9 4 "3 95.76 7 3 10 4 3 6 95.7 7 8 10 4 3 5 86.76 8 2 4 2 8b.7, 8 3 � 4 3 � 96.76161 3 d 3 H 35.60 x 79.7b 8 3 8 4 3 6 87.76x78.7 8 8 8 4 3 6 38.13 x 79.76 8 3 4 3 38.13 x79.7 8 4 ►� 4 3 � 38.13 x 79.76 8 4 4 3 83.76 8 3 8 4 3 b 83.76 8 6 8 4 3 6 89.7b 8 3 4 3 83.7 8 d 89.75 8 4 4 3 87.76 8 3 8 4 3 8 87.78 8 b 8 4 3 5 87.7b 7 3 4 3 87.78 7 8 � 4 3 � 87.7 7 6 4 3 0 91.7b 7. 3 10 4 3 6 91.7b 7 8 10 4 3 6 91.7b 7 3 4 3 81.76 7 b p 4 3 p 91.7$ 7 b a 4 3 fr 96.7b 7 3 10 6 .7 7 8 10 6 96.76 7 3 4 3 95.7 7 6 v 4 3 V 85.7b 7 6= 4 3 37.50 x79.7 3 8 4 3 6 71.75 x 78.75 5 8, 4 3 5 38.76 x 79.76 8 3 4 3 38.76 x78.7 1± � 4 3 � 36.75 x79.76 8 4 ttzR77 4 3 zd . b 8 3 8 6 .76 8 6 9 6 83.76 3 83.76 8 4 4 3 83.76 8 4 w 4 3 W 87.78 7 3 10 4 3 6 87.76 8 b B 4 3 b 67.76 3 87.7 7 5 � 4 3 87.7 7 b� 4 3 81.7 7 3 10 4 3 b 81.76 7 8 10141 3 8 81.78 3 91.7 7 6 � 4 3 � 91.7 7 8 4 3 86.78 7 3 10 4 3 5 8b.75 7 8 10 4 3 5 96.76M 3 86.7 7 8 4 3 98.7$ 7 $ 4 3 APPROVED ANCHOR TYPES: . 1. 1W ELCO TAPCONS YOB p mlda 2.1/4 RETE -FLEX MASONRY ANCHORS i 3. #12 SCREWS (G6) MtP`O 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 04 p AND 7 PERTAIN TO THE EXAMPLEANCHORAGE O ` Q SOLUTION ON SHEET 8. �. �o co W W J s- uj N Q O � LL to of O S o °' Q C� M Z a Wa N 0 LL O Q N z D Q a o o� _ �''�z�a TABLE 3. X DOORS ® ABLE 4. XX DOORS ® TABLE 6.0 SIDE LITE Q TABLE 6. XO & OX � TABLE 7.0X0. XXO.OXX (A _ CO & � & OXXO � GLASS TYPES A, B C, D. E GLASS TYPES �.2 E GLASS TYPES A, B, C, D, E GLASS TYPES • B, C, D, E GLASS TYPES AB, CD, E ANCHOR TYPE 2,3, WOO 1,2, CONC ANgiOR TYPE 2,3 , CONC ANCHOR TYPE 2,3, WOOD 1.2. CONC ANCHOR TYPE 2,3, WOOD 9.2, CONC ANCt•�R TYPE 2,3, WOOD 1,2, CONC & SUBSTRATE R SUBSTRATE &SUBSTRATE 8 SUBSTRATE & SUBSTRATE DOOR WIDTHS LQADZONE3 DOOR MOTHS LOAD ZONES '�I Tom^ LOAD ZONES MDR WIDTHS LOAD ZONES DOORWIDiHS LOAD ZONES '7C' - 25.80 � '70(" - 47.76 w °O° - 10.76 '7: -26.60 °X - 26.5 TO 37.50 TO 71.76 TO 38.76 TO 37.60 TO 37.b0 � u�j tu��j _ u�j � u�j � � =u � � � 47.7 � � � � a r r eo f, r a TO 71.7 � �- �� w� � � SIDE SLI�TEE LITE WIDTH x Hi X, 3 X X K 3 WroTH x HT. �� "WIDTH x HT. 0 0 0 o WIDTH x Hi. o o x x o o x x WIDTH 2b.60 x 79.76 6 2 7 4 2 3 47.76 x 70.7 4 3 8 4 2 3 90.78 x 78.78 4 1 d 1 10.7b x79.764 2� 4 2 10.75 x78.7 4 2 4 2 83.76 8 2 7 4 2 3 83.7 6 4 7 4 2 3 83.76 4 1 4 1 83.7 4 2 � d 2 � 83.7 4 2 4 2 87.78 8 2 7 4 2 3 87.7 b 4 7 4 2 3 87.78 d 1 4 1 87.7 4 2 4 2 K 87.7 4 2 4 2 91.7b 6 2 7 4 2 3 99.76 6 4 7 4 2 3 81.76 4 1 4 9 81.7 4 2 � 4 01.7 4 2 4 2 86.7 8 2 7 4 2 3 86.76 8 4 7 4 2 3 @6.76 4 1 4 1 98.7 4 2 X 4 2 8b.7 4 2� 4 2� 27.60x78.76 6 2 7 4 2 3 69.76 x 79.76 6 4 7 4 2 3 12.76 x78.76 4 2 4 2 12.78 x78.7 4 2 � 4 2 tQ 12.75 x78.76 4 2 4 2 83.7 6 2 83.76 8 4 7 4 2 3 83.76 4 2 d 2 83.7fi 4 2 4 2 '� 83.7 4 2� 4 2� 87.78 6 2 87.76 6 4 7 4 2 3 87.78 4 2 4 2 87.7 4 2pp 4 2 o�p 87.7 4 2 m .4 2� 91.7 8 2 7" 99.76 6 4 7 4 2 a 81.76 4 2 4 2 @1.7 4 2 F 4 2 F 81.7 4 2 � 4 2 x.76 8 2 8fi.7b 8 4 7 4 3 $ 8b. 7b d 2 4 2 �.7 4 2 4 2 � 86.7 d 2 oa 4 2 29.50 x 78.76 b 2 8 4 2 3 56.78 x 78.78 b 4 7 4 2 3 18.00 x 70.76 4 2 4 2 18.00 x78.76 4 3 4 2 � 19.00 X7@.7 4 3 LL LL 83.7b 6 2 8 4 2 3 83.7b 6 4 7 4 2 3 83.75 4 2 4 2 83.78 4 3 4 2 � 83.7 4 3 W 4 2 W 87.7 8 2 8 4 2 6 87.76 6 4 7 4 2 3 87.76 4 2 4 2 87.78 4 3 4 2 67.7 4 3 4 2 91.76 8 2 8 4 2 6 91.76 8 4 7 4 3 8 81.7 4 2 4 2 8'i.7b 4 3 4 2 01.7$ 4 3 4 2 9b.7 8 2 8 4 2 b 9fi.7b 8 4 8 4 3 b 86.7b 4 2 4 2 8S. 7b 4 3 86.78 4 3 4 2 31.b0 x 79.78 b 2 8 4 2 3 b9.76 x 70.7 6 b 8 4 2 3 21.76 x 78.76 4 2 4 2 21.7b x78.7 4 3 5 4 2 21.76 x 78.7b 4 3 a 4 2 y 83.78 8 2 8 4 2$ 8375 . fi b 8 4 2 3 83.7 4 2 4 2 83.76 4 3 x. 4 2 � 83.78 4 3$ 4 2 tQ 87.7b 8 2 8 4 2 6 87.7b 8 6 8 4 3 6 87.75 4 2 4 2 87.7b 4 3 d 2 87.76 4 3� 4 2� 81.76 8 2 8 4 2 6 81.7 8 6 5 4 3 6 81.76 b 2 4 2 91,7616131 � 4 2 � 01.76 6 3 p 4 2 0 �>.7$ 7 2 10 4 2 6 86.7 8 b 8 4 3 6 86. 5 2 4 2 9fi.7b b 3 4 2 86.76 6 3 '4 4 2 °_ 33.50 x 78.7b 8 3 8 4 3 3 83.75 x78.75 6 b 8 4 2 3 27.76 x 79.78 b 2 d 2 27.76x79.7 S 3 4 2 27.76 x78.76 6 3 m 4 2 83.7b 8 3 8 4 3 8 ..83.7 8 6 8 4 3 6 83.76 6 2 4 2 83.7b 6 3 z 4 2 � 83.78 b 3 44�. 4 2 F 87.78 8 3 8 4 3 b 87.7b 8 5 8 4 3 5 87.7b �r, 2 4 2 87.76 b 3 87.76 8 3 4 2 0 91.75 7 3 10 4 9 6 81.75 8 6 8 4 3 5 81.76 8 2 4 2 81.7 8 3 4 3 � 91.7b 8 9 4 "3 95.76 7 3 10 4 3 6 95.7 7 8 10 4 3 5 86.76 8 2 4 2 8b.7, 8 3 � 4 3 � 96.76161 3 d 3 H 35.60 x 79.7b 8 3 8 4 3 6 87.76x78.7 8 8 8 4 3 6 38.13 x 79.76 8 3 4 3 38.13 x79.7 8 4 ►� 4 3 � 38.13 x 79.76 8 4 4 3 83.76 8 3 8 4 3 b 83.76 8 6 8 4 3 6 89.7b 8 3 4 3 83.7 8 d 89.75 8 4 4 3 87.76 8 3 8 4 3 8 87.78 8 b 8 4 3 5 87.7b 7 3 4 3 87.78 7 8 � 4 3 � 87.7 7 6 4 3 0 91.7b 7. 3 10 4 3 6 91.7b 7 8 10 4 3 6 91.7b 7 3 4 3 81.76 7 b p 4 3 p 91.7$ 7 b a 4 3 fr 96.7b 7 3 10 6 .7 7 8 10 6 96.76 7 3 4 3 95.7 7 6 v 4 3 V 85.7b 7 6= 4 3 37.50 x79.7 3 8 4 3 6 71.75 x 78.75 5 8, 4 3 5 38.76 x 79.76 8 3 4 3 38.76 x78.7 1± � 4 3 � 36.75 x79.76 8 4 ttzR77 4 3 zd . b 8 3 8 6 .76 8 6 9 6 83.76 3 83.76 8 4 4 3 83.76 8 4 w 4 3 W 87.78 7 3 10 4 3 6 87.76 8 b B 4 3 b 67.76 3 87.7 7 5 � 4 3 87.7 7 b� 4 3 81.7 7 3 10 4 3 b 81.76 7 8 10141 3 8 81.78 3 91.7 7 6 � 4 3 � 91.7 7 8 4 3 86.78 7 3 10 4 3 5 8b.75 7 8 10 4 3 5 96.76M 3 86.7 7 8 4 3 98.7$ 7 2X WOOD 1314' ii 2X WOOD 3.4 KSI MIN. CONC. 13/4" 13/4' MIN. E.D. BUCK, NOTE 2 �MIN E.DTtWIN E.D. SUCK NOTE 3.4 KSI MIN. CONC. IX WOOD BUCK, NOTE 2 PROD=IRENIRWED 1318" TYPE 1 a conngyws wuh ft pimus 13/8 1 3/4"TYPE 2 02 D 'TYPEl A=qtem BUCK 2 1 3/4" TYPE 2 13/8* MIN. 318° MIN. 114° MAX. —114° MAX. 1/4" MAX. 1/4° MAX. m Dadoproad contrd SHIM ok WOOD IM EXT. SHIM SHIM CONC. EXT_ ANCHOR CONIC. EXT. - WOOD EXT. - ANCHOR TYPE 2 OR 3, ANCHOR, ANCHOR NOTE NOTE TYPE 2 OR 3, NOTE DOOR HEAD (WOOD) 1/4' TYPE I OR 2 (CMU) -I\r-- Ar - NOTE I - Jlv- -Ar - DOOR HEAD (CONC) -'I 318" TYPE I (CONC) L SIDE LITE HEAD (WOOD) SIDE LITE HEAD (CONC) 13(8l I 3f4' TYPE 2 (CONC) 114* MAX. SHIM MIN. I IW TYPE I OR 2 (CMU) u� SHIM _T 1/,r MAX. SHIM IW'SHIM 1 318° TYPE 1 (CONC) - MIN. E.O. 131W MIN, TYPE 2 (CONC) 314 1314 F- WOOD CONC. I MIN. E.D. ANCHOR ANCHOR I 's." W ON CONC NOTEI STAGGERED ANCHOR 1.5 KSI MIN. CMU OR LL MAX. A01rE2 0 CENTERS.- ON. WOOD 3A KSI MIN. CONC. pjI TYPE STAGGERED 0 ANCHOR I 3f4'MIN. E.D. 20R3. CENTERS, 3/4- MIN. E.D. TYPE 0 < 0 2X WOOD 20R3. r NOTE EXT. ix WOOD BUCK 1.6 KSI MIN. CMU OR 2X WOOD EXT- NOTE1 I_ CS z NOTE 1 (42al 3: U, SUCK NOT 2 NOTE 3A KSI MIN. CONIC. SUCK NOTE 2 IX WOOD BUCK N EXT. w Z DOORJAMB(WOOD) DOOR JAMB (CONC) SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) 0 X: LLJ WOOD ANCHOR TYPE 2 ZIU) of OR NOTEl 0! 04 UL 0 -WOOD ANCHOR TYPE 2 OR 3 NOTE I CONC, ANCHOR NOTE 1 lXWOOD a. v- EXT a :g 6 BUCK NOTE 2 < 04 EXT. NOTE 3 ?7 1/4"MAX -114"MAX. 114"MAX A EXT. 114° MAX. In A SHIM SHIM -,,SHIM 0 1 3V TYPE I 13/WM I MIN. I 3/4" TYPE 2 V rci .4,318"rYPE I � l 3f4` ' 3A KSI MIN. 1- 3(4" TYPE 2 _ I MIN. CONC. t CON C. • 2X WOOD BUCK NOTE IN. E.D. 2X WOOD BUCK NOTE 2 t__ 1 3fe --i DOOR SILL (WOOD) DOOR SILL (CONC) SIDE LITE SILL (WOOD) MIN. E.D. SIDE LITE SILL (CONC) NOTES: 1. FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO IW TAPCONS EMBEDDED 1 3f8' MIN. (TYPE 1) OR IW SS4 CRETE-FLEX EMBEDDED 1 3/4"MIN. (TYPE 2). THE MINIMUM DISTANCE FROM.CENTER OF ANCHOR TO CONCRETE EDGE IS 13/4'. FOR WOOD INSTALLATIONS USE #12 SCREWS, G6 OWE 3) OR ELOD IW S84 CRETE-FLEX ANCHORS EMBEDDED 1 318° MIN. (TYPE 2). 2. WOOD BUCKS DEPICTED AS lx ARE,LESS THAN I IM THICK. Ix WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1 1!2° THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS . OR AS APPROVED BY THE rill, AUTHORITY HAVING JURISDICTION (AHJ). 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON-SHRINK, NON-METALLIC GROUT (3400 PSI MIN.). (DONE BY OTHERS) L'x MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHE AR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 304/ FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED By THE AUTHORITY HAVING JURISDICTION.