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REV-16-383BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC PLUMBING ❑ MECHANICAL JOB ADDRESS: City: Folio/Parcel#: Miami Shores Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BY: FEB10 2018 FBC 20 Master Permit No. Re- S- / S- /26 a Sub Permit No.K V /' 3e ❑ ROOFING ❑ REVISION ❑ EXTENSION El RENEWAL El PUBLIC WORKS ❑ CHANGE OF CANCELLATION CONTRACTOR County: ❑ SHOP DRAWINGS Miami Dade Is the Building Historically Designated: Yes Occupancy Type: Load: Construction Type: 12P,11113401 Flood Zone: OWNER: Name (Fee Simple Titleholder):p4,6. e, Kvs-)Cif P1 c- hone#:- 766- Yg9- 63 � Address: Q/A b" / ca I<tis cvvtio (1 ' — /arO iv6 /'7 S City: 2%7/4171/ .6'h07-`70 State: r~ Zip: 310 Tenant/Lessee Name: Phone#: Email: NO BFE: FFE: CONTRACTOR: Company Name: � ,, ",77� c� y(/// . 186 - 3/ Z- C{-- 0 C, 4 c /.ij' 4-1 iI Phone# 22-6 ' Y2 6 y Ad rd ess: I Z.O • sW GJ 9- . City: Y')/4 yr)/ State: - Qualifier Name: Pr4PY1/A l 1"4A i Phone#: _-33/ (State Certification orrRegistration #: C /60 -! 1 (Q 1 Certificate of Competency #: DESIGNER: Architect/Engineer: 7v•41'71 . BGt i ,(j r,n :Pc Phone#: 7 -- 33 a N g %- (ddress: 2SW • It% is , Ave - 7 '24{-Q YCity: 3 -a State: FL_ Zip: 33 j -2 (Value -of 0)000 Square/Linear Footage of Work: Type of Work: 0— Addition ❑ Alteration ❑ New Description of Work: r fo0�a W /'i� JJ /Q ' _S row. ogee/7b ,� S��/T n�.Q• Repair/Replace ❑ Demolition rnu &,ufJ 7--' Specify color of color thru tile: Submittal Fee $ Permit Fee $ CCF $ '-- Scanning Fee $ ( 2 "" Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ 84 , CO/CC $ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip .Application is hereby made'to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: 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." ti Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first ins ion which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not b approved and a r inspec io ee will be charged. 'Signature OW E The foregoing instrum was acknowledged before me this i `O day of V.' / ' i V • 20 1 6 , by IF ri e% ,valv%I.Livho is personally known to me or who has produced t11236‘ _2 1 "6� -3 63-°as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: �` ;.? .rA�oFiE • z MYCOMMISSION #FF911140 .R.; v: EXPIRES August 19. 2019 w�ri J9tI-615.9 normallotairervica.conV Signature CONTRACTOR The foregoing instrument was acknowledged before me this 1 0 day of l%1c'1v o-c% D o-nn ‘a-f\ Ce c nafld.2Z, who is personally known to me or who has produced 655-170-$4 -12c -O v• identification and who did take an oath. NOTARY PUBLIC: ,20 16 ,by Sign: Print: Seal: ############################## ,. . . ######### ######## ####'ek########Ali######################################### ore_ as APPROVED BY Plans Examiner Zoning Structural Review (Revised02/24/2014) Clerk r • WINDOW SCHEDULE CODE TYPE DIMENSIONS FRAME Glass DP in Window N.O.A. ITEM PGT MODEL CONFIGURATION QTM W X H TYPE Color COLOR + - CONTROL 1.1 CA740 CASEMENT FIXED 2 51.00 x 22.00 ALUM WHITE CLEAR +70.00 -90.00 15-0519.15 2.1 CA740 CASEMENT PROJECTION XP (left side) 1 50.00 x 22.00 ALUM WHITE CLEAR +70.00 -90.00 15-0519.11 3.1 CA740 CASEMENT FIXED 1 50.00 x 22.00 ALUM WHITE CLEAR +70.00 -90.00 15-0519.15 4.1 CA740 CASEMENT PROJECTION XP (right side) 1 50.00 x 22.00 ALUM WHITE CLEAR +70.00 -90.00 15-0519.11 5.1 MULL BAR 2 1 x 2.75 x 0.375 x 22" ALUM WHITE 14-1105.01 6.1 CLIPS PAIRS 2 7.1 FD101H FRENCH(side panel narrow) < FIXED ' 3 33.625 x 85.00 ALUM WHITE CLEAR +71.40 -71.40 15-0528.24 8.1 MULL BAR _ -_ - - BAR -- -0.375 x 85" _ ALUM WHITE 14-1105.01 _ 9.1 MUL CLIPS PAIRS 2 10.1 CA740 CASEMENT X - HINGE LEFT 1 28.00 x 38.375 ALUM WHITE CLEAR +70.00 -91.00 15-0519.13 11.1 CA740 CASEMENT XOX (1/3) 1 102.00 x 38.375 ALUM WHITE CLEAR +70.00 -90.00 15-0519.13 12.1 CA740 CASEMENT PROJECTION XP 1 36.75 X 26.00 ALUM WHITE CLEAR +70.00 -90.00 15-0519.11 13.1 CA740 CASEMENT XOX (1/3) 1 91.00 X 42.50 ALUM WHITE CLEAR +70.00 -90.00 15-0519.13 14.1 FD101H FRENCH DOOR XX (ACTIVE LEFT) 1 67.00 X 80.00 ALUM WHITE CLEAR +75 00 -75.00 15-0528.24 15.1 FD101H. FRENCH (side panel narrow) FIXED' - 6 _ 33.50 X 8450 - ALUM WHITE CLEAR +71.40 -71.40 15-0528.24 16.1 MULL BAR BAR 3 1 X 4 X 0.375 X 85 ALUM _ WHITE 14.1105.01 17.1 MULL CLIPS PAIRS 3 18.1 FD101H FRENCH DOOR XX (ACTIVE LEFT) 1 71.75 X 85.00 ALUM WHITE CLEAR +75.00 -75.00 15-0528.24 19.1 FD101H FRENCH DOOR XX (ACTIVE LEFT) 1 71.75 X 80.50 ALUM WHITE CLEAR +75.00 -75.00 15-0528.24 20.1 FD101H, FRENCH (side panel narrow) ..,. .FIXED 2 71.75 X 80.50 ALUM WHITE CLEAR +75.00 -75.00 15-0528.24 21.1 MULL BAR BAR 1 1 X 4 X 0.375 X 81 ALUM WHITE 14-1105.01 " 22.1 MULL CLIPS PAIRS 1 23.1 CA740 CASEMENT FIXED 2 19.25 X 32.125 ALUM WHITE CLEAR +70.00 -90.00 15-0519.15 24.1 CA740 CASEMENT X - RIGHT LEFT 1 1925.X 32.125 _ ALUM WHITE CLEAR +70.00 -91.00 15-0519.13 25.1 SGD770 SLIDING GLASS DOOR XX 1 61 00 X 81.00 ALUM WHITE CLEAR +46.67 -60.00 15-1013.15 RECEIVED MAR 0 3 2016, BY* PERMIT #: Miami Shires Village APPROVED BY DATE ZONING DEPT 7)1,C)00 FEDERAL BLDG DEPT SUBJECTTO CCMPLIANCE WITH ALL STATE AND CCUN i f RULES AND REGULATIONS WIND PRESSURES WIND DESIGN BASED ON ASCE 7-10 .52 P5F -10 P5F WEST ELEVATION (RIGHT) SCALE: 3/16•• I'-0• NORTH ELEVATION (FRONT)' 4re1 F: 3/16•• I'-0• MULL I6.I EAST ELEVATION (LEFT) SCALE: 3A6•• MULL 21.1.22.1 6 120.11 .50 P5F -55 P5F .50 P5F -55 P5F SOUTH ELEVATION (REAR) SCALE: 3/16". 1'-0" .50 P5F -55 P5F EL•I0'-2" tEW PARAPET ELr0'-0• 46. FMI514 FLOOR +. a.m. studio design • .269 NE 103 ST MIAMI FL 33138 c. peuLE.KSpirk 305.519.3006 e. infoGtheamshdio.00m w .theeN.9Ldio.00m Client Name Address GABRIEL KUSKUNOV 1050 NE 107 St Miami Shores, R. 33161 Client's RepressrMRve Name Address Structural Engfness JUAN FERNANDEZ-BARQUIN, P.B. Name STRUCTURAL EMI=P.i. R 40114 Address THRESHOLD INSPECTOR 0 0947 2520 N.W. 97th AVENUE. SUITE 9240 DORAL FLORIDA. 33172 PHONE: 786-336-0691 FAX: 786-336-0884 E-MAIL: jfbeng@belsouth.net MEP Engineer Name Address ENGINEERING Landscape Architect Name Address It is o violation of the low to alter this document in had copy or electronic format (the "document") inony way. Use or modifications to this document is at the sole risk and liability of the user. The user shall, to the fullest extent of the law, hold the architect of record harmless from any claims. liabilities or damages including legal fees that may be inured as a result of any unauthorized or Improper use or modification of this document. • • • • •••• ••••4 • • • 4 No. • • Ate :Oris • •• •• ••••4 • • • •-• •4 • • • • • • • • • _0 • • • • • • • •••• ••••4 • • • • • • • • . • •-•• •• •• •• •• ••••4 • • -•- • -• 4 • • • ••••4 • • -IP- • -• •• • • • • • • ••••4 • •• • Project Title Proposed renovation PRIVATE RESIDENCE 1050 NE 107 St Miami Shores, FL 33161 Drawing Issue Dare 05-12- Seal Drown By Checked By ARCHITECT Juan Davila. RA State of Florida registration No. AR96479 Project No. Drawing No. S-13 • • • • • 1 • • • • • D C • • ••• • • • ••• •• •• • •• • •• •• • ••• •• •••••• •• • • •• ••.•• • • • 2 • • •, • • • •3 • SHOP DRAWING DOCUMENT REVIEW THESE DC THE DESIGN THE CON'RACT CONFIRM FABRIC/TON THIS TRADE CUMENTS HAVE BEEN REVIEWED FOR CONFORMANCE W4H CONCEPT AND INTENT AND GENERAL COMPLIANCE WI li DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE¶ NG AND CORRELATING ALL QUANTITIES AND DIMENSIQN AND CONSTRUCTION METHODS AND COORDINATION OF WITH ALL OTHER APPLICABLE TRADES. APPROVED AS SUBMITTED .. APPROVED AS NOTED • REJECTED / RE UBM' T ' • DATE: O ?ThEVIEWED BY: zJ - STRUCTURAL c UAN FEFNANDEZ-BARUUIN, P.E. ENGINEERS / THRESHOLD INPECTORS 2520 NW 97 Ave., Sure 240 Dora!, Florida 33172 Phone: 786-336-0881 Fax: 786-336-0884 • • • w:.:2• 110% .: :. •- •• • • I • • • •:.. •.• • .• •• • 'IS ...it II 4 iG • • •• • • • •• • • • • • • • • • • • • • • • • r • fA —�FX =' 3WEST ELEVATION ."-- 3 EAST ELEVATION 2.1 2 4 4.1 L 910Z 01 833 d _rr •l 0 W 0 .19. ciiitavet. ELEVATION 42!4 ZZ -177 LEVATION 5 ea '1/4" CONSTRUCTION DOCS a.m`studio design 4.144 4.44 kern MOIDOWNIM m.4444, la 4444.4444 � l•ui!M ..., Proposed renovation PRIVATE RESIDENCE 1080 NE 107 8t Miami Shores, FL 33161 5.444,41,4 ELEVATIONS 03-2042016 .— NM, Ay Pe JO wu u,, 10111MIMO •KW ECT Mob WWI. repe4.4 Net 444647. A-2.0 0 • jlfF � 41 A �y- — .. . • • • • • • • • . • .. .. • • ti .. • • • . •••• • • • •. •••• .... • • • • • • . • • • • • • • • • . . • • • .. • • • • . '. • • j y. 1 j { • • • 4 1 PROJECT OWNER ADDRESS • • •• •• • • • • • • • • • KUSKUNOV RESIDENCE ••• • • • ••• • • • • • • • • • • • • • • • • ••• • - • • • • • • • A • • • • • • ••• GABRIEL KUSKUNOV ••• •.• ••- _•• 1050 NE 107 ST • • •' ' . . . • :' • • • • • • • • • ••• •••• • ••• • BRAND TO INSTA PGT INDUSTRIES • •• • • • •• ••• •• •. • • • •'• WLNDOW SCHEDULE CODE TYPE ITEM PGT MODEL CONFIGURATION QTY DIMENSIONS WXH FRAME TYPE cc 0 z 1.1 CA740 CASEMENT FIXED 2 51.00 x 22.00 ALUM 2.1 CA740 3.1 CA740 CASEMENT PROJECTION CASEMENT 4.1 CA740 5.1 6.1 CASEMENT PROJECTION MULL CLIPS XP (left side) FIXED XP (right side) 1 + 1 50.00 x 22.00 50.00 x 22.00 1 50.00 x 22.00 BAR PAIRS 2 C<1 _x 2.7.5.x 0.375 x 22 2 ALUM SHOP DRAWING DOCUMENT REVIEW_ THESE DOCUMENTS HAVE BEEN REVIEWED FOR CONFORMANCE WITH THE DESIGN CONCEPT AND INTENT AND GENERAL COMPLIANCE WITH THE CONTRACT DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FtiR CONFIRMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS, FABRICATION AND CONSTRUCTION METHODS AND COORDINATION OF THIS TRADE WITH ALl OTHER APPLICABLE TRADES. APPROVED AS SUBMITTED APPROVED AS NOTED REJECTED / RELIJB(VWr DATE:O/T. BY: _ ' JUAN FERNANDEZ-BARQUIN, P.E. GI�a520 COLO NW B ite 33317i 240N.O.A. CONTROL viCo�ral,,.Fiorida lor -IlTE CLEAR Fa ne 7971 3 3, ��. : zs , 15-0519.15 Gr11Y' . 1C/'C4A 11 ALUM WHITE CLEAR +70.00 -90.00 15-0519.15 ALUM WHITE CLEAR +70.00 -90.00 15-0519.11 - ALUM WHITE 14-1105.01 7.1 FD101H 8.1 9.1 FRENCH (side panel narrow) MULL BAR MUL CLIPS FIXED BAR PAIRS 3 33.625 x 85.00 2 1 x4x0_375x85-' 2 ALUM ALUM WHITE CLEAR +71.40 -71.40 15-0528.24 WHITE 14-1105.01 10.1 CA740 CASEMENT X - HINGE LEFT 1 28.00 x 38.375 ALUM WHITE CLEAR +70.00 - 91.00 15-0519.13 CA740 CASEMENT XOX (1/3) 1 102.00 x 38.375 ALUM WHITE CLEAR +70.00 - 90.00 15-0519.13 w 12.1 CA740 CASEMENT PROJECTION XP XOX (1/3) 1 1 36.75 X 26.00 ; . - 91.00 X 42.50 ALUM y ALUM WHITE WHITE CLEAR CLEAR +70.00 +70.00 -90.00 -90.00 15-0519.11 15-0519.13 13.1 CA740 CASEMENT 14.1 15.1 16.1 17.1 18.1 19.1 20.1 FD101H FRENCH DOOR FD101H FRENCH (side panel narrow) MULL BAR MULL CLIPS XX (ACTIVE LEFT) FIXED BAR 1 6 67.00 X 80.00 33.50 X 84.50 ALUM ALUM WHITE WHITE 3 X 4 X,0.375X 85_J ALUM WHITE CLEAR +75.00 CLEAR +71.40 PAIRS 3 - 75.00 - 71.40 15-0528.24 15-0528.24 14-1105.01 FD101H FRENCH DOOR XX (ACTIVE LEFT) 1 71.75 X 85.00 ALUM WHITE CLEAR +75.00 -75.00 15-0528.24 FD101H FRENCH DOOR XX (ACTIVE LEFT) 1 71.75 X 80.50 ALUM WHITE CLEAR +75.00 - 75.00 15-0528.24 FD101H FRENCH (side panel narrow) FIXED 2 71.75 X 80.50 ALUM WHITE CLEAR +75.00 -75.00 15-0528.24 21.1 22.1 23.1 24.1 25.1 MULL BAR CA740 CA740 SGD770 MULL CLIPS CASEMENT CASEMENT SLIDING GLASS DOOR BAR PAIRS FIXED 1 I 1 X4X0.375X81.J ALUM 1 2 19.25 X 32.125 X - RIGHT LEFT XX 19.25 X 32.125 61.00 X 81.00 ALUM WHITE WHITE CLEAR +70.00 14-1105.01 - 90.00 15-0519.15. ALUM ALUM WHITE WHITE CLEAR CLEAR +70.00 +46.67 -91.00 - 60.00 15-0519.13 15'1013.15 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Series "SGD-770" Aluminum Sliding Glass Door w / 90° & 135° corners — L.M.I. APPROVAL DOCUMENT: Drawing No. PGT0130, titled "Series 770 Alum. SGD - LM Impact", sheets 1 through 22 of 22, dated 10/10/14, with revision A dated 10/08/15, prepared by manufacturer, signed and sealed by 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 perfonnance 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 tenninate 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# 14-0128.11 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez; P.E. MIAMI•DADE COUNTY APPROVED MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.mie mida de.tov/economy NOA No. 15-1013.15 Expiration Date: February 17,2020 Approval Date: October 29, 2015 Page 1 SHOP DRAWING DOCUMENT REVIEW THESE DOCUMENTS HAVE BEEN REVIEWED FOR CONFORMANCE WITH THE DESIGN CONCEPT AND INTENT AND GENERAL COMPLIANCE WITH THE CONTRACT DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS, FABRICATION AND CONSTRUCTION METHODS AND COORDINATION OF THIS TRADE WITH Alc OTHER APPLICABLFj TRADES. APPROVED AS SUBMITTED APPROVED PS NOTED . REJECTED / RESUBMIT DATE:OJ 347JY REVIEWED BY: r 051 JUAN FERNANDEZ-BARQUIN, P.E. STRUCTURAL ENGINEERS / THRESHOLD INPECTORS 2520 NW 97 Ave., Suite 240 Doral, Florida 33172 Phone: 786-336-0881 Fax: 786-336-0884 ca PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 14-0123.10) 2. Drawing No. PGT0130, titled "Series 770 Alum. SGD — LM Impact", sheets 1 through 22 of 22, dated 10/10/14, with revision A dated 10/08/15, prepared by manufacturer, signed and sealed by 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 an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7554, dated 11/01/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 14-0123.10) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading 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 an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-5980-R, FTL-6001-R and FTL-6015-R, which have been revised and reissued on 12/29/09, all signed and sealed by Julio Gonzales, P.E. (Submitted under NOA No. 09-0826.10) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 .. ... . . . . . .. • • ..• ... ••. • .. •. • ... • . . . .. • • •• • • ... • . . • •• •. • • . .. • • ..• . . •. •• • • . • • •• • • • •;• • . • • • • • E-1 • • • • • • . • ••• •. •• .. .• •• 0 . Manuel ' ere , P.E. Product Contro Ex. miner NOA No. 15-1013.15 Expiration Date: February 17, 2020 Approval Date: October 29, 2015 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 3. (CONTINUED) along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-5980, FTL-5993, FTL-6036, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6023, FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033 and FTL-6036, all dated 08/10/09 and signed and sealed by Julio Gonzales, P.E. (Submitted under NOA No. 09-0826.10) 4. Additional Reference Fixed Window Test Report No. FTL-7897 (Cardinal spacer), per TAS 201, 202 & 203-94, issued by Fenestration Testing Laboratory, Inc. (Submitted under NOA No. 15-0430.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated 01/30/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 14-0128.11) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5tb Edition (2014), dated October 8, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated October 8, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS . . • • • 1. Noticp of ACcdyStr2calig 1.4.0128.11, issued to PGT Industries, Inc. for their Series "SGD-7.70';ikhjtpifluinSliding Glass Doors w/90° c135 ;corners - L. I. approved on 02712/15 and expiring on 02/17/20. J ... • •• • •• • • • Manuel P= e , P.E. •• • • • • Product Control x: miner •• • ••• • . NOA No. 1 - 013.15 • • Expiration Date: February 17, 2020 • • • • Approval Date: October 29, 2015 •;• • • • • • : : E-2 • . . . •.' .och :. ••• • SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR INCLUDING POCKETS & 90°/135° CORNERS GENERAL NOTES 1) GLAZING TYPE OPTIONS: SEE TABLE B, THIS SHEET & GLAZING DETAILS ON SHEETS 4 & 5. 2) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. 3) ANCHORAGE: THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 6-14. 4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE. 5) INSTALLATION SCREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 6) REFERENCES: ELCO ULTRACON, CRETEFLEX AND AGGREGATOR NOA'S, ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL. 7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE, AS APPLICABLE. TEST REPORTS: FTL-5980, FTL-5993, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6022, FTL-6023, FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033, FTL-6036 AND FTL-7554 Group Anchor Substrate Frame Member Min. Edge'. Distance , -Min. Embedment -Concrete (mIn t2:85'ksI) Head/Sill/Jamb- —.....1" _ 1-3/8' l- .U-4' EIco.Ultracan> > Ungrouted CMU, (ASTM C-90) Jamb only 2-1l2' 1-1/4" Grouted CMU (ASTM C-90, min. 2 ksl grout) Jamb only 2-112" 1-3/4' 2 1/4" Elco 410 S.S. CreteFlex Concrete (min. 3.35 ksi) Head/SIII/Jamb 1" 1.3/4" Ungrouted CMU, (ASTM C-90) Jamb only 2-112" 1-1/4' P.T. Southem Plne (SG=0.55) Head/Sill/Jamb 1" 1.395" 3 1/4" Elco Ultracon Concrete (min. 2.85 ksi) Head/Sill 1" 1-3/8' Ungrouted CMU (ASTM G90) Jamb only 1" 1-1/4" #12, 18-8 or 410 (minsls .S. threads/ln) P.T. Southem Pine (SG=0.55) Head/Sill/Jamb 9/16" 1-3/8" Aluminum, 6063 T5" Head/Sill/Jamb 3/8" 0.063" Steel, A36" Head/Sill/Jamb 3/8' 0.050' Steel Stud, A653 Gr. 33" Head/Sill/Jamb 3/8" 0.0451" 114" Elco 18-8 S.S. Aggre-Gator Concrete (min. 3.275 ksi) HeadlSlll/Jamb 1-1/2" 1-3/8" Ungrouted CMU, (ASTM C-90) Jamb only 2" 1-1/4" Grouted CMU (ASTM C-90, min. 2 ksi grout) Jamb only 2' 2" . P.T. Southern Pine (SG=0.55) Head/SIII/Jamb 1" 1.3/8' 4 #12, Steel SMS G5, (min. 11 threads/in) P.T. Southem Pine (SG=0.55) Head/Sill/Jamb 9116" 1-3/8" Aluminum, 6063-T5" Head/Sill/Jamb 3/8" 0.063" Steel, A36" Head/Sill/Jamb 3/8' 0.050' Steel Stud, A653 Gr. 33" _ HeadlSllllJamb 3/8" 0.0451' " MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. ""P—HOOK INSTALLATION REQUIRES 2.693" MIN. EDGE DISTANCE, REFER TO SHEET 14 FOR ANCHOR NOTES ALL SPECIFIC P—HOOK REQUI 1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI—DADE COUNTY, USE ONLY MIAMI—DADE COUNTY APPROVED ELCO ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET. 3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2" THICK. PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD & TO BE REVIEWED BY THE BUILDING OFFICIAL. 4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL 1S NOT REQUIRED. IF USED, NON —SHRINK, NON-METALLIC GROUT, MAX. 1/4" THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. Glass Type Description (Listed from Exterior to Interior) G3 7/16" Laminated: (2) Lites of 3/16' HS Glass with .090" PVB Interlayer G3A 9 9/16" Laminated: (2) Lltes of 1/4" HS Glass with .090" PVB Interlayer G4 7/16' Laminated: (2) Lltes of 3/16" HS Glass with .090' SG Interlayer G4A 9/16" Laminated: (2) Lites of 1/4" HS Glass with .090" SG Interlayer G5 1" Laminated I.G.: 3/16" T Exterior Cap + 3/8" Alr Space + 7/16" Laminated; (2) Lites of 3/16" HS Glass with .090" PVB Interlayer G5A 1" Laminated I.G.: 1/4" T £xtejior cap + 5/16" Air Space + 7/18" Laminated; (2) Liles of 3/16' HS Glass with .090" PVB Interlayer G6 1"tt mIfl1ttd tG l 3M6 Trx(kfl r Cap + 318" Air Space + 7/18" Laminated; (2) Lttes of 3/16" HS Grass with .090" SG Interlayer G6A 111I.aminatid 16.11/ " i Elreiior ap + 5/16" Air Space + 7/16' Laminated; (2) Lltes of 3/16" HS Glass with .090" SG Interlayer G7 7M6''Lawtiirated t'2) Lftes of 3716' ANN Glass with .090" SG Interlayer G7A 9/16" Laminated: (2) Lltes of 1/4" ANN Gass with .090" SG Interlayer G8 1; Lagirsated I.G: 3/19""r ExtIrffo1 Cap 3/8" Air Space + 7/16' Laminated; (2) Lttes of 3/16" ANN Glass with .090" SG Interlayer G8A ,'4'1amrnated I. f.:.1/4";T Ex,erbr Car +6/16" Air Space + 7/16' Laminated; (2) Liles of 3/16" ANN Glass with .090' SG Interlayer . •• •• Raved By: sc Doti - 10/8/2015 • • • REMENTS. NOA DRAWING MAP SHEET GENERAL NOTES 1 EXAMPLE CONFIGS 2-3 GLAZING DETAILS 4,5 ANCHORAGE 6-14 DESIGN PRESSURES 6-8 INSTALL DETAILS 12-14 ELEVATIONS 15,16 PANEL / SILL TYPES 17 18,19 20 21,22 CROSS SECTIONS PARTS LIST EXTRUSIONS DESIGN PRESSURE RATING IMPACT RATING SEE TABLES 1, 2 & 3 ON SHEETS 6, 7 & 8 RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE GLAZING NOTES: "ANN" = ANNEALED "HS" = HEAT STRENGTHENED "T" = TEMPERED "PVB" = .090" BUTACITE' B BY KURARAY AMERICA, INC. "SG" = .090" SENTRYGLAY KURARAY AMERICA, INC. D Revisions: A UPDATED INTERLAYER MANUFACTURER , -Raved By: Rend Or Drawn ar JR • • • Ws: • • • aft • • • 10110/14 RWRbrr: " • .• •• osseesahr " • ••• • ID • • • • • • • - • . •• .• i .•• • • • Ditto: 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (041)•480-1800 CERT. OFAUTH. 029296 GENERAL NOTES AND MAP Tar SERIES 770ALUM. SGD - LM IMPACT Berlwahod t• SOD-770 &Mr NTS Shook 1 a 22 PGT0130 Reg. A ZONING DEPT BLDG DEPT SUBJECT i•O CC;N1RLVNCE WITH ALL FEDERAL STATE ANu CCUN Y RUL=S AND REGULATIONS tpproved as complying with tlac Florida - Date NOA# Slisml Dade Product .`tiitiirr1l� \� vV LYNN M ,c,\ •' �CENSF F,Q '' • • STA E OF �JJ: ire.' • • . 0121Dp`,•• Y; ONA1._ ��,, t• X.'LYNN MILLER, P.E. P.E.# 58705 EXAMPLE CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1-3 MAX. UNIT HEIGHT PER TABLES 1-3 1-PANEL CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1-3 i MAX. UNIT HEIGHT PER TABLES 1-3 e i 3-PANEL CONFIGURATIONS NOM. PANEL WIDTH PER TABLES 1-3 MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1-3 1 MAX. UNIT HEIGHT PER TABLES 1-3 POCKET �`4- --J MAX. UNIT WIDTH 2=P'ANELL CONFIGURATIONS NOM. PANEL WIDTH PER TABLES 1-3 POCKET TIRNEY MAX. UNIT WIDTH CONFIGURATIONS NOTES: 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB LOCATIONS USING DETAIL "Jw", "Jc", "Kw" OR "Kc" INSTALLATION. EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION CAN BE OXXXp. 2) 90° & 135° CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. 3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3. "X" = OPERABLE PANEL, "0" = INOPERABLE PANEL, "p" = POCKET DETAIL LETTER R o °R o MAX. UNIT �aHEIGHT Wei PER c �'= TABLES 1-3 a0.w I ®'- e e 7/ Go 69 OS MAX. UNIT HEIGHT PER TABLES 1-3 Roved Br SC •• • • • • • • • •• • • •• • 10/8/2015 ••• • • • • •• • • • • • •• • • Rewskos: A I Q e i • e e ••• •5-PANEL CONFIGURATIONS ▪ .• •••• • •• NO CHANGES THIS SHEET Roved By Roved By. Drum Or JR Da CO: ••• • • Deter • • • • • • Det• • • • • 10/10/14 Revisions: • • •• Roe • •• • Cheat& Br • • ••• . • • • • • • • • • • • • • •• •• • ••• • Dete: POCKET IX Ill Qs 0 to 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941) 480-1600 CERT. OFAUTH. #29296 t-1s TV "w" = WOOD OR METAL INSTALLATION "c" = CONCRETE INSTALLATION SHEET NUMBER DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = DOOR UNIT HEIGHT -10.125" PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866" POCKET —J CC Lu O a• (0 wax Y ti Q. o CO 4-PANEL CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1-3 MAX. UNIT HEIGHT PER TABLES 1-3 CORNER, TYP. (OUTSIDE CORNER SHOWN, INSIDE CORNER SIMILAR) EXAMPLE CONFIGURATIONS SEE NOTE 2, THIS SHEET. approved as complying with UM Florida . d _ C•' Date r . ti a1 NOM/ SOMINIGFIL. Mlaml Dade Product llv Tree: SERIES 770 ALUM. SGD - LM IMPACT Skstbeedodet SGD-770 NTS sheer 2 of22 Doming No PGT0130 Res. A � UN� LY I /y ��/�/ / Ne.58705 .• ti 0 MO /1/j;!lll��ti�, A. LYNN MILLER, P.E. P_E.# 58705 EXAMPLE CONFIGURATIONS NOM. PANEL WIDTH PER TABLES 1-3 MAX. TESTED UNIT WIDTH = 355-7/16" © 96" HEIGHT 300-1/4" @ 120" HEIGHT MAX. UNIT HEIGHT, 96" OR 120" • i i i 7/ NOM. PANEL WIDTH PER TABLES 1-3 6-PANEL CONFIGURATIONS • MAX. UNIT WIDTH POCKET _J CONFIGURATIONS NOTES: 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB LOCATIONS USING DETAIL "Jw", "Jc", "Kw" OR "Kc" INSTALLATION. EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION CAN BE OXXXp. 2) 90° & 135° CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. 3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3. "X" = OPERABLE PANEL, "0" = INOPERABLE PANEL, "p" = POCKET ®®69OS® 1 MAX. UNIT HEIGHT PER TABLES 1-3 NOM. PANEL WIDTH PER TABLES 1-3 i 1 e i e IK► 0 7-PANEL CONFIGURATIONS MAX. UNIT WIDTH s•N POCKET DETAIL LETTER t.13 "w" = WOOD OR METAL INSTALLATION "c" = CONCRETE INSTALLATION SHEET NUMBER DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = DOOR UNIT HEIGHT -10.125" PANEL HEIGHT = DOOR UNIT HEIGHT -1.866" i MAX. UNIT HEIGHT PER TABLES 1-3 •• ••. . . .' • •• • •• • • • •••• • • • Revsd By: SC 0 •• •• • • • • • • • ' • • • (Ts 0 i 0 i 0 0 i 0 7/ • ••• ••; • • • • • • •••• • . . • • • . • • • • . • • • • • .• • • • • • • • • • • • D•l8.• Revbbns: 10/8/2015 A NO CHANGES THIS SHEET 8-PANEL CONFIGURATIONS Raved 8y Dale: Rolston:• ••• e • • • Rend By. Dale • . R ovbldw: • i •• •• • Dr•Wr18)r We: • • • ChedcedBy! Sale: JR 10/10/14 • • • •••• • • • • • - I• • • • • • . •• •• • ' 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 CERT. OFAUTH. #29296 Fler"Itir POCKET EXAMPLE CONFIGURATIONS SERIES 770 ALUM. SGD - LM IMPACT sense AO:der SGD-770 Scab: NTS sneer 3 a 22 Minting Ho. PGT0130 Rev: A approved a con+plylap, wlt� Um Florida Holding C Dale NOA# amI Iiy • !j. LYNN / 15 No. 58705 ;` oG{ aal5''��i, U S1AIP0• JQ tr /'/1',1ONAl ' „ llll)Itl''' A. LYNN MILLER, P.E. P.E.# 58705 GLAZING DETAILS (G3, G3A, G4, G4A, G5 & G5A) 7/16" NOM. 3/16" HS GLASS .090" PVB 3/16" HS GLASS 82 EXTERIOR a i 3/4" NOM. GLASS BITE 7/16" LAMINATED GLASS, TYPE G3 9/16" NOM. 1/4" HS GLASS .090" PVB 1/4" HS GLASS a2 EXTERIOR a 3/4" NOM. GLASS BITE I 9/16" LAMINATED GLASS, TYPE G3A •• • ••• : : . : : . •• GLAZINGi,OTES • ::: ••• "ANN" = ANj4EA.LZII • "HS" = HEAT STRENGTHENED "T" = TEMPERED • •.• ••• "PVB"=•1190'1I UTAII Y•KUFtACtAY AMERICA, INC. "SG" = .a94 " SUI1'Rtc1A Y KtU ARAY AMERICA, INC. Revd tar SC Deli:- 10/8/2015 Revisions: A UPDATED 1NTERLAYER MANUFACTURER 7/16" NOM. 3/16" HS GLASS- .090" SG - 3/16" HS GLASS- 82 EXTERIOR a i 3/4" NOM. GLASS BITE 7/16" LAMINATED GLASS, TYPE G4 9/16" NOM. 1/4" HS GLASS .090" SG 1/4" HS GLASS 82 EXTERIOR a Atm M 3/4" NOM. GLASS BITE 3/16" HS GLASS .090" PVB 3/16" HS GLASS 3/8" AIR SPACE 3/16" T GLASS EXTERIOR a 1" NOM. 3/4" NOM. GLASS BITE 1 1" LAMINATED I.G. GLASS, TYPE G5 3/16" HS GLASS .090" PVB 3/16" HS GLASS 5/16" AIR SPACE 1/4"TGLASS 0 EXTERIOR `-••.- 1" NOM. - j// l 3/4" NOM. GLASS BITE 1 9/16" LAMINATED GLASS, TYPE G4A 1" LAMINATED I.G. GLASS, TYPE G5A Roved By. Roved By: Dn"m oY JR Dote: • • • • Daly • • Data: • • • 10/10/14 • ••• • • • • �•• ; :•••: • • • • • • Date: • 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941) 480-1600 CERT. OFAUTH. #29298 oew(voa. GLAZING DETAILS SERIES 770 ALUM. SGD - LM IMPACT SOD-770 NTS 4 g 22 t No. GT0130 14.pproved a on piyitigi111i/1ib Florida o aid' g C Date NOA11 L BY 5 No. 5i05 SsAIE OF a4 _ 4 f'CORIOP'•' Ca ;/�'rr1114\1� A. LYNN MILLER, P.E. P.E.# 58705 GLAZING DETAILS (G6, G6A, G7, G7A, G8 & G8A) 3/16" HS GLASS .090" SG 3/16" HS GLASS 3/8" AIR SPACE 3/16" T GLASS EXTERIOR a (r1 1" NOM_ ~�J 3/4" NOM. GLASS BITE 1" LAMINATED I.G. GLASS, TYPE G6 3/16" HS GLASS .090" SG 3/16" HS GLASS 5/16" AIR SPACE 1/4" T GLASS EXTERIOR a '�-1"NOM. -4- 3/4" NOM. GLASS BITE 1" LAMINATED I.G. GLASS, TYPE G6A • • . •• GLAZINGTTOT S: •: • •: "ANN" = ANNEA44E : S. ..• "HS" = HEA'SiRENGTHNEU "T" = TEMPERED "PVB" = .Q90;131,1TACFTE 1f BYTQJRAVAY AMERICA, INC. "SG" = .Q9Q" StNTR'C1Ab1: K4SRAkt/tY AMERICA, INC. • • 7/16" NOM. 3/16" ANN GLASS .090" SG 3/16" ANN GLASS 82 EXTERIOR 3/4" NOM. GLASS BITE 7/16" LAMINATED GLASS, TYPE G7 9/16" NOM. 1/4" ANN GLASS .090" SG 1/4" ANN GLASS 82 EXTERIOR a 3/4" NOM. GLASS BITE 3/16" ANN GLASS .090" SG 3/16" ANN GLASS 3/8" AIR SPACE 3/16" T GLASS EXTERIOR a 1" NOM. -►- / 3/4" NOM. GLASS BITE 1" LAMINATED I.G. GLASS, TYPE G8 3/16" ANN GLASS .090" SG 3/16" ANN GLASS 5/16" AIR SPACE 1/4" T GLASS EXTERIOR 1" NOM. ; / 3/4" NOM. GLASS BITE 9/16" LAMINATED GLASS, TYPE G7A 1" LAMINATED I.G. GLASS, TYPE G8A Revd B SC Date" 10/8/2015 Rereabna A UPDATED INTERLAYER MANUFACTURER Revd By: Data •�• RevfarO,,s: • • • • • • • i • • • • • Revd B Dale: • . rev`aJoi�. •• •• • e •• • • i . • • i ••• ••• • • Dam) BY: JR Dale: • • • 10/10/14 Phedcedibyr Dare: Approved as eonsptying wits Ur. Florida , Id : C Date • . . NOAN L I4 Mtami Da s Prods 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941) 480-1600 CERT. OFAUTH. 929296 GLAZING DETAILS rac SERIES 770 ALUM. SGD - LM IMPACT arm SGD-770 NTS safte 5 of 22 or,.sv►o. PGTO?30 Rer. A \ .{ LYNN • \\GENSE• `'p • No. 58705 . a.... -��1 /\ '(.1.OR1D� •,6" �\ ///lrittiti�, A. LYNN MILLER, P.E. P.E.# 58705 TABLE 1: Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3) For comer astragal anchorage on 90° or 135° corner units, see sheet 11 Table applies to Glass Types 3, 3A, 5, 5A, 7, 7A, 8 & 8A and the Stile / Astragal types shown below. Nominal Panel Width 24" 17" DLO Head/SiII 30" 23" DLO Jamb Door Unit Height Maximum DP for all sizes: +60 / -60 (May be limited by Table 1A) se" 84" 1 C4+1 P-hook Head/Sill Jamb 36" 29" DLO P-hook Head/Sill 42" 35" DLO Jamb 8 6+7 C4+1 8 6+7 C4+1 P-hook Head/Sill 48" 41" DLO Jamb P-hook 8 6+7 C4+1 Head/Sill Jamb 8 6+7 C4+2 P-hook 8 69-7/8" DLO 73-7/8" DLO 90" 79-7/8" DLO Anchor Group 2 I 3 4 C4+1 8 6+7 C4+1 8 6+7 C4+1 8 6+7 C4+1 8 6+7 C4+2 6+7 8 6+7 C4+1 8 6+7 C4+1 8 6+7 C4+1 8 6+7 C4+1 8 6+7 C4+2 8 6+7 FOR EXAMPLE ON USING TABLE, SEE SHEET 7. C4+1 8 6+7 C4+1 8 6+7 C4+1 8 6+7 C4+1 8 6+7 C4+2 8 6+7, Anchor Group 1 2 J C4+1 C4+1 8 8 7+8 7+8 C4+1 C4+1 8 8 7+8 7+8 C4+1 C4+1 8 8 7+8 7+8 C4+1 C4+1 8 8 7+8 7+8 C4+2 C4+2 8 8 7+8 7+8 3 C4+1 8 7+8 C4+1 8 7+8 C4+1 8 7+8 C4+1 8 7+8 C4+2 8 7+8 4 C4+1 8 7+8 C4+1 8 7+8 C4+1 8 7+8 C4+1 8 7+8 C4+2 8 7+8 _ Anchor Group 1 2 I 3 I 4 C4+1 8 7+8 C4+1 8 7+8 C4+1 8 7+8 C4+1 8 7+8 C4+2 8 7+8 C4+1 8 7+8 C4+1 8 7+8 C4+1 8 7+8 C4+1 8 7+8 C4+2 8 7+8 C4+1 8 7+8 C4+1 8 7+8 C4+1 8 7+8 C4+1 8 7+8 C4+2 8 7+8 C4+1 8 7+8 C4+1 8 7+8 C4+1 8 7+8 C4+1 8 7+8 C4+2 8 7+8 96" 85-7/8" DLO Anchor Group 1 2 1 3 4 C4+1 8 7+8 C4+1 8 7+8 C4+1 8 7+8 C4+1 8 7+8 C4+2 8 7+8 C4+1 8 7+8 C4+1 8 7+8 C4+1 8 7+8 C4+1 8 7+8 C4+2 8 7+8 NOTES: 1) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1/4" SILL. 2) WHEN USING THE 2-1/2" SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A. 3) 4", 3-1/4" AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. Interlock Standard Stiles P-hook Standard Stile Part #60 (x2) Part #60 C4+1 8 7+8 C4+1 8 7+8 C4+1 8 7+8 C4+1 8 7+8 C4+2 8 7+8 C4+1 8 7+8 C4+1 8 7+8 C4+1 8 7+8 C4+1 8 7+8 C4+2 8 7+8 E 1A: Sill Height to Max. (+) DP (Water Infiltration Rating) Sill Riser Height (Flat or Box, see Sheet 17) (+) Design Pressure, psf Flush - 1-112' see note 3 Low - 2-1/2' + 46.67 Medium - 3-1/4" + 60.0 High - 4" + 80.0 SEE NOTES 1-3 DLO WIDTH NOM. PANEL WIDTH - 7" DLO HEIGHT = DOOR UNIT HEIGHT -10.125" PANEL HEIGHT = DOOR UNIT HEIGHT -1.866" OH LENGTH OH RATIOz1 OH RATIO = OH LENGTH OH HEIGHT Lockstile @ Jamb Straight Astragal Assembly Lockstile @ Straight Astragal 90° Astragal Assembly Lockstile @ 90° Astragal 135° Astragal Assembly Lockstile @ 135° Astragal Standard Stile Standard Stile Standard Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Standard Astragal Outside Corner Outside Inside Corner } '711t- Outside Corner • • • + Corner ,° Inside • • • • • • • ••• ci Corner • Inside Corner • • • • • • • •Rrart ig0 • • • • • .. . • • •• • •• • . hart #60•{s;tile4 •art #67 al} (Astr Pag • .. .. •• •_• • • Part #60 Part #61 (Stile) Part #118 (Corner Receiver) Part #119 (Out.) Part #120(In.)Parts Part 461 (Stile) #31 & #32 (Corn. & Fxd Mount) Part #61 •• • • • Revd 8y SC R•wdBy Raul By: Dots: 10/8/2015 Dots: Deis: Rabb= A "R•sWons: Rerfebns: NO CHANGES THIS SHEET _ _ _ • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Drown By JR Deis: 10/10/14 Ch•doxf Ws: 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)•480-1600 CERT. OFAUTH. #29296 Dowee•rr DP AND ANCHORAGE Thic SERIES 770 ALUM. SGD - LM IMPACT Berisaalodek SOD-770 8odts NTS ohne 6 •►22 Dmetv No. PG70130 ROT A Approved u com[tri*R with Dili Florida Id' s C Date NOM MI — Mlanil Dale Product Ilv O�as t.YNN lly� � C !Fr ST�,7E C)r NL/`� .; -.'•., FC0R107 •C rrr;;'Of \Fx1.• ‘\ A. LYN4141.1 ER1, P.E. P.E.# 58705 TABLE 2: Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3) For corner astragal anchorage on 90° or 135° corner units, see sheet 11 Table applies to Glass Types 4, 4A, 6, 6A, 7, 7A, 8 & 6A and the Stile / Astragal types shown below. Nominal Panel Width 24' 17' DLO 23" DLO Head/Sill Jamb P-hook Head/Sill Jamb P-hook 69-7/8" DLO 84" 73-7/8" DLO Anchor Group !1" 2 l 3 4 C4+1 C4+1 C4+1 8 6+7 C4+1' II 8 6+7, 8 8 6+7 6+7 C4+1 8 C4+1 8 6+7 6+7 C4+1 8 6+7 C4+1 8 6+7 Ancho Group 1 1 2 C4+1 C4+1 8 1 8 7+8 1 7+8 C4+1IC4+1 8 1 8 7+8 7+8 36" 42" 48' 54' 29" DLO 35" DLO 41" DLO 47" DLO 53" DLO Head/SI1I Jamb P-hook HeadISIII Jamb P-hook Head/SIII Jamb P-hook Head/Sill Jamb P-hook Head/Sill Jamb C4+1 8 6+7 C4+1 8 6+7 C4+2 8 6+7 C4+2 8 6+7 C4+2 8 P-hook , 6+7 C4+1 8 6+7 C4+1 8 6+7 C4+2 8 6+7 C4+2 8 6+7 C4+2 8 6+7 C4+1 8 6+7 C4+1 8 6+7 C4+2 8 6+7 C4+2 8 6+7 C4+2 8 8+7 C4+1 8 6+7 C4+1 8 6+7 P-C4+2 8 6+7 C4+2 8 6+7 C4+2 8 6+7 C4+1 8 7+8 C4+1 8 7+8 C4+2 8 7+8 C4+2 8 7+8 C4+2 8 7+8 C4+1 8 7+8 C4+1 8 7+8 C4+2 8 7+8 C4+2 8 7+8 'C4+2 8 7+8 3 1 4 C4+1 8 7+8 C4+1 8 7+8 C4+1 8 7+8 C4+1 8 7+8 C4+2 8 7+8 C4+2 8 7+8 C4+1 8 7+8 'C4+1 C4+2 8 7+8 8 7+8 C4+1 8 7+8 C4+1 8 7+8 C4+2 8 7+8 C4+2 8 7+8 C4+2 8 7+8 90" 79.7/8' DLO Anchor Group 1 2 3 C4+1 8 7+8 C4+1 8 7+8 C4+1 8 7+8 C4+1 8 7+8 C4+2 8 7+8 C4+2 8 7+8 C4+2 8 7+8 C4+1 8 7+8 •C4+1 8 7+8 C4+1 8 7+8 C4+1 8 7+8 C4+2 8 7+8 C4+2 8 7+8 C4+2 8 7+8 C4+1 8 7+8 C4+1 8 7+8 C4+1 8 7+8 C4+1 8 7+8 C4+2 8 7+8 C4+2 8 7+8 C4+2 8 7+8 4 C4+1 8 7+8 'C4+1 8 7+8 C4+1 8 7+8, C4+1 8 7+8 C4+2 8 7+8 C4+2 8 7+8 C4+2 8 7+8 NOTES: 1) POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-1/4" SILL. 2) WHEN USING THE 2-1/2" SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX (NEGATIVE PRES. UNCHANGED). SEE TABLE 2A. 3) 4", 3-1/4" AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FBC (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. Door Unit Height 96' 85-718" DLO Anchor Group C4+1 8 7+8 C4+1 8 7+8 'C4+1 8 7+8 C4+1 8 7+8 C4+2 8 7+8 C4+2 8 7+8 C4+2 8 7+8 2 3 4 C4+1 C4+1 C4+1. 8 8 8 7+8 7+8 7+8 C4+1 C4+1 C4+1 8 8 8 7+8 7+8 7+8 'C4+1 C4+1 C4+1 8 8 8 7+8 7+6 7+8 C4+1 C4+1 C4+1 8 8 8 7+8 7+8 7+8 C4+2 C4+2 C4+2 8 8 8 7+8 7+8 7+8 C4+2 C4+2 C4+2 8 8 8 7+8 7+8 7+8 C4+2 + C5+2 8 8 8 7+8 +) 7+8 102" 91-718" DLO • Anchor Group 1 C4+1 10 8+9 C4+1 10 8+9 C4+1 10 8+9 C4+1 10 8+9 C4+2 10 2 l 3 l 4 C4+1 C4+1 10 10 8+9 8+9 C4+1 C4+1 10 10 8+9 8+9 C4+1 10 8+9 C4+1 C4+1 10 8+9 C4+1 10 10 8+9 C4+2 8+9 C4+2 10 10 C4+1 10 8+9 C4+1 10 8+9 C4+1 10 8+9 C4+1 10 8+9 C4+2 Maximum DP for all sizes: +601-60 (May be limited by Table 2A) 1 C4+1 10 8+9 C4+1 10 8+9 C4+1 10 8+9 C4+1 10 8+9 C4+2 10 108' 97-7/8" DLO Anchor Group . 2 I C4+1 10 8+9 C4+1 10 -C4+1 10 8+9 C4+1 10 8+9 8+9 C4+1 C4+1 10 10 8+9 8+9 C4+1 C4+1 10 10 8+9 C4+2 10 8+9 C5+2 10 4 C4+1 10 8+9 C4+1 10 8+9 C4+1 10 8+9 C4+1 10 8+9 C5+2 10 114" 103-718' DLO Anchor Group 1 2 C4+1 C4+1 10 10 9+10 9+10 C4+1 C4+1 10 10 9+10 9+10 C4+1 C4+1 10 10 9+10 9+10 C4+1 C4+1 3 C4+1 10 9+10 C4+1 10 9+10 C4+1 10 9+10 C5+1 4 C4+1 10 9+10 C4+1 10 9+10 C4+1 10 9+10 C5+1 1 C4+1 10 9+10 120" 109-7/8" DLO Anchor Group C4+1 10 9+10 C4+1 10 9+10 C4+1 2 C4+1 10 9+10 C4+1 10 9+10 C4+1 10 9+10 C4+1 10 10 10 10 10 10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 3 C4+1 10 9+10 C4+1 10 9+10 10 9+10 C5+1 4 10 9+10 C4+1 10 9+10 10 9+10 C4+2 C5+2 10 10 10 C5+2 10 C5+2 10 C5+2 10 10 10 C5+2 10 C5+2 10 10 Not available in these sizes • (Water Infiltration Rating) Sill Riser Height (Flat or Box, see Sheet 17) Pressure, psf SEE NOTES 1-3 tit OH LENGTH 01 OH RATIO 1 OH LENGTH OH RATIO = OH HEIGHT LY DETAILS. Interlock P-hook Lockstile @ Jamb Straight Astragal Assembly Lockstile @ Straight Astragal 90° Astragal Assembly Lockstile @ 90° Astragal 135* Astragal Assembly Lockstile @ 135* Astragal Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Standard Astragal Heavy-duty Stile Heavy-duty Stile Outside Corner Heavy-duty Stile Outside lieavy-duty Stile Inside \ Corner \ 11/4 * .... -5=1 __ Inside Corner ..._ir Corner Part #61 (Stile) Part #61 (Stile) DLO WIDTH = NOM. PANEL WIDTH - 7" DOOR UNIT HEIGHT - 10.125" PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866" Rated By: SC 10/13/2016 AWE Dew A NO CHANGES THIS SHEET • • • OMNI By: JR row 10/10/14 Checked By 1070 TECHNOLOGY DRIVE N. VENICE, FL 34276 (911)-480-1600 CERT. OF AUTH. 429296 DP AND ANCHORAGE NTS emit Drowtiotio A Approved ea torisplying with thio Florida Id Daw M sad TABLE 3A: 1 AbLt is - Deslgn Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3) For comer astragal anchorage on 90° or 135° comer units, see sheet 11 Maximum DP shown below (May be limited by Table 3A) Table applies to Glass 6, 6A, 7, 7A, 8 & Astragal types Door Unit Height Types 4, 4A, 80" 84" 90" 96" 102" 108" 8A and the Stile / 69-7/8" DLO 73-7/8" DLO 79 7/8" DLO 85-7/8" DLO 91-7/8" DLO 97-7/8' DLO shown below. Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group 1 1 2 1 3 1 4 1 1 2 3 1 4 1 1 2 1 3) 4 1 2 3 1 4 1_ 2 3 4 1 1 2 1 3 [,_ Design Pressure +/--90.0 psf +)-82.5 psf+/-75.0 psf 24" • 17" Head/SIII C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 DLO Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 10 10 10 10 10 10 10 10 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 +/-90.0 psf +1-82.5 psi +/-75.0 psi gP-hook _ I 2 E 30" 23" DLO Design Pressure Head/Slll C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 r C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 10 10 10 10 10 10 10 10 6+7 , 6+7 6+7 6+7 7+8 7+8 7+8 7+8 +/-90.0 7+8 psf 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 +/-82.5 8+9 psi 8+9 8+9 8+9 +/-75.0 8+9 psf 8+9 36'� 29" DLO Design Pressure Head/SI11 C4+1 C4+1 C4+2 C4+21 C4+1 C4+1 C4+2 C4+2 C4+1 C4+1 C5+2 C5+2 C4+1 C4+1 C5+2 05+2 C4+1 C4+1 C5+1 C6+1 C4+1 C4+1 C5+1 C5+1 Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 10 8 10 10 10 10 10 10 10 10 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 l 8+9 8+9 8+9 42" 35" DLO Design Pressure +/-90.0 psf +/-82.5 psi +/-75.0 psi Head/SIII C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 ' Jamb 8 8 8 8 8 8 8 8 8 8 10 8 8 8 10 8 10 10 10 10 10 10 10 10 P-hook 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 48" 41" DLO Deslgn Pressure +/-90 0 psf See Note A below. +/-82.5 psi +/-75.0 psi Head/Sill C4+2 C4+2 C5+2 C5+2 C4+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 Jamb 8 8 7+8 8 7+8 8 7+8 8 7+8 8 8+9 10 8+9 8 8+9 8 , 8+9 8 8+9 10 8+9 8 8+9 8 8+9 8 9+10 10 9+10 8 9+10 10 8+9 10 9+10 10 9+10,9+10 10 10 8+9 10 9+10 10 9+10 10 9+10 P-hook 6+7 FOR EXAMPLE ON USING TABLE, SEE SHEET 7. _ NOTE A: +1-90.0 PSF FOR GLASS TYPES 4, 4A, 6, 6A, 7A, 8 & 8A; +/-87.1 FOR GLASS TYPE 7 NOTES: 1) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4" SILL. 2) WHEN USING THE 2-1/2" SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4" SILL, POSITIVE WATER DP 1S 60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 3A. 3) 4", 3-1/4" AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT ELORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. DLO WIDTH NOM. PANEL WIDTH - 7" DLO HEIGHT = DOOR UNIT HEIGHT -10.125" PANEL HEIGHT = DOOR UNIT HEIGHT -1.866" ETAILS. THE FOLLOWING STILE & ASTRAGAL TYPES SHALL tat Usti. 1 AbLtl3, ACC 1 a GL r ivii...11 V, • • ... Interlock P-hook Lockstile @ Jamb Straight Assembly Lockstile @ Straight Astragal 90° Astragal Assembly Lockstile @ 90° Astragal Astragal Assembly Lockstile @ 135° Astragal Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile ' •.. � Heavy-duty Astragal Outside Corner Outside \ Inside Corner *4 4ki ? Corner j _ ar • • •, • Fri "- Part #61 >� +' « Inside Corner Part #119 (Out.) Part #120 (In.) Part #61 ��.� • Part #61 (Stile) • dart #68 (Astragal) • Outside Corner Part #61 (Stile) Parts #31 & #32 (Corn. & Fxd Mount) Inside Corner Part #61 (Stile) Part #118 (Corner Receiver) Part #61(x2) • ... Par: #f 1 : • • • • ... ... I': Pprt #61 • • • • • . : - - - Sill Height to Max. (+) DP (Water Infiltration Rating) Sill Riser Height (Flat or Box, see Sheet 17) (+) Design Pressure, psf Flush - 1-1/2° see note 3 Low - 2-1/2" + 46.67 Medium - 3-1/4" +80.0 High - 4" + 90.0 SEE NOTES 1-3 O O 0 OH LENGTH 1-0— OH RATIO z 1 OH RATIO — OH LENGTH OH HEIGHT Rood eY SC Roodby Rood By: omm 10/8/2015 al.: Data: Raveko A RerkkaL R„hknw NO CHANGGyS,THjS SHFyET • • • • • • • • • • • • • ••. • • • • • • • • • • • •• •• • • • •• •• .•• • • • ••• • • Drawn sr JR Dab: 10/10/14 Cocked es Dab: 1070 TECHNOLOGY DRIVE N. VENIC!E, FL 34276 (941)460-1600 CERT. OF AM. 929296 DP AND ANCHORAGE SERIES 770 ALUM. SGD - LM IMPACT aer4Ullod"t SOD-770 sore NTS omit 8 of 22 awing Na PGT0130 approved as complying with the Florida lid~g ph5 Dale NOA# �. 1 dtlsml D otto/ \` (��.( LYNN/� /� "sr No. 58705 w - STAT - or 11/l • //i,;3(OI,jA._ ``�� f�l1I111j1� A. LYNN MILLER, P.E. P.E.# 58705 24" MAX. O.C. 60" NOM. PANEL WIDTH 3.5" 1 SEE SPLICE NOTE, THIS SHEET 4.051" /1• 24" MAX. O.C. • / LCENTERLINE OF • INTERLOCK \SEE "C5" CLUSTER DETAILS, SHEET 10 FOR INTERLOCK NO FRAME JAMB REQUIRED © EXTERIOR POCKETS "7+8" P-HOOK ANCHORAGE CONSISTS OF: (7) P-HOOK ANCHORS, (PERPENDICULAR TO GLASS PLANE) SEE TABLE 2, SHEET 7 AND SEE POCKET (8) P-HOOK JAMB MOUNTING INSTALLATION, ADAPTER THIS SHEET ANCHORS MIDWAY & SHEET 14 BETWEEN P-HOOK 1 ANCHORS & AT 3" FROM TOP & BOTTOM ---�'8" MAX. TO OPENING EDGE OF POCKET / 1 END PANEL ANCHORAGE (2 ANCHORS) "+2" ANCHORAGE SEE INSTALLATION DETAILS 'Jc' & 'Kc', SHEET 14 & PART DETAILS 'J' & 'K', SHEET 19 FOR P-HOOK ANCHORS 6" MAX. 11 to 1+" IGI § MAX. O.C. as w4 Q o ti i I 0 I Q. Li L 6" MAX. END PANEL t ANCHORAGE (SEE SKETCH BELOW) 8" MAX., TYP. SEE "C5" CLUSTER MAX. UNIT DETAILS, SHEET 10 FOR INTERLOCK 60" NOM. PANEL WIDTH x x X \-11 lo� x 3" MAX. Io1 1°1 14" MAX. o.C. Io I 1°1 10! 3"MAX. II to� t WIDTH SEE "C5" CLUSTER DETAILS, REQUIRES "C6" SHEET 10 FOR INTERLOCK CLUSTER, SEE DETAILS, SHEET 11 x = FRAME ANCHORS 0 • () ®= P-HOOK O ANCHORS m o = P-HOOK MOUNTING ADAPTER ANCHORS x x x x x x x' x x x x x "+2" "+2" "+2" ANCHORAGE ANCHORAGE ANCHORAGE • LCENTERL!NE OF PANEL 1 EXAMPLE: 5-PANEL, 2 TRACK, 90° OUTSIDE CORNER - pXXIXXO - EXT. MOUNT POCKET ANCHORAGE PLAN: 60" x 96" NOM. PANELS, ANCHOR GROUP 3 IN CONCRETE SUBSTRATE (SEE TABLE 2, SHEET 7) "+2" ANCHORAGE LCENTERLINE OF PANEL 2 ANCHORAGE EXAMPLE NOTES: 1) APPROVED ANCHORS: SEE TABLE A, SHEET 1 2) ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3, SHEETS 6-8: HEAD & SILL: 8" MAX. FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM APPROPRIATE TABLES, SHEETS 6-8 AT EACH INTERLOCK AND STRAIGHT AND CORNER ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE ANCHORS PER PANEL. ADDITIONAL ANCHORS 24" O.C. MAXIMUM. ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE O.C. DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER 24", OTHERWISE ANCHORS ARE NOT '--•~ „ER(NF OF 6" MAX. REQUIRED AS PER THE FIGURE AT RIGHT: EMPANEL. x "+2" ANCHORAGE 2.04" 96" UNIT HEIGHT x 21" MAX. O.C. 6" SEE "C5" CLUSTER DETAILS, SHEET 10 FOR ASTRAGAL MAX. O.C. _4 6" MAX. x—f x 21" MAX. o.c. 6" MAX. EXTERIOR REQUIRES "C6" CLUSTER, SEE DETAILS, SHEET 11 4.05'1% • JAMBS & P-HOOKS: 6" MAX. FROM BOTTOM, 21" MAX. ANCHOR PAIR O.C. (JAMBS), 14" MAX. ANCHOR O.C. (P-HOOK) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6-8. SEE P-HOOK ANCHOR DETAILS ON SHEET 14. "+2" ANCHORAGE SEE "C5" CLUSTER END PANEL CENTERLINE CENTERLINE �OF DETAILS, SHEET 10 ANCHORAGE INTERLOCK FOR ASTRAGAL I ASTRAGAL (2 ANCHORS) • • • • • EXTERIOR Q • ► - e //01///// //// l.1P • •• . •• • • • •• /�1•i(./ / / / • • • • •• • • •. 3.5" x /7// //,;(1\ ////7/;/4/ • i j •'• •._ CENTERLINE •::. • ; ; Of.PA/f1,3; T` ��"� "�" ' I OF PANEL 4 SEE SHEET 11 FOR'OTI$R INTERMEDIATE ANCHORS •• "+2" ANCHORAGE • 5.64" 1 2-TRACK FRAME JAMB ANCHOR PAIR 8" MAX. • CENTERLINE I - OF PANEL 5 4 PAIRS OF ANCHORS (TOTAL 8 ANCHORS) PER JAMB (SEE JAMB DETAIL BELOW) END PANEL ANCHORAGE (SEE "+2" SKETCH BELOW) ANCHORAGE SPLICE NOTE: NON- STRUCTURAL ANCHORS MAY BE ADDED AS NEEDED TO ALIGN THE HEAD OR SILL IF A SPLICE OCCURS AT THE P-HOOK. Rend 8y SC Date: 10/8/2015 Revisions: A NO CHANGES THIS SHEET Roved By: Date: Revisions: • • • • • • • • • • • • • • • • • Rend Sr Dale: ReWalo"a: • •• •• • -• • •• •• • • • • • • • • • • • Orewn By: JR Date: 10/10/14 Checked By Dew 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)480-1600 CERT. OFAUTN. #29296 ANCHORAGE SPACING & EXAMPLE PLANS 7111, SERIES 770 ALUM. SGD - LM IMPACT Seelesmodst SGD-770 Scab: NTS Sheet 9 a22 Awing Na PGT0130 R•r. A Approved u complyivawil6 !6r. Florida BOId Date MOAN Dilaml Dade Product CoI tTOl U' �C\A\ • LYNN..lid % •` tCEA'SF •,,� No. 58705 1 • !_ij �w (") ' STAf E or -,/• •• fcotzic)N • P.E. P.E.# 58705 2-TRACK FRAME HEAD/SILL ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4") ASTRAGAL OR SPLICE LOCATION INTERLOCK IF NEEDED CENTERLINE 3.5" EXTERIOR 0 4.08" 7" 3-TRACK FRAME HEAD/SILL @ ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4") ASTRAGAL OR SPLICE LOCATION INTERLOCK -I -I IF NEEDED CENTERLINE I EXTERIOR ASTRAGAL OR SPLICE LOCATION INTERLOCKH IF NEEDED CENTERLINE r— EXTERIOR 4" DIAG. 0 ASTRAGAL OR I (FOR SPLICE INTERLOCK-P-I CONDITION, USE CENTERLINE "C6" CLUSTER DETAIL) 7" 7" 2.04" 7" 2-TRACK FRAME HEAD/SILL @ ASTRAGAL OR INTERLOCK (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED, "C5") ASTRAGAL OR INTERLOCK CENTERLINE EXTERIOR 0 ASTRAGAL OR (FOR SPLICE INTERLOCK } CONDITION, USE CENTERLINE "C6" CLUSTER DETAIL) EXTERIOR 0 :•• '• • • • • • • • •• E3(TrcRIC3t -•.- 3.5" 4" DIAG. 7" 3-TRACK FRAME HEAD/SILL @ ASTRAGAL OR INTERLOCK (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED, "C5") 4.08" 3.5" SPLICE LOCATION IF NEEDED 1.75" 2.04" 3.5" 7" 2-TRACK FRAME HEAD/SILL @ ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C6") ASTRAGAL OR SPLICE LOCATION INTERLOCK -IF NEEDED CENTERLINE 3.5" 7" EXTERIOR 0 ASTRAGAL OR (FOR SPLICE INTERLOCK-- CONDITION, USE CENTERLINE I "C6" CLUSTER DETAIL) 4-TRACK FRAME HEAD/SILL �7 Ca ASTRAGAL OFq NTERLOCK• • •: • • • (USE WHERE 4 g.U5TER ; ; : • • • ANCHORS ARE REQUIRED, "C4'1 : • • • • 3.5" 2.04" 4.08" 3.5" 3.5" 3-TRACK FRAME HEAD/SILL a ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C6") 4" DIAG. 2.04" r=t 6"DIAG. 2.04" EXT MAX. O.C. 1 6" MAX. F-2-TRACK - FRAME JAMB ANCHOR PAIR • 5.64" 2.04" 21" MAX. O.C. 2.04" ASTRAGAL OR (FOR SPLICE INTERLOCK CONDITION, DO NOT CENTERLINE USE THIS DETAIL) EXTERIOR 4-TRACK FRAME HEAD/SILL 0 . • ASTRAGAL OR INTERLOCK (USE WHERE 5 CLUSTER • r4NCHORS ARE REQUIRED, "C5") 7" 6" DIAG. EXTERIOR 21" MAX. O.C. ,r t a 6" DIAG. EXTERIOR f 5.64" i 6" MAX. F4-TRACK FRAME JAMB ANCHOR PAIR ANCHORS MAY BE INSTALLED NN\___ EITHER IN THE EXT. OR INT. TRACK (INT. SHOWN) T 5.64" 6" MAX. 1 1 3-TRACK FRAME JAMB ANCHOR PAIR FOR SPLICED CONDITIONS ONLY: SPLICE LOCATION IF NEEDED 3.5" 4-TRACK FRAME HEAD/SILL ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C6") WITH & WITHOUT SPLICE CONDITION NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. 2. FOR HEAD OR SILL SPLICE LOCATIONS/ANCHORAGE AT P-HOOK SEE SHEET 9. Ravel By: SC Revd By: Date: 10/8/2015 Deb: ReNelat•: A Revlsbnr NO CHANGN IH{,s sH;ir• • ... • Raved By Dab: Revisions: • • • • . • • • • ••• • . • • • • • • . • • •• •• • • • •• •• ••• • • • •.• • • Drams By: JR Date: 10/10/14 ClteCked By Dare: 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 CERT. OFAUTH. #29296 ANCHORAGE, EXAMPLE CLUSTERS SERIES 770 ALUM. SGD - LM IMPACT SakdAfodek SGD-770 SraM NTS Shark 10 a 22 Draft No. PGT0130 Rae A Approved as complying whit tfr Florida , ei & . Date I. , NOA I h-"tSri17fGqii. M Co t land Dade Product Ilv `� " 1.rNr' r; • ti No. 55705 O, S"tI-TE F ' cC • .PCURIOP. • A. LYNN IM ILLER, P.E. P.E.# 58705 21" / 2.04" INTERIOR 6.12" INTERIOR •�� 3. 1� 2.04" 3.5" EXTERIOR 4" DIAG. INTERIOR ` I' 4" DIAG. 6.12" /11i INTERIOR 111ii 7" EXTERIOR •�_ 4" 90° CORNER 2-TRACK FRAME HEAD/SILL (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4") 4.08" INTERIOR INTERIOR 4.08" 3.5" EXTERIOR 7" 90° CORNER 3-TRACK FRAME HEAD/SILL ("C6" ANCHOR CLUSTER REQUIRED AT ALL 3-TRACK CORNERS) 2.04" 90° CORNER 2-TRACK FRAME HEAD/SILL (USE WHERE 5 OR 6 CLUSTER ANCHORS ARE REQUIRED, "C6") EXTERIOR 7" 4" INTERIOR INTERIOR 4" 6.12" •— 2.04" 9 ° 6.12" " DIAG. EXTERIOR 2.04" r EXTERIOR 4" 3.5" t DIAG. L 7" —1- 3.5" ;•� •4,4 • • 7" •� 90° CORNER 6" 4-TRACK FRAME HEAD/SILL ("C8" ANCHOR CLUSTEFZ37EQUIRE15: AT ALL 4-TRACk•L••�OFNER4) • . • • • • •• • .• • INTERIOR 4.08" EXTERIOR 7" 135° CORNER 3-TRACK FRAME HEAD/SILL ("C6" ANCHOR CLUSTER REQUIRED AT ALL 3-TRACK CORNERS ) iNTERIO 2.04" INTERIOR 2.04" 8.94" 3.5" 3.5" EXTERIOR 4" EXTERIOR 4" DIAG. 135° CORNER 2-TRACK FRAME HEAD/SILL (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4") INTERIOR 7.41" 3.5" INTERIOR 6.12" 4" DIAG. INTERIOR 5.88" 3.5" • EXTERIOR •• • • • •• • . • •• ("C8" ANCHOR CLUSTER REQUIRED • • • • •• AT ALL 4-TRACK CORNERS) • • • • • • 4" 135° CORNER 4-TRACK FRAME HEAD/SILL 4.08" 7" EXTERIOR INTERIOR ON EXTERIOR ALL VIEWS 6.12" 2.04" 7" EXTERIOR 2.04" 4.08" INTERIOR INTERIOR 135° CORNER 2-TRACK FRAME HEAD/SILL (USE WHERE 5 OR 6 CLUSTER ANCHORS ARE REQUIRED, "C6") "+1" ANCHOR "+2" ANCHOR 3.5" CENTERLINE OF PANEL 1_ CENTERLINE OF PANEL "+3" ANCHOR 3.5" CENTERLINE 2.04" I- OF PANEL 4-TRACK FRAME HEAD/SILL INTERMEDIATE ANCHOR LAYOUT (3-TRACK SIMILAR) NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2. DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE IDENTICAL FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. EXTERIOR "+1" ANCHOR 2.04" 2.04" • 3.5" 7" CENTERLINE OF PANEL "+2" ANCHOR 4" DIAG. I CENTERLINE OF PANEL "+3" ANCHOR 4" DIAG. CENTERLINE I OF PANEL 2-TRACK FRAME HEAD/SILL INTERMEDIATE ANCHOR LAYOUT Rend By. SC Raved By Rend By Date: 10/8/2015 Date: Data: Revisions: A Revisions: Reviaions: NO CHANGES THLS SHEE . • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Dram By JR Date: 10/10/14 Checked By Dare: 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941) 480-1600 CERT. OF AUTH. #29296 ANCHORAGE, EXAMPLE CLUSTERS Tale: SERIES 770 ALUM. SGD - LM IMPACT Sedoomodet SOD-770 Seals: NTS Sheet 11 d 22 Thwarol PGT0130 Rvv A Approved as complying wltlr 164 Florida s d Date J , . 201 NORM Iaml I.YNN VDT \GEids&• ,� No. 53705 }• / ;OEzts��` • A. L'/NN MILLER; P.E. P.E.# 58705 INSTALLATION DETAILS EDGE DISTANCE: SEE TABLE A, SHEET 1 2-1/16" 1/4" IMAX. SHIM EXTERIOR a EMBEDMENT: SEE TABLE A, SHEET 1 2X WOOD TYP., SEE ANCHOR NOTE 3, SHEET 1 +ti 7107117 WOOD ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 2-TRACK FRAME HEAD WOOD INSTALLATION WOOD ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 SEE ANCHOR NOTE 5, SHEET 1 (1/4" MAX.) EXTERIOR a T 2-1 /16" * EDGE DISTANCE: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 2-TRACK FRAME SILL WOOD INSTALLATION 2X WOOD TYP., SEE ANCHOR NOTE 3, SHEET 1 Ai t m EMBEDMENT: SEE TABLE A, SHEET 1 2X WOOD TYP., SEE ANCHOR NOTE 3, SHEET 1 WOOD ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 EXTERIOR ultvr, 0, 1/4" MAX. SHIM L— • ••• • ••• •• • •• •• • • EDGE DISTANCE: SEE TABLE A, SHEET 1 • • • EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 2-1/16" * EXTERIOR 1/4" IMAX. SHIM I 2X WOOD WOOD ANCHOR TYP., TYP., SEE ANCHOR SEE ANCHOR NOTES NOTE 3, SHEET 1 & TABLE A, SHEET 1 3-TRACK FRAME HEAD WOOD INSTALLATION L® SEE ANCHOR NOTE 5, SHEET 1 (1/4" MAX.) EXTERIOR 2-1/16" * WOOD ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 3-TRACK FRAME SILL WOOD INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 2-1 /16" * EXTERIOR METAL TYP., SMS ANCHOR TYP., SEE ANCHOR SEE ANCHOR NOTES NOTE 4, SHEET 1 & TABLE A, SHEET 1 4-TRACK FRAME HEAD METAL INSTALLATION 2X WOOD TYP., SEE ANCHOR NOTE 3, SHEET 1 SEE ANCHOR NOTE 5, SHEET 1 (1/4" MAX.) EXTERIOR <=12-1/16" * II t EMBEDMENT: SEE TABLE A, SHEET 1 I 2X WOOD TYP., SEE ANCHOR NOTE 3, SHEET 1 WOOD ANCHOR TYP., • beE ANCHOR NOTES • • • 2-TRA€rC FALNMEibeiVIBi. WOOD•INSTALLATION • • • & TABLE A, SHEET 1 •• • • • •• EXTERIOR ••• • • •• • • • • • • • • • • • • 1/4" MAX. SHIM --� AU3-TRACK FRAME JAMB WOOD INSTALLATION EDGE DISTANCE: SEE TABLE A, SHEET 1 2-1/16" * t SMS ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE 1/4" MAX. SHIM METAL TYP., SEE ANCHOR NOTE 4, SHEET 1 MIN. THE /At4-TRACK FRAME SILL IMWII METAL INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 METAL TYP., SEE ANCHOR NOTE 4, SHEET 1 SMS ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 EXTERIOR 1/4" MAX. SHIM I--*- 4-TRACK FRAME JAMB METAL INSTALLATION Lai 117 EDGE DISTANCE: SEE TABLE A, SHEET 1 t 2-1 /16" * t MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. 2. METAL OR WOOD SUBSTRATES MAY BE USED FOR ALL FRAME TYPES PER TABLE A, SHEET 1. * DIAGONAL O.C. IS MIN 4" (HEAD & SILL) OR 6" (JAMB) SEE DETAILS, SHEETS 10 & 11. OF 3 THREADS BEYOND METAL SUBSTRATE EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 approved as complying will Mil Florida id' g C Gateti 1 I amI adeProduc nlroi 1! Revsd By SC Rev dBy. Rived By. nide: 10/812015 Oats: Revisions: A Revisions: Revisions: NO CHANGES THIS SHEET • • • • • • • • • ••• • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Drawn Br JR 10/10/14 Cheated By. Oats: 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1500 CERT. OFAUTH. #29298 oeettlp•aY ANCHORAGE DETAILS Tft SERIES 770 ALUM. SGD - LM IMPACT SerlerAbdet SOD-770 Sale: NTS shoot 12 of 22 Drr*ing No. PGT0130 Rsr. A \\\\HO\\( LYN'V ,11/i •• ,10EIJ6c• ;� • ='3 • No. 58705 ••..1•.ORtU .•' •:,> A. LYNI4 MILLER, P.E. P.E.# 58705 INSTALLATION DETAILS EDGE DISTANCE: SEE TABLE A, SHEET 1 CONCRETE 2-1/16" * PER TABLE A, SHEET 1 CONCRETE PER TABLE A, SHEET 1 EXTERIOR EMBEDMENT: SEE TABLE A, SHEET 1 PROPERLY SECURED 1X 711171417 1. 11/4" MAX. SHIM EXTERIOR EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 CONCRETE ANCHOR TYP., PROPERLY SECURED 1X WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE SEE ANCHOR NOTES & ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 2-TRACK FRAME HEAD irk 3-TRACK FRAME HEAD CONCRETE INSTALLATION CONCRETE INSTALLATION CONCRETE PER TABLE A, SHEET 1 EXTERIOR CONCRETE ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 SEE ANCHOR NOTE 5, SHEET 1 (1/4" MAX.) —1 EXTERIOR a 2-1/16" * EDGE DISTANCE: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 PROPERLY SECURED 1X CONCRETE ANCHOR TYP., WOOD BUCK TYP., SEE SEE ANCHOR NOTES & ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 T SEE ANCHOR NOTE 5, SHEETI (1/4" MAX ) CONCRETE PER TABLE A, SHEET 1 leAlArm2-TRACK FRAME SILL CONCRETE INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 PROPERLY SECURED 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHEET 1 CONC./CMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 EXTERIOR .U1/4" MAX. SHIM m EDGE DISTANCE: SEE TABLE A, SHEET 1 PROPERLY SECURED 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHEET 1 CONC./CMU ANCHOR • TYP., SEE ANCHOR ��pCg NOTES & TABLE A, 'OP WNIU:: • • EXTERIOR SHEET 1 PER TABLE • ••• A, SHEET 1 •• • 1/4" MAX. SHIM -- -� EDGE DISTANCE: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 3-TRACK FRAME SILL CONCRETE INSTALLATION 1/4" MAX. SHIM CONCRETE ANCHOR TYP., PROPERLY SECURED 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHEET 1 SEE ANCHOR NOTE 5, SHEET 1 (1/4"MAX) EMBEDMENT: SEE TABLE A, SHEET 1 � E iiit;' Kalil. • • • 2-TRAk FI AME;4AB: • • • CONORITEZMUINSTALLATION • • • EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 2-1/16" * 1/4" 1 MAX. SHIM i NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. * DIAGONAL O.C. IS MIN 4" (HEAD & SILL) OR 6" (JAMB) SEE DETAILS, SHEETS 0&11. PROPERLY SECURED 1X CONCRETE ANCHOR TYP., WOOD BUCK TYP., SEE SEE ANCHOR NOTES & ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 4-TRACK FRAME HEAD CONCRETE INSTALLATION m CONCRETE ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 2-1/16" * CONCRETE PER TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 2-1/16" * CONCRETE OR CMU PER TABLE A, SHEET 1 3-TRACK FRAME JAMB CONCRETE/CMU INSTALLATION EDGE DISTANCE: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 4-TRACK FRAME SILL CONCRETE INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 PROPERLY SECURED 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHEET 1 117 PROPERLY SECURED 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHEET 1 CONC./CMU ANCHOR TYP., SEE ANCHOR _ NOTES & TABLE A, SHEET 1 r) c • EDGE DISTANCE: SEE TABLE A, SHEET 1 • • EXTERIOR J • T 2-1/16" *. 1 CONCRETE OR CMU PER TABLE A, SHEET 1 1/4" MAX. SHIM4—.- 4-TRACK FRAME JAMB CONCRETEICMU INSTALLATION 0 CONCRETE PER TABLE A, SHEET 1 Approved as complying whit th► Florida Id' g • 11 1 Dale • NOA# frZI/MISIlll►► laml ade Product`h01 liv Rand By. SC Raved By. Revsd 8y: Date.' 10/812015 Defe: Del& Revisions: A Revisions: Revisions: NO CHANGES THIS SHEET •-•• • • • • • • • • • • - • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • • Drawn By. JR Date: 10/10/14 Modred fir Veto: 1070 TECHNOLOGY DRIVE N. VENICE FL 34275 (841)-480-1600 CERT. OF AVM. #29296 ANCHORAGE DETAILS SERIES 770 ALUM. SGD - LM IMPACT SwiselModat SGD-770 NTS Sheet 3 a 22 Dmerer PGT0130 Rae A .` �1GEI.e.,7.\NI.SC ter' " No. f.i8705 : /rf',....: :: sTK; E. Or A• c'I. ll''L• lii'(N;NN. Wl1m & P.E. P.E.# 58705 INSTALLATION DETAILS EMBEDMENT: SEE WOOD FRAMING TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, — SHEET 1 PHOOK WOOD ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 (ALSO SEE TYP. 2.693" MIN. ILLUSTRATION, SHEET 9) EDGE DISTANCE P-HOOK FOR USE WITH FLAT SILL RISERS PARTS #18, #20, #22 OR #24, WOOD INSTALLATION (SEE TABLES 1A, 2A & 3A FOR WATER RATINGS) FRAME JAMB REQUIRED AT ALL INSIDE POCKETS TO PREVENT P-HOOK MOUNTING ADAPTER WATER WOOD ANCHOR TYP., INFILTRATION SEE ANCHOR NOTES & TABLE A, SHEET 1 (ALSO SEE TYP. ILLUSTRATION, SHEET 9) GE DISTANCE: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, — SHEET 1 EXTERIOR METAL TYP., SEE ANCHOR NOTE 4, SHEET 1; MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE EMBEDMENT: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 P-HOOK SMS ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 (ALSO SEE TYP. ILLUSTRATION, SHEET 9) Ara • P-HOOK CONCRETE OR CMU PER TABLE A, SHEET 1 EXTERIOR MOUNT SHOWN, MAY ALSO BE INSTALLED IN INTERIOR CONDITION P-HOOK MOUNTING ADAPTER SMS ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 (ALSO SEE TYP. ILLUSTRATION, SHEET 9) EDGE DISTANCE: SEE TABLE A, SHEET 1 EXTERIOR J 2.693" MIN. EDGE DISTANCE •• ••• • • • • • •• P-HOOK Ft I2 1,3SE WITH BOX SILL RISERS PARTSet1044214i2EdR 425, METAL INSTALLATION (SEE TABLES 1A, 2A & 3A •%OR•I VATER•RAXINGS'�: �• � •• • • • • • • • • • • •• • • . •• • • • • •• • • • • • EXTERIOR MOUNT ONLY CONCRETE OR CMU PER TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET EMBEDMENT: SEE TABLE A, SHEET 1 0 2.693" MIN. EDGE DISTANCE CONC./CMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 1-1/4" MIN. EDGE DISTANCE EXTERIOR P-HOOK MOUNTING ADAPTER CONC./CMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 (ALSO SEE TYP. ILLUSTRATION, SHEET 9) P-HOOK FOR USE WITH FLAT SILL RISERS PARTS #18, #20, #22 OR #24, CONCRETE/CMU INSTALLATION (SEE TABLES 1A, 2A & 3A FOR WATER RATINGS) EMBEDMENT: SEE TABLE A, SHEET 1 P-HOOK CONC./CMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 (ALSO SEE TYP. ILLUSTRATION, SHEET 9) var INTERIOR MOUNT SHOWN, MAY ALSO BE INSTALLED IN EXTERIOR CONDITION P-HOOK MOUNTING ADAPTER CONC./CMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 (ALSO SEE TYP. ILLUSTRATION, SHEET 9) 1-1/4" MIN. EDGE DISTANCE EXTERIOR 0 2.693" MIN. EDGE DISTANCE P-HOOK FOR USE WITH BOX SILL RISERS PARTS #19, #21, #23 OR #25, CONCRETE INSTALLATION EXTERIOR (SEE TABLES 1A, 2A & 3A MOUNT FOR WATER RATINGS) ONLY NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. 2. FIGURES ON THIS SHEET ARE FOR ILLUSTRATIVE PURPOSES ONLY. SEE TABLE A, SHEET 1 FOR ALL APPROVED SUBSTRATES. 3. SEE TABES 1-3, SHEETS 6-8 FOR REQUIRED P-HOOK AND P-HOOK MOUNTING ADAPTER ANCHOR QUANTITIES. ALSO SEE EXAMPLE ON SHEET 9. Rend Br SC Red By Rend BY Dore: 10/8/2015 Dele: Dele: Revisions: A Revisions: Revldbn t NO CHANGES THIS SHEET •.• • • • • ••• • • • • • • • • • • • •• • •• •_ • ••. • - •• ••. • ••••••• •• ••••o ••• • • • (h•• • • Drown ar JR Os10/10/14 Checked By. Dele: 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-80-1800 CERT. OPAUTH. #29296 ANCHORAGE DETAILS SERIES 770 ALUM. SGD - LM IMPACT SsrNaTlodot SGD-770 So*: NTS Sheet 14 w 22 Dnowiv No. PGT0130 IRer. A 4pproved es complying with tltl► Florida ' aid g Oats D/ NOAR E%17IJk5i- MUml bade Product llv nt 11111 \ •. ` \,\CEN�4�- • c.1) / - • No. 53705 A• lii �.Q• sT„TE o • `� `. c �� \ t\om \ A. LYNN MILLER. P.E. P.E.# 58705 CONFIG. EXAMPLES HEADER DETAIL 'A', SHEET 18; INSTALLATION DETAILS 'Aw' &'Ac',� SHEETS 12 & 13i SILL DETAIL'D', SHEET 18; INSTALLATION DETAILS 'Dw' & 'De', SHEETS 12 & 13 PANEL TYPE 'A' MAX. PANEL HEIGHT ir NOTE 2 MAX. UNIT WIDTH MAX. DLO WIDTH PANEL TYPE 'OS' NOM. PANEL WIDTH TYP. PER TABLES 1-3 90° PANEL TYPE 'AS' PANEL TYPE 'K' a X NOM. PANEL WIDTH TYP. PER TABLES 1-3 MAX. DLO HEIGHT MAX. UNIT HEIGHT PER TABLES 1-3 EXAMPLE: 90° INSIDE CORNER, 4 PANELS - XX/XX #10 X 1-1/2" PH SMS PANEL CORNER DETAIL •• • • • • • • • . •• FRAME CORNER DETAIL SILICONE BY OTHERS • • • • • • NOTES: • • 1) SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. SEE DP/ANCHOR TABLES, SHEETS 6-8 FOR MAX. PANEL HEIGHT AND WIDTH. SEE SHEETS 18 & 19 FOR SECTION DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS. 2) (1) LOCK (ITEMS 75 Y&'1W1110) A,rEACH LOCMIILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB OR ASTRAGAL. 3) PLEASE SEE APPLIdAilLgAS•TF!Ar`AL:& IWTI RLOCK COMBINATIONS PER DP/ANCHOR TABLES. • .• • • .• • .. . •• • #8X1" PH SMS INTERIOR EXTERIOR 90° CORNER DETAIL 'N2', SHEET 19 & CORNER ANCHORAGE SHEET 11 INTERLOCK DETAIL `M', SHEET 19 EXTERIOR JAMB DETAIL 'G3', SHEET 18; INSTALLATION DETAILS 'Gw' & 'Gc', SHEETS 12 & 13 MAX. UNIT WIDTH INTERIOR DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = DOOR UNIT HEIGHT -10.125" PANEL HEIGHT = DOOR UNIT HEIGHT -1.866" Rend By SC Rend By Rend Br Dale: 10/8/2015 Data Dale: Robb= A Revisions: Revisions: NG CHANGES THIS SHEET. • • • • • • . . • • • • .•• • • • • . • • • • • •.• - - • • • • • • •• yr • • • • • • • • • • • Drawl BY: JR Chocked Br Dale: 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480.1600 CERT. OFAUTH. #29296 ANCHORAGE DETAILS / EXAMPLE ELEVATION SERIES 770 ALUM. SGD - LM IMPACT SertwMedet SGD-770 Srais NTS Shut 15 of 22 Drawing No. PGT0130 Rev A ,c No.5Vd05 A. LYW? fw11LL�F�, P.E. P.E.# 58705 10/10/14 CONFIG. EXAMPLES IXED JAMB DETAIL 'G2', SHEET 18; INSTALLATION DETAILS 'Gw' & 'Gc', S INTERLOCK DETAIL 'M', SHEET 19 OPERABLE JAMB DETAIL 'G3', SHEET 18; ' r INSTALLATION DETAILS'Gw' &'Gc', SHEETS 12 & 13 ASTRAGAL HEADER DETAIL 'A', SHEET HEADER DETAIL 'A', SHEET 18;� DETAILS 11' & 18; INSTALLATION DETAILS INSTALLATION DETAILS 'Aw'& 'Ac', L2, SHEET 19 'Aw' &'Ac', SHEETS 12 & 13/ 7SHEETS 12 & 13 .....--- l ) l I I 1i MA UN HEI( PE TABI 1- PANEL TYPE 'A' / / SEE NOTE 2, PANEL TYPE 'D' / —/ MAX. DLO HEIGHT PANEL TYPE 'R' / / --0- 0 PANEL TYPE 'L' NOM. PANEL WIDTH TYP. PER TABLES 1-3 I �, X -it SHEET 15 X 0 -1 1 - MAX. UNIT WIDTH L SEE FRAME & s PANEL CORNER CONSTRUCTION DETAILS SHEET 15 EXAMPLE: OXXX (2-TRACK) ASTRAGAL DETAILS 11' & L2, SHEET 19 JAMB DETAIL 'H2', SHEET P-HOOK DETAIL'J' & 'K', SHEET 18; INSTALLATION DETAILS 19; INSTALLATION DETAILS 'Jw', 'Hw' & 'Hc', SHEETS 12 & 13 'Jc', 'Kw' & 'Kc', SHEET 14 MAX. PHEI TAE 1 r IT HT LES 3 SILL DETAIL 'D', SHEET 18; INSTALL DETAILS 'Dw' &'Dc', SHEETS 12 & 13 SILL DETA L 'D', SHEET 18; INSTALLATION DETAILS 'Dw' & 'Dc', SHEETS 12 & 13 PANEL TYPE 'A' MAX. DLO HEIGHT PANEL TYPE 'CS' NOM. PANEL WIDTH TYP. PER TABLES 1-3 90° FOR ALL DETAILS ON THIS SHEET, SEE NOTES ON SHEET 15 PANEL TYPE 'QS' MAX. UNIT WIDTH MAX. DLO TYP. PANEL TYPE 'K' SEE 11 NOTE 2, SHEET 15 EXTERIOR MAX. UNIT HEIGHT PER TABLES 1-3 EXAMPLE: 90° OUTSIDE CORNER - XX/XX (2-TRACK) JAMB DETAIL '11', SHEET 18; INTERLOCK DETAIL 'M', SHEET 19 INSTALLATION DETAILS 'Iw' & ,'1 INTERLOCK DETAIL 'M', SHEET 19 'Ic', SHEETS 12 & 13-\ HEADER DETAIL (`� 1tiP { 1 'B', SHEET 18; INSTALLATION JAMB DETAIL '12', SHEET 18; INSTALLATION DETAILS 'Bw' & 'Bc', DETAILS 'Iw' & 'Ic', SHEETS 12 & 13 SHEETS 12 & 13 ■ MNA. UINI I VV Iu I n UNIT GHT ER/ ILES -3 1 I I l MAX. DLO HEIGHT 'PANEL TYPE 'R` / • • 0 •• PANEL TYPE 'L' / - PANEL TYPE 'M' NOM. PANEL WIDTH TYP. PANEL TYPE 'F' / / X NOTE 2,SEE , • J-ISEI. 151 • • : •�• • 1 • • • 4 ••• X•• • • (� +1J PER TABLES 1-3 • • • • •� • . • • •X )--..11 E**MPLE. 4XXXp .. • (3-TRACK: RIGHiTEIDOCKET•)* —, SILL DETAIL'E', SHEET 18; INSTALLATION DETAILS 'Ew' & 'Ec', SHEETS 12 & 13 MAX. UNIT WIDTH l l 1I l PANEL TYPE 'p' % 0 MA UN EK H PE TAB 1- PANEL TYPE 'F' NOM. WIDTH TYP. PER TABLES 1-3 PANEL TYPE 'M' / n SEE U-.-NOTE 2, SHEET 15 X MAX. DLO HEIGHT PANEL TYPE 'F' / --F- X l 1 I I r EXAMPLE: XXXO (4-TRACK, BY-PASS) JAMB DETAIL 'G3', SHEET 18; INSTALLATION DETAILS 'Gw' & 'Gc', SHEETS 12 & 13 INTERIOR INTERLOCK DETAIL 'M', SHEET 19 90° OUTSIDE CORNER DETAIL'N1', SHEET 19 & CORNER ANCHORAGE SHEET 11 INTERIOR EXTERIOR MAX. UNIT WIDTH w it NOM. PANEL WIDTH TYP. PER TABLES 1-3 HEADER DETAIL 'C', SHEET 18, INSTALLATION DETAILS 'Cw' & 'Cc', SHEETS 12 & 13 IT HT '.R LES 3 SILL DETAIL 'F', SHEET 18; INSTALLATION DETAILS & 'Fc', SHEETS 12 & 13 wpproved as complying with tlfi Florida ultagge6nis Date NOA# I % /Alf M nil ode Product Control Revnd By. sc We: 10/8/2015 Revisions: A NaGMANGES THIS SHEET* • Freeway: Rend 8y: Dena: Dole: Revisions: Revision*: • • • • • • • • • • • • • • • • • • • • • • -- • • • • • • • -- —• • • • • • • • Drawn By: JR Derv: 10/10 14 Checked By. Date: 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 CERT. OFAUTH. #29296 EXAMPLE ELEVATIONS SERIES 770 ALUM. SGD - LM IMPACT S44se0Fioc t SGD-770 NTS &bet 16 of 22 OnnrIna No. PGT0130 Rev. A .1 NN \cEI4s/;' '•fl • Ho.58(05 ^'v Siki E tiF <J. ie A. LYNNIMILLat' P.E. P.E.# 58705 PANEL TYPES SINGLE INTERLOCK OUT SINGLE INTERLOCK IN FIXED LOCKSTILE STILE W/ HANDLE ASTRAGAL BOX OUT PANEL'S LEFT STILE TYPE Rend B) sc Ravad Br SINGLE INTERLOCK OUT SINGLE INTERLOCK IN FIXED STILE LOCKSTILE W/ HANDLE ASTRAGAL BOX OUT W/ HANDLE ASTRAGAL BOX IN W/ HANDLE B F E PP K P A ASTRAGAL 5 jr. BOX OUT ASTRAGAL BOX 1N INT CORNER 90 LOCKSTILE W/ HANDLE #120 RR D LR (BOX OM RT R M N (BOX BWf) CI T U (BOX OUT) (BOX OUT) T (BOX IN) U (BOX IN) EXT CORNER 90 LOCKSTILE W/ HANDLE #119 QT QS EXT CORNER 90 RECEIVER W/ HANDLE #61 #1 18 INT CORNER 90 RECEIVER W/ HANDLE EXT CORNER 90 RECEIVER #61 #118 EXT CORNER 135 RECEIVER W/ HANDLE #61 INT CORNER 135 RECEIVER W/ HANDLE #61 Deis: 10/8/2015 Date: Revislon: A Revls bnr. • • CT CS AT VT . WT. • • •• • •• ••• AS VS W.S • • • •• • • • •• DF CF VF WF • ••• • ••• ••• • • • • •• • • • •• • • • •• •• •• •• •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • NoignAl (PES •41•1I StuEggt • • • • • • • • • • • • • • ••• • • • • • • • Rend By Daly Revisions: .. . • • •• •• .•- •• • • ••• • • &wen By. JR Date: 10/10/14 Checked By. S (BOX OUT) J (BOX OUT) PANEL'S RIGHT STILE TYPE ASTRAGAL BOX IN ASTRAGAL BOX OUT WI HANDLE -41i ASTRAGAL BOX IN W/HANDLE i:jk l INT CORNER 90 LOCKSTILE WI HANDLE EXT CORNER 90 LOCKSTILE W/HANDLE EXT CORNER 90 RECEIVER W/HANDLE INT CORNER 90 RECEIVER W/HANDLE #118 EXT CORNER 90 RECEIVER #118 / J EXT CORNER 135 RECEIVER W/ HANDLE #31 1 _ilI♦t1�, #61 f INT CORNER 135 RECEIVER W/ HANDLE #31 1 #81 #118 #61 #61_FA � L ■ e #61 f LR j I #120 #119 TQ TA TV TW L (80X OUT) TR TC C (BOX OUT C (BOX IN) IC SQ SC SA SV SW S (BOX IN) FD FC FV FW J (SOX IN) LEFT PANEL a STILE INTERIOR ,—I,EXTERIOR RIGHT PANEL STILE PANEL "E" SHOWN. SEE TABLE FOR OTHER PANEL TYPES AND APPLICABLE STILE/ASTRAGAL REQUIREMENTS. SILL RISERS OPTIONS r.__ .232" EXTERIOR 1.567" .062" EXTERIOR .232" .062" 2.555" SILL RISER, FLAT * 20 SILL RISER, FLAT FLUSH, 1-1/2" LOW, 2-1/2" EXTERIOR .906" .062" 1.567" EXTERIOR1 Y - i r .232" EXTERIOR .750" .062" 3.305" 1 SILL RISER, FLAT 22 MEDIUM, 3-1/4" .062" 2.555" PANEL NOTES: 1. SEE DP TABLES 1-3, SHEETS 6-8 FOR PANEL SIZES & DESIGN PRESSURE. 2. PANEL TYPES NOT SHOWN OR CROSSED OFF ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE NOT AVAILABLE. 3.90° ASTRAGALS TO USE HEAVY-DUTY STILES (#61), CORNER RECEIVER (#118) AND EITHER EXTERIOR (#119) OR INTERIOR (#120) CORNER ASTRAGALS. 4. 135° ASTRAGALS TO USE HEAVY-DUTY STILES (#61) AND CORNER ADDON (#31). ha- .232" SILL RISER, FLAT 4 HIGH 4" SILL RISER, BOXI* 21 SILL RISER, BOX SILL RISER, BOX SILL RISER, BOX FLUSH, 1-1/2" LOW, 2-1/2" 23 MEDIUM, 3-1/4" 25 HIGH, 4" * NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS, SEE SHEETS 6-8 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)480-1600 CERT. OFAUTH. 929296 PANEL TYPES Approved as complying wilk thr Fkride Hui / tag O Date .e . i NOA# s„fllOMM- to rot ode Produc trot tt mkt SERIES 770 ALUM. SGD - LM IMPACT smimmode sulk most SGD-770 NTS 17 •r 22 opera No- PGT0130 Rw. A /, ` l t YNA! 4\,��;N,•...... • /'�/<< . •• \GEN8A.:' F,� Nu. 581705 1f A Ufa 2—a1( f lti_: 0 • :;TA E OF • • mac, A. LYNN!M1LL1 �, P.E. P,E.# 58705 ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 60 OR 61 #10 X 3/4" SMS, X 3 6" LONG MIDSPAN EXTERIOR a SHOWN WITH 2-TRACK W/SCREEN OPT. SCREEN AU FRAME HEAD TRACK FULL LENGTH OF JAMB 2-TRACK JAMB 6" LONG CLIP #105 W/ RETAINER #106 MIDSPAN (SHOWN WITH FIXED PANEL TO THE INTERIOR) EXTERIOR FULL LENGTH OF JAMB 2-TRACK JAMB CLIP #80 OR #105 W/ RETAINER #123 (SHOWN WITH FIXED PANEL TO THE EXTERIOR) EXTERIOR 0 ®® CI CO0 I EXTERIOR I�i'16 �2-TRACK W/SCREEN FRgM4 SILL ... • • • • • • • . • * ITEM 61 SHOWN, ITEM'60 LSO 4PpLIWLP.,• §Ef IABLES 1-3, SHEETS 6-8 FOR dP (P5F) ASSOCII TED WITH STILE. EXTERIOR EXTERIOR 2-TRACK JAMB (SHOWN WITH OPERABLE PANEL) LOCK PART 75 & 107-110 2-TRACK JAMB W/ SCREEN 3-TRACK IMUFRAME HEAD E 3-TRACK IMUFF FRAME SILL LOCK PART 75 & 107-110 60 OR 61 Ammo 111 © I. 0 QEXTERIOR 3-TRACK JAMB (SHOWN WITH OPERABLE PANEL) 0 CO 0 60 OR 61 FULL PANEL JAMB LENGTH SEE DETAIL G1 FOR FIXED PANEL CLIP SEE DETAIL G2 FOR FIXED PANEL CLIP 1.31111117 60 OR 61 0,EXTERI OR 3-TRACK JAMB (SHOWN WITH FIXED PANEL TO THE EXTERIOR) © r� 0 ..EXTERIOR 4-TRACK JAMB at,(SHOWN WITH 0 FIXED PANEL TO THE INTERIOR) EXTERIOR EXTERIOR L! 4-TRACK INI1UFRAME HEAD 711 4-TRACK FRAME SILL MAX. UNIT HEIGHT PER TABLES 1-3 NIEF LOCK PART 75 & 107-110 60 OR 61 EXTERIOR 4-TRACK JAMB (SHOWN WITH OPERABLE PANEL) Revd SC Rend By: DeOe: 10/8/2015 Date: RevLbrn: A Revlaons: NCZCMANGES IWO S IEJJ. • • 1. • — - - - • • • • • • • • • • • • Revel By: Date: Revhlotw: • • • • • • • • • • •-• • • • • • • • • • • • Dream Sy: JR 10/10/14 Checked Sy. Date: l 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941) 480-1600 CERT. OF AUTH. #29296 VERTICAL SECTION DETAILS SERIES 770 ALUM. SGD - LM IMPACT SerleaModel: SOD-770 NTS Sheet 18 d 22 Onnving No. PGT0130 Fire A Approved as complying will till FloNda ' nld Date NOAN 611atnl Dade Product Control fly AP 1'c�i. `'.1\ti11ii kYNN \•.\\ ••r;F^IS;_ • 4M '. 'C- ;r No. 58705 • -- -_ ,} a C;._:1MS t ;� = or - A. LYaAiILLLIY, P.E. P.E.# 58705 ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 60 0R 61 EXTERIOR P-HOOK FOR FLAT SILLS (EXT. OR INT. MOUNT) STANDARD ASTRAGAL #67 WITH STANDARD STILES #60 EXTERIOR BOX ASTRAGAL SHOWN (BOX -OUT) MAY ALSO BE INSTALLED TOWARDS INTERIOR (BOX -IN ) INTERIOR 135° 4. - QS A PI :X;ERIpR EXTERIOR P-HOOK FOR BOX SILLS EXT. MOUNT ONLY EXTERIOR ogAllik HEAVY-DUTY ASTRAGAL #68 WITH HEAVY-DUTY STILES #61 EXTERIOR BOX ASTRAGAL SHOWN (BOX -OUT) MAY ALSO BE INSTALLED TOWARDS INTERIOR (BOX -IN ) • • • • • •• • •• 135°•OU•ISIDE CC:RWR 2-T CK:SHO\ • • •• • • at, VIEF 11,3 INTERIOR 90° r EXTERIOR 90° OUTSIDE CORNER 2-TRACK SHOWN INTERIOR EXTERIOR 135° INSIDE CORNER 2-TRACK SHOWN INTERIOR Ulik'+ i ,• • Aeil I 90° EXTERIOR LOCK PART 75 & 107-110 INTERIOR 90° INSIDE CORNER 2-TRACK SHOWN LOCK PART 75 & 107-110 4 INTERIOR 60 OR 61 EXTERIOR 60OR61 M INTERLOCK ` ITEM #61 (HEAVY-DUTY STILE) SHOWN, ITEM #60 (STANDARD STILE) ALSO APPLICABLE, SEE TABLES 1-3, SHEETS 6-8 FOR DP (PSF) ASSOCIATED WITH STILES. Approved as complying wills thr Florida iluid' Date Q . NORM Miami Bede Product +trot g 1 Revd By sc D•lo: 10/8/2015 Revisions: A NO.GNANGES This SHEET• . Revd 8y: Revd 8y Dele: Dale: RerlllOn3: Revisions: • ▪ . . • • • • • • • • • • • • • • • • • • .-. •_ •• • • • • • • • • • • • Drawn By. JR vox 10/10/14 Checked ay Dale: 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480.1800 CERT. OF ATM. #29298 HORIZONTAL SECTION DETAILS, CORNERS SERIES 770 ALUM. SGD - LM IMPACT Srbs/Afodst SOD-770 Sub: NTS She•t 19 22 Dene g Na PGT0130 Ran A 'OCENS�• `� - • a r 58705 STAiEOS lid` ;1.15�(�r,l,�i �;\\ A /LYNN MILL•Ett, P.E. P.E.# 58705 Item PG PGT# Description 1 17306 617306 2-7RACK HEAD • _ 2 17303 617303 2-TRACK HEAD WITH SCREEN RAL 3 17309 817309 3-TRACK HEAD 4 17312 617312 4-TRACK HEAD 5 17314 617314 FRAME SCREW COVER 6 17317 617317 FRAME HEAD/JAMB ADD -ON 7 17304 617304 2-TRACK SILL 8 17301 617301 2-TRACK SILL WITH SCREEN RAIL 9 17307 617307 '3-TRACK SILL 10 17310 617310 4-TRACK SILL 11 17313 617313 FRAME SILL TRACK INSERT 12 17315 617315 FRAME SILL SCREEN ADD -ON (SEE NOTE 3) 13 17316 617316 FRAME SILL SCREEN END ADD -ON (SEE NOTE 3) 14 17305 617305 2-TRACK JAMB 15 17302 617302 2-TRACK JAMB WffH SCREEN RAIL 16 17308 617308 3-TRACK JAMB 17 17311 817311 4-TRACK JAMB 18 17322 617322 SILL RISER - FLAT, FLUSH, 1-1/2" 19 '17319 617319 SILL RISER - BOX, FLUSH, 1-1/2" 20 17321 617321 SILL RISER - FLAT, LOW, 2-1/2" 21 17318 617318 SILL RISER - BOX, LOW, 2-1/2" 22 17355 617355 SILL RISER - FLAT, MEDIUM, 3-1/4" 23 17354 617354 SILL RISER - BOX, MEDIUM, 3-1/4" 24 17323 617323 SILL RISER -FLAT, HIGH, 4" 25 17320 617320 SILL RISER - BOX, HIGH, 4" 26 17333 617333 POCKET P-HOOK 27 7070 67070 NEOPRENE BULB WSTP FOR P-HOOK 28 17334 617334 POCKET P-HOOK MOUNT 29 17335 617335 P-HOOK COVER 30 17348 617348 POCKET P-HOOK FOR BOX RISER 31 17378 617378 135 CORNER 32 17378 617378 135 FIXED MOUNT ITEMS 40-53 ARE SCREEN PARTS: 40 4319 612258 SCREEN SIDE RAIL - LOCKSTILE 41 7LOCKWGSK SCREEN LOCKSET 42 41818 SCREEN KEEPER SPACER SET 43 8152 68152 SCREEN INTERLOCK ADAPTER 44 4428 64428 SCREEN DOUBLE NTERLOCK 45 4317 612256 SCREEN TOP RAIL 46 4318 612257 SCREEN BOTTOM RAIL 47 668 7SRAZ STANDARD ROLLER 48 688 7SRAX STANDARD ROLLER - ST. STL_ 49 4344 64344 SCREEN ASTRAGAL 50 17349 617349 OXO SCREEN ASTRAGAL ADAPTER 51 1692 61692 _ SCREEN SPLINE - .165' 52 1694 6169/ ' SpRE�E. SPLiINq-'kr' 53 61816C2b• S§RgEl (4.05H: • / • • 54 1725 •' a ill" X$'X 1/16" SET. BLOCK, NEOPRENE 85 +/-5 55 1728 1" X4" X 1118" SET. BLOCK, NEOPRENE 85 +/-5 , NOTES: • ••• • •.• •.. • • • • .• • • . • 1) ALL ALUMINUM • AQ63• ;1:6 • • • • • • ; •• • 2) ITEMS # 33-39, 5739, 66, 78, 84-997121 '& 122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. Item PGT PGT# Description 56 OUANEXITRUSEAL DURASEAL SPACER (COMPOSITE SEALANT/DESSICANT) or CARDINAL XL EDGE SPACER 60 17325 617325 PANEL STILE 61 17326 617326 PANEL STILE (HEAVY DUTY) 62 17327 617327 INTERLOCK ADAPTOR 83 1225 6TP248 VINYL BULB WSTP. -THIN (INSIDE INTERLOCK) 64 1729 71729 SILL END WEATHERSTRIP PAD 65 17328 617328 INTERLOCK SCREW COVER 67 17329 617329 ASTRAGAL 68 17339 617339 HEAVY DUTY ASTRAGAL 69 17324 617324 TOP & BOTTOM RAIL 70 17350 417350 WEATHERSTRIP EXTENSION (INJECTION MOLDED) 71 1895 71695 1-1/2" X I" X 3/4" HIGH FIN SEAL DUST PLUGS 72 8153 78153X TANDEM ST. STL. ROLLER ASSY. 73 8153 78153N TANDEM NYLON ROLLER ASSY. 74 SLICONE DOW-899, DOW-995 OR GE-7700 75 8185 78185X GEMINI MORTICE 3-PLY DUAL LOCK W/LONG TRIM PLATE 78 71032X1FPFX #10-32 X 1' FL. SS SCREW W/ TYPE "F" TIP 77 7103239 10-32 STEEL ZINC U-NUT 79 17357 617357 1"IG BEAD 80 17359 617359 7/16" BEAD / FIXED PANEL CLP 81 17360 617360 9/16" BEAD 82 1224 6TP247K VINYL BULB WEATHERSTRIP _ 83 61745 1745 LOWE NC, 1/2" X1/16" SGL. SIDE ADH. TAPE, POLYETH. 100 8052 48052 ROLLER ADJ. HOLE PLUG 101 72087 JAMB BUMPER 102 1696 71696 DUST PLUG 103 8188 78186X 1' KEEPER 104 653 7SDKEEP SCREEN LOCK KEEPER 105 17344 617344 FIXED PANEL CLIP - 6" LONG 106 17352 017352 FIXED PANEL RETAINER - 9/16" 107 1739 71739 HANDLE KIT - NTERIOR RAISED WITH THUMB TURN 108 1740 71740 HANDLE KIT - RAISED EXTERIOR HANDLE 109 1731 78162SN HANDLE KIT - RECESSED NTERIOR WITH THUMB TURN 110 1732 78178 HANDLE KIT - RECESSED EXTERIOR PULL 111 710X34PPSDAX #10 X3/4" PH. PN. TEK - S.S. 112 1235 67518 WSTP, .270 X.170 - FIN SEAL 113 1712 64066 .187" X.230" FNSEAL 114 710X115PPX #10 X 1-1/2" 115 710XPPT #10 X 1" 118 720X1X #14-20 X 1" S.S. 117 720X112X #14 20 X 1-1/2" S.S. 118 17336 617336 90 DEGREE CORNER RECEIVER 119 17337 617337 90 DEGREE OUTSIDE CORNER ASTRAGAL 120 17338 6117338 90 DEGREE INSIDE CORNER ASTRAGAL 123 17352 817352 FIXED PANEL RETAINER, 7/8" Rend Ely: SC Roved 8y: Dots: 10/82015 Delia: Review*: A Rovbtons: AODGD XL EDQESP4Cgg rO f'ARTait58 Rend 8)s JJ Dew 10/8/15 A •.• • • ••• • • . • • • • • • • • • - -- -- •• •• • • • • • �•- • • • • • Drawn Br JR ChedndBy Dots: 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)480-1600 CERT. OFAUTH. 628206 PARTS LIST NOTES: 1) ALL ALUMINUM = 6063-T6 2) ITEMS # 33-39, 57-59, 66, 78, 84-99, 121 & 122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. 3) USE OF #12 OR #13 REQUIRES MIN. #10 SMS OR 3/16" MASONRY ANCHORS @ 24" MAX. O.C. SERIES 770 ALUM. SGD - LM IMPACT oruaa4adr SOD-770 NTS alma 20 er 22 &•Wro No. PGT0130 Rev. A Approved as complying wltts lh• Florlde Buiding C Date �'. 200 NOA# 15 - Alai15 !Wand Dade Product Co I \\\ 7 s •'��Ly=i�lSF F� • ri (Y� Lk( „Di AlC.)l- •• •. !COR1v ' lot\.f _.. �fffflli�4�` A. LYNN MILLER, P.E. P.E.# 58705 10/10/14 f 02-TRACK HEAD (6063-T6 AL) 0.081" - 6.198" -LCIP 2-TRACK HEAD W/ SCREEN TRACK (6063-T6 AL) 7.105" 10 4-TRACK SILL (6063-T6 AL) .526" - 0.080" 03-TRACK SILL (6063-T6 AL) -ISZJ--' 0.081" - 3-TRACK HEAD (6063-T6 AL) 9.142" 1.211" 0.081" - ---I 1.514" 1.260" J 4-TRACK HEAD (6063-T6 AL) OFRAME HEAtI/JAMBSCRE 'I:•: ADD-ON -• •• • (6063-T6 AL) • •.• •• • �T 0.062" 1 L 1.516" • FRAME SILL SCREEN • 12 ADD -ON (6063-T6 AL) •`• •:' ••:.REQUIRES MIN. #10 SMS • • • • • •• • • ••• • ••• • • • SEE SHEET 17 FOR SaLL RISERS. • • e ` • FOR 3/16" MASONRY ••` • • • AN • CHORS © 24" MAX. O.C. 6.221" - 0.080" 1 t 1.505" 0 2-TRACK SILL W/ SCREEN TRACK (6063-T6 AL) 07 2-TRACK SILL (6063-T6 AL) t� 0.060" 0.760" Iu u I+ 1.990" FRAME SILL SCREEN 13 END ADD -ON (6063-T6 AL) REQUIRES MIN. #10 SMS OR 3/16" MASONRY ANCHORS @ 24" MAX. O.C. - •-1 1.36" I { 401 0.081" 6.198" 2-TRACK JAMB W/ SCREEN TRACK (6063-T6 AL) -►{ 1.36" r_ I 0.081" --9-- c_ 7.105" 3-TRACK JAMB (6063-T6 AL) 1.36" r 0.081" ` 0.062" 5.069" 2-TRACK JAMB (6063-T6 AL) 1.36" 0.081" 9.141" 17 4-TRACK JAMB (6063-T6 AL) 1.872" il 1.019" O4o SCREENT STILE (6063-T6 AL) --►{ 1.045" 17--I1 1.993" SCREEN a5 TOP RAIL (6063-T6 AL) 0.062" -a 0.875" 1 1.993" 1 SCREEN 46 BOTTOM RAIL (6063-T6 AL) ■ 0.062" Revd By. SC Raved Br Revsd By. Date: 10/8/2015 Date: Date: Revisions: A Revi$oro: Revisions: N&4 IANGES•THIS SNF$Ti • • • _ - • A - • • • • • • • • • • • • • • • • • • • • •• - • • •• •. ••• • • • • • • • • Drawn By. JR Da le: shed ed By Data: 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 CERT. OFAUTH. #29298 D•eaWden: EXTRUSIONS SERIES 770 ALUM. SGD - LM IMPACT Swim/Add: SGD-770 Scab: NTS Sheet 21 o'22 Dnvko No. PGT0130 Raw. A +lpproved as complying with th► Florida Belding Code Date Miami Dade Product Control Hy dr .1'ivr'! .• 0C,EN484F • No. 5E1705 !Hi A. ill>>\ A. LYNN MILLER, P.E. P.E.# 58705 .550" -- - 0.718" --I] .016" 0.062" 0.264" OFRAME SCREW COVER (6063-T6 AL) .155" 0.080" 0.050" ®� FIXED -1 PANEL CLIP (6063-T6 AL) 0.709" 0.080" FIXED PANEL••• •:• ••• •:• RETAINER, 9/?V; (6063-T6 AL) .•• •.• :• 0.83" ll r_T 0.752" .t - 0.574" 0.080" 1.974" 2.44" - 0 135° CORNER (6063-T6 AL) 0 STANDARD ASTRAGAL (6063-T6 AL) 1.003" 0.757" --f SILL TRACK (6063-T6 AL) 135° FIXED MOUNT (6063-T6 AL) 3.979" 0.281" HEAVY DUTY ASTRAGAL (6063-T6 AL) 3.802" 0.075" P-HOOK (6063-T6 AL) 1.645" •• ••• • • • • • • • 01)1 dARIE. (6063-T6 AL) ••• • • • • (6063-T6 AL) • • • • •••• • • i 90° CORNER RECEIVER 2.304" 0.796" 0.062" O28 P-HOOK MOUNTING t ADAPTOR (6063-T6 AL) 6o STANDARD STILE (6063-T6 AL) 4.125" 3.25" 8 TOP/BOTTOM RAIL (6063-T6 AL) 5.621" 1.304" 1 4" 0.752" --•] L 0.233" 10.062" P-HOOK SCREW 29 COVER (6063-T6 AL) 61 HEAVY DUTY STILE (6063-T6 AL) - 3.802" 1.163" f 0.080" J 0 P-HOOK FOR BOX RISER (6063-T6 AL) 1.739" -0-1 0.062" --; 1.888" INTERLOCK V2 ADAPTER (6063-T6 AL) 1.050" 1.050" • 1.050" F rd- .611" .485" t.045" Imo-- } .045" 1•-� 79 GLAZING (G80 GsGLAZING I ) BEAD, FIXED BEAD (6063-T6 AL) PANEL CLIP (6063-T6 AL) (6063-T6 AL) .289" 17045" 90° OUTSIDE CORNER ASTRAGAL (6063-T6 AL) y 4" 90° INSIDE CORNER ASTRAGAL (6063-T6 AL) 1.303" 0.885" 1 0.325" 0,.062" 6INTERLOCK 5 SCREW COVER (6063-T6 AL) Rend By. SC Rend By. Deb; 10/8/2015 Dote: Reritk,u: A NQ CNAO1GESTH&S SHF 7 • • Rend By. Date: Rektekne: • • • • • • • • • • ••• • • • • • • • • •• •. . •• ••• ••• • • •� ••• • • Dram By. JR 10/10/14 Checked By Delo: 1070 TECHNOLOGY DRIVE N. VENICE. FL 34275 (941)-480.1600 CERT. OFAUTN. #29296 Descrfetleic EXTRUSIONS SERIES 770 ALUM. SGD - LM IMPACT serlewflbded: SGD-770 NTS Sheet 22 of 22 Dre"iv Ala PGT0130 Rem A �►pproved as complying with th• FtorWs BnIdM comae Date e• lict 2015 NOM1-101D:15 Miami bade Product Control BY �1'I k.YN;IRJ ' •(/i ,\^J • •, \cat_NSc •• ��: " ho- 5£S7O5 • S `- ,1 �a IS t/ f` .. '"1 ORIC)`•`(\�, A. L'/ 1v11L�E, P.E. P-E.# 58705 MIAMI•[a14DE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Streets Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "FD-101" Aluminum French Doors w/wo Sidelites— L.M.I, APPROVAL DOCUMENT: Drawing No. 11005-1 Rev E, titled "Alum. French Door & Sidelites, Impact", sheets 1 through 10 of 10, dated 04/04/2012 and last revised on 05/29215, prepared by PGT Industries, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami —Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. Use of Table 1, require full length reinforcements (item #22) for OX, XO, XXO, OXX, OXO and OX XO. The lower design pressure from X, XX door or 0 (sidelite) shall control. 2. All laminated glazing options (glass types, A, B, C, D & E) must have 3/16"HS glass at interior side. 3, 'A" Elco Ultracon (former Tapcon) to be 4"OC into Conc. and 6" into CMU (jambs). 4. Unlisted missing items # 68, 69, 75-89 and 100-102 in Bill of Material are not part of approvals 5. Applicable Egress requirement to be reviewed by Building official. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", 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 ofthis 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 Flax displayed in advertising literature. If any "portion of the NOA is displayed, then it shall be done in its entirety • : • • INSPECTION:•A %y:e `this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for ir¢ppetiDn at the job site at the request of the Building Official. This NOA revises NOA # 12-0516.02 and consists of this page 1 arid evidence pages E-1, as well as approval document mentioned above. The submittetrAecumentatfon was reviewed by Ishaq I. Chanda; P.E. NOA No. 15-0528.24 Expiration Date:` October 18,12017 Approval Date: 'July 23,2015 ' _'. Page 1 SHOP DRAWING DOCUMENT REVIEW THESE DOCUMENTS HAVE BEEN REVIEWED FOR CONFORMANCE WITH THE DESIGN CONCEPT AND INTENT AND GENERAL COMPLIANCE WITH THE CONTRACT DOCUMENTS. THE CONTRACTOR I8 RESPONSIBLE FOR CONFIRMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS, FABRICATION AND CONSTRUCTION METHODS AND COORDINATION OF tHIS TRADE WITH AL OTHER APPLICABLE TRADES. --- APPROVED AS vuBMITTEE? APPROVED AS NOTED t� REJECTED / RE,`.ZUBnI`I DATE: 01 0 j, REVIEWED BY: JUAN ERNANDEZ-BARQUIN, P.E. STRUCTURAL ENGINEERS / THRESHOLD INPECTORS 2520 NW 97 Ave., Suite 240 Doral, Florida 33172 Phone: 786-336-0881 Fax: 786-336-0884 .. ... . . • . . . • . .... • .. . . . . .. .. 04, ... • • • • • • • • • • • • • 00 • 00 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1, Manufacturer's die drawings and sections (Submitted under files # listed below) 2. Drawing No. 11005-1 Rev E, titled "Alum. French Door & Sidelites, Impact", sheets 1 through 10 of 10, dated 04/04/2012 and last revised on 05/29215, prepared by PGT Industries, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS (Submitted under files # 12-0516.02/#11-1013,221 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 fixed sidelite (0) w/ insulated laminated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL- 6864, dated 04/02/12, signed and sealed by Marlin D. Brinson, P. E. 2) Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 Along with marked -up drawings and installation diagram of Aluminum outswing doors w/sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Reports No FTL-5212, dated 05/05/2007, signed and sealed by Carlos S. Rionda, P. E C. CALCULATIONS 1. Anchor verification calculations and structural analysis dated 05/22/15, complying with FBC- 214 (5th Edition), prepared by PGT, signed and sealed by Lynn Miller, P.E. 2. Glazing complies w/ ASTME-1300-02, 04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer", expiring on 12/11/2016. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for their "Saflex (clear & color) interlayer", expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5th edition) and letter of no financial interest, prepared by PGT, dated 05/22/15, signed and sealed by Lynn Miller, P.E. 2. Lab compliance as part of the above referenced test report. G. OTIf1i•• • • • • • •• 1. • • Tlrii# 12-0516.042, expiring 10/18/17. 2. • • Tes1 prbtlosMs tided Ian 18, 2017 and 02/15/12 approved by Jaime D. Gascon, P.E. • ••• • • • • • • • • • • • • • • • • • • •• •• •• •• •• • • •• •• •• • • •• •• • • • •• • • •• • • • • •• • • • • •• • ••• • • • ••• • • •• • •• •• • • •• • • •••• •• •• •• • • • •• • •• • • • • • •• •• • • •• •• ••• •• • • • • • •• • • • • • E-1 \c,1 , . Lu K,u.- Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 15-0516.02 Expiration Date: October 18, 2017 Approval Date: July 23, 2015 NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING OFVICtI%' • A.8/8" LAMI NOM/ 6402") 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 16" HEAT STRENGTHENED GLASS. • B. 3/8" LAMhNJ»6; ) CONATINGUF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE TAAXIMUM PLUS (115 LITE OR3/16" HEAT STRENGTHENED GLASS. • • C. 7/18' LAMI NpM. (.465") COV§IrAll OF (1) LITE OF 3/16' ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX1KEEPSAFE MAXIMUM • PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. • • • • 6.•//18" LAITY' A!L(,465") COj1Smime OF (1) LITE OF 3/16' HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE • • • • MAXIMUM'IsUB•(1) LITE O6y'1/41114,AT STRENGTHENED GLASS. • • • 13/16' LAMI IG NOM. (.8401 CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS. 1/4' AIRSPACE, (1) LITE OF 1/8" HEAT STRENGTHENED GLASS PLUS AN .090 PVB TNTERLAj'EFjQF•QUPONT gaIAC11i PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. • 2. DESIGN PRESSURED: SEE TABYSE•144ND 2 ON SHEET 2. • • • • A.'�JEGATIVE D SIGN LOADS•BAAXDN TESTED PRESSURE AND GLASS TABLES ASTM E 1300. 7� B. POSITIVE D SIGN LOADS WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. ' •• •d'L•ONFIGURAl10NS: X. O, XX, NO OK!)IKO, OXX, Q , AND OXXO. rF. ANCHORA T 1/3% SIRES§ tiCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL • SCREWS, THAT COME INTO GONITACT•WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. FOR ANCHORAGE • • • • REbU1REMUAIS'StSHEETS S THROUGH 10. 5. SHUTTERS AIRS NOT REQUIRED. 8. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: ®TEST REPORTS FTL-984, 5212 & 6864; ELCO ULTRACON NOAS:; ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN MANUAL. 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E-E, SHEET 5), IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1., SHT. 2. REFER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. 93 30 EXTERIOR a 1/8" AN. OR HS. GLASS .090 PVB INTERLAYER (DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM) 1/2" GLASS BITE 3/18" HS. GLASS 3/8" NOM. GLASS STACK 3/8" LAMI NOM. GLAZING OPTION A OR B, NOTE 1 73 EXTERIOR a 3/16" AN. OR HS. GLASS .090 PVB INTERLAYER (DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM) 1f2" GLASS BITE 941 - 3/16" HS. GLASS 7/16' NOM. - GLASS STACK NOA DRAWING MAP TOPIC SHEET GENERAL NOTES 1 CONFIGURATIONS 1 GLAZING DETAILS 1 DESIGN PRESSURES 2 ELEVATIONS 3 VERT. SECTIONS 4 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 6.7 ANCHORAGE 8-10 GLASS ABBREVIATIONS AN. = ANNEALED HS. = HEAT -STRENGTHENED TP. = TEMPERED 0 ® , , quiii EXTERIOR 1/4" AIRSPACE 3/16" TP. GLASS .090 PVB INTERLAYER (DUPONT BUTACITE) 13/16" NOM. GLASS STACK 1/2" GLASS BITE 3/16" HS. GLASS —1/8" HS. GLASS 7/16" LAMI NOM. 13/16" LAMI IG NOM. GLAZING OPTION C OR D, NOTE 1 GLAZING OPTION E, NOTE 1 ,, wucrIlavuW ....A�.1rs. + �MFrGSZ3.24 ti is �e.r acrlR, se h Pra•un fe•4w1 Y O cn yo 0 N z O H ❑ W } 8 W 0 LL O co 0 r Z.Z ZZ • u 0 i O'ER ifAb ;" .... pip a • TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS APPROVED CONFIGURATIONS: X, XX, 0, OX, XO, OXO, XXO, OXX & OXXO (FOII DOORS W/ SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) • • • •REINFOR8I &NT IS RIQUII'i D AT DOOR & SIDE LITE CONNECTIONS • • • • • • ' X WIDTH XX ITVIDTH • • •e•371/2'I g;1101" • OIMDTji Df $�d: • ,••• • • • DOORS WITH GLASS TYPES A B, C, D OR E • • • HEIGHT 68-793/4" +75.4 74I? 7°-833/4" 4+75.0 -75.0 87 3/4'" +75.0 -75.0 91 3/4" +75.0 -75.0 8°-953/4" +75.0 -75.0 • • •SINGLE SIDE LITES WITH GLASS TYPE A +75.6 45.0`+ 301 /8" •3/4i '+75.0-•13.0' +75.0 -75.0 -75. +75.0 +70. -7 .0 - '.4 +75.0 -75.0 +75.0 -75.0 67.6 +66.6 -67.6 -66.6 +64.2 +63.1 -64.2 -63.1 ;SOU SIDE LITES WITH GLASS TYPES B, C, D OR E +75.0 t -75.01 +75.0 -75.0 +75.0 -75.0 I +75.0 -75.0 I +75.0 -75.0 TABLE 2. APPROVED (THE LOWER REINFORCEMENT DESIGN PRESSURES FOR COMBINED DOOR (SIDE LITES ONLY CONFIGURATIONS: DP FOR OX, XO, OXO, XXO, OXX & OXXO THE DOOR OR SIDE LITE PREVAILS.) IS NOT REQUIRED AT DOOR & SIDE LITE CONNECTION GLASS TYPES A B, C, D OR E HEIGHT X WIDTH XX WIDTH 68 - 79 3/4" 7° - 83 3/4" 87 3/4" 91 3/4" 8° - 95 3/4" 2° 25 1/2" 4° 47 3/4" +58.6 -58.6 +55.4 -55.4 +52.4 -52.4 +49.8 -49.8 +47.4 -47.4 27 1/2" 51 3/4" +54.9 -54.9 +51.8 -51.8 +49.0 -49.0 +46.5 -46.5 +44.3 -44.3 291/2" 55 3/4" +51.7 -51.7 +48.8 -48.8 +46.1 -46,1 +43.8 -43.8 +41.6 -41.6 28 31 1/2" 5° 59 3/4" +49.0 -49.0 +46.2 -46.2 +43.6 -43.6 +41.4 -41.4 +39.3 -39.3 28 33 1/2" 54 63 3/4" +43.1 -43.1 +43.1 -43.1 +41.5 -41.5 +39.3 -39.3 +37.3 -37.3 35 1/2" 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'" 8° 71 3/4" +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 A, B, C, D OR E 10 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 12 3/4" +75.0 -75.0 +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 21 3/4" +64.5 -64.5 +61.0 -61.0 +57.8 -57.8 +55.0 -55.0 +52.4 -52.4 27 3/4" +52.9 -52.9 +49.9 -49.9 +47.2 -47.2 +44.7 -44.7 +42.6 -42.6 36 1/8" +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +34.4 -34.4 36 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 NOTES: 1. GLASS TYPES: A. 3/8' LAMI (1/8" A. .090 PVB, 3/16" HS) B. 3/8" LAMI (1/8" HS, .090 PVB, 3/16" HS) C. 7/18" LAMI (3/16" A, .090 PVB, 3/18" HS) D. 7/16" LAMI (3/16' HS, .090 PVB, 3/16" HS) E. 13/18" LAMI IG (3/16" TP, 1/4" AIRSPACE, 1/8" HS, .090 PVB. 3/16" HS) 2. COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2. MAX. OX/XO WIDTH = 731/2" MAX. OXO WIDTH = 1091/2" MAX. XXO/OXX WIDTH = 107 3/4" MAX. OXXO WIDTH = 143 3/4" 3. SINGLE DOORS 33 5/8" WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 64 1/8" WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FBC. NARROWER 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. EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: EX. A FROM TABLE 1. OXO WITH GLASS TYPE A 30" WIDE x 90" HIGH SINGLE DOOR WITH 29" SIDE LITES DESIGN PRESSURE = +67.6 / -67.8 PSF EX. B FROM TABLE 1. OXXO WITH GLASS TYPE A 68" WIDE x 85" HIGH DOUBLE DOOR WITH 38 1/2" SIDE LITES DESIGN PRESSURE = +70.4 / -70.4 PSF EX. C FROM TABLE 2. OXO WITH GLASS TYPE C 30" WIDE x 87 3/4" HIGH SINGLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE = +43.8 / -43.6 PSF EX. D FROM TABLE 2. OXXO WITH GLASS TYPE C 63 3/4" WIDE x 80' HIGH DOUBLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE =+43.1 /-43.1 PSF 8. 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. M,°mayI. wickthe n..I+• .7 r• ►nta. °u. M▪ imi as Frieder' c.n O .o W W co DESIGN PRESSURES 0 tL a 1 • • • •• • • .• SEE NOTE 4 OX OR XO 109 1/2" MAX. 36 3/4" 36 3/4" MAX --,1--.-- SEE NOTE 3-=-�— M 1 I lE I) CI' i 10 Ef 0 1 ,i 1 - E Ef1 x 1_ SEE NOTE 4 71 3/4" MAX. OXO 24 9/16' MAX. DLO (TYP) C F SEE NOTE 4 36 3/4" MAX. 33 5/8" MAX. DLO (TYP.) A�X A—' XX /� B O 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 7C AND 'XX' DOORS BY 3/4" WHEN ASSEMBLED TO MAKE 'XO', '0)C, 'OXO''XXO', 'OXX' AND 'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 5. CLEAR OPENING FOR 'X' AND'XX' DOORS AS FOLLOWS: ('X' DOORS = WIDTH - 5.646) ('XX' DOOR = DOOR WIDTH/2.4.079) 38 3/4' 143 3/4' MAX. SEE NOTE 3 36 3/4" MAX. 1 5 MA J 1 lE 0 ]� 41 E X 1NACT Ei- U 49 1 10 lE X AC . 1. Mt. SEE NOTE 4 95 3/4" MAX. (TYP.) 84 3/8" MAX. DLO (TYP.) — G OXXO DOOR DLO HEIGHT = HEIGHT -11 3/8" DLO WIDTH'X' = DOOR WIDTH-12 15/16" DLO WIDTH'XX' = DOOR WIDTH/2 -11 5/16" SIDE LITE DLO HEIGHT = HEIGHT -11 3/8" DLO WIDTH = WIDTH -3 1/8" SEE NOTE 4 4" P.) X. P.) ua . .2 2Y sftwev nab amagasala a. raw ,q..1w ow 17 Muni o.a. •� u�.r+ O,^^ g'00 w z U O z w w 2 } 2 No QT t ,5 T co z 0 LL v. N Q rg;t, pg'dg 2 o= 5 • • • •• • 46 • JD • • • •• • • • • • • •EiC(ERIOR • • • •••• • •••• MAX. DLO i1�t y qr. rl'i • 2 •••• ••• • ••• • •••• • • • • • •• • • •• • • • INTERIOR MAX. DOOR HEIGHT JL-9—VIL 1.489 DOOR SECT. A -A VERTICAL SL SECT. B-B VERTICAL INTERIOR CLEAR -COLORED SEALANT MAX. SIDE LITE HEIGHT SL VIEW G-G CORNER ASSEMBLY AT HEAD/JAMB AT SILUJAMB A 811.10 MAIM ils twpitili OH Ow o6 N• ZY co O 0 N yy� E I to A N . W co Z 0 W co U O r El 5 S • • • • •l•• • • • • • • • • • • • • .•••• • • • •• • • • • • • • •• • • • • w •• • • • • • • •••• • • DLO MAX. SL WIDTH MAX. DLO SL SECT. E-E MAX 'XX' WIDTH 'XX' SECT. C-C HORIZ. 'X' SECT. D-D HORIZ. SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7, 8 AND 9) HORIZ. (DOOR W/ SIDE LITE) SEE TABLES 1 AND 2 AND NOTES ON SHEETS 1 & 2 FOR APPLICABILITY DLO MAX. SL WIDTH I� MAX. DLO SL SECT. F-F HORIZ. (SINGLE SIDE LITE) 1 INTERIOR r EXTERIOR /ReDUCf 011VO&D .dvapftift..0ikr 4.,.pe..• N. - [ginU • Simi Ws w HORIZONTAL SECTIONS U D. vi w 1- -1 w 0 oes r4 0 8 U Z w u_ w u5 10 0 Q co I— Z O a • • • • • •• • • • • • • • • •� ITEM DWG # PGT# DESCRIPTION 1 9438 80411 FRAME HEAD 2 1010 6Q300 WSTP.,Q-LON .190 X.375 HIGH 3 7070 67070K BULB WEATHERSTRIP .187 X.300 HIGH 4 955 7955X FLUSHBOLTSTRIKEPLATE 5 938 7938X 2 PT. LOCK STRIKEPLATE 6 956 7958A FRAME HEAD STRIKEPLATE BACKING PLATE 7 7832X12FPXP #8-32 X.500 PH. FL. MS - S.S. W/SILICONE PATCH 8 995 70995 GASKET (BETWEEN THRESHOLD & FRAME JAMB) 9. 996• • 70996 GASKET (BETWEEN HEAD & FRAME JAMB) 10',0 • 6533Q16 • _ FILLER HEAD ADAPTER 11 11000 611000M• • OUTSWING THRESHOLD 12,• J%7Q. ; 671670" • WSTP, .350 RD FOAM FILL T-SLOT (AMSBURY# 32011) 13 41004A• 811001IM • OUTSWING THRESHOLD CHANNEL COVER 14 11001A 4110(16:. • :ACETAL SPACER .085 (INHOUSE INJECTION MOLDED) 15 11022A 411002A ACETAL SPACER .096 (INHOUSE INJECTION MOLDED) 16. 1 jdbg . 41101071. • • • ACETAL SPACER .140 (INHOUSE INJECTION MOLDED) 20 1161"5U• 60380 FRAME JAMB (OUTSWING) 21 1010 • 6Q300 • • • • WSTP.,Q-LON .190 X .375 HIGH 22" 16( 7, 866081/1 • • •' REINFORCEMENT, 1.000 X 2.750 X0.650, 6061-15 23 1140 78X112PSATS #8 X 1.500 PH SO A T/S 24 1846 7104S • •• • • - JAMB SCREW COVER CAP 26, S0_ • 4172W? • • • • STRIKE PLATE INSERT 28 0118• • 71044PFA • #10 X.750 PH. FL SMS 27 T07p. 6707CI1, • ; BULB WEATHERSTRIP .187 X.300 HIGH 30) 910D • 8910 DOOR PANEL, TOP & BOTTOM RAIL 31 4T1E' 6911 DOOR PANEL, SIDE RAIL 32 917 7FRMO HINGE EXTRUSION 33 1178 71058FP W,B #10 X.625 PH. FL SMS 34 913A 60378M TRUSS CLAMP 35 1130 6TRODA 5/16-18 THREADED ROD 38 990 7990NUTA 5/16-18 FLANGED HEX NUT 37 914A 60379M WEATHERSTRIP CHANNEL 38 7834FPT #8 X.76 PH. FL. TEK 39 997 70997 GASKET (BETWEEN PANEL HEAD/SILL & PANEL STILES) 40 1023 67924G WSW., .187 X.250 HIGH, FWSEAL 41 928 41720 SLIDE BOLT ASSY. (INACTIVE PANEL ONLY) 42 1145 76X12FPAW #6 X.500 PH FL SMS TYPE BDS 43 1212 7P3OGG SILL DUST PLUG (INACTIVE PNL) 44 983B 6983 DOOR PANEL ASTRAGAL 1 (OUTSWING) 45 984B 6984 DOOR PANEL ASTRAGAL 2 (OUTSWING) 48 1213 6Q200K WSTP.,Q-LON .190 X.200 HIGH 47 929 74UBLOK LOCK SUPPORT ASSY. (41707 & 41708) 48 1139 7634F #6 X .750 PH. FL SMS 49 982 FD2PTAY 2 PT. LOCK ASSY. 50 6R180FS RUBBER SLEEVE 51 930 41721 STRIKE PL INSERT (INACTIVE PANEL) 52 931 7FRSPX DEADBOLT STRIKE PLATE 53 1118 710X34PFA 4110 X .750 PH FL SMS 54 957 70957X HANDLESTRIKE PLATE 55 1118 710X34PFA #10 X.750 PH FL. SMS ITEM DWG # POTS DESCRIPTION 60 920D 8920D SIDELITE HEADER 61 921D 6921 SIDELITE SILL 62 916B 60381 SIDEL TE JAMB 63 1155 781PQA #8 X 1.000 QUAD PN. SMS 64 998 7998 HEAD GASKETS (STOCKING #70998) 65 999 7999 SILL GASKETS (STOCKING #70999) 68 934A 61641M SIDELTE JAMB ADAPTER 67 012 X 1.000 SHEET METAL SCREW 70 712653K SETTING BLOCK, 3/32' X 1/4" X 1" W/PSA, 85 +/-5 DURO. 71 71267K SETTING BLOCK, 1/16" X 1/2" X 1" W/PSA, 85 +1-5 DURO. 72 4222A 84222 BEAD, 7/16" 73 988 8988 BEAD, 3/8' 74 4087B 64087 BEAD, 13/16' IG 90 6DURAKI4 1/4" DURASEAL IG SPACER 91 6TP248 BULB, THIN (USED IN EXTRUDED BEAD) 92 988 64986 BEAD, INTERIOR 93 1224 6TP247 BULB, THICK (USED IN EXTRUDED BEAD), 85 +/-1 DURO. 94 GLAZING SILICONE, DOW 899 OR 983 95 GLASS, 3/B' LAMI - 1/8" A, .90 PVB, 3/18" HS 96 GLASS, 3/8' LAMI - 1/8" HS, .90 PVB, 3/16" HS 97 GLASS, 7/16" LAMI - 3/16' A, .90 PVB, 3/16" HS 98 GLASS, 7/16' LAMI .3/16" HS, .90 PVB, 3/16' HS 99 GLASS, 13/18" LAMI 1G - 3/18" TP, 1/4' AIRSPACE, 1/8" HS, .90 PVB, 3/18" HS 103 OFF -THE SHELF !DEAD BOLT LOCK Vto GK, Vie /ul .504-•-•( i+- 380 .055 19 OUTSWING THRESHOLD CHANNEL COVER 8083-T8 r--2.750--+-I 1.000 .650- 25 0 TUBE MULL 6063-T5 se g.sigiglismIlb die Vied& Wily Cede (spirt** Deli Qpt� i Y O co co H N W O O W S 90 } N M N I W co Jcn o 0 r a 1 • • • • • • 4.626 • 4.000 • -1.750 {I • • • • • -1.750- 4.728 • • • • • • •• .••• •• • • 4.100 • • • • • • DOORPANEL • • • • • 30 GIbPt,$OTTOM.. • 6063-T • •1 .489 4.726 r-1.7501 4.100 DOOR PANEL SIDE RAIL 6063-T5 441500 51jj•125 ^l r J .750 TRUSS C AP FILLER HEAD ADAPTER 6063-T5 8063-T6 %11 FRAME HEAD 1 6063-T6 .050 f .079 ill 1.489 I3.000 ►1 4OUTSWING THRESHOLD 11 8083-T6 6.085 5.459 .062 -T 4.875 DOOR PANEL INTERIOR ASTRAGAL 6063-T5 �►-.558 3/8" GLAZING BEAD 6063-T5 3.100-H SL HEADER 6063-T6 .075 - .075 DOOR PANEL EXTERIOR ASTRAGAL 6063-T5 7/16" GLAZING BEAD 6063-T6 4.586 .750 3.100 SL SILL 6063-T6 5.212 3.000 20 -1,578 DOOR FRAME, JAMB 6063-T6 .050 I 62 SL JAMB 0063-T6 630 .050 3.000 2.980 SL JAMB s 6063-T6 ADAPTER .050-►IFS- 1.620 .250-.-1 F-.- ,27 WEATHER STRIP CHANNEL 6063-T5 -.0.375 t 2.125 -.125 HINGE 6063-T5 �.172 .050 .683 74 IG GLAZING BEAD 08063-T5 ,Fo0C1 .t.•14104 r.a.n.ir. ~C umpteen • 1 6Sl •2V aspired• 040ddjiaifr- 0 A.0 1 8 W W 0) I w EXTRUSIONS W 5 o 0 LL n H Z 0 .:lu o o..Q-Ng '•N *ILO7_1R z:z �, N�: 0 , �'•u d.9. a ` %) z :' .. CO -lb... .....,A,...-4 -:, 41;. ' • gyps'' HEAD ZONE "C"I • SEE TABLE.3., SHT. 9 1 • . O� : z F" . .' .� •• .E. I ... •• SILL SILL LL -ZONE 1 ZONE F" 1 ZONE -I "E" SEE TABLE 7., SHT. 9 HEAD HEAD ZONE D"tZONE "D" I ••.. rt— SILL � SILL • • • • • ZONE "D" ZONE "D" SEE TABLE 4., SHT. 9 y__ HEAD ZONE "E"_I I SILL I ZONE "E' SEE TABLE 5. SHT. 9 HEAD HEADNHEAD ZONE "D"ZONE "F'ff?OE E-} JAMB ZONE "A"-.1 XXO OR OXX JAMB ZONE "B"} I__SILL _ .." SILL 1 SILL "�ZONE-I SEE TABLE 7., SHT. 9 "E" w z m L_ HEAD HEAD _I ZONE "D" tZONE E" I JAMB ZONE B" SILL } SILL 1 ZONE "D" ZONE "E" SEE TABLE 6., SHT. 9 x = MINIMUM JAMB ANCHOR LOCATION. - = ADDITIONAL JAMB ANCHOR LOCATION, EQUALLY SPACED AS REQUIRED PER TABLES 3-7 ON SHEET 9. HEAD HEAD HEAD HEAD EXAMPLE 1 Z ENE�ZONE"F"�ZONE'F"�Z ENE I ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A. 19" x 83 3/4" SIDE UTES "B' AND 03 "E" ZONE ANCHORS FROM w TABLE 7, SHEET 9. z N PLUS; SILL ILL ZONE "F"�ZONE� SEE TABLE 7, SHT. 9 "E" EXAMPLE OF ANCHORAGE FOR A 71 3/4" x 83 3/4''XX' DOOR WITH 19" x 83 3/4" SIDE LITES (SEE SOLUTION AT RIGHT). 1-ZONE SILL " —ZONE *� B. 71 3/4" x 83 3/4" XX DOOR ZONE "F' ANCHORS FROM TABLE 4, SHEET 9, EACH "F" 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 NOTES: 1. APPROVED ANCHOR TYPES ARE: 1. 1/4" ELCO TAPCONS 3. 1/4" ELCO SS4 CRETE-FLEX MASONRY ANCHORS 3. #12 SCREWS Q 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4" MIN. O.C. FOR CONCRETE, 6" MIN. O.C. FOR CMU): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. JAMBS (ALL): 131/4" MAX. FROM CORNERS AND 23 1/8" MAX. O.C. HEAD & SILL OF DOORS: 6' MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 7/8" MAX. O.C. HEAD & SILL OF SIDE LITES: 6" 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. w.rMap Mri .N• the t1wiU N. sytr.a..o r , l='1.1 Mewl Dade five* 0 d � N_ zd' g 1 2 U U z 0 U a 0 IL U 0 >- N w 0 to LL 0 <L • • • • • • • • • • • TABLE 3. X DOORS TABLE 4. XX DOORS (ALSO X DOOR OF XO & OX) TABLE 5. 0 SIDE LITE TABLE 6. XO & OX TABLE 7. OXO & XXO, OXX OXXO GLASS TYPES A, B, C, D, E GLASS TYPES A, B, C, D, E GLASS TYPES A, 8, C, D, E GLASS TYPES A, B, C, D, E GLASS TYPES A. B. G D, E ANCHOR TYPE & SUBSTRATE 2,3, WOOD 1,2, CONC ANCHOR TYPE a SUBSTRATE Z3, WOOD 1,Z CONC ANCHOR TYPE & SUBSTRATE 2,3, WOGD 1,2, CONC ANCHOR TYPE & SUBSTRATE 2,3, WOOD 1,2, CONC ANCHOR TYPE & suBSTRATE 2,3, WOOD 1,Z CONC DOORWpIH3 LOAD ZONES QOOItWIDTHS LOAD ZONES WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES POOR WIDTTI,a LOAD ZONES "x' - 25.50 TO 37.50 TO 71.75 10 -JAMB "Er w - 1. �_ ;0 ;u 4 6_ "x - 25.50 TO 37.50 (u Lo b < (u 'O" - 10.75 TO 36.75 m to to "XX" - 47.75 TO 71.75 _•• < m a ,d �° t� w - j �' m "X" - 25.50 TO 37.50 • 1 K^4 i WIDTH x HT. O _ X 0 y41 0 >1 WIDTH x HT. O O x X 9 0 WIDTH x HT. O O O WA z Hr. dfl1d X x x 3 >< X a< 3; mum x:HT. x 79.75 5 2 4,7 4 2 3 1 WO 1019.75 4 3 8 4 2 3 10.75 x 79.76 4 1 4 1 10.75 x 79.75 83.75 87.76 91.75 95.75 4 2 4 2 4 2 4 2 4 2 WIDTH 10.75 x 79.75, 4 2 USE ANCHOR QUANTITIES FROM TABLE 3. OR 4. FOR EACH ZONE OF APPLICABLE DOOR WIDTH 4 2 USE ANCHOR QUANTITIES FROM TABLE 3. OR 4. FOR EACH ZONE OF APPLICABLE DOOR WIDTH 83.75 4 2 4 2 83.75 4 1 4 1 •• • 03.75, 6 4 7 4 2 3 •25.50 83.75 5 A •1 14 2 3 87.75 4 2 4 2 87.75 4 1 4 1 S7.75 5 4 7 4 2 3 87.75 564.1 2 3 I„.,:, 91.75 4 2 4 2 91.75 4 1 4 1 91.75 5 4 7 4 2 3 • 91.75\ 5 2 7 4 2 3 95.76 4 2 4 2 95.75 4 1 4 1 t••• Q5.75 5 4 7 4 2 3 95.75 8•8•1•• 2 3• 12.75 x 79.75 4 2 4 2 H wore 179.75 6 f 7 1 2 3 %f1%Sc 79.75 5 4 7 4 2 3 12.75 x 79.75 4 2 4 2 12.75 x 79.75 83.76 87.75 91.75 95.75 4 2 4 2 4 2 4 22 4 2 4 2 4 2 4 2 4 2 4 2 83.75 4 2 4 2 83.76 4 2 4 2 •' 133.75_ 4 7 4 2 3 • 83.75 5 2 07 4 2 31.••• 87.75 4 2 4 2 87.76 4 2 4 2 •••••67.75 5 4 7 4 2 3 87.76 5 8 •7 • 2 3 91.75 4 2 4 2 91.75 4 2 4 2 •• 91.75 5 4 7 4 2 3 •• 91.76 6• g 7.11 2 5• 95.76 4 2 4 2 95.75 4 2 4 2 • 195.75 6 4 7 4 3 5 • __ 95.76 6 i• j 2 5• 19.00 x 79.75 4 3 j., 19.00 x 79.75 83.75 87.75 91.75 95.76 4 3 4 3 4 3 4 3 4 3 4 2 4 2 4 2 4 2 4 2 29.50 x 79.75 6. 14 2 84 2 3 55.75 x 79.75 5 4 7 4 2 3 19.00 x 79.75 4 2 4 2 83.75 4 3 83.75 4 2 4 2 83.75 5 4 7 4 2 3 83.75 5!• • 4 2 3 87.76 4 3 4 2 87.75 4 2 4 2 87.75 5 4 7 4 2 3 87.76 8 2 8 4 2 5 91.75 4 3 4 2 91.75 4 2 4 2 91.7543B 4 7 4 3 6 91.75 8 2 8 4 2 5 95.75 4 3 4 2 95.75 4 2 4 2 95.76 6 4 8 4 3 5 95.76 8 2 8 4 2 5 21.75 x 79.75 4 3 4 2 31.50 x 79.75 5 2 8 4 2 3 59.75 x 79.75 5 5 8 4 2 3 21.75 x 79.75 4 2 4 2 21.75 x 79.75 83.75 4 3 4 3 4 2 4 2 83.75 4 3 4 2 83.75 4 2 4 2 63.75 5 5 8 4 2 3 83.75 8 2 8 4 2 5 87.76 4 3 4 2 87.75 91.75, 96.75 4 3 5 3 5 3 4 2 4 2 4 2 87.75 4 2 4 2 87.75, 6 6 8 4 3 5 87.76 6 2 8 4 2 5 91.75 5 3 4 2 91.75 6 2 4 2 91.75, 6 5 8 4 3 5 91.75 8 2 8 4 2 5 95.76 6 3 4 2 95.76 5 2 4 2 95.76 6 5 8 4 3 5 95.75 7 2 10 4 2 6 27.75 x 79.76 5 3 4 2 33.50 x 79.75 8 3 8 4 3 3 83.75 x 79.75, 5 5 8 4 2 3 27.75 x 79.75 5 2 4 2 27.75 x 79.75 63.75 87.76 91.75 95.75 5 3 5 3 5 3 6 3 6 3 4 2 4 2 4 2 4 3 4 3 83.75 5 3 4 2 83.75 5 2 4 2 83.75 6 5 8 4 3 5 83.75 6 3 8 4 3 6 87.75 6 3 4 2 87.75 5 2 4 2 87.75 8 5 8 4 3 5 87.75 6 3 8 4 3 6 91.75 6 3 4 3 91.75 6 2 4 2 91.76 6 5 8 4 3 5 91.75 7 3 10 4 3 6 95.75 6 3 4 3 95.75 8 2 4 2 95.75 7 6 10 4 3 6 95.75 7 3 10 4 3 5 38.13 x 79.75 8 4 4 3 35.50 x 79.75, 8 3 8 4 3 5 87.75 x 79.76 6 5 8 4 3 5 38.13 x 79.75 8 3 4 3 36.13 x 79.75 83.75 87.75 91.76 95.75 8 4 8 4 7}5 7 5 7 5 4 3 4 3 4 3 4 3 4 3 83.75 4 4 3 83.75 6 3 4 3 83.75 6 5 8 4 3 5 83.75 8 3 8 4 3 5 87.75 _8 7 5 4 3 87.75 , 3 4 3 87.75 6 5 8 4 3 5 87.75, 8 3 8 4 3 5 91.75 7 5 4 3 91.75 7 3 4 3 91.75 7 6 10 4 3 5 91.75 7 3 10 4 3 5 95.75 7 5 4 3 95.75 7 3 4 3 I 95.75 7 6 10 4 3 5 95.75 7 3 10 4 3 6 36.75 x 79.75 6 4 4 3 37.50 x 79.75 8 3 8 4 3 5 71.76 x 79.75 8 6 8 4 3 5 36.75 x 79.75 6 3 4 3 38.75 x 79.75 83.76 87.75 91.75 95.75 6 4 6 4 7 6 7 5 7 5 4 3 4 3 4 3 4 3 4 3 83.75 6 4 4 3 83.75 8 3 4 3 83.75 8 5 9 4 3( 5) 83.75 8 3 8 4 3 5 87.75 7 5 4 3 87.75 7 3 4 3 87.75 6 5 9 4 3 5 87.75 7 3 10 4 3 5 91.75 7 5 4 3 91.75 7 3 4 3 91.75 7 8 10 4 3 5 91.76 7 3 10 4 3 5 95.75 7 5 4 3 95.75 7 3 4 3 95.76 7 6 10 4 3 5 96.75 7 3 10 4 3 5 APPROVED ANCHOR TYPES; 1. 1/4" ELCO TAPCONS 2. 1/4" ELCO SS4 CRETE-FLEX MASONRY ANCHORS 3. #12 SCREWS (G5) 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE SOLUTION ON SHEET 8. w1o•ucr t r%1 0 r r•pblq..M t Mali RAT.' Cede L •• O•b II 1'%nkel Mao Y cn &-5 0_7 0 W Z U. O Z W 2 In } � A 2N W 0 10 0 LL O 0 H /Z 0 ❑ W 2X WOOD BUCK. NOTE 2 1 3/8" MIN. 3.4 KSI MIN. CONC. 1 X WOOD BUCK, NOTE 2 1/4" MAX. wSHIM f�� ANCHOR EXT. 1- 44111 TYPE 2 OR 3. • • •• • NOYE1•• �.•1:3OR HEAD (WOOD'. •.•••c • • , 1.3/8" • • S.IM MIA1• • • •ANCHORIt1ci • 1001451 ••• TYPE••')9•VOTE 1 • 2XW••• BUCe111,112 DOOR JAMISIWOOD) EXT. 91,4 NOTE 1 • EXt. • • •1. WOOD BUCK, -• • NOTE 2 1 3/4" I MIN E.D. 1 3/4"..I MIN E.D.- 1 3/8" TYPE 1 1 3/4" TYPE 2 1/4" MAX. SHIM CONC. ANCHOR, NOTE 1 DOOR HEAD (CONC) 11/4" TYPE 1 OR 2 (CMU) ( 1 3/" TYPE 1 (CONC) 1 3/4" TYPE 2 (CONC) SIDE LITE HEAD (WOOD) SIDE LITE HEAD (CONC) ".11 114" TYPE 1 OR 2 (CMU) 1/4" MAX. SHIM 1 3/8" TYPE 1 (CONC) 1 3/4" TYPE 2 (CONC) 2X WOOD BUCK, NOTE 2 EXT. 3.4 KSI MIN. CONC. 1X WOOD BUCK, NOTE 2 I F 1 3/4" .I--1 3/4" MIN. E.D. EXT. 1 3/8" TYPE 1 1 3/4" TYPE 2 1/4" MAX. SHIM CONC. ANCHOR, NOTE 1 DOOR JAMB (CONC) WOOD ANCHOR, TYPE 2 OR 3 NOTE 1 CONC. ANCHOR, NOTE 1 1/4' MAX. EXT. SHIM /� _ Ky AY'Vsl'2'leu141 A�� n 3/8" MIN. 2X WOOD BUCK, NOTE 2 DOOR SILL (WOOD) NOTE 3 1/4" MAX. 1 3/8" TYPE 1 1 3/4" TYPE 2 „ MIN.ED.��3.4KSIMIN.CONC. I DOOR SILL (CONC) — F 1/4" MAX. SHIM 1 3/4" MIN. E.D. L "• •' 1 3/4" MIN. E.D. 1.5 KSI MIN. CMU OR 2X WOOD BUCK, NOTE 2 3.4 KSI MIN. CONC. SIDE LITE JAMB (WOOD) 1 3/8' MIN. CONC. ANCHOR, NOTE 1 EXT. w000 ANCHOR. TYPE 2 OR 3. NOTE 1 WOOD ANCHOR TYPE 2 OR3,NOTE 1 1 3/8" MIN. —1/4" MAX. SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 1 3/4" MIN. E.D. 1.5 KSI MIN. CMU OR 3.4 KSI MIN. CONC. is 1 3/4" MIN. E.D. 1X WOOD BUCK, NOTE 2 EXT. SIDE LITE JAMB (CONC) CONC. ANCHOR. NOTE 1 1X WOOD BUCK, NOTE 2 1/4" MAX. SHIM 1 3/8" MIN. 2X WOOD BUCK, NOTE 2 SIDE LITE SILL (WOOD) 1/4" MAX. SHIM 3/8" TYPE 1 3.4 KSI MIN. :� + e' ` "...1 3/4" TYPE 2 CONC. SIDE LITE SILL (CONC) 1 3/4' - MIN. E.D. NOTES: 1. FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4" TAPCONS EMBEDDED 1 3/8" MIN. (TYPE 1) OR 1/4" SS4 CRETE-FLEX EMBEDDED 1 3/4" MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1 3/4". FOR WOOD INSTALLATIONS USE #12 SCREWS, G5 (TYPE 3) OR ELCO 1/4" SS4 CRETE-FLEX ANCHORS EMBEDDED 1 3/8" MIN. (TYPE 2). 2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. 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 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) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. Meatier wvrm rnmapIslegarlft !1•elr& WA! sub vw0.1(�-os7. •T-y flMwrin.r. 1 v l i {t (1 gar mew imam 4 cO a•0 J z 0 0 W W 0 z 0 00 u) Q 22 N W ANCHORAGE DETAILS 0 a <n t_ 0 /n ors cc u- W 0 O 0 u_ 0 0 co z 0 �LL IP . $ht I;f ag si T2. •) N �: LY 2 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 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 RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Series "AW-740" Aluminum Awning Window - L.M.I. APPROVAL DOCUMENT: Drawing No. MD-AW740LM, titled "Awning Window Details - LM & SM", sheets 1 through 10 of 10, dated 08/08/12, with revision A dated 05/15/15, 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. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.m is midade.eov/economy 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. INSPECTIM. A.00py of this entire NOA shall be i provided to the user by the manufacturer or its distributors and sjIbe available for inspection at the job Site at the request of the Building Official.' This NOA evises NIA# 12-1218.07 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval doctjn int 1.lentioned above. The submitted doetunentation was reviewed by Manuel Perez, P.E. MIAMI•DADE COUNTY APPROVED NOA No. 15-0519.11 t ' Expiration Date: April 11, 2018 :Approval Date:' July 16 2015 Page 1 SHOP DRAWING DOCUMENT REVIEW THESE DOCUMENTS HAVE BEEN REVIEWED FOR CONFORMANCE WITH THE DESIGN CONCEPT AND INTENT AND GENERAL COMPLIANCE WITH THE CONTRACT DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS, FABRICATION AND CONSTRUCTION METHODS AND COORDINATION OF THIS TRADE WITH 4U. OTHER APPLICABLE TRADES. APPROVED AS SUBMITTED APPROVE, AS NOTED CI REJECTED / RESUBMIT U DATE:4I 3QI, REVIEWED BY: JUAN FERNANDEZ-BARQUIN, P.E. STRUCTURAL ENGINEERS / THRESHOLD INPECTORS 2520 NW 97 Ave., Suite 240 Dural, Florida 33172 Phone: 786-336-0881 Fax: 786-336-0884 . ♦•• • • • • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 12-1218.07) 2. Drawing No. MD-AW740LM, titled "Awning Window Details — LM & SM", sheets 1 through 10 of 10, dated 08/08/12, with revision A dated 05/15/15, 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 a series CA740P aluminum projected (awning) window, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL-7061, dated 10/03/12, signed and sealed by Marlin D. Brinson, P.E. (Submitted under previous NOA No. 12-1218.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated 05/16/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. .. ... . . . . . .. • • • . . .. ... .. • • . .. • ... . ... ... • • • • • . • . • • . . •. . • .. . • • • • • • . • • .. . . .. • • • • .. . ... . . . . ... • • • • . •. •. . • • • . . ... • . . • . . . . • . • 0 • • .. .. • • • .. .. ... . . . ... • • E-1 Manue Pere '.E. Product Control E ; ner NOA No. 15-0519.11 Expiration Date: April 11, 2018 Approval Date: July 16 2015 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5'h Edition (2014), dated May 16, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 12-1218.07, issued to PGT Industries for their Series "AW- 740" Aluminum Awning Window - L.M.I." approved on 04/11/13 and expiring on 04/11/18. ....... . .. .. • • • . . .• • . .. •.. ... . • . •. • ... . ... ... . • • • . • . . • . . . • .. •. . . •. •. . .• . . . .. . •• .. . • . •. .. . ... • . . . .. . • . •. •. •. • • • . •... . •. . . •. . •. • ..• .. •. •. • . • • • • . .. E-2 Mai uel P , P.E. Product Control +, miner NOA No. 1 - ' 519.11 Expiration Date: April 11, 2018 Approval Date: July 16 2015. • GENERAL NOTES: SERIES 740 IMPACT -RESISTANT AWNING WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLE 3, SHEET 4. 4) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON TABLE 3, SHEET 4. NARROW JOINT SEALANT 1S USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST /WE WINDLOADS.CORRE$PONDING TO THE REQUIRED DESIQV P@tSSUQE;TI'jE s3-1/3% STRESS INCREASO NAS91/Oj BEEN t:SErg•I TtIc DESIGN OF THIS PRODUCFI' THE•19.6 LOAD Dt1RATIONCACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIM1tARwTERIQCS S IWL MEtnF{I'. REQUIREMENT$ pF 'p•1E gLQR1PA CUILQIIVICOIMFOR CORROSION F( S1STVICE. • • • ; • • • • • • 9) REFERENCES: TEST REPORTS FTL-7061, 3579, 3580, 3724; ELCO ULTFLAGON NOAt. ELCQ CR .TF#LEXJVOA; ANSI/AF&PA NDS f:OR=IVOOD QQI:STFjUC'tION iIND ADM ALUMINUM DESIGN M4IY04I ; ; ; :.•.; .... . . .... . DESIGN PRESSURE RATING IMPACT RATING VARIES, SEE SHEETS 5-9 RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE 19" MAX. o.C.l 4" MAX. 60" WIDTH 53" VISIBLE LIGHT WIDTH (DLO) ■ NO ANCHOR PAIR REQ'D IF WINDOW IS 27-7/8" WIDE OR LESS (HEAD & SILL) B, SEE SHEET 2 12" MAX. FOR UNITS OVER 39" TALL OTHERWISE 4" MAX. N / i r / / / / / / / / / / \ \ I j\ I I \ \ \ \ 7-- 6" MAX. 23" MAX. O.C. T i i 39" HEIGHT A, SEE SHEET 2 32" VISIBLE LIGHT HEIGHT (DLO) I � L —tr B — 4" MAX. USE ANCHOR PAIR FOR UNITS OVER 27-7/8" WIDE (HEAD & SILL) TYP. ELEVATION OF AWNING WINDOW TABLE 1: Glass Types Sheet # 1 5/16" Lami (1/8" An - .090" PVB - 1/8" An) 5 2 7/16" Lami (3/16" An - .090" SG - 3/16" An) 6 3 7/8" Lami. IG (1/8" An - 7/16" Air - 1/8" An - .090" PVB - 1/8" An) 7 4 7/8" Lami. IG (1/8" T - 7/16" Air - 1/8" An - .090" PVB - 1/8" An) 8 5 7/8" Lami. IG (3/16" An - 1/4" Air - 3/16" An - .090" SG - 3/16" An) 9 6 7/8° Lami. IG (3/16" T - 1/4" Air - 3/16" An - .090" SG - 3/16" An) 9 PVB"= BUTACITE`'1'yB BY KURARAY AMERICA, INC. SG"= SENTRYGLAS Y KURARAY AMERICA, INC. GENERAL NOTES 1 ELEVATION 1 GLAZING DETAILS 1 INSTALLATION 2 ASSEMBLY TUBE DETAILS 3 ANCHOR SPECIFICATIONS 4 ANCHOR QUANTITIES 4 DESIGN PRESSURES 5-9 ASSEMBLY DETAILS/BOM 10 `'441111/tl/rr \\\NO.. ...... �'�ii No. 53705 •. 'r STAfE OF ' (V: /,% �nNAL � LI \\\ ///1111414' A. LYNN MILLER, P.E. P.E.# 58705 5/16" LAMINATED GLASS STACK 1/8" ANNEALED GLASS EXTERIOR a u1 lk 11J18' GLASS BITE /A 0 GLASS TYPE 1 .090' BUTACITE PVB BY KURARAY AMERICA, INC. 7/8" NOM. GLASS STACK 1/8" ANNEALED GLASS 7/16' AIRSPACE 1/8" ANNEALED OR , TEMPERED GLASS 0 EXTERIOR a® 7/8" NOM. GLASS STACK 1/A" AIRSPACE 3/16" ANNEALED OR TEMPERED GLASS 7/16" LAMINATED �I GLASS STACK Ij 3/16" ANNEALED GLASS EXTERIOR a .090" SG® BY KURARAY AMERICA, INC. 3/16" ANNEALED GLASS 4 11116" GLASS BITE GLASS TYPES 2 5/16" LAMINATED GLASS STACK 1/8" ANNEALED GLASS .090" BUTACITE®PVB BY KURARAY AMERICA, INC. 1/8" ANNEALED GLASS 11/16" GLASS BITE GLASS TYPES 3 & 4 7/16" LAMINATED GLASS STACK 3118" ANNEALED GLASS .090' SG®BY KURARAY AMERICA, INC. 3/16" ANNEALED GLASS 4 11/16" GLASS BITE GLASS TYPES 5 & 6 Revised By: Dote: Revision 8: Revised 8y: LM Date: Revision A: 5/15/15 5TH EDITION (2014) FBC UPDATE PRODUCT REVISED as complying wish the Florida Building Code Acceptance No _ Y .'iralion Date -3Y IVIivtli i ade Product Con 0)8 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Description: GENERAL NOTES & ELEVATION Drown By: J ROSOWSKI Title: AWNING WINDOW DETAILS - LM & SM Date: 08/08/12 CERT. OF AUTH. #29296 Series/Model: AW-740 Scale: NTS Sheet: 1 OF 10 Drawing No. M D-AW740LM Rev: A INSTALLATION OPTION 1 INSTALLATION ANCHORS INTO 2X WOOD. AS REQUIRED PER TABLE 3, SHEET 4 EDGE DISTANCE FOR SNUBBER REQUIREMENTS, SEE TABLE 4, SHEET 4. JAMB HARDWARE WINDOW HEIGHT BUCK HEIGHT VISIBLE LIGHT HEIGHT (DLO) T EXTERIOR a .• ••• • • • • • • • •• .•• ATTACHED TO FRAME & VENT JAMB ATTACHED TO FRAME JAMB ATTACHED TO VENT JAMB AXISsa EDGE DISTANCE EMBEDMENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 4. ATTACHED TO FRAME JAMB ATTACHED TO VENT JAMB ATTACHED TO FRAME JAMB ATTACHED TO FRAME JAMB - vI i m 0 00 ittfli-7.' .141 A-- Q •• � :.. MN" COO 1""" TYP. ANc HOWPE, • EMBEDMENT ANDiDGE • • DISTANCE PER S+ISBST:IATE, : : SEE TABLE. SH 1`T 4. •. • ..• INSTALLATION b}�TrON'i :•1 • •UI;•EMENT . .. INSTALLATION ANCHOFf TI O0H: : : :VERTICAL SECTION B-B 1X BUCKSTRIP INT0911ASONRY! • • • • • • • • •. .CONCRE'TE PER ANCHOR • • d • A EDGE DISTANCE EMBEDMENT OPTIONAL ADDON FLANGE @ HEAD, SILL & JAMBS NOTES: CONCRETE/CMU PER ANCHOR REQUIREMENT >� 1/4" MAX SHIM INSTALLATION OPTION 2 INSTALLATION ANCHORS DIRECTLY INTO MASONRY. 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 3, SHEET 4. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. I I ATTACHED TO VENT SILL 35-3 "l SEE DETAIL —oft __ A1, BELOW 2) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL. UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. MAXIMUM SHIM THICKNESS TO BE 1/4". 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET. 1/4" MAX SHIM 4 EMBEDMENT 1 ATTACHED TO FRAME SILL VISIBLE LIGHT WIDTH (DLO) WINDOW WIDTH BUCK WIDTH HORIZONTAL SECTION A -A INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL. t I ATTACHED TO VENT SILL L — }► SEE DETAIL A2, BELOW NOTES: 1) WHEN INSTALLING COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10" MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW: Additional Anchors Required on each Side of the Frame Assembly Tube (FAT) Vertical FAT Window Wirth Anchor Type A B, C & D 17" - 22.9" 0 0 23" - 25.9" 0 1 26"+ 1 1 I— us 0 Y Window Height Anchor Type A 0 B, C & D 17"-22.9" 23"-25.9" 0 1 26"+ 1 1 #12 STEEL SELF -DRILLING SMS, SEE TABLE 3, SHEET 4. DADE APPROVED MULLION, ALUMINUM, STEEL FRAMING OR STEEL STUD. EXTERIOR VISIBLE LIGHT FORMULAS WIDTH: WINDOW WIDTH - 7 HEIGHT: WINDOW HEIGHT - 7 `\\\\tttlllr!!//// ;t Nos 53705 r4.) t•' ��t`�,' •, /LOR\OA•' A illY1, N MI4062, P.E. P.E.# 58705 ct/ Revised By: Dote: Revision B: Revised By: LM Dote: Revision A: 5/15/15 REV. ROTO SCREWS PRODUCT REVISED as complying with the Florida Building Code 4„.. t9.1f Acceptance No Mpiration Date By Mi. Dade Product'Con 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Description: GENERAL NOTES & ELEVATION Drown By: J ROSOWSKI Title: AWNING WINDOW DETAILS - LM & SM Dote: 08/08/12 CERT. OF AUTH. #29296 Series/Model: AW-740 Scole: NTS Sheet: 2 OF 10 Drawing No. M D-AW740LM Rev: A AWNING (X) WINDOW HEIGHT WINDOW WIDTH 740 SERIES AWNING EXTERIOR WINDOW FOR SINGLE UNITS: 1) DETERMINE YOUR WINDOW SIZE AND GLASS. 2) KNOWING YOUR ANCHOR TYPE AND SUBSTRATE, DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. 3) FROM SHEETS 5-9, FIND THE SHEET FOR YOUR GLASS TYPE. FIND THE PRODUCTS DESIGN PRESSURE FROM THE TABLE LABELED "DESIGN PRESSURE (PSF) FOR SINGLE WINDOWS, ALL ANCHOR GROUPS". 4) DIMENSIONS SHOWN ARE WINDOW. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH CelelERiI-jr ; DIMENSION SHOWNq'J .•; TABLES. • • • • •• ••• •• 5) USING THE TABLE LABELED "WINDOW ANCHORS REQUIRED. (TABLE 2, SHEET:I),DE1 RMINg ; THE NUMBER OF AnCHCS • ; C NEEDED IN THE F4 AD, SILL AND• JAMBS OF YOUR WINDOW. 6) INSTALL AS PER ti.r : . • INSTRUCTIONS ON SIIEE:2� ; ;•; • •• •• • • ••. • • • AWNING / AWNING (XX) 740 SERIES AWNING WINDOW FIGURE 1: 10", SEE NOTE 7, THIS SHEET A l- 10", SEE NOTE 7, THIS SHEET 1 740 SERIES AWNING WINDOW FRAME ASSEMBLY TUBE EXTERIOR I 740 SERIES AWNING WINDOW MIN. # 12 X 1" SMS THROUGH INSTALLATION HOLES FRAME ASSEMBLY TUBE HORIZONTAL SECTION C-C 740 SERIES AWNING WINDOW AWNING / CASEMENT / FIXED CASEMENT (XXO) MIN. # 12 X 1" SMS THROUGH INSTALLATION HOLES FIGURE 2: r EXTERIOR D 740 SERIES AWNING WINDOW FRAME r� ASSEMBLY TUBE 740 SERIES CASEMENT WINDOW' FRAME ASSEMBLY . E TUBE 740 SERIES FIXED WINDOW" -`a... 'SEE PRODUCTS NOA FOR INSTALLATION SPECS FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION D-D ... •• a) CIE:ERMINE EACH INDIVIDUAL WINDOW TYPE, SIZE AND GLASS MAKEUP, SEE FIGURES 1 & 2, THIS SHEET. DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. • • • • • • 2) FROM SHEETS 5-9, FIND THE SHEET FOR YOUR GLASS TYPE. 740 SERIES AWNING WINDOW FRAME ASSEMBLY TUBE 740 SERIES CASEMENT WINDOW' EXTERIOR 740 SERIES CASEMENT WINDOW FRAME ASSEMBLY TUBE MIN. # 12 X 1" SMS THROUGH 6 THE FRAME ASSEMBLY TUBE IS NOT INSTALLATION REQUIRED TO BE CLIPPED TO THE HOLES SUBSTRATE. ALL EXTERIOR JOINTS TO BE SEALED BY INSTALLER. PRODUCT REVISED as complying with the Florida Building Code p JCl Acceptance No 15- Expiration Date ��5i If FRAME ASSEMBLY TUBE NOTES: 1) DIMENSIONS SHOWN ARE WINDOW DIMENSIONS FOR EACH INDIVIDUAL WINDOW. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 2) ANY 740-SERIES PRODUCT (CASEMENT, AWNING OR FIXED CASEMENT) MAY BE ATTACHED TO THE FRAME ASSEMBLY TUBE. FOR ALL WINDOWS, USE THE WINDOWS NOA FOR ANCHORAGE, SIZE AND DESIGN PRESSURE LIMITATIONS. 3) ALL WINDOWS IN THE COMBINATION UNIT MUST BE ABLE TO INDIVIDUALLY COMPLY WITH THE REQUIREMENTS OF THEIR RESPECTIVE NOA. 4) FRAME ASSEMBLY TUBE TO BE FASTENED TO WINDOW, AS SHOW IN DETAILS, WITH MIN. #12 X 1" SHEET METAL SCREWS. USE THE SAME SPACING AND QUANTITY AS THE OPPOSITE FRAME MEMBER. 740 SERIES FIXED CASEMENT WINDOW VERTICAL SECTION E-E • • 48) FIND IHE4)ESIGN PRESSURE FROM THE TABLES LABELED "DESIGN PRESSURE (PSF) FOR WINDOWS ATTACHED TO A VERTICAL FRAME ASSEMBLY TUBE" OR "DESIGN PRESSt?R4 (ISSF) FOR WINDOWS ATTACHED TO A HORIZONTAL FRAME ASSEMBLY TUBE", DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED. THIS :MIS -CBE C:O E FOR EACH WINDOW IN THE ASSEMBLY, AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY. DIMENSIONS SHOWN ARE WINDOW. FOR • SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. V USING TJ-IE TABLE LABELED "WINDOW ANCHORS REQUIRED" (TABLE 2, SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF • `SOUR WINDOW. • • • • 4JN:tAL•I:AS PER THE INSTRUCTIONS ON SHEETS 2-3. NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED (SEE SHEET 2), AND THAT MIN. # 12 X 1" ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE (SEE DETAILS ON THIS SHEET). 5) THE FRAME ASSEMBLY TUBE MAY NOT EXCEED 62" IN LENGTH (AS USED IN A 63" FLANGED WINDOW) OR BE USED IN TEE OR CROSS CONFIGURATIONS. 7) FOR ALL COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10" MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW: Addtional Anchors Required on each Side of the Frame Assembly Tube (FAT) Vertical FAT Window Width Anchor Type A B, C & D 17" - 22.9" 0 0 23" - 25.9" 0 1 26"+ 1 1 i- tat. 0 . 1 Window Height Anchor Type A I B, C & D 17" - 22.9" 0 0 23" - 25.9" 0 1 26"+ 1 1 0 4, W W 0 Z 0 0 Z co ots J Q W 0 0 Z_ 0 Z ti Q Q a F- ° Z CERT. OF AUTH. #29296 `01 t 1 1 : 1.11I1 \\\\ C�� IYNN �9/,/��% \ 0 4 i .„‘•�,� �\GENSA . >' No. 58705 TSTATE OF R• '• CORIO'•••• )%s �, ''Ot\ E,, A1NH MI1lLE�1 P-E. P.E.# 58705 • TABLE 2. Window Anchors Required Window Width (in) under 23" 25-15/16' 27-7/8' 30-3/4" 32" 34' 37" 46" ' 53-118" ' 60' Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A B C&D A B C&D A B C&D A B C&D A B C&D A 8 C&D A B C&D A B C&D A B C&D A B C&D co '6 i Jamb 2 2 2 2 2 2 2 2 2 2 2 2 r 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 under 23" Head/Sill L 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 6 4 6 6 4 25-15116" Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Head/Sill 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 4 6 4 4 6 4 6 6 4 39" Jamb 3 3 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 Head/Sill 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 4 6 4 6 6 4 6 8 4 50518" Jamb 4 5 4 4 5 4 4 5 4 4 6 4 5 6 4 5 6 4 5 6 4 5 6 4 Head/Sill 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 4 6 4 60„ Jamb 5 6 4 5 6 4 5 7 4 6 7 4 6 7 4 6 7 4 6 7 4 HeadlSill 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 63"Head/Sill Jamb 5 6 4 5 7 4 6 7 4 6 7 4 6 7 4 6 7 4 6 7 4 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 67" Jamb 5 7 4 6 7 4 6 7 4 6 8 4 6 8 4 6 8 4 Head/Sill 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 4 72" Jamb 6 7 5 6 8 5 6 8 5 7 8 5 7 8 5 Head/Sill 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 76" Jamb t 6 7 5 7 8 5 7 9 5 7 9 5 HeadlSill 2 2 2 2 2 2 2 2 2 4 4 4 84" Jamb 7 8 5 7 9 5 8 10 5 Head/Sill 2 2 2 2 2 2 2 2 2 USE THIS TABLE FOR ALL WINDOWS PER THE ELEVATIONS ON SHEET 1. DIMENSIONS SHOWN ARE WINDOW TIP -TO -TIP. FOR SIZES NOT SHOWN, OR HEIGHT DIMENSION SHOWN ON THE TABLE. TABLE 3: Group Anchor Substrate Min. Edge Distance Min. O.C. Distance Min. Embedment Anchor Plate Required? 1/4" steel Ultracon Hollow Block 1' 6' 1-1/4" No A S. Pine 5/8" 1' 1-318' No #14, steel SMS (G5) 6063-T5 Alum. 3/8" 5/8" .050" No or #14, 410 SS SMS A36 Steel 3/8' 5/8' .050" No A653 Stud, Gr. 33 3/8" 5/8" .035', 20 Ga. No B #12, steel SMS (G5) or #12, 410 SS SMS S. Pine 5/8" 1' 1-3/8" No 6063-T5 Alum. 318" 5/8" .050" No A36 Steel 3/8" 5/8" .050" No A653 Stud, Gr. 33 3/8" 5/8" .035', 20 Ga. No C 1/4" steel Ultracon 2.85k Concrete 2-1/2" 4' 1-3/8" No 2.85k Concrete 1" 4' 1-3/4' No Hollow Block 2-1/2" 5' 1-1/4" No #12, steel SMS (G5) or #12, 410 SS SMS S. Pine 5/8" 1" 1-3/8" Yes 6063-T5 Alum. 3/8' 5/8" .0713' Yes A36 Steel 3/8" 5/8" .050' Yes A653 Stud, Gr. 33 3/8" 5/8" .045", 18 Ga. Yes D #14, steel SMS (G5) or #14, 410 SSS M I •• S. Pine 5/8" 1' 1-3/8" Yes 6063-T5 Alum. 3/8" 518' .0713" Yes A36 Steel /8" 5/8" .050" Yes . • . . =\6636tad Gr•33. • 1/8" 5/8' .045", 18 Ga. Yes • 1/4' steel Ul••con • • 2,85& t3onsreie•; • • 1" 4' 1-3/4' Yes . • 2784 Concrete • • €1/2" 4' 1-3/8" Yes Hollow Block 2-1/2" 5' 1-1/4" Yes Filled Block 2-1/2' 4" 1-3/4" Yes 3•&5k doncrete " • .1`. 5" 1-3/4' No • slo:owflock •• 2:1/2` 5" 1-1/4' No • • . • 5/16' steel Ultracon --- - 3.6k Coicrete ' • • 17114` 5" 1-3/4" No Hollow Block 3-1/8' 5" 1-1/4" No Filled Block • • • • •. - 2-1/2' - 5" 1-3/4" No • NOTES: •• . • ... • •• • • 1) ANCHOR MUST EX1 NI:p11/441,IQ111414101; 3 TWEAPS BEYOND ANY METAL SUBSTRATE. 2) ANCHORS MAY Be NEXPIEAD! PAIdHEPS DFe FLATHEAD. EXAMPLE 1: FOR WINDOW COMBINATION SHOWN BELOW; 7/16" ANNEALED SG LAMI. GLASS, 1/4" MASONRY ANCHORS INTO CONCRETE, +70/-80 PSF DP REQUIRED, NO ANCHOR PLATE AWNING ANCHORS: A) FROM TABLE 9, ANCHORS C & D ALLOW A DP OF +70/-90. B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. C) FROM TABLE 2, 4 ANCHORS ARE REQUIRED IN EACH JAMB. C) SIMILARLY, 2 ANCHORS ARE REQUIRED IN THE HEAD & SILL. D) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. E) PER RULES ON SHEETS 2 & 3, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE SIDE OF THE AWNING (HEAD & SILL). FIXED CASEMENT ANCHORS ( SEE SEPERATE NOA): A) FROM TABLE 9, ANCHORS C & D ALLOW A DP OF +70/-83.1. B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. C) FROM TABLE 2B, 5 ANCHORS ARE REQUIRED IN EACH JAMB. C) SIMILARLY, 3 ANCHORS ARE REQUIRED IN THE HEAD & SILL. D) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. E) PER RULES ON SHEET 2, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE SIDE OF THE FIXED CASEMENT (HEAD & SILL). "PVB"= BUTACITECi'VB BY KURARAY AMERICA, INC. "SG"= SENTRYGLAAY KURARAY AMERICA, INC. TABLE 4: PRODUCT REVISED as complying with the Florida Ruilding Code 9141,1 1 Acceptance No Eairalio Dale By Miami : 1 e Product' 1 1 1 o Head Snubber Locations Glass Type: - PVB (Types 1, 3 & 4) SG (Types 2, 5 & 6) None Required 20' max. from each end & 20' max O.C. SAMPLE CONFIGURATIONS: 17.67" 61" ;i i x; 11X5 0 • 0 0 0 ;IX'. /30 X> 0 25" 10" t{ 4" 10" 4" H 20" • 4-+ 20" " 48" Q 0 13.25" 1 4 co 0 o` —5 -0 -7 4,`L-r o,j) % STC( - co u o Z y CERT. OF AUTH. #29296 LY_= Ltl� LIJ; • \C• . • 'Nis.,..•. FLOR\O•' ,K2 ',il ON PA-•' ‘'�\\ A. LYNN MILLER, P.E. P.E.# 58705 FOR GLASS TYPES: /,9 • Design Pressure (psi) br Single Windows, Alt Anchor Groups Window Width under 23' 25-15/16' 1 27-7/8' 30-3/4" 32' 34' 1,--"3T ) 46' , 751- ' 60" rn I g63' g under 23" + +70/- 90 +70/- 90 +70/- 90 +701- 90 +70/- 90 +701- 90 +7 +70/- 90 r 70%90 +70/- 90 •25=15/16'- +70/- 90 +701- 90 +701- 90 +70/- 90 +70/- 90 +70/- 90 '_+701- 90,1 +70/- 90 +70/- 90 +701- 90 39' +70/- 90 +70l- 90 +701- 90 +70/- 90 +701- 90 +70l- 90 +70/- 90 +70/81.1 +70/-71.2 50-5/8" +70/- 90 +70/- 90 +701- 90 +70/- 90 +70/- 90 +701- 90 +70/-89.2 +70/-77.9 80" +70/- 90 +70/- 90 +70/- 90 +70 -86.5 +70/-83.7 +70/-79.6 +70/-74.3 +701- 90 +70/- 90 +70/- 90 +70/-82.3 +70/-79.4 +70/ 75.6 +70/- 70.1 67' +70/- 90 +70/- 90 +70/- 83.5 +70/- 78.3 +70/- 73.4 +/• 69.4 72 +70h 90 +70/-87.2 +70/- 77.4 +1- 69.3 +/- 65.4 76" +701- 90 +70/- 84.8 +70/- 75.2 +1- 65 84' +70/- 90 +70/- 80.4 +70/- 70.8 • d) 5/16"=LAM1 (1/8 AN - .090" PVB - 1/8 AN) "PVB"= BUTACITePVB BY KURARAY AMERICA, INC. L WINDOW HEIGHT 1.„,__WINDOW.,„„1 WIDTH Design Pressure (psi) for Windows Attached to a Vertical Frame Assembly Tube wurdow Width under23' 25.15/16" 27-7/8' 30-3/4' 32" 34" 37" 46' .1:53-1/8"') 60' Ancho Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A 8 C D A B C 8 D A,C&D B All All All All All All x1 A :unde?23" +70/-90 +701.90 +70/90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/90 +70/-90 +70/-90 +70/-90 +70/-90 .,:+70/-90N +70/-90 2515/16' +70/-90 +70/90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70-90 +70/90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 39' +70/-89.9 +70/-70.5 +70/-90 +70/-90 +70/-79.7 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/90 +70/-90 +70/-90 +70/-90 +70/-81.1 +70/-71.2 50.5/8' +/-69.3 +/-54.3 +701-90 +70/-90 +/-61.4 +70/-90 +70/-90 +70/-90 +70/-89.6 +70/-90 +70/-90 +70/-90 +70/-89.2 +70/-77.9 60' +/-58.5 +1-45.8 +7W-84.7 +70/-90 +/-51.8 +70/-81.2 +70/-90 +70/-90 +70/-75.6 +70/-86.5 +70/-83.7 +70/-79.6 +70/-74.3 63' +/55.7 +/-43.6 +701.80.7 +70/-89.5 +/-49.3 +70/-77.3 +70/-90 +70/-90 +70/-72 +70/-82.3 +70/-79.4 +70/-75.6 +70/-70.1 SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. 10" MAX. L WINDOW HEIGHT WINDOW I'..„ WIDTH FRAME ASSEMBLY TUBE ADDITIONAL ANCHOR (4), IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. I 11DLE r . Design Pressure (ps1) br WIndows Attached to a Horizontal Frame Assembly Tube Window Width under 23' 25-15/16" 27-7/8" 303/4' 32" 34" 37" 46' 53-118" 60' Anchor Anchor Anchor Anchor Group Anchor Group Anchor Group Anchor Group AricMcGroup ArKhorGrotp , Anchor Group Group Group Group All All All A.C&D1 B A,C&D B A,C&DI B A B C&D A B C&D A I 8 C&D A B C D t, = g g meter 23' +70/-90 +70/-00 +70/-00 +70/90 +70/-89.4 +701-90 +70/-85.9 +70/-90 +701480.8 +70r90 +70-74.3 +70/90 +701-76.3 +/-59.7 +70 -60 +1-66 +/51.7 +70/-90 +/-68.5 +1-45.8 +70/41.7 +70f-90 25-15/16' +70/-90 +70/40 +701-90 +70/90 +70/40 +70/-90 +70/-90 +701-90 +70/40 +70/84 +70/-90 +701-00 +/-67.6 +70/-90 +701-90 +/-68.5 +701-90 +70/-90 +/51.8 +70/-81.2 +70/-00 +70/-00 39" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +70/90 +70/-90 +70/90 +701.90 +70/-90 +701-00 +70/-89.9 +70/-88.1 +70/-90 +701-77.8 +/-61 +70/81.1 +/88.9 +/-64 +7(Y-71.2 +70/-71.2 50-6/8" +70/-90 +70/-90 +70'-00 +70/-90 +70/-90 +70/-90 +70/-00 +70/-90 +70/-90 +70/80.2 +70F59.2 +70/-89.2 +70/-77.9 +70/-77.9 +70/-77.9 60^ +70/-90 +70/-90 +701-90 +70/.86.5 +70/-86.5 +701.83.7 +70/-83.7 +70170.6 +70/-79.6 +70/-74.3 +701-74.3 +70/-74.3 63' +70/-90 +70/-00 +701-90 +70/82.3 +70/-82.3 +70/-79.4 +70/-79.4 +70/-75.6 +70/-75.6 +70170.1 +70/-70.1 +70/-70.1 67" +70/-90 +701-00,17(035 f7t -76.a +7Q/-76.3 +J0/-73.4 +70/-73.4 +/-60.4 +/-69.4 72" +701-90 +70/-87_2 +7017;4 •3 •'9+i1 i +i-6 : +/45.4 +1-65.4 76" +70/-60 +70/-64.0'• 7o/-t12 ; i- ;1412 • • 84" +70/-90 +70/-80'4 +701-10.8 • • • • • ' • • ••• • ••• • • • • • • • • • • • • • • • • •• •• •• •• •• • • •• • • •• • • •• •• • • • • • • •• • • •• • • • • •• • • • ••• • • • • ••• • • • • •• •• •• • • •• • •• •• •• • • • •• •• NOTES: • • • • • 1) SEE SHEET 4 FOR ADDITIONAL: BMKEtaIGIIPAIICA! •: 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. PRODUCT REVISED as complying with the Florida Building Code , • 0519. �.` Acceptance No � Expiration Date ade ProducfCdn 15 L WINDOW HEIGHT F FRAME ASSEMBLY TUBE 10" MAX. ADDITIONAL WINDOW 1 `-ANCHOR WIDTH I- (4), IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. W U1 0 LLI z U z 11) 0 c, N 00 ki 0 sb 4 0 0 1) w -J -J J 0 co 0 3 LL o � w a 0 a_ cc et 0 c 0 4 t W IC) a Q J 0 1�- z° b q 0 r LL. �0 tn vF- �z 0 ti 0 N rn N0'C' >- r) 0 u7 rh 0J�J 0 X r` z 0 S V CO Vi wz �w 0 O 0 z Z 0 \\\\\11111r1/ //// \�� ONE{ .1 NN. A/�� //�i \ lac i Qa�\CENSF• .'P SIC 4 No. 58705 CERT. OF AUTH. #29296 • AFC •-1-} STATE Of�,s • wf '_ \� ' . FCC)ftti0� • •' `C /S`s/C) tit \� : 1 /A! t YNt1IV115LER, P.E. P.E.# 58705 12,14 FOR GLASS TYPES: • Design Pressure (psi) for Single Windows, All Anchor Groups Window Width under 23" 25-15/1(3" 27-7/8' 30-3/4' 32 34' 3T•' 46' 53.1/8" 60' x g under 23" +901-130 +90/-130 +901-130 +90/-130 +901-130 +90/-130 +90/-130 +93/-130 +901-130 +901-130 25-15116" +90/-130 +901-130 +90/-130 +90/-130 +901-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 39" +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-128.8 50-5/8' +90/-130 +90-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 60- +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 63' +90/-130 +901-130 +90/-130 +90/-130 +901-130 +90/-130 +901-129.6 6T +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 72" +90/-130 +901-130 +90/-130 +90/-130 +90/-130 76" +90/-130 +90/-130 +90/-130 +90/.130 84" +901-130 +90/-130 +90/-130 2) 7/16" LAMI (3/16" AN - .090" SG - 3/16" AN) "SG-= SENTRYGLASbY KURARAY AMERICA, INC. L WINDOW HEIGHT 1.,„,_WI DOW,1 WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. I HOLC U. Design Pressure (pat) br Windows Attached to a Vertical Frame Assembly Tube Window Width udder 23" 25-15/16" , 27-7/8" 30-3/4" 32" 34" 37' • . 46' 53-1/8' 60" Ancho Group Anchor Group Ancho Group Oroup Anchor Anchor Group Anchor Group Anchor Group Ancouphor Gr Anchor Group A B C D A B C&D A,C&D B All All A,C&D B A,C&D B All All A8 of under 23' +70/-90 +70/-90 ' +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 25-15/16' +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +70/90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 39" +70/-89.9 +70/-70.5 +70/-90 +70/-90 +70/-79.7 +70/-90 +70/-90 +70/-90 +70/-90 +7(3/-90 +701-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/90 +70/-90 50-5/8' +/-69.3 +154.3 +70/90 +70/-90 +/-61.4 +70/-90 +70/-90 +70/-90 +70/-89.6 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +70/.90 60" +/-58.5 +/-45.8 +70 -84.7 +70/-90 +/-51.8 +70/-81.2 +70/-90 +70/-90 +70/-75.8 +70/-90 +70/90 +70/-90 +70/-90 +70/-90 +70/-85.4 63" +/-55.7 +/-43.6 +70/40.7 +70/-89.5 +/-49.3 +70/-77.3 +70/-90 +70/-90 +70/-72 +70/-90 +701-90 +70/-90 +70/-88.5 +70/-90 +70/-81.3 TABLE 10: Design Pressure (pst) br Wlndows Attached to a Horizontal Frame Assembly Tube Width Wlndav under 23" 25-15/16" 27-7/g' 30-3/4' t 32" 34' 37" 46" 53-1/6' 60' Anchor Anchor Anchor Anchor Grow Anchor' Group Ancho Group AnchorGroup Anc hor Group Anchor Group Ancho Group Group Group Group B A,C&DI B A,C&D B A B C & D A B C&D A B C&D A B C 1 D AO AU All A,C&OI ' 058.5 +/-45.8 +70/-84.7 +70/-00 under23' +70/-90 +70/-90 +70+-00 +70/-90 +70/-89.4 +70/-90 +70/-85.0 +70/-90 +70/-80.8 +70/-90 +70/-74.3 +70-00 +70/-76.3 +1-60.7 +701-90 +/56 +/-61.7 +70/-90 25-15/16" +70/-90 +70/-90 +70/-00 +70/90 +70/-90 +70/-90 +70/-00 +70/-90 +70/-90 +70154 +70/-90 +70i-00 +/-67.6 +70/90 +70/-90 +158.5 +70/-90 +70/-90 +1.51.8 +70/-81.2 +70/90 +70190 39' +701-90 +70/-00 +70/90 +70/-00 +70190 +70/-90 +70/-90 +70/-90 +70/-00 +701-00 +70/-90 +70190 +70/-90 +70/90 +70/-90 +70/40 +70/-90 +70/-90 +70/-86.2 +70/-81 +70/90 +701-00 o, 505/8" +701-90 +70/-90 +70/-90 +70/-90 +70i-90 +70/-90 +70/90 +70/-90 +70/-00 +70190 +70/-90 +701.90 +70/-90 +70/-90 +70'-90 x 60" +70/-90 +70/-90 +70/-00 +70/-90 +70/90 +70/-90 +70/90 +70/-90 +70/90 +70/-00 +701-90 +70/-90 $ 63" +70/-90 +70/90 +70/90 +70/-90 +70/-90 +70/-90 +70/90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-00 67" +70/-90 +70/-00, +7p-20 tjpl-so +70/40 +70/-90 +70r-90 72" +70/-90 +70/9D .+7Q/ +70/4P .+7D/90. •t?pl4„;+ 1$0 ;+70/-90 +70/-00 76' +70/-90 +70/901: 70(•41/1 :+7p/i) i+7.b/$0 •. 84" +70/-93 +70/-904 +711490 • • • • • . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • •• • • •• • • • • •• • • • • • •••• ••••••• • • • • •• •• • • •• • •• •• •• • • • •• •• NOTES: • • • • • • • • • • 1) SEE SHEET 4 FOR ADDITIONAL:SAtME UNfiGt1R1 110146. : 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. PRODUCT REVISED as complying with the Florida Building Code Acceptance No % iration Date By Miruvi ode Product q olb SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. ADDITIONAL • IWINDOW I _ ANCHOR WIDTH IY-- (4), IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. W co 0 Z 0 Z L() LC) LO rr Q w c1 d N >- ram') N CV [0 ri o o XL z O 0 U m oz . �ci o 0 roz z \11111itrrrr/4"o, v1 LYNrV ICENSF (cp No. 58705 -. * 73 . • 7 T IS . etc/ ORVO1' .taJ` S!UN/�,L ��`N L/1/i1N MILLER, P.E. P.E.# 58705 CERT. OF AUTH. #29296 FOR GLASS TYPES: 8,10 • Design Pressure (psf) for Single Windows, All Anchor Groups Window Width under 23" 25-15/16' 27-7/8' 30-3/4' 32' 34' 3T 46' I 53-1/8' 60- a, i i63' t under 23' +70l- 90 +701- 90 +70l- 90 +70/- 90 +70/- 90 +70/- 90 +70l- 90 +70/- 90 +70/- 90 +70l- 90 25-15/16" +70/- 90 +70/- 90 +70/- 90 +701- 90 +70l- 90 +70/- 90 +701- 90 +70/- 90 +70/- 90 +70l- 90 39• +70/- 90 +70/- 90 +70/- 90 +70/- 90 +70/- 90 +70/- 90 +70/- 90 +70/- 90 +70/-83.2 +70/-73.1 50-5/8• +701- 90 +701- 90 +701- 90 +70/- 90 +70/- 90 +701- 90 +70/- 90 +70/80 60" +70/- 90 +70/- 90 +70/- 90 +70/88.8 +70/-85.8 +70/81,7 +70/-76.2 +70/- 90 +701- 90 +70/- 90 +70/-84.4 +70/81.5 +70/-77.5 +70/-71.9 67" +70/- 90 +70l- 90 +70/85.6 +70/-78.3 +70/- 75.3 +701- 71.2 72" +70/- 90 +70/-89.5 +70/- 79.4 +70/- 71.1 +!- 67.1 76' +701- 90 +70/88.8 +70/- 77.2 +/- 68.6 r 844' +70l- 90 +70/- 62.5 +70/- 72.7 • 3) 7/8" LAMI. IG: (1/8" AN - 7/16" AIR - 1/8" AN - .090" PVB - 1/8" AN) "PVB"= BUTACITE®PVB BY KURARAY AMERICA, INC. 1_ WINDOW HEIGHT �WINDOW� WIDTH If OLL IL. Design Pressure (psl) for Windows Attached to a Vertical Frame Assembly Tube Window Width under 23' 1 25-15/16' 27-7/8" 30-3/4' 32" 34' 37' 46" 53.1/8" 60' Anchor Group Anchor Group Ancho Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A B C D A j B C& D A, C& D B All All All All All All All +70/-90 Window Height under 23' +70/-90 +70190 +70/-90 +70/-90 +70/90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 25-15/16' +70/90 +70/-90 +70/-90 +70/-90 +70/40 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 39' +70/489.9 +701-70.5 +70/-90 +70/-90 +70/-79.7 +70/-90 +701.90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-83.2 +70/-73.1 50-5/8• +/-89.3 +/-54.3 +70/-90 +70/-90 +/-61.4 +701-90 +70/-90 +70/90 +70/-89.6 +70/-90 +70/90 +70/-90 +70/-90 +70/-80 60' +158.5 +/-45.8 +70/-64.7 +70/-90 +/-51.8 +70/-81.2 +70/-90 +701-90 +701-75.6 +70/-68.8 +70/85.8 +70/81.7 +70/-76.2 63' +/55.7 +/-43.6 +70/-80.7 +70/-89.5 +/-49.3 +70/-77.3 +70/-90 +70/-90 +70/-72 +70/-84.4 +701-81.5 +701-77.5 +701.11.9 SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. 10' MAX. -01 L WINDOW HEIGHT TIWINDOW 1 WIDTH FRAME ASSEMBLY TUBE ADDITIONAL ANCHOR (4), IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. IAt3Lt 'I -.3: Design Presslre (psi) tar Windows Attached to a Horizontal Frame Assembly Tube Wlndav Width under 23" 25-15/16' 27-7/8" 303/4" 32" 34" 3T' 46" 53-1/8" 60' Anchor Anchor Anchor AnchaGroup Ant haGroup Anchor Group Anchor Group AnchaGroup Anchor Group Anchor Group Group Group Group Alt AO All A,C&D 8 A,C&D B A.C&D B A 8 C&D A B C&D A B C&D A 8 C 0 I = $ under 23' +70/-90 r +70/40 +70190 +70/-90 +70/-80.4 +701.90 +70/-85.9 +70/-90 +701-80.6 +70190 +70-74.3 +70/-90 +70176.3 +/-59.7 +701-90 r +/. +151.7 +70/-90 +/-58.5 +/-45.0 +70/-84.7 +701-90 25-15/16' +70/-90 +70/-90 +701-90 +70/-00 +70/-90 +701-90 +70/90 +70/-90 +70/40 +70?-84 +70/-90 +70/40 +/-67.6 +70/40 +70/-90 +1-68.5 +701-00 +70/40 +/51.8 +70/-81.2 +70/-90 +70190 39' +70/-90 +70/-90 +70/90 +70/90 +70/90 +70/-90 +701-90 +70/-93 +70/40 +701-90 +70/-90 +70190 +70/-89.9 +701-88.1 +70/-90 +70/-77.8 +1-61 +701-83.2 +/88.9 +/54 +70/-73.1 +70/-73.1 505/8" +70/-90 +70/90 +701-90 +70/40 +70190 +70/-90 +70/90 +70/-90 +70/-90 +70/40 +70/-90 +70190 +701.80 +70/80 +70/80 60' +70/-90 +70/-90 +70/90 +70/438.8 +70/-88.8 +70185.6 +70/-85.8 +70/-81.7 +701-81.7 +70/-76.2 +701-76.2 +70/-76.2 63' +70/-90 +70/90 +70190 +70/-84.4 +70/-84.4 +701-81.5 +70/-81.5 +70/-77.5 +70/-77.5 +70/-71.9 +70/-71.9 +70/-71.9 67" +70/-90 +70/-00 t7014783,+7%78,3 +7.,-75.3 +70/-75.3 +701-71.2 +70/-71.2 72" +70/-90 +70/-e4 rt70/•a5k +70/-79:1 ?7p 71, t70;71; :+/-67.1 +/-67.1 76• +70/-90 +70/-136.8 rt7o/71rg 4/-26.T :+l-eq • . 64' +70/-90 +70/-82.8 0+70A717 • • ' • • • • • • • • • • • • • • • • •• • • • • • • • • • •• • •• • •• • •• •• •• • • • • • • • •• • • • •• • • ••• •• • • • •• • • . • • ••. • • • • .•• • • • • •• •. •• • • • • •. •• •• • • • • • NOTES: • • • • • • • • • • 1) SEE SHEET 4 FOR ADDITIONAL• UMI:L' . d NFIGt1RA1:ONI.. •: 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. PRODUCT REVISED as complying with the Florida Building Code tr� "u Acceptance No in Bapiral•on Date By Mia ' Dade Product' ' trot L FRAME WINDOW ASSEMBLY HEIGHT r 10" MAX. ADDITIONAL r I WINDOW I _ '-ANCHOR WIDTH IT (4), IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. lO CV 0 CO o O W J J_ J Q1r (/) w CC N 0K LM OL o XJ '- z 2 0 ,„0 f/1 0 � > ao 0 0 rs- z z 0 \\111tlllf /l/, \\\� o��'%,�, •�` •��CENSF•• �'p • a, CERT. OF AUTH. #29296 •. ;r - No. 58705 7 (u fIS Lll r? ' T E OF ' - `�\�•' ST / OR10Q . �� C/S',/O N AL A./L/1'11MILLti2: P.E. P.E.# 58705 11 • Design Pressure (psf) br Single Windows, All Anchor Groups • Window Width under 23" 25-15/16' 27-7/8' 30-3/4" 32' 34' 3r 46' 53.1/8' 60' Window Height under 23" +70/90 +70/-90 +70/-90 +70/-90 +70/-90 +70/90 +70/90 +70/90 +70/90 +701.90 25-15/16' +70/90 +70/90 +70/90 +70/90 +70/90 +70/-90 +70/90 +70/90 +70/90 +70/90 39' +70/90 +70/90 +70/90 +70/90 +70/90 +70/90 +70/90 +70/-90 +70/90 +70/-81.2 50- 58' +70/90 +70/90 +70/90 +70/90 +70/90 +70/90 +70/90 +70/88.8 60' +70/90 +70/90 +70/-90 +701.90 +70/90 +70/90 +70/84.6 63' + +70/90 +70/90 +70/90 +70/-0 +70/90 +70/88.1 +70/-79.9 67" +70/90 +70/90 +70/90 +70/-87 +70/83.6 +70/-79.1 72' +70/90 +70/-90 +70/-88.2 +70-79 +70/-74.8 76' +70/90 +70/90 +70/435.8 +701- 74 84" _ +70/90 +70/90 +70/80.8 FOR GLASS TYPES: 4) 7/8" LAMI. IG: (1/8" T - 7/16" AIR - 1/8" AN - .090" PVB - 1/8" AN) "PVB"= BUTACITE®PVB BY KURARAY AMERICA, INC. L WINDOW HEIGHT �WINDOW_,4 WIDTH SEE SHEETS 1 &4FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. IAtiLt )5: Design Pressure (psi) for Windows Attached to a Vertical Frame Assembly Tube window Width under 23" 25-15/16" 27-718' 30.3/4" 32" 34' 37" 46' 53.1/8' 60" Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Ancho Group Anc Groh up Grow Anchor p A B C D A B C& D A, C& D B All All -All Ali A, C& 0 B All All c is x 1 under 23' +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 25-15/16' +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 39' +70/-89.9 +70/-70.5 +70/-90 +70/90 +70/-79.7 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +70/90 +70/-90 +70/-90 +70/-81.2 505/8" +/-69.3 +/-54.3 +70/-90 +70/-90+/-61.4 +70/-90 +70/-90 +70/-90 +70/-89.6 +70/-90 +70/-90 +70/-90 +70/-90 +70/-88.6 +70/-81.4 60" +158.5 +/-45.8 +70/-84.7 +70/-90 +/-51.8 +70/-81.2 +70/-90 +70/-90 +70/-75.6 +70/-90 +70/-90 +70/-90+70/-84.6 63' +/-55.7 +/-43.6 +70/80.7 +70/.89.5 +/-49.3 +70/-77.3 +70/-90 +70/-90 +70/-72 +70/-90 +70/-90 +701-88.1 +70/-79.9 _ SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. TABLE 16: Design Pressure (psi) for Windows Attached to a HoritonIN Frame Assembly Tube Width Window wider 23" 25-15/16" 27-7/8" 30-3/4" 32' 34" 37" 46" 53-1/8" 60" Anchor Anchor AnchorAnchor Group Anchor Grog) AncharGroup Anchor Grow Anchor Group Anchor Group Anchor Group Group Group Group 6 A,C&D B A,C&D B A 8 C & 0 A 8 C&D A L B I. C & 0 A B C & D Ad Al AU A,C&D +1-51.7 +70/-90 +/-58.5 +/-45.8 +70/-84.7 ruder 23" +70/-90 +70/-90 +70/-90 +70/-90 +71Y89.4 +70/-90 +70/85.9 +70/-90 +70/-80.8 +70/-90 +70/-74.3 +70/90 +701-76.3 +/59.7 +70/-90 +1-66 25-15/16" +70/•90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 ` +70/-90 +70/-00 +70/90 +70/84 +70/.90 +70190 +/-67.6 +70 -90 +70/-90 +/58.5 +701-90 +70/-90 +/51.8 +70/81.2 +70/-00 39" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-89.9 +70/-88.1 +70/90 +70/77.8 +701-762 +70/90 +/-68.9 +/54 +70/-81.2 farn 505/8' +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/90 +70/-90 +701.90 +70/-90 +70/-00 +70/-88.8 +70/-81.4 +701.88.8 i 60' +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-84.6 +70/84.6 +70/84.6 8 63" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70'-86.1 +70/-86.1 +701-79.9 +70/-79.9 +70/-79.9 67" +70/-90 +70/-9 h , ;79490. ..70/1137 . +7)/-87• +70/$3.6 +70f83.6 +70r-79.1 +70/-79.1 72' +701-93 +70/10 +70/J8.2 ++►7ar-7{1 • 4049 +70/-74.6 +70/ 74.6 qy)/-74' 76' +70/-90 +70/-909 , +7d-5.f: :+741-71 • , -• r 84" +70/-90 +70/-93r +td.0. B ► • • • • • • • • • .•• •.• • • • • . • • . • • • •• •• •• •• •• •. • •• ••. •• • •• •• •• • • •• .. •• • • • • •• • • • • • ••• • • • • ••• • • • • •. •• •. • • •• • •• •• •• • • • •• •• NOTES: • • • • • • • • • • • •• •• • • • •• •• 1) SEE SHEET 4 FOR ADDITIONAle 6AMPLE CONFI6URATI N9- • 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. PRODUCT REVISED as complying with the Florida Building Code Acceptance No 1 8xpiration Date By- Miam 1 ade Produce 4, rY SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. up to N 0 Qo CERT. OF AUTH. #29296 \\III1 11, \` Vl' NN 41/0/ /110// LENSt: 00. 5B7O5 • c ' • A. LYNN MILLER, P.E. P.E.# 58705 13,13,16 FOR GLASS TYPES: • Design Pressure (psf) for Single Windows, All Anchor Groups Window Width under 23" 25-15/16' 27.7/8' 30.3/4" 32" 34' 37" 1 46' 53-1/8" 1 60" Window Height 1 under 23- +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 25-15/16" +90/-130 +901-130 +90/-130 +901-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 39" +90/-130 +90/•130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 50-518' +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 60' +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +901.130 +90/-130 63" +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +901.130 +90/-130 67' +901.130 +90/-130 +90/-130 +90-130 +90/-130 +90/-130 72" +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 76" +901-130 +90/-130 +90/-130 +90/-130 84' +90/-130 +90/-130 +90/-130 • 5) 7/8" LAMI, IG: (3/16" AN - 1/4" AIR - 3/16" AN - .090" SG - 3/16" AN) 6) 7/8" LAMI. IG: (3/16" T - 1/4" AIR - 3/16" AN - .090" SG - 3/16" AN) "SG"= SENTRYGLAAY KURARAY AMERICA, INC. L WINDOW HEIGHT [...,_WINDOW,1 WIDTH SEE SHEETS 1 &4FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. Design Pressure (psf) for Windows Attached to a Vericel Frame Assembly Tube Window Width under 23" 25-15/16' 27-7/8" 30.3/4' 32' 34" 37' 46' ` 53-1/8' 60" Ancho Group Anchor Group Anchor Group Group Anchor Anchor Group Anchor Group Anchor Grow Anchor Group Anchor Group A B C D A B C & D A,C&D B All All A, C&D B A,C&D B All All All rn / g505/8' ? under 23'.... +70/-90 +70/-90 +70/-90 +70/90 +701.90 +701-90 +70/90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 " +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 25.15/16" +70/-90 +70/-90 +70/-90 +70190 +70/90 +70/-90 +70/-90 +70/90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 39" +70/-89.9 +70/-70.5 +70/-90 +70/-90 +70/-79.7 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +1.69.3 +/-54.3 +70/-90 +70/-90 +/-61.4 +70/-90 +70/-90 +70/-90+70.89.8 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +701.90 60' +/-58.5 +/-45.8 +70/-84.7 +70/90 +/-51.8 +70/-81.2 +70/-90 +70/90 +70/-75.6 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-85.4 63" +/-55.7 +/-43.6 +70/-80.7 +70/-89.5 +1-49.3 +70/-77.3 +70/-90 +70/-90 +70/-72 +70/-90 +70/-90 +70/-90 +70/-88.5 +70/-90 +70/-81.3 E 10" MAX. L WINDOW HEIGHT WINDOW WIDTH FRAME ASSEMBLY TUBE ADDITIONAL ANCHOR (4), IF REQ. i nun 1 a. Design Pmsslfe (psf) for Windows Attached to a Horizontal Frame Assembly Tube Windom WiQh urger 23" 25-15/16" 27.7/8" 30314" 32" 34' 37' 46" 53-1/8" 60' Anchor Anchor Anchor Anchor Group Anchor Group Anchor Group Anchor Group Anthor Group Anchor Group Anchor Group Group Group Group All All All A,C&D B A.C&D B A.C&D B A B C&D A B C&0 A B C&D A B C 0 under 23" +701-90 +701-90 +70/-90 +70/-90 +701-89.4 ' +701-90 +70/-85.9 +70/-93 +70/-80.6 +701.90 +70/-74.3 +701-00 +70176.3 +159.7 +70/-90 +/56 +151.7 +70/-90' +/-58.5 +/-45.8 +701.64.7 +70/-00 25-15/16" +70/-90 +701-90 +701.90 +70/-90 +70190 +70/-90 +70/-90 +701-90 +70/-90 +701-84 +701-90 +70-90 +/-67.6 +70/-90 +701-90 +/58.5 +70190 +70/-90 +/518 +70/-81.2 +70/-90 +70190 39" +70/-90 +70/-00 +70190 +70/-90 +70/90 +70/-90 +70/-00 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-00 +701-90 +70/90 +70/-90 +70/-90 +70/-86.2 +70/-81 +70/90 +701-90 t 505/8" +70/-90 +70/-90 +701-90 +70/-90 +70/-00 +70/-90 +70/-90 +701-90 +70/-90 +701-00 +70/-90 +70190 +70/-90 +70/-00 +70/-90 r 60" +70/-90 +70/40 +701-90 +70/-90 +701-90 +70/-90 +701-90 +701-90 +701-00 +79'-90 +70/-90 +70/-90 g 63' +70/-90 +70/-00 +70/-90 +70/-90 +70/-90 +70/-90 +70/90 +70/-90 +70/-90 +70/-90 +701-90 +701-90 _ 67• +70/-90 +70/-90 it 7cgict f74(90 , +70/-9Q +JQ/-90 +70/-00 +70/-90 +70/-90 72" +70/-90 +70/-9(C p +70Y-0ft j(II-9( 374(-91,1 :701-90 +70/-90 76" +70/-90 +70/A0 ' ; 70/ : 7(Q-0Q 17(=t/ • • 84" +70/-90 +70/-90" +70/-8(1 • • ' • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • •• •• •• •••• •• • •• • •• ••• • • • • ••• • • • • •• • • • • •• • • • • • • • • •• NOTES: • • • • • • • • • • 1) SEE SHEET 4 FOR ADDITIONAIAAMf:it a 1FTOLTRA.TIONS• • • 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. PRODUCT REVISED as colnptying with the Florida Building Code `�-O5.,/ 14• Aeceptance_l�io L")%IjFatlof Date! • , �i .18 By Mia . Dade Product' on SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. WINDOW HEIGHT FRAME ASSEMBLY TUBE 10' MAX. ADDITIONAL I WINDOW I _ ANCHOR 1 WIDTH f (4), IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. 0 LL w O) (1) b• Z In CERT. OF AUTH. #29296 \`\\11t11111///777 \• \\ONY LYNN 711/ �,, `'s ••0CENSF• ��,�'„ ,c- .• No. 5E1705 13 •O•. STA EO•F v i cis.,•'• .(0R%O!'.•' (� s� \'\ OI\AL • X" JS / t#,./LjYm ilL _th, P.E. P:E.# 58705 TABLE 20: Item I Dwg. # f Description I Mat. 1 7002 Main Frame Head, Sill & Jamb 6063-T6 Alum. 2 7071 Anchor Plate 6063-T6 Alum. 3 7003 Sash Top, Bottom & Side Rail 6063-T6 Alum. 4 7008 Frame Corner Key Steel 5 7009 Sash Corner Key Steel 6 7078 Frame Gasket Vinyl Foam 7 7072 Sash Corner Gasket Vinyl Foam 8 7070 Bulb Weatherstrip .187" x .275" Flex PVC 70 10 7024 Maxim Multi -Point Lock Steel 11 7026 Lock Support Plate Steel 12 7014 Multi -Lock Keeper Steel 13 7013 Tie Bar Guide Nylon 14 7015 Tie Bar Assembly Steel or SS 16 7029 Maxim Projected Operator Steel 17 7030 Operator Gasket Vinyl Foam 18 7031 Operator Backing Plate Steel 19 7051 Operator Spacer Block Nylon 21 7034 Operator Track &Slider Steel 22 7023 Projected Hinge, Manuf. by Truth Steel 24 Snubber, Anti -blowout Clip Steel 31 Dura Seal Spacer 32 1713 Setting Block 5/32" x 3/16" x 1-1/4" EPDM 33 1714 Setting Block 5/32" x 7/16" x 1-1/4" EPDM 35 7036 Bead B 6063-T6 Alum. 36 7042 Bead C 6063-T6 Alum. 37 7059 Bead D 6063 T6 Alum. 38 1224 Vinyl Bulb Wstp (Thick) Flex PVC 70 39 1225 Vinyl Bulb Wstp (Thin) Flex PVC 70 50 Dow 899 Silicon Backbedding 60 7006 Screen Frame 3105-H14 Alum. 61 7040 Screen Corner Key Polypropolene 62 Screen Cloth Fiberglass 63 1635 Screen Spline EM. PVC 64 320 Casement Screen Spring Stainless Steel 70 134 Add -on Flange 6063-T6 Alum. 71 7004 Frame Assy Tube 6063-T6 Alum. 72 Maxim Pivot Slider Assembly Steel 80 #8-32 x 1ir Pt Pr. tVlaeh. Scr tYPE•B Stainless Steel 81 1157 #8 x 1/D.Ph. R4. SIGLS • • • • • . Stainless Steel 82 #8 x 5/81"•FI. Ph' SLIT • • • • • Stainless Steel 83 #8x 7/8" F.H. Ph. SMS Stainless Steel 84 #8x 111.141. TEIG•• .:. ". .•. Stainless Steel 85 #8 x 1" QuaV.Pli SMS :. ' : • :: Stainless Steel 86 #8 X 1-1/2"Quad Pn SMS Stainless Steel 87 #l0x 1/2':PI1. Pn.TEK ___ _ Stainless Steel 89 #10-24 xt/1I" Ph:141. 2Y4 F : Stainless Steel 90 #12 x 1';eb. Ph. 1'EK'. • •:. ;• .: Stainless Steel ALL DETAILS SHOWN FROM THE INTERIOR AS REQUIRED PER TABLE 3, SHEET 4 INTERIOR FRAME HEAD, SILL & JAMB #7002, 6063-T6 1.356" ril- 1 14_4 .441" .095" I- .050" ANCHOR PLATE #7071, 6063-T6 1.706" re .865" BEAD B #7036, 6063-T6 .870" re- .172" .050" k+-- .569" BEAD D #7059, 6063-T6 SASH TOP, BOTTOM & SIDE #7003, 6063-T6 .040" .423" •-0] 1.000" FIXED SCREEN FRAME #7006, 6063-T6 .5253" .050" 1-•-• .865" T BEAD C #7042, 6063-T6 .125" .062" 2.701" i .093" FRAME ASSEMBLY TUBE #7004, 6063-T6 .093" 2.203" .093" ADDON FLANGE #134, 6063-T6 • •V No. 58705 MATEOr mil/ J'��C''' LORR1O� • •'��: imilf41411MILEER, P.E. P,E.# 58705 Revised By: Dote: Revision t3: Revised By: Dote: LM 5/15/15 Revision A: NO CHANGE THIS SHEET PRODUCT REVISED as complying with the Florida Building Code rr Acceptance No J- @� iration Date By Mi P ' Product ' : ,t 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 BOM AND EXTRUSIONS Drown By: J ROSOWSKI Title: Dole: AWNING WINDOW DETAILS - LM & SM 08/08/12 CERT. OF AUTH. #29296 Series/Model: Scofe: AW-740 NTS Sheet: Drawing No. 10 OF 10 MD-AW740LM Rev: A DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 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 RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Series "CA-740F Fixed Casement" Aluminum Fixed Window - L.M.I. APPROVAL DOCUMENT: Drawing No. MD-CA740E-LM, titled "Fixed Casement Window Details - LM", sheets 1 through 11 of I I, dated 08/08/12, with revision A dated 05/15/15, 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. INSPEc TION• At cdpy of this entire NOA shall be provided to the user by the manufacturer or its distributdlr and.:14j11 a available for inspection at the job siteat the request of the Building Official. This NOAevtites'NQA# 12-1218.11 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval docut ent ntntioned above. The submitted docton'entation was reviewed by Manuel Perez, P.E. MIAMI•DADE COUNTY APPROVED MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.mia midnde.eov/economy NOA No. 15-0519.15 Expiration Date: April 11, 2018 Approval Date: July 16 2015 Page 1 SHOP DRAWING DOCUMENT REVIEW THESE DOCUMENTS HAVE BEEN REVIEWED FOR CONFORMANCE WITH THE DESIGN CONCEPT AND INTENT AND GENERAL COMPLIANCE WITH THE CONTRACT DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FAR CONFIRMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS, FABRICATION AND CONSTRUCTION METHODS AND COORDINATION OF THIS TRADE WITH ALL OTHER APPLICABLE` TRADES.' APPROVED /AS SUBMITTED APPROVED? AS NOTED REJECTED RESUBMIT DATE:006 REVIEWED 3Y: SFer JUAN FERNANDEZ-BARQUIN, P.E. STRUCTURAL ENGINEERS / THRESHOLD INPECTORS 2520 NW 97 Ave., Suite 240 Doral, Florida 33172 Phone: 786-336-0881 Fax: 786-336-0884 •• ••• , '• • • •• •• •• • ••••• •• •: • • • • • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 12-1218.11) 2. Drawing No. MD-CA740E-LM, titled "Fixed Casement Window Details — LM", sheets 1 through 11 of 11, dated 08/08/12, with revision A dated 05/15/15, signed and d 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 a series CA740F aluminum fixed casement window, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL-7063, dated 09/17/12, signed and sealed by Marlin D. Brinson, P.E. (Submitted under previous NOA No. 12-1218.11) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5(" Edition (2014), dated 05/16/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. .. • • • • • . . . .. • ........ •• • • . . . . ...• • • • •. ▪ •.• •• • • • ..• • • .••• •;• .. . • • • • • . • • • • •• • .••• • • • .. . .. .•. • • • • ••• • • • . • • . . . • • •.. • • . • OOOOO• • •• .. • •. • • ••• • • E-1 ManuelPP.E. Product Control . iner NOA No. 1 -0519.15 Expiration Date: April 11, 2018 Approval Date: July 16 2015 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5h Edition (2014), dated May 16, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 12-1218.11, issued to PGT Industries for their Series "CA- 740F Fixed Casement" Aluminum Fixed Window - L.M.I." approved on 04/11/13 and expiring on 04/11/18. .. •.. • • .• ..... . . .. • ... . ... •. •.. . • ......414 •• .. •.• •• • . • • ••• • .. .•. • .•• • . •• • • • • • • . •• • • • ' • . • • • • • • • • • • .• • • • 1109 • • . • ... • • • ..'•. ••• • • • •..• .. . . . • •• .. • • 4100 . • E-2 71Za/PtilLO • Manuel Pere E. Product Control E er NOA No. 15-0519.15 Expiration Date: April 11, 2018 Approval Date: July 16 2015 GENERAL NOTES: SERIES 740 IMPACT -RESISTANT FIXED CASEMENT WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLE 3, SHEET 4. 4) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON TABLE 3, SHEET 4. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. ' . • . • : . • • • . • . • . • . • 9) REFERENCES;TESICRkPt.1R4SFT4.-7€6 ,,3579, 3580, 3724; ELCO ULTRAOON WA` ELeb CIZETEFLFX NOA; ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. • • ••• • ••• ••• .0. • • • • • • • ••; : • : : • • •. • • •• • • .• •• ;• • . • • .• • • • • . • • •• • •. •• •• • .• • �• • • • • ••• • . • • • .• . . • •• •• • •• • • •.• • • DESIGN PRESSURE RATING IMPACT RATING VARIES, SEE SHEETS 6-10 RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE 4" MAX. 60" WIDTH 53" VISIBLE LIGHT WIDTH (DLO) i �—} B, SEE SHEET 2 1 A 69" VISIBLE LIGHT HEIGHT (DLO) 23" O.C. MAX. IF HEAD OR SILL IS 60" OR LESS. 4" MAX. 19" O.C. MAX. IF JAMB IS OVER 60". 1 A, SEE SHEET 2 23" O.C. MAX. IF JAMB IS 60" OR LESS. 76" HEIGHT 19" O.C. MAX. IF HEAD OR SILL IS OVER 60". TYP. ELEVATION OF FIXED CASEMENT WINDOW TABLE 1: Glass Types Sheet # 1 5/16" Lami (1/8 An - .090" PVB - 1/8 An) 6 2 7/16" Lami (3/16 An - .090" SG - 3/16 An) 8 3 7/16" Lami (3/16 HS - .090" SG - 3/16 HS) 9 4 7/8" Lami. IG (1/8" An - 7/18" Air - 1/8" An - .090" PVB - 1/8" An 10 5 7/8" Lami. IG (1/8" T - 7/16" Air - 1/8" An - .090" PVB - 1/8" An 7 6 7/8" Lami. IG (3/16" An - 1/4" Air - 3/16" An - .090" SG - 3/16" An 8 7 7/8" Lami. IG (3/16" An - 1/4" Air - 3/18" HS - .090" SG - 3/16" HS 9 8 7/8" Lami. IG (3/16" T - 1/4" Air - 3/16" An - .090" SG - 3/16" An 8 9 7/8" Lami. IG (3/16" T - 1/4" Air - 3/16" HS - .090" SG - 3/16" HS 9 "PVB"= BUTACITEOPMB INTERLAYER BY KURARAY AMERICA, INC. "SG"= SENTRYGLAS" NTERLAYER BY KURARAY AMERI Al INC. GENERAL NOTES 1 ELEVATION 1 GLAZING DETAILS 1 INSTALLATION 2 ASSEMBLY TUBE DETAILS 3 ANCHOR SPECIFICATIONS 4 ANCHOR QUANTITIES 4-5 DESIGN PRESSURES 6-10 ASSEMBLY DETAILS/BOM 11 5/16' LAMINATED _el.4 GLASS STACK 1/8" ANNEALED GLASS EXTERIOR a GLASS TYPE 1 7/8' NOM. GLASS STACK 7/16" AIRSPAC 118' ANNEALED OR TEMPERED GLASS .090" BUTACITE PVB BY KURARAY AMERICA, INC. 1/8" ANNEALED GLASS 11/16" GLASS BITE 5/16" LAMINATED GLASS STACK 1/8" ANNEALED GLASS .090' BUTACITE® PVB BY KURARAY AMERICA, INC. 1/8" ANNEALED GLASS 7/16' LAMINATED GLASS STACK 3/16" ANNEALED OR HEAT -STRENGTHENED GLASS .090' SCPBY KURARAY AMERICA, INC. 3/16" ANNEALED OR HEAT -STRENGTHENED GLASS 11/16" GLASS BITE GLASS TYPES 2 & 3 7/8" NOM. GLASS STACK 1 /4" AIRSPACE 3/16" ANNEALED GLASS EXTERIOR 11/16" GLASS a BITE GLASS TYPES 4 & 5 7/8' NOM. GLASS STACK 7/16" LAMINATED GLASS STACK 3/16' ANNEALED OR HEAT -STRENGTHENED GLASS .090" SG BY KURARAY AMERICA, INC. 3/16' ANNEALED OR HEAT -STRENGTHENED GLASS 11/16" GLASS BITE GLASSTYPES6&7 7/16" LAMINATED GLASS STACK 1/4" AIRSPACE 3/16' ANNEALED OR HEAT -STRENGTHENED GLASS 3/16" TEMPERED 090" DUPONT SAYGLASS KURARAY AMERICA, INC. 3/16" ANNEALED OR HEAT -STRENGTHENED GLASS EXTERIOR 11/16" GLASS BITE • a • 111111 ® ® 0 GLASS TYPES 8 & 9 ,\ : �.1GLNSF (l�� Kl � • 0� S 7AE �Ff /• jj7� <<:% F! OFt1DP `" A/./L.IYIJN MIL'IER, P.E. P.E.# 58705 Revised By: Dote: Revision B: Revised By: LM Dote: 5/15/15 Revision A: 5TH EDITION (2014) FBC UPDATE PRODUCT REVISED as complying with the Florida Building Code 15- 05 fly" `-- B Acceptance No B.,ti►ationDate 'r.T"`113, 2ti2 B Minrn itideProducfCon'OP 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Description: GENERAL NOTES & ELEVATION J ROSOWSKI Drown By: Title: Dote: FIXED CASEMENT WINDOW DETAILS - LM 08/08/12 CERT. OF AUTH. #29296 Series/Model: Scale: Sheet: Drowing No. Rev: CA-740 NTS 1 OF 11 MD-CA740E-LM A INSTALLATION OPTION 1 INSTALLATION ANCHORS INTO 2X WOOD. EDGE DISTANCE AS REQUIRED PER TABLE 3, SHEET 4 WINDOW HEIGHT EXTERIOR a VISIBLE LIGHT HEIGHT (DLO) 00 •• ••• • • • • • . • ....... . • • EDGE DISTANCE BUCK HEIGHT •1 •. • • • • ••• • • ••• ••• •• • TYP. ANCHOR TYPE, EMBEDMENT AND EDGE, •. DISTANCE P412 SIJYRATE, • • SEE TABIA 3, SHEET i.: •• • • • • • • •• •• • INSTALLATION OPTION. 3, . INSTALLATION ANCHORS/HROvc 1.: INSTALLATION OPTION 2 INSTALLATION ANCHORS DIRECTLY INTO MASONRY. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 4. NOTES: CONCRETE/CMU PER ANCHOR REQUIREMENT • EDGE DISTANCE EMBEDMENT 4 • OPTIONAL ADDON FLANGE @ HEAD, SILL & JAMBS 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 3, SHEET 4. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 1/4" MAX SHIM SEE DETAIL Al, BELOW 2) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED IX INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL. UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. MAXIMUM SHIM THICKNESS TO BE 1/4". 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET. 1/4" MAX SHIM « • • r' •CONTT•,i PER ANCHOR REQUIREMENT • • ,V. I•• . . 4 4 • 4• ti • 4 • VERTICAL SECTION B-B 1XBUCKSTRIP INTODMAgQNL'.; : : •• •• • • • ••• • • T EMBEDMENT 10" MAX. --1 BUCK WIDTH AS REQUIRED PER TABLE 3, SHEET4 VISIBLE LIGHT WIDTH (DLO) WINDOW WIDTH 05-37 HORIZONTAL SECTION A -A L — SEE DETAIL A2, BELOW NOTES: 1) WHEN INSTALLING COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10" MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW: Additional Anchors Required on each Side of the Frame Assembly Tube (FAT) Vertical FAT Window ` Anchor Type Width A B,CBD 17" - 22.9' 0 0 23" - 25.9' 0 1 21r+ 1 1 fHorizontal FAT [ Window Anchor Type Height A B, C & D 17' - 22.9" 0 0 23' - 25.9" 0 1 26"+ 1 1 INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL. #12 STEEL SELF -DRILLING SMS, SEE TABLE 3, SHEET 4. DADE APPROVED MULLION, ALUMINUM, STEEL FRAMING OR STEEL STUD. EXTERIOR VISIBLE LIGHT FORMULAS WIDTH: WINDOW WIDTH - 7 HEIGHT: WINDOW HEIGHT - 7 AO" ' • 11/4 �I/ �\ No. 58705 zr f ----- -1..) a: r:27:17 O S" ATE Tf= .' �J: A./6/1414 k(ILLER, P.E. P.E.# 58705 .•" • \\CENS ••,(4) i Revised By: Dote: Revision B: Revised By: Dote: LM 5/15/15 Revision A: NO CHANGE THIS SHEET PRODUCT REVISED as complying with the Florida Building Code !d OJlr1 Acceptance No 7' B. �iration Date O i ! By Miami s ade Product- 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Description: GENERAL NOTES & ELEVATION Drawn By: J ROSOWSKI Title: FIXED CASEMENT WINDOW DETAILS - LM Dote: 08/08/12 CERT. OF AUTH. #29296 Series/Model: CA-740 Scale: NTS Sheet: 2 OF 11 Drawing No. Rev: MD-CA740E-LM A 1 FIXED CASEMENT (0) WINDOW HEIGHT WINDOW li WIDTH 740 SERIES FIXED EXTERIOR CASEMENT WINDOW {;, FOR SINGLE UNITS: 1) DETERMINE YOUR WINDOW SIZE AND GLASS. 2) KNOWING YOUR ANCHOR TYPE AND SUBSTRATE, DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. 3) FROM SHEETS 6-10, FIND THE SHEET FOR YOUR GLASS TYPE. FIND THE PRODUCTS DESIGN PRESSURE FROM THE TABLE LABELED "DESIGN PRESSURE (PSF) FOR SINGLE WINDOWS, ALL ANCHOR GROUPS", 4) DIMENSIONS SHOWN ARE TIP -TO -TIP. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON'rn ; •' • TABLES. • o ••; o • •• •• • • • •• 5) USING THE TA ESThtELM "WINDOW ANCHORS REQUIRED" (TABLES 2A & 2B, S1:NTS 4 80), • • • DETERMINE TI.INNU? BER OF • ANCHORS NEED&D IAi THE PIE ;, SILL AND JAMInbF 'OUR • • WINDOW. 6) INSTALL AS PER: -'HP INSTRUCTIONSON••SHP.+ET•2; ;•: • •• •• •• • FIXED CASEMENT / CASEMENT (OX) 740 SERIES FIXED CASEMENT WINDOW FIGURE 1: Z 740 740 SERIES FRAME SERIES FIXED ASSEMBLY CASEMENT CASEMENT TUBE WINDOW WINDOW* i 4 N > AWNING / CASEMENT / FIXED CASEMENT (XXO) FIGURE 2: 10", SEE NOTE 7, T THIS SHEET 740 SERIES AWNING WINDOW -•--D FRAME �•-- `� ASSEMBLY TUBE -••--D L r *SEE PRODUCT'S NOA FOR INSTALLATION SPECS MIN. #12 X 1" SMS THROUGH INSTALLATION HOLES FRAME ASSEMBLY TUBE HORIZONTAL SECTION C-C FOR EACH WINDOW IN A COMBINED ASSEMBLY: 1ZD:TERMINE EACH INDIVIDUAL WINDOW TYPE, SIZE AND GLASS MAKEUP, SEE FIGURES 1 & 2, THIS SHEET. DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. ••• • 2)1Flitery1 SHEETS 6-10, FIND THE SHEET FOR YOUR GLASS TYPE. 3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED "WINDOW ANCHORS REQUIRED" (TABLES 2A & 2B, SHEETS 4 & 5). THIS MUST BE DONE FOR EACH WINDOW IN TAE \SStAABLY, AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY. DIMENSIONS SHOWN ARE T1P-TO-TIP. FOR SIZES NOT SHOWN, ROUND UP TO •T1 !' NE:KT'•AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. MIN. # 12 X 1" SMS THROUGH INSTALLATION HOLES 740 SERIES CASEMENT WINDOW EXTERIOR 740 SERIES CASEMENT WINDOW E FRAME ASSEMBLY _0-E TUBE 740 SERIES FIXED CASEMENT WINDOW 740 SERIES AWNING WINDOW* FRAME ASSEMBLY TUBE 740 SERIES CASEMENT WINDOW" EXTERIOR a 740 SERIES CASEMENT WINDOW' FRAME ASSEMBLY TUBE PRODUCT REVISED as complying with the Florida Building Code l-•." _Q CJ iq• 15 Acceptance No Expiration Date By Miami ►ade Product FRAME ASSEMBLY TUBE NOTES: 1) DIMENSIONS SHOWN ARE TIP -TO -TIP DIMENSIONS FOR EACH INDIVIDUAL WINDOW. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 2) ANY 740-SERIES PRODUCT (CASEMENT, AWNING OR FIXED CASEMENT) MAY BE ATTACHED TO THE FRAME ASSEMBLY TUBE. FOR ALL WINDOWS, USE THE WINDOWS NOA FOR ANCHORAGE, SIZE AND DESIGN PRESSURE LIMITATIONS. 3) ALL WINDOWS IN THE COMBINATION UNIT MUST BE ABLE TO INDIVIDUALLY COMPLY WITH THE REQUIREMENTS OF THEIR RESPECTIVE NOA. MIN. # 12 X 1" SMS THROUGH INSTALLATION HOLES 740 SERIES FIXED CASEMENT WINDOW • • • • 4) USING THE TABLE LABELED "WINDOW ANCHORS REQUIRED" (TABLES 2A & 2B, SHEETS 4 & 5), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YOUR WINDOW. ••• • • 5);1STALL AS PER THE INSTRUCTIONS ON SHEETS 2-3. NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED SI Ifef•7), AND THAT MIN. # 12 X 1" ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE (SEE DETAILS ON THIS SHEET). • • • • • VERTICAL SECTION D-D VERTICAL SECTION E-E 4) FRAME ASSEMBLY TUBE TO BE FASTENED TO WINDOW, AS SHOW IN DETAILS, WITH MIN. #12 X 1" SHEET METAL SCREWS. USE THE SAME SPACING AND QUANTITY AS THE OPPOSITE FRAME MEMBER. 5) THE FRAME ASSEMBLY TUBE MAY NOT EXCEED 62" IN LENGTH (AS USED IN A 63" FLANGED WINDOW) OR BE USED IN TEE OR CROSS CONFIGURATIONS. 6) THE FRAME ASSEMBLY TUBE IS NOT REQUIRED TO BE CLIPPED TO THE SUBSTRATE. ALL EXTERIOR JOINTS TO BE SEALED BY INSTALLER. 7) FOR ALL COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10" MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW: Additional Anchors Required on each Side of the Frame Assembly Tube (FAT) Window Anchor Type w Width A B, C & D u 17"-22.9" 0 0 t 23" - 25.9" 0 1 > 26"+ 1 1 I— Window Anchor Type LL Height A B,C&D I 17"-22.9" 0 0 N 23" • 25.9" 0 1 1 26"+ 1 1 0 LO r -J iu o Z to w in N QTYdIN 0 M � M o X-I z - o. =UCI) vi Z o >a� 0 0 rZ Z 0 CERT. OF AUTH. #29296 \\�1tti11 i//// VIi,LNS• �• 1> Q' ii No. 58705 _j -O '17. ( S"ATE OF ', / r Oj\1Ak.. ` A. 11.14414 P.E. P.E.# 58705 • • • f MDL.0 L. Window Anchors Required (37" and Less on Short Side Dimension) Anchor Type Short Side under 23" 25-15r16" 27-3/4 29" 31-1/2" 33-112" 34" 37" -�1 AB ] C D A B C D A BCD A B CD AB CD ABC -2 0 ABC D A BCD ' 12 Long Side 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2- 2 ---r-- 2 2 2 2 2 2 2 under 23" Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 Long Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 25-15116" Short Side 2 2 2 2 2 2 2 2 •2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3' Long Side 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 35 Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 Long Side 3 3 3 3 3 3 3 3 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 37' Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 Long Side 3 4 3 3 3 4 3 3 4 4 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 44" Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 Long Side 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 6 3 3 4 6 3 3 5 6 3 3 44114" Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 v N C 0 53 118" Long Side 4 5 3 3 4 5 3 3 5 6 3 3 5 6 3 3 5 6 4 3 5 6 4 3 5 6 4 3 5 7 4 3 Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 Long Side 4 6 4 4 5 6 4 4 5 6 4 4 5 6 L. 4 4 5 7 4 4 6 7 4 4 6 7 4 4 8 7 4 4 Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 63, Long Side 5 6 4 4 5 7 4 4 6 7 4 4 6 7 4 4 6 8 4 4 6 8 4 4 6 8 5 4 7 8 5 4 Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 88 13116„ Long Side 5 7 5 5 8 7 5 5 6 7 5 5 6 8 5 5 6 8 5 5 7 8 5 5 7 9 5 5 7 9 5 5 Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 67-1J2" Long Side 5 7 5 5 6 7 5 5 6 8 5 5 6 8 5 5 7 8 5 5 7 9 5 5 7 9 5 5 7 9 5 5 Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 68" Long Side 5 7 5 5 6 7 5 5 6 8 5 5 6 8 5 5 7 8 5 5 7 9 5 5 7 9 5 5 7 9 5 5 Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 70" Long Side 6 7 5 5 6 8 5 5 6 8 5 5 6 8 5 5 7 9 5 5 7 9 5 5 7 9 5 5 8 10 5 5 Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 72 Long Side 6 7 5 5 6 8 5 5 7 8 5 5 7 8 5 5 7 9 5 5 7 9 5 5 7 9 5 5 8 10 6 5 Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 74" Long Side 16 7 5 5 6 8 5 5 7 8 5 5 7 9 5 5 7 9 5 5 8 10 5 5 8 10 5 5 8 10 6 5 Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 76" Long Side 6 8 5 5 7 8 5 5 7 9 5 5 7 9 5 5 8 9 5 5 8 10 6 5 8 10 6 5 8 11 6 5 Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 84" long Side 7 8 5 5 7 9 5 5 8 10 5 5 8 10 6 5 8 11 6 5 9 11 6 6 9 11 6 6 10 12 7 6 Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 114" Long Side 9 12 7 7 10 13 7 7 11 14 8 7 11 14 8 7 12 15 8 8 13 16 9 8 13 16 9 8 14 17 10 9 Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 134" Long Side 11 14 8 8 12 15 9 8 13 16 9 8 13 17 9 9 14 18 10 9 15 19 11 10 15 19 11 10 Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 145" Long Side 12 15 9 9 13 17 9 9 14 18 10 9 15 18 10 9 16 20 11 10 Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 TABLE 3: Group Anchor Substrate Mln. Edge Distance Min. O.C. Distance Min. Embedment Anchor Plate Required? A 1/4" steel Ultracon L Hollow Block 1" 6" 1-1/4" No #14, steel SMS (G5) or #14, 410 SS SMS • • • • S. Pine 5/8" 1" 1-3/8" No 6063-15 Alum. 3/8" 5/8" .050" No A36 §teeL • • a/8" 518" .050" No ; Al53 SiudtGt 3,: 3/8" 518" .035", 20 Ga. No B •� #12, steel S '(CyS� or #12, 410 SS SMS ; -:S. • Pine :•: •6/8" 1" 1-3/8" No ; ta&3-T5•AIum. • • 3/8" 5/8" .050" No A36 Steel 3/8" 5/8" .050" No A653 33_ 5/8" .035", 20 Ga. No '�� • • • • 1/4" steel L&rac�n 5k Coirorete 1/2; 4" 1-3/8" No • 84 CoacreMe S" •• 4" 1-3/4" No • • • •• ock - 1!'' 5" 1-1/4" No #12, steel SMS (G5) or #12, 410 S$$MS S. Pine 518" 1" 1.3/8" Yes 6063-15 Alum. 343" 5/8" .0713" Yes •A',j8 $legl: ' • 3/g' 5/8" .050' Yes 633 atUQ, Gc 33 _ •3/8' , 5/8" .045", 18 Ga. Yes TABLE 3: cont. PRODUCT REVISED h Florida as complying Building Code •5-�7flc Acceptance No`1 , i �8 ,? piration Dat ;T By pti4113 r ade Product i tr 1) USE THIS TABLE FOR ALL WINDOWS PER THE ELEVATIONS ON SHEET 1. DIMENSIONS SHOWN ARE TIP -TO -TIP. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG SIDE DIMENSION SHOWN ON THE TABLE. 3) THE WINDOWS SHORT AND LONG SIDE MAY BE INVERTED. 4) SEE NEXT SHEET FOR ADDITIONAL INFORMATION. Group Anchor Substrate Min. Edge Distance Min. O.C. Distance Min. Embedment Anchor Plate Required? D #14, steel SMS (G5) or #14, 410 SS SMS S. Pine 5/8" 1" 1-318" Yes 6063-T5 Alum. 3/8" 5/8" .0713" Yes A36 Steel 3/8" 5/8" .050" Yes A653 Stud, Gr. 33 3/8' 5/8' .045", 18 Ga. Yes 114' steel Ulracon 2.85k Concrete 1' 4" 1-3/4" Yes 2.85k Concrete 2-1/2" 4' 1-3/8" Yes Hollow Block 2-1/2" 5' 1-1/4" Yes Filled Block 2-1/2" 4' 1-3/4" Yes 1/4" 410 SS CreleFlex 3.35k Concrete 1" 5" 1-3/4" No Hollow Block 2-1/2' 5' 1-1/4' No 5/16" steel Utrecon 3.5k Concrete 1-1/4" 5" 1-3/4" No Hollow Block 3-1/8- 5' 1-1/4' No Filled Block 2-1/2" 5' 1-3/4" i • No 1) ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. 2) ANCHORS MAY BE HEXHEAD, PANHEAD OR FLATHEAD. SAMPLE CONFIGURATIONS: 0 X 0 Jr 0 0 0 1) OPERABLE (X) WINDOWS MAY BE CASEMENT WINDOWS OR AWNING WINDOWS OF THE SAME SERIES. co 0 ;I; CO Q0 W CO N J .,dill! cc L.L 0 w to (21 0.1 CV ? M N -t 0 Lfl M 0 J L 0 X l L O z 0 m L/7 0Z Fw�O > n �z oz 0 I1 \ ;\ oC`NN�C /�� i CERT. OF AUTH. #29296 • f S.A'E(F� l /� 1\1- A. LYNN Iv�ILLER, P.E. P.E.# 56705 i •• •• ••• •i• TABLE 2B: Window Anchors Required (Over37" on Short Side Dimension) Anchor Short Side Type 40" 44" 48-1/4" 53-1/8" 54" 58" 60" 63" 67-1/2" A B C D A B C D A B C D A B C D A B j C D A) B C D A B C D_ A B C I D A B I C D Long Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 j 2 2 2 2 2 2 2 2 2' 2 2 2 2 2 t 2 2 Long Side under 23" Short Side 3 4 3 3 3 4 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 6 4 4 5 6 4 4 5 6 4 4 5 7 5 5 Long Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 25-15/16" Short Side 3 4 3 3 3 4 3 3 4 5 3 3 4 5 3 3 4 6 3 3 5 6 4 4 5 6 4 4 5 7 4 4 6 7 5 5 Long Side 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 35" Short Side 3 4 3 3 4 5 3 3 5 6 3 3 5 6 4 3 5 7 4 3 6 7 4 4 6 8 4 4 6 8 5 4 7 9 5 5 Long Side 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 37" Short Side 3 4 3 3 4 5 3 3 5 6 3 3 5 7 4 3 5 7 4 4 6 7 4 4 6 8 4 4 7 8 5 4 7 9 5 5 44" Side 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 Long Short Side 3 4 3 3 4 5 3 3 5 6 3 3 6 7 4 4 6 7 4 4 6 8 5 4 7 8 5 4 7 9 5` 5 8 10 6 5 44-114" Long Side 5 6 3 3 5 6 3 3 5 6 3 3 5 8 3 3 5 6 3 3 5 6 3 3 5 6 3 3 5 6 3 3 5 8 3 3 Short Side 3 4 3 3 4 5 3 3 5 6 3 3 6 7 4 4 6 7 4 4 7 8 5 4 7 9 5 5 7 9 5 5 8 10 6 5 53-1/8" Long Side 5 7 4 4 6 7 4 4 6 7 4 4 6 7 4 4 8 7 4 4 6 7 4 4 8 7 4 4 6 7 4 4 6 7 4 4 Short Side 3 4 3 3 4 5 3 3 5 6 3 3 6 7 4 4 6 7 4 4 7 8 5 4 7 9 5 5 8 10 5 5 8 11 6 5 58" Long Side 6 8 4 4 6 8 5 4 7 8 5 4 7 8 5 4 7 8 5 4 7 8 5 4 7 8 5 4 7 8 5 4 7 8 5 4 Side 3 4 3 3 4 5 3 3 5 6 3 3 6 7 4 4 6 7 4 4 7 8 5 4 7 9 5 5 8 10 6 5 8 41 6 5 63" Short Long Side 7 9 5 4 7 9 5 5 7 9 5 5 8 10 5 5 8 10 5 5 8 10 6 5 8 10 6 5 8 10 6 5 7 9 5 5 Short Side 3 4 3 3 4 5 3 3 5 6 3 3 6 7 4 4 6 7 4 4 7 8 5 4 7 9 5 5 8 10 6 5 8 11 6 5 ,6613118" Long Side 7 9 4 5 3 5 3 8 4 10 5 6 3 5 3 8 5 10 6 6 3 5 3 8 6 11 7 6 4 5 4 8 6 11 7 6 5 8 11 6 5 8 11 6 5 8 11 6 5 8 10 6 5 4 4 7 8 5 4 7 9 5 5 8 9 5 5 8 11 6 5_ 5 Short Side 3 67 112" Long Side 8 10 5 5 8 10 6 5 8 10 6 5 8 11 6 5 B 11 6 5 8 11 6 5 8 11 6 5 8 11 6 5 8 11 6 Short Side 3 4 3 3 4 5 3 3 5 6 3 3 6 7 4 4 6 7 4 4 7 8 5 4 7 9 5 4 7 9 5 5 8 11 6 5 68" Long Side 8 10 5 5 8 10 6 5 8 11 6 5 9 11 6 5 9 11 6 5 9 11 6 5 9 11 6 5 9 11 6 5 Short Side 3 4 3 3 4 5 3 3 5 8 3 3 6 7 4 4 6 7 4 4 6 8 5 4 7 9 5 4 7 9 5 5 70" Long Side 8 10 6 5 8 11 6 5 9 11 6 8 9 11 6 6 9 11 6 6 9 11 6 6 9 11 6 6 9 11 6 6 Short Side 3 4 3 3 4 5 3 3 5 6 3 3 6 7 4 4 6 7 4 4 6 8 5 4 n 7 8 5 4 7 9 5 5 72" Long Side 8 10 6 5 9 11 6 6 9 11 8 6 9 11 6 6 9 11 6 6 9 11 6 6 9 11 6 8 9 11 6 6 Short Side 3 4 3 3 4 5 3 3 5 6 3 3 5 7 4 4 6 7 4 4 6 8 4 4 7 8 5 4 7 9 5 5 74" Long Side 9 11 6 5 9 11 6 6 9 12 7 8 9 12 7 6 9 12 7 6 9 12 7 6 9 12 7 6 Short Side 3 4 3 3 4 5 3 3 5 6 3 3 5 7 4 4 6 7 4 4 6 8 4 4 6 8 5 4 76" Long Side 9 11 6 6 9 12 7 6 9 12 7 6 9 12 7" 6 9 12 7 6 9 12 7 6 9 12 7 6 Short Side 3 4 3 3 4 5 3 3 5 6 3 3 5 7 4 3 5 7 4 4 6 8 4 4 8 8 5 4 84" Long Side 10 13 7 6 10 13 7 7 10 13 7 7 10 13 7 7 10 13 7 7 Short Side 3 4 3 3 4 5 3 3 5 6 3 3 5 6 4 3 5 6 4 3 114" Long Side 14 18 10 9 Short Side 3 4 3 3 EXAMPLE 1: FOR WINDOW SHOWN BELOW; 7/16" ANNEALED LAMI. GLASS, 1/4" MASONRY ANCHORS INTO CONCRETE, +70/-80 PSF DP REQUIRED, NO ANCHOR PLATE AWNING ANCHORS (SEE SEPERATE NOA): A) FROM TABLE 9, ANCHORS C & D ALLOW A DP OF +70/-90. B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE 1A4S•T41iE•ANCHQR A1I SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. : • • • • • • • • • • • C) FROM TABLE 2, 6 ANCHORS ARE REQUIRED INFAtHattli .• • D) SIMILARLY, 2 ANCHORS ARE REQUIRED IN THE HEAD & SILL, • ••• • ••• ••• • E) DISTRIBUTE ANCHORS FOLLOWING GUIDELMIC+6 FROM EL \ ITICZN Orl .• • . .. .. .. .... F) PER RULES ON SHEETS 2 & 3, INSTALL 1 AobrrioNAL ANCHt R OA THE FFt.AME ASSEMBLY TUBE SIDE OF THE AWNING (HEAD & SILL). • • • •• 000 • • • • 000 • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • 61" 10.6" 1 4" 10" 4" � 4 10" 4"� I I 1 -HI 4" 25" � "+ 20" 20" H 48" 13.25" 1 1 4" • 1) USE THIS TABLE FOR ALL WINDOWS PER THE ELEVATIONS ON SHEET 1. DIMENSIONS SHOWN ARE TIP -TO -TIP. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG SIDE DIMENSION SHOWN ON THE TABLE. 3) THE WINDOWS SHORT AND LONG SIDE MAY BE INVERTED. 4) SEE NEXT SHEET FOR ADDITIONAL INFORMATION. FIXED CASEMENT ANCHORS: A) FROM TABLE 9, ANCHORS C & D ALLOW A DP OF +70/-83.1. B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. C) FROM TABLE 2B, 5 ANCHORS ARE REQUIRED IN EACH JAMB. D) SIMILARLY, 3 ANCHORS ARE REQUIRED IN THE HEAD & SILL. E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. F) PER RULES ON SHEET 2, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE SIDE OF THE FIXED CASEMENT (HEAD & SILL). PRODUCT REVISED as complying with the Florida Building Code 15'0519 Acceptance No Lapiration Date Dade Product 0 0 t1) in -13 0 co o � .15 of i J st W 0 Xr-A_ a A— ;.: 0 .6 I— Z L) O 0 <a NU v CERT. OF AUTH. #29296 , IIII/ .1/ •4 No. 58705 s3AIt`O ' '1/ `' ''.f LOft \Q1\.•' C-• i, r, /OJJ�\i `� `,\\ 'A. LYNNIlIMILLEti, P.E. P.E.# 58705 8,10.1e,I4 FOR GLASS TYPES: • Design Pressure (psi) for Single Windows, Ail Anchor Groups Short Side Cunder23 25-15/16' 27-3/4' 33-1/2' 3T 44' 48.114' C - -r ,.. 58' 63' B N E 'under•23_ 1 +70/-90 +70/-90 +701.90 +70/-90 +70/-90 ' +70/-90 +70/-90 +70/-90.. +70/-90 +70/-90 25-15/16' 90 +70/-90 +70190 +70/-90 +70/-90 +70/90 +70»0 + 1. -: • +70/-90 +70/-90 3T.j �'+701-902 +70/-90 +70/-90 +701.90 +70/-90 +70/-90 +70/-90 +701-84.1 +70/-77 +70/-70.1 44' +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-84.1 +60/-70 +601.87.8 +60/-61.3 48-1/4' +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-84.1 +70/-80.1 +601-70 +60/-63.2 53-1/8' +70/-90 +70✓-90 +70/-90 +70/-90 +70/-84.1 +60/-70 +60/-70 +60/-67.5 58' +70/-90 +70/-90 +70/90 +70/-833.2 +70/-77 +60/-67.8 +60 -63.2 63' +70/-90 +70/-90 +70/90 +70/-76.5 +70/-70.1 +60/-61.3 76' +70/-90 +70/-84.6 +70/-75.7 +/58.9 +1-55.6 84' +70/-90 +70/-80.4 +70/-71.3 +/-54.2 1) 5/16" LAMI (1/8 AN - .090" PVB - 1/8 AN) "PVB"= BUTACITE6PVB INTERLAYER BY KURARAY AMERICA, INC. L SHORT SIDE LONG SIDE 1) SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. 2) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. IAULt_ b: Design Pressure (psi) for Windows Atlached to a Frame Assembly Tube Window Dimension 'A' under 23' 25-15/16' 27-3/4' 33-1/2' 3T 44' 48-1/4' 53-118' 58' 63' Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Ancho Group Anchor Group - All All AU A,C&D B A,C&D B A B C & D A B C8D A B C&D A B C D A B C D in ��ds a i r under 23" +701-90 +70/-90 +70/-90 +70/-90 +70/-82.1 +70/-90 +70/-74.3 +70/-79.7 +1-62.5 +70/-90 +701-72.7 +/-56.9 +70/-90 +/-66.1 +/51.6 +70/-90 +/.60.5 +1-47.4 +70/.87.6 +70/-90 +155.7 +/-43.6 +70/-80.7 +70/-89.5 25-15/16' +70/-90 +70/90 +701-90 +70/-90 +70/-90 +70/-84 +70/-90 +70/-70.7 +70/-90 +70/-90 +1.64.4 +70/-90 +70/-90 +/-58.8 +70/90 +70/-90 +1-53.6 +701-84 +70/-90 +70/-90 +/-49.3 +70/-77.3 +70190 +701-90 37' +70/-90 +70/-90 +70/-90 +70/-90 +70190 +70/-90 +70/-90 +70/-90 +70/-90 +70/90 +70/-90 +70/-88.4 +70/-90 +70/-84.1 +70/-80.5 +70 -84.1 +70/-77 +70/-73.6 +701-77 +70/-77 +70/-70.1 +/-67.6 +70/-70.1 +70/-70.1 44" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-84.1 +701-81.6 +70/-84.1 +70/-90 +70/-84.1 +70/-84.1 +70/-80.1 +70/-74.4 +/97.8 +70/-84.1 +7a.80.1 +601-70 +60/-70 +60/47.7 +60 -61.7 +601-70 +60/-70 +60/-67.8 +60/-63.2 +60/-61.9 +/-56.4 +60/-67.8 +60/-63.2 +60/-67.8 .+60/-63.2 +60/-61.3 +1-57 +60/-61.3 +60/-61.3 48.1/4' +70/-90 +70/-90 53-1/8' +70/-90 +70/90 +70/-90 +70/-90 +70/-90 +701-84.1 +70/-84.1 +60/-70 +60/-70 +60/-70 +60/-70 +60/-70 +60/-70 +60/-67.5 +60/-67.4 +80/-67.5 58' +70/-90 +70/-90 +70/-90 +70/-83.2 +70/-83.2 +70/-77 +70/-77 '+60/97.8 +60/-67.8 +60/-67.8 +60/-3.2 +60/-63.2 +60/-63.2 63' , +70/-90 +70/-90 +70/-90 +70/-76.5 +70/-78.5 +70/-70.1 +70/-70.1 +60/-61.3 +601.61.3 +60/-61.3 76" +70/-90 +70/-84.6 +70/-75.7 +158.9 +/-58.9 +1-55.6 +/-55.6 , 84' +701-90 +70/40.4 +70/.71.3 +1-54.2 +/-54.2 1) THE WINDOWS WIDTH AND HEIGHT MAY BE INVERTED. FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE WINDOW DIMENSION "A" WINDOW DIMENSION 'B' FRAME ASSEMBLY TUBE • • • • • • • AaDITIQ*iA4 RIICHOR (4), IF REQ. SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ',A CIjOaSREQUIRED VIA n4S6EBMBL:0TUBE. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • ••• • • ••• • • • •• • • • •• •• • • • • • • • • • • • • • • • • • • • • •• •• • • SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATION • • • • • • • • • • • • • • • • • • • •• •• • • • • • FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE WINDOW DIMENSION "B" FRAME ASSEMBLY TUBE 10' MAX. ADDITIONAL -� WINDOW ANCHOR DIMENSION (4), IF REQ. "A" SEE SHEETS 1, 4 & FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. PRODUCT REVISED as complying with the Florida Building Code 1��6$1cl�rl5 Acceptance No Ex . iration Date ±t�i'��n • 1$ By Mianf Dade Product ' tr 4) 0 LLB Ln CC LLl ao5s J_ a co W O 0 cn 0 6X U_ re ANI F- oZ rn w - v o csi 0)N >- u)M J o X O i L. to Z 1-w• 00 > o- 0 0 r� Z z 0 CERT. OF AUTH. #29296 .t1.YNN1n,4 ///% `� . �GE N 5E . No. 58705 // I/S1y,011141 R lS E. 15.t1/i 9878 FOR GLASS TYPES: 9,13 Design Pressure (psf) for Single Windows, All Anchor Groups Short Side under 23' 25-15118" 27.3/4' 33-1/2' 37' 44' 48-1/4' r 53-1/8' 58' 63' y g53.118' under 23" +701-90 +70/-90 +701-90 +701-90 +70/90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 25-15/16' +701-90 +701-90 +70/-90 +70/-90 +70/90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 37' +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-87.B +70/-79.9 44' +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 48-1/4' +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 58' +70/-90 +70/-90 +70/-90 +70/-90 +70/-87.8 63' +70/-90 +70/-90 +70/-90 +70/.87.2 +70/-79.9 76' +70/-90 +70/-90 +70/-86.3 84' +70/-90 +70/-90 +70/-81.3 TABLE 7: 5) 7/8" LAM!. IG:(1/8" T - 7/16" AIR - 1/8" AN - .090" PVB - 1/8" AN) "PVB"= BUTAC!TE®PVB INTERLAYER BY KURARAY AMERICA, INC. L SHORT SIDE LONG SIDE f LONG SIDE SHORT SIDE 1) SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. 2) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. Design Pressure (psf) for Windows Attached to a Frame Assembly Tube Window Dimension 'A" PRODUCT REVISED as complying with the Florida Buildingcpance I .. "•/ n• Acceptance No 13 piration Date 0518 By Mian1 i ade Product under 23' Anchor Group under 23" 25-15/16' 3T 44' 48-114' 53-1/8' 58' 63' All 25-15/16' Anchor Group +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 76' 84' +70/-90 +701-90 +70/-90 +70/-90 All 27-3/4' Anchor Group +70/.90 +70/-90 +70/-90 +70/-90 +70/-90 All +70/-90 +70/-90 +701-90 +70/-90 33-1/2' Ancho Group A, C & D +70/90 +70/90 +70/90 37' Anchor Group B A,C&D I B +70/-82.1 +70/-90 +70/-90 +70/-90 +70/•84 +70/90 +70/-74.3 +70/-90 +70/-90 A +70/-79.7 +70/-70.7 +70/-90 44' Anchor Group B C&D +/-62.5 +70/-90 +70/90 +70/.90 +701-90 +70/-90 A +70/-72.7 + -64.4 +70/-90 48.1/4' Anchor Group B C&D +/-56.9 +70/-90 +701-88.4 +70/-90 +70/-90 +70/-90 A +/.66.1 +Ib8.6 +70/-90 53.1/8' Anchor Group B C&D +/-51.8 +70/-90 +70/-90 +701-90 +70/-80.5 +70/90 A +/-60.5 +/-53.6 +701-87.8 58- Anchor Group B C +/-47.4 +701-84 +70/-73.6 +70/-87.6 +70/-90 +70/-87.8 +70/-90 +70/-90 +70/-87.8 A +/55.7 +1.49.3 +70/-79.9 63' Anchor Group B +1-43.6 +70/-77.3 +1-67.8 C +70 -80.7 +70/-90 +70/-79.9 D +70/-89.5 +70/-90 +70/-79.9 +70/-90 +70/-90 +70/90 +70/-90 +70/-90 +70/-81.6 +70/-90 +70/-90 +70/-74.4 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-89.2 +70/-90 +70/-86.5 +70/-81.3 +70/-90 +70/-90 +70/-90 +70/-90 +70-90 +70/-90 +70/-90 +70/-90 +70/90 +70/-90 +70 -87.8 +70/-87.8 +70/-86.3 +70/-81.3 +70/-87,2 +70/-87.2 +70/-79.9 +70/-79.9 1) THE WINDOW'S WIDTH AND HEIGHT MAYBE INVERTED. FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE WINDOW DIMENSION 'A" WINDOW DIMENSION FRAME ASSEMBLY TUBE • • • • • AQD*'K 'I4 ANCHOR (4), IF REQ. SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL •AI!CIJO>; SREQUIRED fOR ¥HEFRAME :ASS MBL' TUBE. • • •• • ••• • ••• ••• • •• . • •• • . • •• • • •• •• •• •• •• •• . •• •. •• • ••• •• •• •• • ••. •• ••. •••• •• • • • • • •••• •••••••• • . •• • • • . • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIO• • • • • • • • NS• FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE WINDOW DIMENSION FRAME ASSEMBLY TUBE 10' MAX. ADDITIONAL „...]WINDOW ANCHOR DIMENSION (4), IF REQ. 'A' SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. LU uJ cn LU Z U O Z" O co o O S Q .6 r o Z 0 •• 0 NU rn w cc N N 0 N M p J J o L` x Z 1 0 m V1 Uz 0 >o oZ 0 CERT. OF AUTH. #29296 vvvvx,t V1 f1 N 1119!(/ '///i • \GeNSE 00. rt3105 U 11 v 15 A`LYt' MILLR, P.E. P.E.# 58705 FOR GLASS TYPES: 16,es-is 2) 7/16" LAMI. (3/16" AN - .090" SG - 3/16" AN 6) 7/8" LAMI. IG: (3/16" AN - 1/4" AIR - 3/16" AN - .090" SG - 3/16" AN) 8) 7/8" LAMI. IG: (3/16" T - 1/4" AIR - 3/16" AN - .090" SG - 3/16" AN) 'SG"= SENTRYGLASgNTERLAYER BY KURARAY AMERICA, INC. • Design Pressure (pst) for Single Windows, All Anchor Groups Short Side under 23' j 25-15/16" 29' I 31-1/2' ! 34" 40' I 54' 60' 63' 67-112' m y under 23- - +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90 -130 +90/-130 +90/-130 +90/-130 25-15/16' +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 63• +90/-130 +90/-130 +90 -123.1 +90/-116.6 +90/-110.7 +90/-100.7 +/- 89.1 +l- 86.1 +/- 83.1 +/- 78.3 67-1/2' +90/-130 +90/-130 +90/-120.7 +90/-113.9 +90/-108 +90/-97.6 +I- 84.8 +/- 80.5 +1- 78.3 +I- 75.1 72' +90/-130 +90/-129.2 +901-118.7 +90/-111.8 +90/-105.6 +90/-95.1 +/- 81.3 +1- 76.1 +1- 73.8 76' +90/-130 +90/-127.8 +901-117.1 +90/-110.2 +90/-104.1 +90/-93.2 +/- 78 +/- 72.5 84' +90/-130 +90/-125.3 +90/-114.5 +90/-107.5 +90/-101.3 +1- 89.9 +/- 70.7 114' +90/-130 +90/-119.6 +90/-108.6 +90/-101.4 +90/-95 +/- 73 134" +90/-130 +90/-117.3 +90/-106.3 +90/-99 +90/-92.6 145' +90/-129.8 +90/-116.4 +90/-105.3 +90/-98 i L SHORT SIDE "- LONG SIDE f LONG SIDE ` I SHORT SIDE 1) SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. 2) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. I IiDLC V. Design Pressure (psi) for Windows Attached to a Frame Assembly Tube Window Dimension "A" under 23' 25-15/16" 29' 31-1/2" 34' 40' 54• 60' 63' Anchor Group Anchor Group Anchor Group Ancho Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group All AO All A,C&D B A,C&D B A B C&D A B C&D A B C D A B C 0 [ VNndow Dimension " B" under 23" +70/-90 1 +70/-90 +70/-90 +70/-90 +70/-87.4 +70/-90 +70/-80.6 +70/-87.7 +/-68.7 +70/-90 +/-65 +/-50.9 +70/-90 +/-58.5 +/-45.8 +70/-84.7 +70/90 +/-55.7 +/-43.6 +701-80.7 +70/-89.5 25-15/16' +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-77-7 +70/-90 +70/-90 +/57.6 +70/-90 +70/-90 +/-51.8 +70/-81.2 +70/-90 +70/-90 +/-49.3 +70/-77.3 +70/-90 +70/-90 63" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-83 +70/-74.3 +70/-89.1 +70/-74.7 +/-66.9 +70 -86.1 +70/-86.1 +70/-71.1 +/-63.7 +70/-83.1 +70/-83.1 67-1/2" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-77.4 +I-69.3 +70/-84.8 +/-69.7 +/-62.4 +70/-80.5 +70/-80.5 +1-66.4 +/-59.4 +70/-78.3 +70/-78.3 72' +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-72.6 +70/-73.1 +70/-81.3 +/-65.3 +/-65.8 +70/-76.1 +70/-78.1 +/-62.2 +/-55.7 +70/-73.8 +70/-73.8 76' +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-78 +1.69.3 +70/-78 +/-61.9 +/-62.4 +70/-72.5 +70/-72.5 84" +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-89.9 +70/-89.9 +70/-89.9 +70/-70.7 +/-62.7 +70/-70.7 114' +70/-90 +70/•90 +70/-90 +70/90 +70/-90 +70/-90 +70/-90 +70/-73 +70/-73 +70/-73 134• +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 145" +70/90 +70/-90 +70/-90 +70/-90 +70/-90 1) THE WINDOW'S WIDTH AND HEIGHT MAY BE INVERTED. FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE 10" MAX. WINDOW DIMENSION "A" WINDOW DIMENSION '8' FRAME ASSEMBLY TUBE • • • • . •• . •- AI11OISALr ••• A►I H R• (4), IF REQ. SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL •AN€HORS•REQUIRED %DID Ti1E:FRAME 4iSS1=_IOIBLI.TUBE. • • • •• • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • •• • • • • • • • • • • •• • • •• ••• ••• •• • • • ••• • • • • ••• • • • • •• •• •• • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS' • • • • • • • • • FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE WINDOW DIMENSION FA IMO FRAME ASSEMBLY TUBE 10" MAX. ADDITIONAL WINDOW ANCHOR DIMENSION (4), IF REQ. "A' SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. PRODUCT REVISED as complying wilt) the Florida Building Code �5c5Tq:15 Acceptance No -Q 1 I4x+iration Date By Miami , ade Product 5518 1.0 Lid 0 ca 0 Q 7 a ce V W a_ cn W Z 0 n� NW 8a Q J I LL o Z w it ^ >- " 44) 0�� 0 XL.- Z 0. SUmt/l U Z w p ~ LA >a� 0 0 roz z CERT. OF AUTH. #29296 N. tda58�05 / 1L INI F\\-- A�L`if�N P.E.# 58705 /,19,21,22,2J FOR GLASS TYPES: • Design Pressure (ps1) for Single Windows, All Anchor Groups I l Short Side under 23' 25-15/16" 29' 31-1/2" 34' 40' 54' 60' 63' 67-1/2' -8 ro g78' under 23' +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +901-130 +90/-130 +901-130 +90/-130 25-16/16' +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 63' +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +901-130 67-1/2' +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 72' +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +901-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +901-130 +90/-130 84' +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 114' +90/-130 +90/-130 +931-130 +90/-130 +90/-130 +90/-130 134" +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 145' _ +90/-130 +90/-130 +90/-130 +90/-130 • 3) 7/16" LAMI (3/16 HS - .090" SG - 3/16 HS) 7) 7/8" LAMI IG: 3/16" AN - 1/4" AIR - 3/16" HS - .090" SG - 3/16" HS) 9) 7/8" LAMI IG: (3/16" T -1/4" AIR - 3/16" HS - .090" SG - 3/16" HS) "SG"= SENTRYGLAANTERLAYER BY KURARAY AMERICA, INC. SHORT SIDE LONG SIDE 1 LONG SIDE in ISHORT 1_4_ SIDE 1) SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. 2) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1 ^CILc 1 I. Design Pressure (psi) br Windows Attached to a Frame Assembly Tube Window Dimension "A" under 23" 25-15/16' 29' 31-1/2" 34' 40' 54' 60' 63' Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Ancho Group All All All A,C&D B A,C&D 1, B A B C & 0 A B C&D A 8 C D A B C D I..s.. uoisuawic Mwim 1 under 23' +701-90 +701-90 +70/-90 r +70/-90 +70/-87.4 +70/-90 +701-80.8 +70/-87.7 +1-68.7 +701-90 +1-65 +150.9 +701-90 +/-58.5 +/-45.8 +70/-84.7 +70/-90 +/-55.7 +/-43.6 +701.80.7 +70/-89.5 25-15/16' +70/90 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-77.7 +70/-90 +70/-90 +157.8 +70/-90 +701-90 +1-51.8 +701-81.2 +70/-90 +70/-90 +1-49.3 +70/-77.3 +70/-90 +70/-90 63" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-87.6 +70/-90 +70/-90 67-1/2" +70/-90 +70/-90 +701-90 ' +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-89.1 +70/-90 +701-90 72' +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/90 +70/-90 +70/-90 +70/-90 +701-90 +70/90 +70/-90 +70/-90 76- +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 84" +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/90 +70/-90 +70/-90 +70/-90 +70/-90 114" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +70/90 +70/-90 134" +70/90 +70/-90 +70/-90 +70/-90 +70/-90 +70/90 +70/-90 145' +70/-90 +70/90 +70/-90 +70/-90 +701-90 1) THE WINDOWS WIDTH AND HEIGHT MAY BE INVERTED. FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE MAX. WINDOW DIMENSION "A" WINDOW DIMENSION FRAME ASSEMBLY TUBE • • • • •• AD�ITiOt�4L AWQHOR• (4), IF REQ. SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL •AN®HrpoREQUIRED FiifI TIWIEIFRAME i SSEISBL'? TUBE. • • • •• • ••• • ••• ••• • • • • • • • • • • • • • • . • • • • .. • • • • • • • • . • •• • • •• ••• •• •• • • • • 000 . • • • 000 • • •. • . • • • • • • • • • • • • • • • • • • • • •. •• • • • •• •• SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS• • • • • • • • • • FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE WINDOW DIMENSION '13' WINDOW —'-1 DIMENSION "A• FRAME ASSEMBLY TUBE 10' MAX. ADDITIONAL ANCHOR (4), IF REQ. SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. PRODUCT REVISED as complying with the Florida Building Code t5-a519•ti�� Acceptance No + S�• 2018 Ex . nation Date 4 10 10 (V CO CO v 4) a W -J -J a LL O w CC r N r cn >- N ct O u7M o O�xl'- Z O _- -01 Z UJ O • >a� o 0 n z Z 0 \ \`\1 tfllll//7//, r�N 4u<<F '% •• -. /• N�• �B1 r r _ ii • °5 r, CERT. OF AUTH. #29296 11.15 FOR GLASS TYPES: • Design Pressure (psi) for Single Windows, All Anchor Groups Short Side under 23' 1 25-15/16' 27-3/4' 1 33-1/2' 37' 44' 48-1/4' 53-1/8' 58' I 63• +60/-70 $, ur gi under 23" +60/-70 +60/-70 +60/-70 +60/-70 +60/-70 +60/-70 +60/-70 +60/-70 +60/-70 25-15/16' +60/-70 +60/-70 +60/-70 +60/-70 +60/-70 +60/-70 +60/-70 +60/-70 +60/-70 +60/-70 37' +60/-70 +60/-70 +60/-70 +60/-70 +60/-70 +60/-70 +60/-70 460/-70 +60/-70 +60/-70 44' +60/-70 +60/-70 +60/-70 +60/-70 +60/-70 +80/-70 +60/-70 +60/-70 +60/-69.6 +60/-82.9 48-1/4' +60/-70 +60/-70 +60/-70 +60/-70 +60/-70 +60/-70 +60/-70 +60/-70 +60/-64.9 53-1/6' +60/-70 +60/-70 +60/-70 +60/-70 +60/-70 +60/-70 +60/-70 +60/-69.3 58' +60/-70 +60/-70 +80/-70 +60/-70 +60/-70 +60/49.8 +60/-64.9 63' +60/-70 +60/-70 +60/-70 +60/-70 +60/-70 +60/-62.9 76' +60/-70 +60/-70 +60/-70 +60/- i0.5 +/- 57 84' +60/-70 +60/-70 +60/-70 +/- 55.6 _ 4) 7/8" LAM!. IG:(1/8" AN - 7/16" AIR - 1/8" AN - .090" PVB - 1/8" AN) "PVB"= BUTACITEVB INTERLAYER BY KURARAY AMERICA, INC. L SHORT SIDE LONG SIDE f LONG SIDE SHORT I_,__ SIDE 1) SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. 2) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. AtILt 13: Design Pressure (psf) for Windows Attached to a Frame Assembly Tube Window Dimension'A' under 23' 25-15/16' 273/4" 33-1/2' 37' 44' 48-1/4' 53-1/8' 58' 63" Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Ancho Group Anchor Group Anchor Group Anchor Group Anchor Group All All All AN Ail A,C&D B A 8 C&D A B C&D A B C&D A B C&D m r E a 1 under 23' +80/-70 +60/-70 +60/-70 f +60/-70 +60/-70 +60/-70 +60/-62.5 +60/-70 +/•58.9 +60/-70 +60/-66.1 +/-51.8 +60/-70 +601.60.5 +/-47.4 +60/-70 +1-55.7 +/-43.6 +60/-70 25-15/16' +60/-70 +60/-70 +60/-70 +60/-70 +60/-70 +60/-70 +60/-70 +60/-70 +60/-70 460/-70 +60/-70 +60/-70 +60/-70 +60/-64.4 +80/-70 +601-70 +60/-70 +60/-70 +60/-70 +/5 8.6 +60/-70 +601-70 +60/-70 +60/-70 +60/-70 +/-53.6 +60/-70 +60/-70 +60/•70 +60/-70 +601-70 +/-49.3 +80/-70 +60/-70 +60/-70 +60/-67.8 +60/-7 0 37' +60/-70 44' +60/-70 +60/-70 +60/-70 +60/-70 +60/-70 +60/-70 +60/-70 +601-70 +60/-70 +60/-70 +60/-70 +60/-67.7 +60/-70 +60/-69.6 +60 431.9 +60/•69.6 +60/-62.9 +1-57 +60/-62.9 48.1/4' +60/-70 +60/-70 +60/-70 +60/-70 +60/-70 +60/-70 +60/-70 +60/-70 +60/-67.8 +60/-70 +60/-70 +60/41.7 +60/-70 +60/ 64.9 +/-56.4 +80/-64.9 53-1/8' +60/-70 +60/-70 +60-70 +60/-70 +60/-70 +60/-70 +60/-70 +60/-70 +60/-70 +60/-70 +60/-69.3 +60/-67.4 +60/-69.3 58' +60/-70 +80/-70 +601-70 +60/-70 +60/-70 +60/-69.8 +601.69.6 +60144.9 +80/-64.9 +60/-64.9 63' +60/-70 +60/-70 +60/-70 +60/-70 +601-70 +60/-62.9 +60/-82.9 76' +60/-70 +60/-70 +60/-70 +60/-60.5 +/-57 84' +60/-70 +60/-70 +60/-70 +/-55.8 1 _ 1) THE WINDOWS WIDTH AND HEIGHT MAY BE INVERTED. FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE MAX. 71 WINDOW DIMENSION •A" WINDOW DIMENSION FRAME ASSEMBLY TUBE • • • • • •• • ATV 4 (4), IF REQ. SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL • NEI-f•OFi ' REQUIRED FOR THEFRAME 1SMABLY•TUBE. • • • •• • ••• • ••• ••• • • • • • • •• •• • • •• • • • •• •• •• •. •• •• •• •• • • • •. •• • •• • • •• • • • • •• • • • • • • • • • • • • • • • • • • • • • •• •• SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIOIQS • • • • • • • • • s • • • • • • • • • • • • • • • • • • • •• •• • • • • • • FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE WINDOW DIMENSION 'B" FRAME ASSEMBLY TUBE 10" MAX. ADDITIONAL WINDOW I ANCHOR DIMENSION • (4), IF REQ. •A" SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. PRODUCT REVISED as complying with the Florida Building Code 15-051g� le, Acceptance No Ex Date ade Product' ILO 1) LO N CO 0 CO O 0 a 0 U X 18 a J LL 1 0 Q U 0 o O G (%) Z w > cr o) N 0�to ou_X� ZwO. 2 0 m - U Z O , 0 0 I� Z z 0 CERT. OF AUTH. #29296 ASSEMBLY DETAILS TABLE 19: AS REQUIRED PER TABLE 3, SHEET 4 Item Dwg. # Description Mat. 1 7005 Main Frame Head, Sill & Jambs 6063-T6 Alum. 2 7071 Anchor Plate 6063-T6 Alum. 3 7007 Installation Hole Cover 6063-T6 Alum. 4 7010 Frame Corner Key Steel 6 7078 Frame Gasket Vinyl Foam 10 7055 Fixed Frame Hole Plug PVC 31 DuraSeal Spacer 32 1713 Setting Block 5/32" x 3/16" x 1-1/4" EPDM 33 1714 Setting Block 5/32" x 1-7/16" x 1-1/4" EPDM 35 7036 Bead B 6063-T6 Alum. 36 7042 Bead C 6063-T6 Alum. 37 7059 Bead D 6063-T6 Alum. 38 , • 4244 q V{pyi BulboWitppick) Flex PVC 70 39: 122{ ' Viny2BitIb Wet Flex PVC 70 50• • 4 •p(ThIn) QQw•$99S• nlOn�>rkbedding 70 •,: 134 Add -on Flange 6063-T6 Alum. 71 7004 Casement Frarpg Asly Tube 6063-T6 Alum. 6 : _ : :#$X 1 1/2" Quid Pd SEAS Stainless Steel Stainless Steel 94: :• • 1#1:2x'4'•Ph� Pit.TEI;_: Stainless Steel ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • •• • • •• • •• • • • • • •••• •• •• •• •• ••• •• ••• • • • ••• • • FRAME HEAD, SILL & JAMB #7005, 6063-T6 .993" .040" �1 tiT .289" INST. HOLE COVER #7007, 6063-T6 .050"l Ir .865" 1 BEAD B #7036, 6063-T6 .062" NOM. 1.356" ri 1 �� .441" .095" .125" .062" ANCHOR PLATE #7071, 6063-T6 .523" --�{ .050" —t-J 1_ .865" BEAD C #7042, 6063-T6 --►1 1.124" I-+0— J 2.701" i .093" FRAME ASSEMBLY TUBE #7004, 6063-T6 .093" .093" 1 ADDON FLANGE #134, 6063-T6 .172" .870" .050" t1-6— .569" BEAD D #7059, 6063-T6 \\�,tjltltlJ/1 \\��\,\`{ LYNN 4�i�// t �10ENsF'•C�6.\ r",.. No. 58705 -t3 o 7l �s •, ST TE OF !if • /// Ft% �!r�NMIk.L A.P.E. P.E.# 58705 Revised By: Dote: Revision B: Revised By: LM Dote: 5/15/15 Revision A: NO CHANGE THIS SHEET PRODUCT REVISED as complying with the Florida l3uilding Code Acceptance No l 5—O�j 1 q iration Dale 18 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Description: Drown By: BOM AND EXTRUSIONS J ROSOWSKI Title: Dote: FIXED CASEMENT WINDOW DETAILS - LM 08/08/12 CERT. OF AUTH. #29296 Series/Model: Scale: Sheet: Drawing No. Rev: CA-740 NTS 11 OF 11 MD-CA740E-LM A DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMII—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.ntia midade.aov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FI. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miatni-Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion - L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 01 through 25 of 25, prepared by manufacturer, dated 08/29/1 lwith the latest revision dated 01/29/15, signed, sealed and by Anthony Lynn Miller, P. E., bearing the Miami -Dade County Product Control Revision Section stamp with the Notice of Acceptance nutnber 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, 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. ff any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTLO ,A copy of this entire NOA shall be; provided to the- user by the manufacturer or its distributIrs and gliall be available for inspection at the job: site at the request of the Building Official. This NOA'revises NOA No. 13-0815.05 and consists of this page 1 and evidence pages E-1 and E-2, as well as appjoTtllclocutnent mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. • NOA No. 14--110101 Expiration Date: May 26, 2016 Approval Date: February 12, 2015 Page 1 SHOP DRAWING DOCUMENT REVIEW THESE DOCUMENTS HAVE BEEN REVIEWED FOR CONFORMANCE WITH THE DESIGN CONCEPT AND GENERAL THE CONTRACT DOCUMENTTS. THETCONTRACTOR IS R�ESAPONSIBLE LIANCE ITH RA CONFIRMING AAB (CION AND CONSTRUCTION METHODS AND COO DINATIONNOF THIS TRADE WITH ALL OTHER APPLICABLE TRADES. APPROVED AS SUBMITTED APPROVED AS NOTED REJECTED / RESUBMIT fe REVIEWED BY: DATE: 6/ - JUAN FERNANDEZ-BARCU1N, P.E. STRUCTURAL Et -IINEERS / THRESHOLD INPECTORS 2520 NW 97 Ave., Suite Doral, Florida 33172 Phone: 786-336-0881 Fax: 786-336-0884 .. . • • • • • • • • • • • • PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 10-0819.05) 2. Drawing No. 6300JR, titled "Impact —Resistant Aluminum Tube Mullions", sheets 01 through 25 of 25, prepared by manufacturer, dated 08/29/11 with the latest revision dated 01/29/15, signed, sealed and by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked —up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab; Inc., Test Report No. FTL 6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010 and with FBC 5th Edition (2014), prepared by manufacturer, dated 01/29/15, signed and sealed by Anthony Lynn Miller, P. E. D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of no financial interest, conformance to and complying with the FBC 5th Edition (2014), dated 11/03/14, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest, conformance to and complying with the FBC-2010, dated 06/06/11, signed and sealed by Anthony Lynn Miller, P. E. 3. :..PM1i0;4E issues; by Product Control to PGT Industries, Inc., dated 08/06/14, signed by • Jailtle1): Gascdti;P. E., Product Control Section Supervisor. .. ... .. . . . .. •.... . • .. ... . .. .. .• •. . ... • . •. . •• . . . .. . • . • • . . . . . . . . . • • . . .. ... ... . . . . ... • • • . . • • . .• . . . ... • .• • . •. . • . . • • • . .. .. • • • .. .. ... . . • ... . • E-1 Jaime D. Gascoi1, P. E. Product Control Section Supervisor NOA No. 14-1105.01 Expiration Date: May 26, 2016 Approval Date: February 12, 2015 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 4. Laboratory addendum letter for Test Report No. FTL-6443, issued by Fenestration Testing Lab, Inc., dated 05/05/11, signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA No. 11-0922.01) 5. Laboratory compliance letter for Test Report No. FTL-6443, issued by Fenestration Testing Lab, Inc., dated 02/28/11, signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA No. 11-0922.01) 6. Proposal No. 10-1070—R issued by BNC to PGT Industries, Inc., dated 01/07/11, signed by Ishad I. Chanda, P. E., Product Control Examiner. (Submitted under previous NOA No. 11-0922.01) G. OTHERS 1. Notice of Acceptance No. 13-0815.05, issued to PGT Industries, Inc. for their "PGT Series Aluminum Clipped Mullion — L.M.I.", approved on 11/31/13 and expiring on 05/26/16. ....... . .. .. . • • . • . . . • .. ... .. . .... • . • . • . . . . .. .• . .. ..-. .. . .. •.. . ..• . • . .. • . • . ... ... . • • ••• • . • ... . . • . • . . •. .... . •. •• .... •. •. . . ..... . • .... • . .... . E-2 c Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 14-1105.01 Expiration Date: May 26,2016 Approval Date: February 12, 2015 SUITABLE FOR ALL LOCATIONS REQUIRING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGURE 1: MULTIPLE MULLIONS SEE DETAILS A THRU G; SHEETS 2-3 VERT. MULL LENGTH OPENING WIDTH FOR VERTICAL MULL l ---' \ SEE DETAILS A-D,G,H; SHEETS 2-3 i �� II 1 I ~T, i i� // %' /7 HORIZONTAL MULL LENGTH ;SEE DETAILS A-D,G,H; SHEETS 2-3 HORIZONTAL -- MULL LENGTH ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: MULL I LENGTH I� OPENING HEIGHT MULL LENGTH OPENING WIDTH--1 SINGLE MULLION SINGLE MULLION • ••• • ••• • • • • • • • • • • • .. • • • • SEE CORRESPONDING DERAILS • • • k FROM FIGURE 1 A�(SVE. • • • •• • OPENING HEIGHT FOR HORIZ. MULL •1• :•jll• • .. SEE DETAIL E, SHEET 3 ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE SEE DETAILS A THRU G; SHEETS 2-3 OPENING HEIGHT FOR HORIZONTAL MULL FENESTRATION PRODUCTS MAY BE OF ANY TYPE. MUST BE MANUFACTURED BY PGT. I—HORIZ. MULL LENGTH— -j GENERAL NOTES: 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS HAVE BEEN TESTED AS "FREE-FLOATING" AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL NOT HAVE A GAP OF MORE THAN 1/4" FROM THE CLIP. 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180. THE 1/3 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 24. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. 8) REFERENCE: TEST REPORTS: FTL-6443; ELCO ULTRACON/AGGRE-GATOR NOA'S; ANSI/AF&PA NDS FOR WOOD CONSTRUCTION; ADM -ALUMINUM DESIGN MANUAL 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. 11) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. VERT. MULL LENGTH OPENING WIDTH FOR VERTICAL MULL • • • • OPENING WIDTH • • • FOR VERTICAL MULL • • • • • • • • • MULTIPLE MULLIONS •�• 4,00 • • • • 000 • • • • • • • • • • • • 000 • • • • • • • • • •• •• • • • •• •• 000 • • • ••• • • GENERAL NOTES 1 INSTRUCTIONS 1 ELEVATIONS 1 MULL TO 2X WOOD 2 MULL TO iX & MASONRY 2 INSTALLATION NOTES 2 MULL TO MASONRY... 3 MULL TO STEEL STUD 3 MULL TO MULL 3 ANCHOR SPECS 3 ALTERNATATE CLIPS 4 BAY MULL INSTALLATION..... . 4 1 X 2 X .125 MULL SPECS 5 1 X 2 X .375 MULL SPECS 6 1 X 2.75 X .375 MULL SPECS 7 1 X 2.75 X .65 MULL SPECS 8 1 X 3.125 X .5(10 MULL SPECS........9 i X 4 X .125 MULL SPECS... ........ ....10 1 X 4 X .375 TUBE MULL SPECS11 1 X 4 X .375 T MULL SPECS11 1.25 X 3.188 X .265 MULL SPECS...12 1.25 X 3.25 X .100 MULL SPECS 13 1.25 X 3.25 X .624 MULL SPECS 14 1.25 X 3.94 X .624 MULL SPECS 15 2 X 4 X .25 MULL SPECS 16 2 X 6 X .25 MULL SPECS..... ....... 17 1.26 X 2.11 X .125 MULL SPECS18 30° X 3.25 BAY MULL SPECS19 45° X 3.25 BAY MULL SPECS 20 MULLION & CLIP DIMENSIONS 21-23 EXAMPLES 1 & 2 24 LOADING EXAMPLES 25 INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBS/FT2) FOR THE OPENING USING THE ASCE-7 STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 3) REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS "RECTANGULAR" OR "TRIANGULAR/TRAPEZOIDAL". 4) FIND THE CHOSEN MULLION'S MULLION CAPACITY (LBS/FT2) FROM TABLES 1A THROUGH 16A, ON SHEETS 5 THROUGH 20 RESPECTIVELY, USING THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). THE MULLION CAPACITY (LBS/FT2) OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LBS/FT2) FOR THE OPENING OBTAINED IN STEP 1). 5) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LBS). THIS VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. 6) FROM THE ANCHOR CAPACITY (LBS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE ANCHOR/SUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR CAPACITY IS MET. 7) IF THE MULLION CAPACITY (LBS/FT2) OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LBS/FT2) FOR THE OPENING, YOU MAY USE THE "ANCHOR CAPACITY ADJUSTMENT FORMULA" TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE 8) VERIFY THE DESIGN PRESSURE RATING (LBS/FT2) FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION CAPACITY (LBS/FT2) OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION PRODUCT ASSEMBLY. 9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. FL CERT. OF AUTH.# 29296 Z 0 -J W m 1— Z 1— Z W cc 0 2 t() N 0) O O M (0 z a Z lY m •n Z CO 0 CO m U U 0 AO e PRODUCT REVISED na complying with the Florida Building Code Aptnuoo No% 7.�✓ D; f2c1 . Miami Dade Product Control .0 111111111/r7! /` �� ONY . N V % P k_1Cr JVS• M�((: - NO. 58705 * .2145 %s '• • 9>zroA �a�: , NAL �.N�'\\• A. LYNN MILLE`k, P.E. FL P.E.# 58705 0 DETAIL A: MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) EITHER THE STANDARD OR OFFSET MULL CLIP MAYBE INSTALLED BY THIS METHOD. EMBEDMENT FRONT VIEW MULLION EXTERIOR TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1B-16B BUCKSTRIP AND ATTACHMENT BY OTHERS, SEE NOTE 1, SHEET 1. EDGE / _ DISTANCE FOR WOOD SCREWS .250' MAX FOR ALL MULLIONS MULLION SEE SHEETS 21-23 FOR HOLE LOCATIONS DETAIL B: MULLION ATTACHED TO 1X WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) EXTERIOR THE OFFSET CLIP IS RECOMMENDED FOR FIN -FRAMED WINDOWS, BUT MAY ALSO BE USED FOR OTHER FRAME TYPES. TYP. ANCHOR PER SUBSTRATE, /1_ SEE TABLES 18.166 EDGE/END DISTANCE SIDE VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHOR'S pp ti1UVIQtiScZF,SNOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR @APACritl9BAy§ED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY'AND t C TTON OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETVFOrdETAILS A-D, tITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. 3) ANCHOR HEAD I,YPMAY BEPAN1M6AD, WEXHEAD OR FLATHEAD. • • • • • • • • • 4) WOOD BUCKS ARE OI;IION/ ,EE QErAQ. G, $HriET 3. •• • • 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON OR LCO 1/4.S S.pGw3E9ATOti MASONRY ANCHORS. • • • . • • • • • • ••• • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SEE TABLES 1B-16B EDGE DISTANCE FOR MASONRY ANCHORS T EMBEDMENT MULLION BUCKSTRIP AND ATTACHMENT BY OTHERS, SEE NOTE 1, SHEET 1. g lea MIN 2.7 KS1 • CONCRETE OR CMU EDGE DISTANCE FOR MASONRY ANCHORS TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1B-166 MIN 2.7 KSI CONCRETE OR CMU FRONT VIEW BUCKSTRIP AND ATTACHMENT BY OTHERS, SEE NOTE 1, SHEET 1. TYP. ANCHOR PER SUBSTRATE, SEE SEE TABLES 1B-166 EDGE DISTANCE, SEE SEE TABLES 1B-16B SIDE VIEW EITHER THE STANDARD OR OFFSET MULL CLIP MAYBE INSTALLED BY THIS METHOD. N Ci t` zu env; ao 2 FL CERT. OF AUT}i.# 29296 (/) z 0 J J W m i— z J Q 1— Q W 0 a a_ N m m M z c a z li W N co 00 O 0 O z PRODUCT REVISED as complying with the Florida Building Cock if A Acceptance No Expi814°') Da viiaml Bade Product Contru1 \`tkIllili,,, \\\` ONY LYNN /// L\CENs, •'/`(�5�'� No. 58705 • �� sr �� A.'LYN I I II,. ER' P.E. FL P.E.# 56705 DETAIL C: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CLIP SHOWN) EITHER THE STANDARD OR OFFSET MULL CLIP MAY BE INSTALLED BY THIS METHOD. EXTERIOR • • EMBEDMENT , • EDGE DISTANCE FOR MASONRY ANCHORS TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1B-13B a • MIN 2.7 KSI CONCRETE OR CMU FRONT VIEW MULLION BUCKSTRIP AND ATTACHMENT BY OTHERS, SEE NOTE 1, SHEET 1. TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1B-13B EDGE DISTANCE FOR MASONRY ANCHORS THE OFFSET CLIP IS RECOMMENDED FOR FIN -FRAMED WINDOWS, BUT MAY ALSO 8E USEO FOR OTHER FRAME TYPES. TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1B-13B EDGE k=+DISTANCE SEE TABLES MIN 2.7 KSI CONCRETE OR CMU 1B-1313 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. 5) FOR MASONRY APp,1_IK4I1QNS IN (111IAMI-DADfsCOUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON Or ELC01:1/4"•g.S:ADgR TOR MASONRY ANCHORS. • •• • • • • ••• • • •• ••• •• • • • •. • ••• • ••• ••� .• • • • . • • • • 0 • • • • • • . •. • . • . . • • • • • • • • • • • • • • • . • • • • . • ••• • • • • ••• • • • • • • • • • • • • • •.• • • • • • • • • • • • • • • • •• •• •• ••• •• •• .. FRONT VIEW . EXTERIOR VARIES VARIES DETAIL E: MULLION TO MULLION INTERSECTION (U-CLIP) MIN. 1rrirrr, TOP VIEW INTERSECTION U-CLIP FRONT VIEW MULLION EXTERIOR NOTES: 1) MAY BE INSTALLED IN "TEE' OR "CROSS° INTERSECTIONS. 2) MAY BE INSTALLED HORIZONTALLY (SHOWN) OR VERTICALLY. 3) SEE U-CLIP DRAWINGS, SHEETS 21-23 FOR CORRESPONDING MULLION. #12 STEEL SCREWS, SELF -DRILLING OR PRE -DRILL MULLION AND USE SMS SEE SHEETS 21-23 FOR HOLE LOCATIONS DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) TYP. ANCHOR PER SUBSTRATE, SEE TABLES 18-13B SEE SHEETS 21-23 FOR HOLE LOCATIONS MULLION FOR STEEL STUDS THINNER THAN 16 GA AND COMPLIANT WITH THE FL BUILDING CODE, A 2X WOOD BACKER MUST USED. ATTACHMENT BY OTHERS. USE WOOD ANCHOR SPECS NOTES: 1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD ANCHOR VALUES MAY BE USED. 2) SEE CORRESPONDING MULLION TABLES, SHEETS 5-20, FOR QUANTITY OF SCREWS. EDGE DISTANCE SEE TABLES 18-13B SIDE VIEW MULLION SIDE VIEW EOGE DISTANCE SEE TABLES 1B-13B 0 0 Lc) a z 8 0 m 0 0 m m FL CERT. OF AUTH.# 29296 W S o) Z Z 3.4 z a) N CO O o Y 0 .. U) mO 0� ?RODUCT REVISED 1s complying with the Florida Building Code Acceptance No, Date, tiihani Dade Product Conteis-11-Th• ``ttY1 \\ \\0N LYNN 4 /1'f . OCENSF (41 No.58705 � Si 7-. ICZ ,;�,/pNAL' C•No\N\\�, A. LYNN ?u1lll!�, P.E. FL P.E.# 58705 EXTERIOR DETAIL F: FIELD -MODIFIED MULLION CLIP (F-CLIP) SEE DETAILS A-E, SHEETS 2 AND 3 FOR INSTALLATION TO SPECIFIC SUBSTRATES. ` STANDARD MULLION CLIP MODIFIED TO FIT FIELD \ CONDITIONS. MULLION I -- Q� ............ , 1011°. NTYP.ANCHOR PER SUBSTRATE, SEE TABLES 1B-14B 0 0 0 0 SIDE VIEW SHOWN WITH 1' X 4' X .125' MULLION EXTERIOR EDGE DISTANCE PER ANCHOR INTO WOOD, STEEL, ALUM, CMU OR MASONRY • • • • • •• • • • • NOTES FOR INSTALLATi1QN QQtI& F? • • • • • • • • • •• STANDARD CLIP TO BE MODIFIED INFIELD. 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26" X 2.11" X .125" MULLION. • ••• • ••• ••• •• 2) SEE TABLES 1B-1311iOI;ANcHiNiQUiNTJTIOS AliDSHEETS 21-23 FOR HOLE LOCATIONS. • •• • • •• • • • • 3) THE 2X5 CLIP IS Nbfr SUITABLE FOR THIS APPLICATION. ••• • • • • ••• •• • • • •• • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • DETAIL G: ANGLE MULLION CLIP (ANGLE CLIP) MULLION 0 0 TYP. ANCHOR ' PER SUBSTRATE, SEE TABLES 18-14B EXTERIOR INTO WOOD, STEEL, ALUM, CMU OR MASONRY r Ji / I EOGE DISTANCE PER ANCHOR 0 TOP VIEW 2" X 5' X .125' ANGLE CLIP, 2 PER MULLION END, MUST BE INSTALLED INSIDE OF MULL. DETAIL H: BAY MULLION INSTALLATION (ANGLE CLIP) 30° OR 45° 7BAY MULL 0 TOP VIEW TYP. ANCHOR PER SUBSTRATE, SEE TABLES 15B OR 16B i INTO WOOD, STEEL, ALUM OR MASONRY EXTERIOR 2' X 5' ANGLE CLIP, 2 PER MULLION END, MUST BE INSTALLED INSIDE OF BAY MULL. EXTERIOR 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-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3) DETAIL H: SEE TABLES 15B OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE LOCATIONS. IY 0 0 M 0 z c Z 0 y 0 m 3 U FL CERT. OF AUTH.# 29296 T- 0 O 0 PRODUCT REVISED as complying with the Florida Building Code Acceptanco No Date F\4iami bade Product Control \\\�ti111111!1/1/,/ \• 0 LYNN ;, �ii '��cEn�s � •'cc(' No. 58705 • X O ATE s :44/ f i (s '•4.ORIOP` •'' -' N A. LYNN MILLER, P.E. FL P.E.# 58705 ` 14.5.40- CVO 1 F\bLt -IA Mullion Capacity Table (Ibs11ft2) Opening Width (for vertically -sparring mullions) or Opening Height (for horizontally -spanning mullions) _ 50 in 60 In 70 in L 80 in I 90 In I 1001n I 120 In 1 140 in I 160 In Trap/Tdang. Trap/Tdang. Rectangular TrapITriang. Rectangular TreplTrlang. Rectangular 1 2 Rectangular Loading TraplTrlang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loadng Trap/Tdang. Loading Rectangular Loading Loafing Loading Loading Loading Loading Loading Loading x x .125 Alum. Tube Mullion a 8 Og is G i ,. ail 80 13. L 7 CVC.. o Q& a 8 Cg_ ;6. k ,. ag 8; �� Cy. j Q d' a 8 C O O 1 G .. RI 3 Lu C O Q �O >r a c�(�r CC 1 r: G k .. CI 81 L .11 i. a 8 ._ 4 y CG 0 .. ail 8! �7p Gf Q Q' 0 a 8 O _ a l '� G E U .. ag 8� �' S i a . 0 a c�(_r O C g C i' 0 ag 8 �'2 Cu. �j Q R• E 0 a 5 O 7 �' G i' U r RI 8, r'- C Q . 0 a 8 O ._ 7 g �L G >t 0 .-. a, �v L CV. Q 4' 0 a c8 Sg 3 'L G i' 0 -. ag 8� L . R' 4' 0 a 8 s C 5 �2 . u .. as 'p V C Q K i a 8 G g O O .L G E 0 .. as 8, t r 5�j� 4 E 0 a 8 N 7 C1 �L . 0 .. RI 8$ h. p O O' 4' 0 a g C 7 Ay, �i G 4' o .- kg p -7 Lll O' C. O Q Q' 0 a 8N_ p�.k' rL >r 0 ,. as 8_ 2- V C. Q R. 4 0 a 8 pa 7 i0 fl r2 G 0 .. ag 3 L- Vj C. Q K E a 8 O g 7 g G . 0 aI 8 t- C Q R_ 0 a _ g S' G & U .. a. a Z 7 G 0�/ Q R• 408 104.0 319 39.9 406 104.0 319 35.0 408 104.0 319 42 In 111.9 408 129.5 332 93.2 408 115.5 325 79.9 408 107.8 321 69.9 408 104.4 319 62.1 408 104.0 319 55.9 408 104.0 319 48.6 . 48In 74.9 312 83.8 258 62.4 312 73.4 252 53.5 312 67.0 248 48.8 312 63.2 246 41.6 312 61.3 244 37.5 312 61.0 244 31.2 312 61.0 244 26.8 312 61.0 244 23.4 312 61.0 244 50.625 in 63.9 281 70.6 234 53.2 281 61.5 228 45.6 261 55.7 224 39.9 281 52.1 222 35.5 281 50.1 220 31.9 281 49.3 219 28.6 281 49.3 219 22.8 281 49.3 219 20.0 281 49.3 219 t 541n 52.6 247 57.5 207 43.9 247 49.8 202 37.6 247 44.8 199 32.9 247 41.5 198 29.2 247 39.4 194 26.3 247 38.4 103 21.9 247 38.1 193 16.8 247 38.1 193 16.4 247 38.1 193 c 60 in 38.4 200 41.2 170 32.0 200 35.4 166 27.4 200 31.5 163 24.0 200 28.9 160 21.3 200 27.1 159 19.2 200 25.9 157 16.0 200 25.0 158 J - 63In 33.1 181 35.3 155 27.6 161 30.3 152 23.7 181 28.9 149 20.7 181 24.5 148 18.4 181 22.8 144 16.6 161 21.7 143 B. 2 66 In 28.8 165 30.6 142 24.0 165 26.1 139 20.6 165 23.1 136 18.0 165 21.0 134 72in 22.2 139 23.3 120 18.5 139 19.9 118 15.9 139 17.5 116 76 In 18.9 125 19.7 109 15.7 425 16.8 107 78In 17.5 118 18.2 104 TABLE 113 Anchor Capacity Table albs) Anchor Clip Patterns Substrate: 2.7k Concrete 3.5k Conc. Hollow CMU Filled CMU PT Wood Metal Anchor Type: 3116' Elco Ultracon 1/4' Elco Ultracon 5/16' Elco Ultracon 3/16' Elco Ultracon 1/4' Elco Ultracon 1/4' SS Elco AggreGator 5/16' Elco Ultracon 1/4" SS Elco ApgreGator #10 Steel Screw (G5) #12 Steel Screw (G5) #12 Steel Screw (GS) Edge Distance (in): 1" 2-4/2" 1' 2-1/2' 3-1/8' 1' 2-1/2' 1' 2-1/2' 2' 3-1/8' 2' 0.48' 0.54' 0.324' Embedment (in): 1-3/4' 1-3/4" 1.3/4" 1-3/4' 2' 1-1/4' 1-1/4' 1-1/4' 1-1/4" 1-1/4' 1.1/4' 2' 1-3/8' 1-3/8' %odes or Offset Clip (Fig. 1): 390 lbs 1 390 lbs 450 Ibs 890 lbs 1644Ibs 270 lbs - 280 lbs 354 lbs 740 Ibs 374Ibs 664 Ibs 946 lbs 341 Ibs 442 Ibs 560 lbs 2 Anchors @ 4.75' Min. O.C. 1 Standard 4 Anchors @ 1.15' Min. O.C. / Standard (or Offset) Clip (Fig. 2): 480 Ibs 700 Ibs N/A WA N/A N/A 3801bs N/A NIA N/A N/A N/A 682 lbs 885 Ibs 1120 lbs 4 Anchors j 3' Min. O.C. / (2) 2x5 Angle Clips / (Fig. 3): 780Ibs 780 Ibs 680 Ibs 1560 Ibs 1896 lbs 540 Ibs 560 lbs N/A 760 lbs 748 lbs 880Ibs 1892 Ibs 682 Ibs 885 lbs 1120 lbs 2 Anchors @ 0.45' Min. O.C. / U.CIip, Into .125' Alum. (Fig. 4): NIA N/A N/A N/A NIA WA NIA WA NIA WA NIA N/A NIA NIA 715 tbs 1 Anchor/ F-Clip (Fig. 5): 195 lbs 195 lba 225 lbs 445 Ibs 822 lbs 135 Ibs 140 Ibs 177 lbs 370 Ibs 187 Ibs 332 Ibs 473 lbs 170 Ibs 221 Ibs 280 Ibs 2 Anchors @ 1.15' Min. O.Ci F-Clip (Fig. 6): 2401bs 350 lbs NIA WA N/A N/A 190 Ibs N/A N/A WA N/A N/A 341 Ibs 442 lbs 560 lbs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: • • FIGURE 3: • • FIGURE 4: • • FIGURE 2: • • • • • ANGLE CLIP MUST BE USED IN PAIF;S. • • FIGURE 5: • • • • - • • • •• ••• •• FIGURE 6: • • • ..• • • • • • •. • • • ▪ •• • . •• • • • • •• • • • • • • •• • • •• • • ANCHOR CAPACITY ADJUSTMENT F(}RMULA: (DR.) x ( ANCHOR CAP., _ANCHOR CAP.,,, MULLION USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. • • 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT ": ▪ • LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND • • THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. • • • • • .. • • • • • 000 . • • • • • •• • . • • •• . •.• • • • • • • • • • . • • •• •• • • • •. •• O 00 . . . 000 . • 2.000" 1.000" 1--- I 1" X 2" X .125" MULLION .125" FL CERT. OF AUTH.# 29296 .2 LC) m 03 0 W 0 J J rn (V X CV X a 3 0 M (.O 6 z c O 3 U 0 Q Z O 0 o 0 3 n z mo 0 to 0 m0 e‘ PRODUCT RRVISBD as complying with thu Florida l3uildlni Code Acccptgaco No • tbreimtkr ;?late .: Jt7 Miami adc Product Control \`\�tt1111I//I/ �`\\ �o ' LYNN Mi % Nss�\LtCENSF •�i No. 58705 Ye 23 StA FENS �o NAI G�,•�• A. LYNAI'MILLER, P.E. FL P.E.# 58705 TABLE 2A 1x2x.37b Alum. Tube Mullion 50Ins Rectangular Loading a 8 42In`+ 170.0 48 In 121.6 620 507 80 in Trap/TIarg. I Rectangular Loading ! Loading 8 2A 170.0 136.0 8 I 435 151.3 419 101.4 662 507 Trap/Triang. Loading q 8 O 170.0 119.2 8` 7 478 410 Mullion Capacity Table (Ibsfft2) Opening Width (for vertically -spanning mullions) or Opening Height (for horizontally -spanning mtilions) 70in 80 in 90in J 100in 120in Rectangular Loading a a 2 c 129.7 86.9 662 507 Trap/Triang. Rectangular Loading Loading 8 AA 170.0 108.7 506 113.5 403 76.0 8' 0 662 507 TrapfTriang. Rectangular Loading Loading a 8 O 1A 169.5 1026 518 1 100.9 399 1 67.6 8.2 8` 662 507 Trap/Triang. Loading 0 8 o g 21 A 168.9 99.6 50.6251n 103.7 54 In 85.4 60 in 623 c 63 In 53.8 66 In 72 in 78 In 78 In 90 in 96 In 48.8 36.0 30.8 28.3 16.5 15.2 456 400 324 294 268 225 202 192 144 127 114.6 93.3 66.9 57.4 49.6 37.9 32.0 29.6 379 86.4 336 71.2 276 51.9 252 230 44.8 39.0 196 30.0 177 25.5 168 23.6 456 400 324 294 268 225 202 192 99.9 80.9 57.5 49.2 42.4 32.2 27.2 25.1 371 328 270 246 225 191 173 165 74.1 61.0 44.5 38.4 33.4 25.7 21.9 20.2 456 400 324 294 268 225 202 192 90.5 72.7 51.2 43.6 37.5 28.4 23.9 22.0 364 64.8 322 53.4 264 38.9 241 33.6 221 29.2 188 225 170 19.2 162 17.7 456 400 324 294 268 225 202 192 84.6 67.3 46.9 39.8 34.1 25.6 21.5 19.7 57.6 318 1 47.5 260 1 34.6 237 j 29.9 218 26.0 185 1 20.0 167 1 17.0 159 1 15.7 456 400 324 294 268 225 202 192 81.3 64.0 43.9 37.1 31.6 23.5 19.7 18.1 517 397 357 315 257 234 215 182 165 157 Rectangular Loading 90.8. 60.8 51.8 427 31.1 26.9 23.4 18.0 15.3 14.2 662 507 456 400 324 294 268 225 202 192 Trap/Triang. Loading 4 8 2 168.9 99.0 80.0 623 42.0 aas g 517 396 356 314 255 35.2 232 29.8 212 22.1 180 18.4 183 16.8 155 Rectangular Loading 8 A 75.7 50.7 43.2 35.6 26.0 224 19.5 15.0 12.8 11.8 8 t E4 662 507 456 400 324 294 268 225 202 192 Trap rrrg Loadingia. 99.0 60.0 61.8 40.5 33.5 28.0 20.3 18.7 15.2 c '9 517 396 356 313 253 230 210 177 160 152 140 in Rectangular Loading A 0 Trap/Triang. Loading 0 8 .5 160 in Rectangular Loading TraplTriang. Loading 64.9 43.4 37.0 30.5 22.2 19.2 16.7 12.9 10.9 10.1 662 507 456 400 324 294 268 225 202 192 168.9 99.0 80.0 61.8 40.5 33.4 27.7 19.6 15.9 14.4 517 396 356 313 253 230 209 176 158 150 56.7 38.0 324 26.7 19.5 16.8 14.6 11.3 9.6 8.9 662 507 456 400 324 294 268 225 202 192 188.9 99.0 60.0 61.8 40.5 33.4 27.7 19.6 15.8 14.2 517 396 356 313 253 230 209 176 158 150 19.0 128 15.4 144 16.1 126 15.6 113 TABLE 2B Anchor Clip Patterns Substrate: Anchor Type: 2.7k Concrete Anchor Capacity Table (Ibs) 3.5k Conc. Hollow CMU 3/16' Elco Ultracon 1/4" Etco Ultracon 5/16' Etco Ultracon 3/18' Elco Unracon 1/4" Elco Ultracon 1/4' SS Elco AggreGator 5/16' Elco Ulhacon Filled CMU PT Wood 1/4' SS Eico #10 Steel Edge Distance (in): Embedment (in): 1" 2-1/2' 1" 2-1/2' 3-1/8' 1" 2.1/2' 2 Anchors ® 4.75' Min. O.C. / Standard or Offset Clip (Fig. 1): 4 Anchors © 1.15' MIn. O.C. 1 Standard (or Offset) Clip (Fig. 2): 4 Anchors 3' Min. O.C. / (2) 2x5 Angle Clips / (Fig. 3): 2 Anchors (40.45' Min. O.C. / U-Clip, Into .125' Alum. (Fig. 4): 1 Anchor 1 F-Clip (Fig. 5): 2 Anchors @ 1.15' Min. O.C./ F-Clip (Fig. 6): 1-3/4- 390 Ibs 480 Ibs 7801bs N/A 195 Ibs 240 Ibs 1-3/4" 390 Ibs 7001bs 7801bs N/A 195 lbs 350 Ibs 1.3/4' 4501bs N/A 680 lbs N/A 225 Ibs N/A 1-3/4" 890 lbs WA 1560 Ibs N/A 445 Ibs N/A 2' 1644 Ibs N/A 1898 Ibs N/A 822 Ibs NIA 1-1/4' 270 lbs N/A 540 Ibs N/A 135 lbs N/A 1-1/4" 280 Ibs 380 lbs 560 Ibs N/A 140lbs 190 lbs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: • • FIGURE 3: • • FIGURE 4: • • FIGURE 2: • • • • .. ... . . . 4 * . . . . •. . .. . 4 • . .4 . 4 ANGLE CLIP MUST BE USED IN I3dIRS. . FIGURE 5: • FIGURB&. .. • • • .. . . . .. al al .• • • • • • 1-1/4' 354 lbs N/A N/A N/A 177 lbs N/A 1-1/4" 740 lbs 760 lbs NIA 370 lbs N/A 374 lbs N/A 748 lbs WA 187 lbs WA 664 lbs N/A 880 lbs NIA 332 lbs WA 948 lbs 0.48" 341 lbs N/A 682 lbs 1892 lbs N/A inz Steel Screw (G5) Metal #12 Steel Screw (G5) 682 lbs 473 lbs 170 lbs WA 341 lbs 1-3/8" 0.324' males 442 lbs 885 lbs 885 lbs WA 221 lbs 442 lbs 560 lbs 1120 lbs 1120 lbs 715 lbs 280 lbs 560 lbs ANCHOR CAPACITY ADJUSTMENT FORMULA: MULLION USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. FL CERT. OF AUTH.# 29296 0 -J CCI cc (013 0 0 tu 0 -J -J CO • 0 50 PRODUCT REVISED as c.oroplying with the Florida Building Code Date BY -10 I At:1Lk :iA Mullion Capacity Table (IbsHi2) ..f F::! �/ Imo., 11.1137iiirkuiliat X Tube Mulllion{ ' 2.76Xl Opening Width (for vertically -spanning mullions) or Opening Height (for horizontally -spanning mullions) 50 in 1 60 in 1 70 In I 60 in 1 901n 100 in 120 in 140 In 160 In 9 Trep/Tdang. Loadn 9 Rectangular Loadn 9 Trep/Tdeng. Loading Rectangular Loadfn 9 Trap/Trtang. Loading Rectangular I Loading t TraplTriang. Loading Rectangular Loading Trap/Trlang. I Loading j Rectangular Loading Trap/Tdang. Loading Rectangular Trap/Trlang. Loading Rectangular Loadng TMp/Tliang. Loading Rectangular Load TrapfTirrang. Load n 9 Rectangular Loadin I\ G Anchor Capacity Required (lbs) G$ 2G Anchor Capacity I , Required (lbs) 2 v Anchor Capacity Required (lbs) Mullion Capacity (lbsitt2) Anchor Capacity Required (lbs) Mullion Capacity (Ibs/ t2) Anchor Capacity Required Qbs) : cr., Anchor Capacity Required (lbs) U 2 G Anchor Capacity Required Qbs) v Anchor Capacity Required (lbs) !2 Anchor Capacity Required abs) Mullion Capacity (ibs) Anchor Capacity Required (lbs) 83 G Anchor Capacity Required (lbs) G Anchor Capacity Required Qbs) 2 G Anchor Capacity Required (lbs) �^ 8d 2 -a Anchor Capacity Required (lbs) Mullion Capacity (lbs) G :II G Anchor Capacity Required (lbs) 5 22 Anchor Capacity Required (lbs) 3_ Anchor Capacity • Required abs) R w 1 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 148.7 1301 170.0 521 127.5 1301 170.0 521 111.5 1301 170.0 521 Mull Length 421n 170.0 620 170.0 435 170.0 481n 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 151.8 1139 170.0 677 138.8 1139 170.0 680 113.9 1139 170.0 680 97.6 1139 170.0 660 85.4 1139 170.0 680 60.625 In 170.0 747 170.0 563 170.0 896 170.0 631 167.8 1032 170.0 684 146.8 1032 170.0 723 130.5 1032 170.0 747 117.4 1032 170.0 756 97.9 1032 170.0 756 83.9 1032 170.0 758 73.4 1032 170.0 756 54 in 170.0 797 170.0 612 161.3 907 170.0 691 138.2 907 164.7 730 120.9 907 152.5 720 107.5 907 145.0 714 96.8 907 141.1 710 80.6 907 140.0 709 69.1 907 140.0 709 60.5 907 140.0 709 60 in 141.1 735 151.5 625 117.6 735 130.3 611 100.8 735 116.0 599 88.2 735 106.2 590 78.4 735 99.5 583 70.5 735 95.1 578 58.8 735 91.8 574 50.4 735 91.8 574 44.1 735 91.8 574 63 In 121.9 666 130.0 570 101.6 668 111.5 557 87.0 668 98.9 547 76.2 668 90.1 538 67.7 666 83.9 531 60.9 666 79.8 526 50.8 0 666 75.8 521 43.5 666 75.6 521 38.1 666 75.6 521 66In 106.0 607 112.4 522 88.3 607 96.1 511 75.7 607 85.0 501 66.2 607 77.1 493 58.9 607 71.5 486 53.0 607 67.6 481 44.2 607 63.4 476 37.9 607 62.7 474 33.1 607 62.7 474 721n 81.6 510 85.8 443 68.0 510 73.0 434 58.3 510 64.3 426 51.0 510 57.9 419 45.4 510 53.3 413 40.8 510 50.0 408 34.0 510 45.9 402 29.2 510 44.4 399 25.5 510 44.3 399 761n 69.4 458 72.5 400 57.8 458 61.7 392 49.6 458 54.1 385 43.4 458 48.6 378 38.8 458 44.6 373 34.7 458 41.6 368 28.9 456 37.7 382 24.8 458 38.0 359 21.7 458 35.7 358 78 In 64.2 435 67.0 381 53.5 435 56.8 373 45.9 435 49.8 366 40.1 435 44.7 360 35.7 435 40.9 355 32.1 435 38.1 351 26.8 435 34.4 344 22.9 435 32.8 341 20.1 435 32.2 340 90 In 41.8 327 43.1 290 34.8 327 36.4 285 29.9 327 31.8 280 26.1 327 28.3 275 23.2 327 25.7 271 20.9 327 23.7 268 17.4 327 21.0 262 14.9 327 19.3 258 96in 34.4 287 35.4 257 28.7 287 29.9 252 24.6 287 26.0 248 21.5 287 23.1 244 19.1 267 20.9 240 17.2 287 19.3 237 14.4 287 16.9 232 108 in 24.2 227 24.7 205 20.2 227 20.8 201 17.3 227 18.0 198 (®o 227 18.0 195 111 In 22.3 215 22.7 194 18.6 215 19.1 191 15.9 215 16.6 188 1201n 17.6 184 17,9 167 At$Lt_ 31i Anchor Capacity Table (Ibs) Anchor Clip Patterns Substrate: 2.7k ne Co._e 3.5k Conc. Hollow CMU Filled CMU PT Wood Metal Anchor Type: 3/16' Elco Ultiacon 1/4" Eko Ullracon 16" Elco Ultracon 3/16" Elco Uluaeon 1/4" Elco Uttracon 1(4' SS Elco AggreGator 5/16' Elco Ullmcon 1/4' SS Elcot110 AggreGator Steel Screw (G5) k12 Steel Screw (G5) it12 Steel Screw (G5) Edge Distance (in): 1' 2-1/2' 1' 2-1/2' 3-1/8' 1' 2-1/2' 1' 2-1/2' 2" 3-1/8' 2' 0.48' 0.54' 0.324' Embedment (in): 1-3/4' 1-3/4' 1.31 2" 1-1/4' 1-1/4' 1-1/4' 1-1/4' 1-1/4' 1-1/4' 2' 13/8' 1-3/8' wades or Offset Clip (Fig. 1): 390 lbs 390 Ibs 450 Ibs 890 lbs 1644 Ibs 270 lbs 280 Ibs 354 Ibs 740 lbs 374 Ibs 664 lbs 946 Ibs 341 Ibs 442Ibs 560 lbs 2 Anchors @ 4.75' Min. O.C. / Standard 4 Anchors @ 1.15' Min. O.C. 1 Standard (or Offset) Clip (Fig. 2): 480 lbs 700 Ibs N/A N/A N/A N/A 380 lbs N/A N/A N/A N/A WA 682 Ibs 885 lbs 1120 lbs 4 Anchors @ 3' Min. O.C. / (2) 2x5 Angle Clips / (Fig. 3): 780 lbs 780 Ibs 680 Ibs 1560 lbs 1896 Ibs 540 lbs 580 lbs N/A 760 Ibs 748 Ibs 880Ibs 1692 lbs 682 Ibs 885 Ibs 1120 lbs 2 Anchors @ 0.45' Min. O.C. / U-Cilp• Into .125' Alum. (Fig. 4): N/A N/A N/A N/A N/A N/A N/A N/A WA NIA N/A N/A N/A N/A 715 Ibs 1 Anchorl F-Ciip (Fig. 5): 195 Ibs 195 lbs 225 Ibs 445 lbs 822 Ibs 135 lbs 140 Ibs 177Ibs 370 Ibs 187 lbs 332 Ibs 473 lbs 170 Ibs 221 Ibs 280 Ibs 2 Anchors © 1.15" Min. O.CJ FCtip (Fig. 6): 240 Ibs 350 lbs NIA N/A N/A N/A 190 lbs WA NIA N/A N/A N/A 341 lbs 442 lbs 560 lbs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. rmr"-`- CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE 1: • FIGURE 3: • • FIGURE 4: 1:1 FIGURE 5: FIGURE 2:_ _ � 14 ...iti.�: 4 • h • • 000 • • • • • • • • • • • • • • • • • • • ••• • • . • _ _• • •• ••• •• • • • •• AMM • • • ••• • ANGLE CLIP MUST BE USED IN3 /FRS; •• •• •• • •• • • • • • • • • • • •• • • •• • • • • FIGURE 6:• • • ... • •�• 4 •••• • • • • • • ••• • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • ANCHOR CAPAC: ( F<o}X / ANCHOR CAP.,K,,,� DP L ANCHOR CAP.,, MULLION CAP.,„„.I USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 1.000" 2.750' 1' X 2.75' X .375" MULLION C 0 -3 O O (Y) (c) zo p, 0 0 Z m y 0 A m m U U CO o O 0 m N Z 0 ctO 0 50 PRODUCT RBVISED as complying with the Florida i3ullding Code Acceptsnco No 1&,,,piratkr Rae Miami ale Product Control t.) \‘11t1111i1//ll/ `\� .cC ��CFNS�-- No. 58705 ce /15- STATE OF �/ • i- ONrA1P .` A. LYNNIM1LLE'f�, P.E. FL P.E.# 58705 1 r'1L'LL-. `,,,, Mullion Capacity Table (Ibs/ft2) 1 x .860 Tube Mullion Opening Width (for vertically -spanning rmilions) or Opening Height (for horizontally -spanning mullions) 50 in 60 In 70 in 80 In 90 in 100 In 120 In 140 in l 160 in Rectangular Loading Trap/Triang. Loafing Rectangular Loadng Trap/Triang. Loading Rectangular Loading Trap/Trtang. Loadng Rectangular Loafing Trap/Triang. Loading Rectangular Loading Trap/Triang. Landing Rectangular Loading TrapJTrtang. Loading Rectangutar Loading Trap/Trtang. Loading 2.76 x Rectangular Loafing Trap/Triang. Loading Rectangular Loading Trap/Triang. Loading Alum. - . 0N_�r 5 C 1 a i .. Utz L 7 CV. d rY f d 0j{]; 5 F ; '� G f a i3 (q G U.D C g CU. � K n !0 0 s g j 1 TL . fly] N G Uti g E �C� S Q a I�n6 0 O .2 1 n p¢N !a c UFO :C I CUGB ¢ rY i'fiy ; 0(_� O C i . lQ G U L xS C ip Q tr f S- U_ : G 2 y� W G 0, .1.3.g VCG, lb ¢ lY fl qQ N U s v a �2 G nf i0 �G U L- CVG. Q tr 1 U_ _ v � � G f N c Uv V 7 j � OC {�nC U_ O j 1] � G Z Via Ua 2 SS m Q tY ; U O V r G 'n `, i0 nG Uv u �j V K N UC _ O j .II � G Py i C U'O u C, Q� qpP 1 _ U(� O v 2 1] 'L G P y N i U� , C, m Q d' 2: i _ U(�1 5 C 1� n `.� {�n0 nG Ub .. CG. a K 'pn q U _ p a 2~ G .Q l0 �G Uv V 7 j 1 V f �C _ U(� O v 231 fy� N c Uv g g m � rY f R _ U(� e C ; r2 G 1: `q N aG U7 g 11 fn 10 U .2v j`�� '2 G n 10 �G U'ct G m C. Q a -- (p U}^ .2v '� f 10 `B^G Uv CV, 5 Q rY 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 158.7 1820 170.0 521 138.8 1620 170.0 521 Mull Length 421n 170.0 620 48 In 170.0 708 170.0 524 170.0 850 170.0 584 170.0 902 170.0 630 170.0 1133 170.0 861 170.0 1275 170.0 677 170.0 1417 170.0 680 141.7 1417 170.0 680 • 121.5 1417 170.0 680 106.3 1417 170.0 680 50.625 in 170.0 747 170.0 583 170.0 896 170,0 631 170.0 1048 170.0 684 170.0 1195 170.0 723 182.8 1288 170.0 747 ' 148.3 1286 170.0 758 121.9 12138 170.0 756 104.5 1286 170.0 758 91.4 1288 170.0 756 541n 170.0 797 170.0 612 170.0 958 170.0 691 170.0 1118 170.0 754 150.7 1130 170.0 803 133.9 1130 170.0 837 120.6 1130 170.0 656 100.5 1130 -170.0 881 86.1 1130 170.0 861 75.3 1130 170.0 881 60 in 170.0 885 170.0 701 148.5 915 162.3 781 125.5 915 144.5 746 109.8 915 132.3 735 97.6 915 123.9 728 87.9 915 118.5 720 73.2 915 114.4 715 62.8 915 114.4 715 54.9 915 114.4 715 63in 151.8 830 181.9 710 128.5 830 138.9 694 108.5 830 123.2 681 94.9 830 112.2 870 84.4 830 104.8 662 75.9 830 99.4 656 63.3 830 94.5 649 54.2 830 94.1 649 47.4 830 94.1 649 66In 132.1 757 140.0 650 110.0 757 119.8 638 94.3 757 105.9 624 82.5 757 98.1 814 73.4 757 89.1 606 66.0 757 84.2 600 55.0 757 79.0 593 47.2 757 78.2 591 4i.3 757 78.2 591 72 in 101.7 638 106.8 552 B4.8 638 91.0 540 72.7 838 80.1 530 63.8 638 72.2 52i 56.5 636 66.5 514 50.9 638 82.3 508 42.4 636 57.2 500 36.3 636 55.3 497 31.8 836 55.2 497 78 In 66.5 571 90.4 496 72.1 571 76.8 466 6. 571 67.4 479 54.1 57t 60.6 471 48.0 571 55.5 464 43.2 571 51.8 459 38.0 571 47.0 451 30.9 571 44.6 447 27.0 571 44.5 446 781n 80.0 542 83.4 474 68.7 542 70.8 465 57.1 542 62.1 458 50.0 542 55.7 449 44.4 542 51.0 442 40.0 542 47.5 437 33.3 542 42.9 429 28.6 542 40.8 425 25.0 542 40.1 423 90 in 52.1 407 53.7 381 43.4 407 45.4 355 37.2 407 39.8 349 32.5 407 35.3 343 28.9 407 32.1 338 26.0 407 29.6 334 21.7 407 28.1 327 18.6 407 24.1 322 16.3 407 23.0 319 96in 42.9 358 44.1 320 35.8 358 37.2 314 30.7 358 32.4 309 26.8 358 28.8 304 23.8 358 26.1 300 21.5 358 24.0 296 17.9 358 21.0 289 15.3 358 19.2 284 1081n 30.1 283 30.8 255 25.1 283 25.9 251 21.5 283 22.5 247 18.8 283 19.9 244 16.7 283 18.0 240 15.1 283 16.5 237 1 1 1 In 27.8 287 28.3 242 23.1 287 23.8 238 19.8 267 20,8 235 17.3 267 - -18.3 231 15.4 267 16.5 228 , 120In 22.0 229 22.3 209 18.3 229 18.8 205 15.7 229 16.2 202 1 r%rJ1-1_ 'tU Anchor Capacity Table (Ibs) Anchor Clip Patterns Substrate: 2.7k Concrete 3.5k Conc. Hollow CMU Filled CMU PT Wood Metal Anchor Type: 3116' Elco Uilracon 114` Elco Ullracan 5/16' Elco Ullrecon 3/16' Elco UlVecon 1/4' Elco Ultrecan 1/4' SS Elco AggreGator 5/16' Elco UltreCon 1/4- SS Elco AggreGator #10 Steel Screw (G5) #12 Steel Screw (G5) #12 Steel Screw (GS) Edge Distance (in): 1' 2-112' 1' 2-1/2' 3-1/8' 1' 2-1/2' 1' 2-1/2' 2' 3-1/8' 2' 0.48' 0.54' 0.324" Embedment(in): 1-3/4" 1-3/4' 1-3/4' 1-3/4' 2' 1-1/4" 1-1/4" 1-1/4' 1-1/4' 1-1/4' 1-1/4' 2' 13/8' 1-3/8' wines or Offset alp (Fig. 1): 390 Ibs 390 Ibs 450 lbs 890 lbs 1644 lbs 270 Ibs 280 Ibs 354 Ibs 740 Ibs 374 Ibs 664 lbs 946 lbs 341 Ibs 442 Ibs 560 ibs 2 Anchors @ 4.75' Min. O.C. / Standard 4 Anchors @ 1.15' Min. O.C. / Standard (or Offset) Clip (Fig. 2): 480 Ibs 700Ibs N/A N/A WA N/A 380 Ibs N/A N/A WA N/A N/A 662 Ibs 885 I 1120 Ibs 4 Anchors @ 3" Min. O.C. / (2) 2x5 Angle Clips / (Fig. 3): 780 Ibs 780 Ibs 680 Ibs 1560 Ibs 1896 lbs 540 Ibs 560 Ibs NIA 760 Ibs 7481bs 880 Ibs 1892 lbs 682 lbs 885 be 1120 lbs 2 Anchors @ 0.45' Min. O.C. / U-Clip, into .125' Alum. (Fig. 4): N/A N/A N/A WA N/A N/A N/A NIA WA N/A NIA N/A WA 715Ibs 1 Anchor / F-Clip (Fig. 5): 195 Ibs 195 Ibs 225 Ibs 445 Ibs 822 Ibs 135 lbs 140 lbs 177 Ibs 370 Ibs 187 Ibs 332Ibs 473 lbs 170 lbs 221 Ibs 280Ibs 2 Anchors @ 1.15' Min. O.C./ F•Clip (Fig. 6): 240 lbs 350 Ibs N/A WA N/A N/A 190 Ibs WA N/A N/A N/A N/A 341 Ibs 442 Ibs 560 lbs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. � CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE 1: e e FIGURE 3: e e FIGURE 4: FIGURE 5: FIGURE 2: e e e e • • .• ..• • • . • • .• •. . . .. ... .. ANGLE CLIP MUST BE USED IN• DAI•• RS! •• • FIGUP.E 6:: • e • • • • • • . . • . • •• voi e • • •. •. ... • • • :• .. •.. • • . . • • • • • . • • • • • • • • ••• • • • . • • • • . • • • • • • • • . •• .. . . . •• •• ..• • • . ••• • • . . • . . ANCHOR CAPACITY ADJUSTMENT FORMULA: (DPL,) X ( ANCHOR CAP.,, ,,,, \ =ANCHOR CAP.,,, \\MULLION CAP.,,,,,,,, USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. '. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 1,000' 2.750' 1" X 2.75" X .650' MULLION to 0 W D -J 1.0 O (0. u) N x o 0 0 0 M (O z 0) 8 0 Z 0 o 3 c 0 FL CERT. OF AUTH.# 29296 0 0 0 0 n Z 0 mo PRODUCT REVISED 3ufldlnng an the Florid Acceptance No _ Inl Dado Product Control \,1t1llIl1/// \\\r,`A` LYrNN tip, �� • \,1CFNSF '• N.? • F' .• No. 58705r v wy -ice' F<OF2lD2 `�� S /r/lrli\ A. LYNN MILLER, P.E. F L P.E.# 58705 r /1OL.G JP1 Mullion Capacity Table (Ibsltt2) 1" x .600"Alum Tube Opening INidth (for vertical 'sparlrirg millions) or Opening Height (for horizontally -spanning mullions) _ _ 50 in 1 60 in I 70 in I 60 in 90 in 1001n 1 120 in 140 in 160 in 3.126" x Mull Rectangular Loading Trap/Triang. Loafing Rectangular Loafing Trap/Wang. Loafing Rectangular Loading Trap/Triang. Loafing Rectangular Loafing TraplTtlang. Loafing Rectangular Loading Trap/Triang. Loafing Rectangular Loafing TrapiTrlang. Loafing Rectangular Loading Trap/Triang. Loading Rectangular Loafing TraI Triang. Loafing Rectangular Loading Trap/Triang. Loafing f^ 0 g N� O C S G P g- O v 5 t '3 flu.. m ¢ (r P g 0 c � � '2 '2 G P gi U g L •j � � P g 0_ c � � A � G PPP i Ov. v t 7 CJu �l CC i 0 c _O � '� � G ki U g F '� � R� l± . U c N C C lA i G P @.i O v L L 7 � � P g O c O � 'a � G P �2. O v E LrJ '7 V it P g U c O Ly�7 lG A' .i O v m Gj7 7 Li P m V c O � 11 P Ili O v �5 � LE, . g O c � � lA A' -i4 O v L L 3 5" g V � PP i 0 c 0 � � ✓: G ff. U g i L 7 C"� g Q � P A 0 c � � 'A .� PPP lg O v .4 V a it .3 _ C (� O C g ii O v b E V � � R� A" i O c O � � G 2; li4 O l7 g U � Q R� , A O C � � T2 G ' l± li O v . V g �� . 1 0 c g O �(j gA . II O v P g CV, i L A O c0 g CA gG hi O v L CV, g :41 i^ A 0 g lV CC� V ii O v g L 5V f L i O C� lV 3 �C�''' •gG ii U 151 C L 170.0 435 170.0 744 170.0 478 170.0868 170.0 508 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 154.4 1802 170.0 521 IMull Length 42 In 170.0 620 481n 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 681 170.0 1275 170.0 877 170.0 1417 170.0 660 157.7 1577 170.0 880 135.1 1577 170.0 660 118.2 1577 170.0 680 50.6251n 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 141.7 1495 170.0 758 121.5 1495 170.0 758 106.3 1495 170.0 758 54In 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 188.1 1401 170.0 837 149.5 1401- 170.0 856- 124.6 1401 170.0 861- -106.8 1401 -170.0 881 93.4 1401 170.0 881 60in 170.0 885 170.0 701 170.0 1063 170.0 797 158.5 1156 170.0 878 138.7 1156 167.0 928 123.3 1156 156.5 917 111.0 1158 149.7 910 92.5 1158 144.5 903 79.3 1158 144.5 903 69.4 1158 144.5 903 63in 170.0 930 170.0 745 159.8 1049 170.0 650 137.0 1049 155.5 860 119.8 1049 141.7 848 106.5 1049 132.0 836 95.9 1049 125.5 826 79.9 1049 119.3 820 68.5 1049 118.9 819 59.9 1049 118.9 819 68 in 166.8 955 170.0 789 139.0 955 i51.3 804 119.1 955 133.7 788 104.2 955 121.4 775 92.8 955 112.8 785 83.4 955 106.4 757 89.5 955 99.8 749 59.8 955 98.7 748 52.1 955 98.7 748 72in 128.5 603 134.9 897 107.0 803 114.9 682 91.8 803 101.1 670 80.3 803 91.2 659 71.4 803 83.9 649 84.2 603 78.8 642 53.5 803 72.2 632 45.9 803 89.8 628 40.1 803 69.7 627 781n 109.2 721 114.1 629 91.0 721 97.0 818 78.0 721 85.1 605 68.3 721 78.5 595 60.7 721 70.1 586 54.6 721 85.4 579 45.5 721 59.4 569 39.0 721 58.6 564 34.1 721 56.1 563 78 In 101.0 884 105.4 599 84.2 684 89.4 587 72.2 864 78.4 576 83.1 684 70.4 567 58.1 684 64.4 558 50.5 684 59.9 551 42.1 664 54.1 541 38.1 684 51.3 536 31.8 684 50.6 534 90In 85.8 514 87.9 456 54.8 514 57.3 448 47.0 514 50.0 440 41.1 514 44.6 433 38.5 514 40.5 427 32.9 514 37.3 421 27.4 514 33.0 412 23.5 514 30.4 406 20.8 514 29.0 403 961n 54.2 452 55.7 404 45.2 452 47.0 396 36.7 452 40.9 390 33.9 452 38.4 384 30.1 452 32.9 378 27.1 452 30.3 373 22.6 452 28.6 365 19.4 452 24.2 359 16.9 452 22.8 355 108 In 38.1 357 38.9 322 31.7 357 32.7 317 27.2 357 28.4 312 23.8 357 25.2 308 21.1 357 22.7 303 19.0 357 20.8 299 15.9 357 18.0 293 13.6 357 18.2 287 11.9 357 15.0 283 111 In 35.1 338 35.8 308 29.2 338 30.1 301 25.0 338 26.1 296 21.9 338 23.1 292 19.5 338 20.8 288 17.5 338 19.0 284 14.6 338 16.5 278 12,5 338 14.8 273 11.0 338 13.6 269 120 in 27.7 289 28.2 283 23.1 289 23.7 259 19.8 289 20.5 256 17.3 289 18.1 252 15.4 289 16.3 249 13.9 289 14.9 248 11.6 289 12.8 240 9.9 289 11.4 238 8.7 289 10.4 232 r HOLG JD AnchorCapacity Table (Ibs) AnchorClip Patterns Substrate 2.7kConcreie 3.5kCmc. Hollow CMU Fined CMU PTWood M64 Anchor Type: 3rt6 Etco Utiracar 114^ ElcoUttracon 5/16" Elm ulracon 3l16' Elul Ullman t!a' EkoUllydcon 1/4' SS Elco AggreGator 5/16' Elco Ulraccn 1/4" SS Elm AggreGator #10 Steel Screw (G5) #12Steel Screw (G5) #12 Steel Screw (G5) Edge Distance (In) 1" 2-1/2' 1" 2-1/2' 3-1/6' 1" 2-1/2' 1" 2-1/2' 2' 3-1/6• 2' 0.48" 0.54' 0.324" Embedmentpn) 13/4" 13/4' 1-3/4' 13/4' 2' 1-1/4' 1-1/4' 1-1/4' 1-1/4' 1-1/4" 1-1/4" 2' 1-3/8' 1316' vales 560 Its 2 Anchors p 4.75" Lain. O.C. I Starrlad or Offset Citp (Fig. 1) 390 Ibs 393 Ibs 450lbs 890 Its 1644 Ibs 270 Ibs 280 Ibs 354 Ibs 7401bs 374 Ibs 664 Ibs 9461t;s 341 lbs 442 Its 4 Anchors Q 1.15' Min O.C. I Standard (cc Offset) Clip (Flg 2)- 4801bs 7001bs tl/A IUA WA WA 380 Ibs WA WA H/A WA WA 6621bs 885 Ibs 11201bs 4 Anchors ®3" Mtn. O.C. / (2) 2x5 Angle Clips / (Fig. 3)- 780 lbs 780 Its 680 Ibs 1560 Its 1896 Ibs 540Ibs 560 Ibs NIA 760Ibs 748 Ibs 880 Its 1692 Its 6821bs 865 Its 1120 lbs 3Anchors (90.45•Min.O.C./U-C9p,Into .125'Alum. (Fig.4) N/A tl/A WA WA WA WA HJA WA HJA NIA N/A WA WA IUA 1073Its 1 Anchor/ F-Clip (Fig 5) 185Ibs 195Ibs 225Ibs 4451bs 822 Its 1351bs 140 Its 1771bs 3701bs 1671bs 3321bs 473Ibs 170rbs 221 Its 280 lbs 2Anchors {a) 1.15" Mtn. O.CJ F-Clip (Flg 6) 240 Ibs 350 Its N/A HJA WA NIA 190 Its U/A WA Il/A tl/A HJA 341 Ibs 442 Ibs 5601bs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDRRD CLIP. FIGURE 1: • • FIGURE 3: • • FIGURE 4: • • FIGURE 5: • FIGURE 2: • • • • •• ••• • • • • • •• • • ANGLE CLIP MUST BE USED INIPIMRS, • • • • • . • . •. . . • • FIGVR�6:. ••• • •••0 • • • • . •. • • • • •• ••• • • • • • • • • • • • • • • •• . . • • • • • • •.. • • • . • • • • • • • • . • . • . •. •• • • • •• •• ••• • • • •.• . • ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP"F,) x (ANCHOR CAP., O ,O) = ANCHOR CAP.,, `MULLION CAP.^,,,,,,u USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. - 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. I~ 1.000"-I 3.125" 1" X 3.125' X .5" MULLION (1' VF MULLION) FL CERT. OF AUTH.# 29296 c 0 a am CO lr 0 0 M CO 20 c ai 0 m m 0 CD Z m U m co 0 0 0 ,.0 0 m N PRODUCT REVISED as complying with the Florida Building Code Acceptance No �,,..t . of P‘P1140°R DaleWand bade Product Control j`1it11111//!J7 .<\ �\CENSF'•,p � r �` No.58705 •`` : .. . . . _f . a A % ,,,______i_ 15 ` STATE w �� - FCORIOP`.•' (' ",,�I /ONAL. �c�,• A. LYI�tIMILLii, P.E. FL P.E.# 58705 I rl1,6.14� Vrl Mullion Capacity Table (Ibslfi2) 1 x Alum. Mullion Opening Width (for vertically -spanning mullions) or Opening Height (for horizontely-spanrirg millions) 50 In I 60 In 1 701n l 80 in ' 901n 100 in 120 in r 1401n 160 in 4 x .126 Tube Rectangular Loading TraplTriang. Loading 1 Rectangular Loading Trap Tdeng. Loading Rectangular Loading Trep/Triang. Loading Rectangular Loading Trap/Trlang. Loading Rectangular Loading Trap/Mang. Loading Rectangular Loafing TreplTdang. Loafing Rectangular Loading Trep/Tnang. Loading Rectangular Loading TraplTdang. Loafing Rectangular Loading TraplTriang. Loading Mullion Capacity (lbs/ft2) Anchor Capacity Required (lbs) Mullion Capacity (fb&ft2) Anchor Capacity Required (ibs) g 8 Anchor Capacity Required (lbs) Mullion Capacity (bsMt2) i 8 G $ ._ QC Mullion Capacity (Ibs/tt2) Anchor Capacity Required (lbs) Mullion Capacity (lbs/ft2) Anchor Capacity Required (lbs) io o o � ay G y170.0 a ,g 8 -- $ tu5 4 CapacijMultion Qbs Anchor Capacity Required (lbs) g 8 o �2 Anchor Capacity Required (Ibs) {Qy� 8 g 3 �2 G Anchor Capacity Required (lbs) Mullion Capacity 0bs ) Anchor Capacity Required (lbs) ci o yQ I G s t e Q Mullion Capacity (lbs/) Anchor Capacity Required (lbs) Mullion Capacity (lbs/ft2) Anchor Capacity Required (lbs) a. �j 8 C 4 a 1 C k i 8 c j 4 1E. 8 C �°- 3 y a Anchor Capacity, Required (lbs) es c3 Lam- a �2 G Anchor Capacity Required (lbs) a 8 C i. . .- a yyyq��, • Anchor Capacity 6 Required (lbs) Mull Length 421n 170.0 170.0 435 E170.0 744 170.0 478 170.0 868 170.0 508 992 170.0/ 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1468 170.0 521 145.8 1489 170.0 521 127.6 1489 170.0 521 48In 170.0 708 170.0 524 170.0 860 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 877 158.3 1303 170.0 680 130.3 1303 170.0 680 111.7 1303 170.0 680 97.7 1303 170.0 680 50.625 in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 156.1 1235 170.0 747 140.5 1235 170.0 756 117.1 1235 170.0 756 100.4 1235 170.0 756 87.8 1235 170.0 756 54 in 170.0 797 170.0 612 170.0 958 170.0 691 170.0 1116 170.0 754 154.4 1158 170.0 -803 137.2 -1158 170.0 837 123.5 1158 170.0 856 102.9 1158 170.0 861 88.2 1158 170.0 861 77.2 1158 170.0 881 60 In 170.0 885 170.0 701 166.7 1042 170.0 797 142.9 1042 161.1 832 125.1 1042 146.7 815 111.2 1042 138.8 801 100.0 1042 130.2 791 83.4 1042 125.1 782 71.5 1042 125.1 782 82.5 1042 125.1 782 631n 170.0 930 170.0 745 151.2 992 163.8 818 129.6 992 144.4 799 113.4 992 131.0 762 100.8 992 121.4 768 90.7 992 114.8 758 75.6 992 108.4 745 64.8 992 108.0 744 56.7 992 108.0 744 66 In 165.4 947 170.0 789 137.8 947 148.0 786 118.1 947 130.3 768 103.4 947 117.7 752 91.9 947 108.7 738 82.7 947 102.2 727 68.9 947 95.1 713 59.1 947 94.0 711 51.7 947 94.0 711 72in 135.9 849 142.7 737 113.2 849 121.6 722 97.0 849 106.9 708 84.9 849 98.4 696 75.5 849 88.7 686 67.9 849 82.7 675 56.6 849 75.3 659 48.5 649 72.5 652 42.5 849 72.4 651 76In 115.5 762 120.7 665 96.3 762 102.6 652 82.5 762 90.0 640 72.2 762 80.9 629 64.2 762 74.2 620 57.8 762 69.2 613 48.1 762 62.8 602 41.3 762 59.9 597 36.1 762 59.4 595 78 In 106.9 724 111.4 634 89.0 724 94.6 621 76.3 724 82.9 609 66.8 724 74.4 599 59.4 724 68.1 591 53.4 724 63.4 583 44.5 724 57.3 573 38.2 724 54.3 567 33.4 724 53.5 565 90 In 69.6 543 71.8 483 58.0 543 60.7 474 49.7 543 62.9 466 43.5 543 47.1 458 38.6 543 42.8 452 34.8 643 39.5 446 29.0 543 34.9 436 24.8 543 32.1 430 21.7 543 30.7 426 98In 57.3 478 58.9 427 47.8 478 49.7 419 40.9 478 43.2 412 35.8 478 38.5 406 31.8 478 34.8 400 28.7 478 32.0 395 23.9 478 28.1 386 20.5 478 25.6 380 17.9 478 24.2 376 1081n 40.3 377 41.1 341 33.5 377 34.6 335 28.8 377 30.0 330 25.2 377 28.8 325 22.4 377 24.0 321 20.1 377 22.0 317 16.8 377 19.0 310 14.4 377 17.1 304 111 in 37.1 357 37.8 323 30.9 357 31.8 318 26.5 357 27.6 313 23.2 357 24.4 309 20.6 357 22.0 305 18.5 357 20.1 301 15.4 357 17.4 294 120In 29.3 306 29.8 279 24.5 306 25.1 274 21.0 306 21.7 270 18.3 306 19.2 287 18.3 308 17.3 263 144 in 17.0 212 17.2 196 I nu L.L. VI./ Anchor Capacity Table (Ibs) Anchor Clip Patterns Substrate: 2.7k Concrete 3.5k Conc. Hollow CMU Filled CMU PT Wood Metal Type: 3/16- Eico Ultracon 1/4" Elea Ultracon 5/18" Elco Ultracon 3/i6' Elco Ultracon 1/4" Elco Ultracon 1/4' SS Elco AggreGetor 5/18' Elco Ultracon 1/4' SS Elco AggreGator #10 Steel Screw (G5) #12 Steel Screw (G5) #12 SteelAnchor Screw (G5) Edge Distance (in): 1' 2-1/2' 1' 2-1/2' 3-1/8' 1" 2-112' 1" 2-1/2' 2' 3.1/8' 2' 0.48" 0.54' 0.324" Embedment (in): 1-3/4' 1.3/4' 1-3/4" 1-3/4' 2' 1-1/4' 1-1/4" 1-1/4' 1-1/4" 1-1/4' 1-1/4' 2' 1-3/8' 1-3/8" series 2 Anchors © 4.75' Min. O.C. / Standard or Offset Clip (Fig. 182): 390 Ibs - 390 Ibs 450 Ibs 890 Ibs 1644 Ibs 270 Ibs 280 Ibs 354 lbs 740 Ibs 374 Ibs 664Ibs 946 Ibs 341 Ibs 442 Ibs 560 lbs 4 Anchors @ 2.25' Min. O.C. / Standard (or Offset) Clip (Fig. 3): 700 lbs 700 Ibs 580 Ibs 1410 Ibs 952 Ibs N/A 560 Ibs NIA 630 Ibs N/A 880 lbs NIA 682 lbs 885 lbs 1120 Ibs 8 Anchors @ 1.15' 1.1in. O.C. / Standard (or Offset) Clip (Fig. 4): 960 lbs 1400 Ibs N/A WA N/A N/A 760 lbs N/A WA N/A N/A NIA 1363 Ibs 1770 lbs 2240 Ibs 4 Anchors @ 3' Min. O.C. / (2) 2x5 Angle Clips / (Fig. 5): 780 Ibs 780 lbs 680 Ibs 1560 Ibs 1896 Ibs 540 Ibs 560 Ibs N/A 760 Ibs 748Ibs 880 lbs 1892 Ibs 682 lbs 685 Ibs 1120 lbs 6 Anchors , 3" Min. O.C. / (2) 2x5 Angle Clips / (Fig. 6): 1170 Ibs 1170 Ibs 1020 ibs 2340 Ibs 2844 lbs 810 lbs 840 Ibs N/A 1140 Ibs 1122 Ibs 1320 Ibs 2838 Ibs 1022 Ibs 1327 Ibs 1680 tbs 4 Anchors @ 0.45" Min. O.C. / U-Clip, into .125' Alum. (Fig. 7): NIA N/A WA N/A N/A N/A N/A NIA WA NIA N/A N/A N/A N/A 1430 Ibs 2 Anchors @ 2.25' Min. O.C/ F.Gip (Fig. 8): 350 Ibs 350 Ibs 290Ibs 705 Ibs 476 lbs NIA 280 lbs WA 315 lbs WA 440 Ibs N/A 341 Ibs 442 tbs 560 Ibs 4 Anchors @ 1.15' Min. O.C/ F-Gip (Fig. 9): 480 Ibs 7001bs N/A N/A N/A NIA 380 Ibs N/A NIA WA N/A N/A 682 lbs 8851bs 11201bs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATT FIGURE 1: FIGURE 2. • • • • FIGURE 5: • • • • FIGURE 3. • • • • • • • • FIGURE 6: • • • • FIGURE 4 • ••• • • •• • • • •• • • • • • •• • • • . .• • • • • • • • • .•• • • FIGURE 8. FIGURE 9 • • •. • • • • • • • • • •• • • • • • • ••• • ••• ••• • • • •• •• . FIGURE 7:• • •. •• •• •• • •• •_.. •• • • �• • j •• N • ••• • • •.• • • • • 4 ••••l • .• • • ..__t• • ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS.. . • . • . • • . • • • •• •• • • • •• .• 000 • • • 000 • • • ANCHOR CAPACITY ADJUSTMENT FORMULA: (DPI,) x ( ANCHOR CAP.,,,,,..1 = ANCHOR `MULLION USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. �-j 1.000" 4.000" 1"X4"X.125" MULLION .125" FL CERT. OF AUTH.# 29296 0) Z 0 J J 2 w m 1- 2 cn 0 i... z On w 1L 0 2 F N � O CCI oc U w 0 J J to (NI X X 5 Y A O O cr) (D z .56 0 0 0 U H w w 0 to J J 2 O `-'w �z 0) 0 Z Z cr O ..O 0 PRODUCT REVISED ss complying with the Florida Building code Am.:prance No Pcititetir.rtate dlami ade Product Control \\�1\1111I111//// ��GENSF •' No. 58705 r4 0 SITE w ;'�� ' . FLORiDP.•'�� /, A. LYNNN MILLER, P.E. FL P.E.# 58705 I!- LE %A - Mullion Capacity Table (Ibslft2) A A Opening Width (for vertically -spanning mullions • c "ening Height (forhorizontally-spanning mt.1ions) _l 50 in 60 in 701n I 80 in ' 90 in 100 in l 120 In 140 In 160 In X 4x . , t Alum. r iMuiUcrJflJau ... :37bI 1 r„ Tube• 1i � ►,r .� Rectangular TrapdTriang. Loading 9 Rectangular Loedn 9 Trap/Mang. Loading g Rectan Loading rap/Triang. LoadingLoading Rectangular Trap/Triang. Loadn 9 Rectangular Load n8 Trap/Tdang. LoadngLoading Rectangular Trap/Triang. Loading Rectangular Loading TraplTriang. Loading i ctangutar 9Loading acing Trap1Triang. Rectangular Loading 9 TraplTriang. 9Loading Loading 'u 3 g -_ u .. a 1� 4 1 da 'u d g g 21 �G � .- �, o g 1 g ¢a u 8 s p a2 � u .. {p� `O ` " �r d`a u A g 4 �C u .. g- ° da K. a gq _1 �� 0 r. Q.- 11 doc 6 s a& �� u .. Y7� 11 as u 8C O g 3 u .. a 1- ° �a is L C g_ 'a �G 3 ..0 8 2 ° f �a aC Og - �� 'u .�. ?v . `�'r " a u • 8 rdw 'E �� u .-. 8.g t S .so la u .� C v t ° 1 �a u c O C 'I �� u �. a, L' La 'u a o G u .� a, .. A. rc�j u ac O -G u .. gv 1.5 faF17 u a Og u .- L.s 1 1 �a u 8 s C aE �� a .. a 1C, 5 Q P. 6 jyq]/ 1G '6 Q tit Vi .a sg 5 s 2G u •• � 1. �' a 42 in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 888 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 170.0 1983 170.0 521 481n 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 680 170.0 1983 170.0 680 151.8 2024 170.0 680 6 d72In -476In 3 E 50.625in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 756 156.0 1919 170.0 758 136.5 1919 170.0 758 54 In 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 - 837 170.0 1594 170.0 856 159.9 1799 170.0 881 137.1 1799. 170.0 881 120.0 1799 170.0 881 60In 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1594 170.0 996 155.5 1619 170.0 1033 129.6 1619 170.0 1063 111.0 1619 170.0 1063 97.2 1619 170.0 1063 63In 170.0 930 170.0 745 170.0 1116 170,0 650 170.0 1302 170.0 940 170.0 1488 170.0 1015 156.7 1542 170.0 1076 141.0 1542 170.0 1122 117.5 1542 168.5 1158 100.7 1542 167.9 1157 88.1 1542 167.9 1157 66In 170.0 974 170.0 789 170.0 1169 170.0 903 170.0 1364 170.0 1002 160.6 1472 170.0 1086 142.8 1472 168.8 1148 128.5 1472 158.8 1130 107.1 1472 147.8 1108 91.8 1472 146.0 1104 80.3 1472 146.0 1104 170.0 1063 170.0 878 170.0 1275 170.0 1009 150.8 1320 166.2 1101 " 132.0 1320 149.9 1082 117.3 1320 137.6 1066 105.6 1320 128.6 1049 88.0 1320 117.0 1024 75.4 1320 112.6 1013 86.0 1320 112.5 1012 170.0 1122 170.0 937 149.6 1184 159.4 1013 128.2 1184 139.9 994 112.2 1184 125.7 978 99.7 1184 115.3 964 89.8 1184 107.5 952 74.8 1184 97.6 935 64.1 1184 93.1 927 56.1 1184 92.3 925 2819 168.1 1174 170.0 967 138.4 1124 147.0 965 118.E 1124 128.8 947 103.8 1124 115.E 931 92.3 1124 105.8 918 83.0 1124 98.5 906 69.2 1124 89.0 890 59.3 1124 84.3 681 51.9 1124 83.2 878 \ 90 In • 108.1 844 111.5 750 90.1 844 94.3 736 77.2 844 82.1 724 67.6 844 73.3 712 60.1• 844 66.5 702 54.0 844 61.4 693 45.0 844 54.2 878 38.6 644 50.0 688 33.8 844 47.7 662 89.1 742 91.5 663 74.2 742 77.2 652 63.6 742 67.2 641 55.7 742 59.6 631 742 54.1 622 44.5 742 49.8 614 37.1 742 43.6 600 31.8 742 39.8 590 27.8 742 37.5 584 108 In 62.8 586 63.8 530 52.1 588 53.8 521 44.7 586 46.6 513 39.1 586 41.4 505 34.8 586 37.3 498 31.3 586 34.2 492 28.1 586 29.6 481 22.3 586 28.8 472 19.5 586 24.7 466 111 in 57.6 555 58.8 503 48.0 555 49.5 495 41.2 555 42.9 487 38.0 555 38.0 480 32.0 555 34.2 473 28.8 555 31.3 487 24.0 555 27.1 457 20.6 555 24.3 448 16.0 555 22.4 442 120 in 45.6 475 48.4 433 38.0 475 39.0 426 32.8 475 33.7 420 28.5 475 29.8 414 25,3 475 26.8 409 22,8 475 24.5 404 19.0 475 21.1 395 16.3 475 16.7 387 14.3 475 17.2 381 144In 26.4 330 26.7 305 22.0 330 22.4 301 18.9 330 19.3 297 16.5 330 17.0 293 i /AULI, /CS Anchor Capacity Table (Ibs) -- Anchor Clip Patterns Substrate: 2.7k Concrete 3.5k Conc. Hollow CMU Filled CMU PT Wood Metal Anchor Type: 3/16" Elco Uilracon 1/4' Elco Ultrecon 5/16' Etc° Ultrecon 3/16" Elco Ultraeon 1/4' Elco Ultrecon 1/4' SS Elco AggreGatar 5/16' Elco Ultracon 1/4' SS Elco AggreGator #10 Steel Screw (G5) #12 Steel Screw (G5) #12 Steel Screw (G5) Edge Distance (in): 1' 2-1/2' 1' 2-1/2" 3-1/8' 1" 2-1/2' 1' 2.1/2' 2' 3-1/8" 2' 0.48' 0.54" 0.324" Embedment (in): 1-3/4" 1-3/4" 1-3/4" 1-3/4' 2' 1-1/4' 1-1/4" 1-1/4' 1-1/4' 1-1/4' 1-1/4" 2" 13/8" 13/8" varies 2 Anchors @ 4.75' Mtn. O.C. / Standard or Offset Clip (Fig. 182): 390 Ibs 390 Ibs 450 tbs 890 Ibs 16441bs 270 Ibs 280 Ibs 354 Ibs 740 Ibs 374 tbs 664 Ibs 946 Ibs 341 lbs 442 Ibs 560 Ibs 4 Anchors © 2.25' Min. O.C. / Standard (or Offset) Clip (Fig. 3): 700 Ibs 700 Ibs 580 lbs 1410 lbs 952 Ibs N/A 560 Ibs WA 630 lbs N/A 880 Ibs N/A 682 Ibs 885 Ibs 1120 Ibs 8 Anchors © 1.15' Min. O.C. / Standard (or Offset) Clip (Fig. 4): 960 lbs 1400Ibs WA N/A WA WA 760 Ibs N/A N/A WA N/A WA 1363 Ibs 1770 Ibs 2240 Ibs 4 Anchors @ 3' Min. O.C. / (2) 2x5 Angle Clips / (Fig. 5): 780 Ibs 780 Ibs 680Ibs 1560 Ibs 1896 Ibs 540 Ibs 560 lbs WA 760 Ibs 748Ibs 8801bs 1892 Ibs 682 Ibs 885 Ibs 1120 tbs 6 Anchors @ 3' Min. O.C. / (2) 2x5 Angle Clips / (Fig. 6): 1170 Ibs 1170 Ibs 1020 Ibs 2340 Ibs 2844 Ibs 810 Ibs 840 Ibs N/A 1140 Ibs 1122 Ibs 1320 Ibs 2838 Ibs 1022 Ibs 1327 Ibs 1680 Ibs 4 Anchors @ 0.45' Min. O.C. / U-ctip, into .125" Alum. (Fig. 7): N/A WA WA NIA NIA N/A NIA N/A WA N/A N/A WA N/A NIA 1430 lbs 2 Anchors @ 2.25' Min. O.CJ F-Clip (Fig. 8): 350 Ibs 350 lbs 290 lbs 705 Ibs 476 Ibs N/A 280 lbs N/A 315 Ibs N/A 440 Ibs WA 341 Ibs 442 Ibs 560 Ibs 4 Anchors @ 1.15' Min. O.C./ F-Clip (Fig. 9): 480 Ibs 7001bs N/A WA WA WA 380 Ibs WA N/A WA N/A N/A 682 lbs 885Ibs 1120 lbs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN A FIGURE 1: FIGURE 2. • • • • FIGURE 5: • • • • FIGURE 3. FIGURE 8 FIGURE 9 • • • .•• • ;IGRE;7-: ••• •. • • ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIR$. • • ' • • • • .. .. . . • •• •• ••• • • • ••• • • ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP..) X ( ANCHOR CAP.,,,,.,,,-\ - ANCHOR CAP.,. MULLION CAP.„,„.,_J USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. ---I 1.062" '--- ---I 1.000" f-- 4.000" .375" 1"X4"X.375j "T" -MULLION 4.000" .375" 1 X 4' X .375.1 MULLION FL CERT. OF AUTH.# 29296 LC) (V y a 03 5 rr W 0 cn J LO X 03 O O () z° 6 0 0 Z 8 Z m a) 0 0 SO PRODUCT' RBVJSED es cormlying with di a Florida [iuifdttiB (bde ,{ 4c pionco No .4- �: rntkonprt 1iam bade Product Control \\�\��NE 1I111I// \\� \\OLYNN ��` %// •GtGENs -• F� /�� No. 58705 k r iATE OF • �1: • `S1ONAI. C- ‘‘`� A. LYNN MILLER, P.E. FL P.E.# 58705 I PMJLL UP1 Mullion Capacity Table (Ibsift2) 1.26" 3.188" .266" Tube Opening Width (for vertically -sparring mullions) or Opening Height (for horiiontally-spanning mullions) 50 in 60 In I 70 In 80 in 90 In 1091n 120 In 140 in 180 In x Rectangular { Loading f Traprrrtang. Loading Rectangular Loading Trep/Tdang. Loading Rectangular Loading Trap/Triang. I Loafing I Rectangular Loafing Trap/Trlano. Loading Rectangular Loading TraplTriang. Loading Rectangular LoacKng Trap/Mang. Loafing Rectangular Loadng Trap/Trlang. Loadng Rectangular Loading Trap/Mang. Loading Rectangular Loading Trap1Triang. Loading x Alum Mull8 Mullion Capacity (lbs/+1:2) Anchor Capacity Required (Ibs) .,' C g O Anchor Capacity Required (Ibs) « O 5 2 ' .. � • � u .)a Mullion Capacity (lbs/ft2) ... 3 C . _ g a/ Mullion Capacity (lbs/ft2) Anchor Capacity Required (Ibs) S{. 5 �7 p 5 Anchor Capacity Required (lbs) Mullion Capacity (lbs/ft2) Anchor Capacity Required (lbs) P C O > �� Anchor Capacity Required (lbs) A" 5 g O > Anchor Capacity Required (lbs) Mullion Capacity (lba/ft2) Anchor Capacity Required (Ibs) Mullion Capacity (lbs/112) Anchor Capacity Required Os) Mullion Capacity (Ibs/ft2) P 8� t 3 a Mullion Capacity (lbs/ft2) Z' F 8 ' � � �� O _ 3 �� Anchor Capacity Required (Ibs) Mullion Capacity Qbs�) Anchor Capacity Required (lbs) i' a .5 � .. l c�c �C err Mullion Capacity (lbs/ft2) a _ E 8� . • cl Mullion Capacity (lbsift2) Anchor Capacity Required (lbs) , 435 170.0 744 170.0 5 478 170.0 888 �170.0 506 170.0 992 170.0 519 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 i735 170.0 521 151.6 1769 170.0 521 Mull Length 42in 170.0 620 170.0 481n 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 681 170.0 1275 170.0 677 170.0 1417 170.0 680 154.8 1548 170.0 680 132.7 1548 170.0 680 116.1 1548 170.0 680 50.825 In 170.0 747 170.0 563 170.0 896 _170.0 631 170.0 1048 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 167.0 1468 170.0 756 139.2 1468 170.0 756 119.3 1468 170.0 756 104.4 1468 170.0 756 54 In 170.0 797 170.0 612 170.0 958 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 163.1 1376 170.0 837 146.8 1376 -170.0 858 122.3 '1376 -170.0 --881- 104.8 1378 170.0 -861 _ 91.7 1378 170.0 _861 60In 170.0 885 170.0 701 170.0 1063 170.0 797 158.9 1158 170.0 878 139.0 1158 167.4 930 123.6 1158 158.8 919 111.2 1158 150.0 912 92.7 1158 144.8 905 ` 79.4 1158 144.8 905 69.5 1158 144.8 905 631n 170.0 930 170.0 745 160.1 1051 170.0 850 137.2 1051 155.9 862 120.1 1051 142.0 848 108.7 1051 132.3 837 96.1 1051 125.7 I 830 80.1 1051 119.5 822 68.6 1051 119.1 821 60.0 1051 119.1 821 681n 187.1 957 170.0 769 139.3 957 151.6 805 119.4 957 134.0 790 104.4 957 121.6 777 92.8 957 112.8 767 83.6 957 106.6 759 69.6 957 100.0 750 59.7 957 98.9 748 52.2 957 98.9 748 72In 126.7 804 135.2 698 107.3 804 115.2 684 91.9 804 101.3 671 60.4 604 91.4 660 71.5 804 64.1 650 64.4 804 78.8 643 53.6 804 72.3 633 46.0 804 69.9 629 40.2 804 69.8 628 78 in 109.4 722 114.4 630 91.2 722 97.2 618 78.2 722 85.3 606 68.4 722 76.7 596 60.8 722 70.3 588 54.7 722 65.5 580 45.8 722 59.5 570 39.1 722 58.7 565 34.2 722 58.2 564 78 in 101.2 685 105.6 600 64.4 885 89.8 588 72.3 685 78.5 577 63.3 685 70.5 588 58.2 685 64.5 560 50.6 685 80.1 553 42.2 685 54.3 543 36.2 885 51.4 537 31.6 685 50.7 536 901n 65.9 515 68.0 457 54.9 515 57.5 449 47.1 515 50.1 441 41.2 515 44.7 434 38.6 515 40.6 428 33.0 515 37.4 422 27.5 515 33.1 413 23.5 515 30.5 407 20.6 515 29.1 404 96in 54.3 453 55.8 404 45.3 453 47.1 397 38.8 453 41.0 391 33.9 453 36.4 385 30.2 453 33.0 379 27.2 453 30.4 374 22.6 453 26.6 366 19.4 453 24.3 360 17.0 453 22.9 356 108 in 38.1 358 39.0 323 31.8 358 32.8 318 27.2 358 28.4 313 23.8 358 25.2 308 21.2 358 22.7 304 19.1 358 20.8 300 15.9 358 18.0 293 111 In 35.1 338 35.8 306 29.3 338 30.1 301 25.1 338 28.1 297 22.0 338 23.2 293 19.5 338 20.9 289 17.6 338 19.1 285 120In 27.8 290 28.3 264 23.2 290 23.8 260 19.9 290 20.6 256 17.4 290 18.2 253 15.4 290 16.4 249 144In 16.1 201 18.3 186 1 !NW L. %JL+ AnchorCapacity Table (Ibs) AnchorCiip Patterns Substrate 2.7kConcrete 3.5kConc. HollowCLIU Filled CMU PT Wood Metal Anchor Type 3/16' Elco Utirat on outtracon 1/4' Elco 5/16" Elco Ultracon »la 3+16" Elco Uc al V4" ElcoUitracon 1/4' SS Eko AggreGator 5,16" Elco Ullracon l/4' SS Elco AggreGator #10 Sher! Screw(G5) #12 Steel Screw (G5) #12 Steel Screw (G5) Edge CA stance On) 1" 2-1/2' 1" 2-1/2" 3-1/8' 1" 2-1r2' 1" 2-1/2' 2' 3-1/8" 2' 0.48" 0.54' 0.324" EmbedmentOn� 13/4" 13r4" 13/4" 13'4" 2' 1-1/4' 1-1/4' 1-1/4" 1-1/4' 1-1/4" - 1-1/4' 2' 1-318' 1318' varies 2 Anclots @ 4.75" Min. O.C. / Standard or Offset Clip (Fig 1): 390 Ibs 390 Ibs 450 Ibs 890 Its 1644 Ibs 2701bs 2801bs 354 lbs 7401bs 374 lbs 664 lbs 946 Its 341 lbs 4421bs 560 Ibs 4 Arkhc s @ 1.15' Min Q.C. / Standard (or Offset) Clip (Fig 2) 480 Its 700 Its I1/A WA NIA 11/A 380 Ibs WA WA U/A IUA H/A 6821bs 885 lbs 11201bs 4Anctors Q 3" Min. O.C. / (2) 2(5 Angle Clips / (Fig. 3) 7801bs 7801bs 680 Ibs 1560 Ihs 1896 Ibs 5401bs 560 Its WA 7601bs 748 lbs 880 Ibs 1892 Ibs 6821Ds 885 Its 11201bs 4 Artc hors Q 0.45" Mtn. O.C. / U-Clip, Into .125" Alum (Fig. 4) II/A WA WA WA WA WA NIA N/A WA WA WA IUA U/A WA 1430 Its 1 Ardor/ F- :lip (Fig. 5) 1951Ds 195 Ibs 2251bs 4451bs 822 lbs 1351bs 140 Its 177 Ibs 3701bs 167 Ibs 3321bs 473Ibs 170Ibs 221 ibs 2801bs 2 Anchors ® 1.15' Mir. O.C! F-CIIp (Flg. 6): 240 lbs 3501bs IUA WA N/A tI/A 18) Its N/A WA WA WA WA 341 Its 442 Its 5601bs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: e e FIGURE 3: e e FIGURE 4: • • • • FIGURE 5: e FIGURE 2: e e '. . • . . • • e e • FIG 2E B:• • . • •�• .•• • • e • . • . • • • ..• • • .• •. •• • • .• • *ANGLE CLIP MUST BE USED Ihl TIRS. • • • • • • • • • • •.• . • • . •• • •. • . . . • .. .• ..• . • ANCHOR CAPACITY ADJUSTMENT FORMULA: (DR.) X ( ANCHOR CAP.,,,o",,,,E) _ANCHOR MULLION USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 3.188" 1+1.250"--i D r 265" 1 I i.25" X 3.188' X .265' MULLION (1-1/4' VF MULLION) FL CERT. OF AUTH.# 29296 z O W 03 2 z D -J ♦- z to W cc U a 1) m LN m� 03 rr 0 W a CO J J '4 ) 0 co co co X I1) N Q 1I 0 O O cO 0 z 8 m Q 03 0 Y d U z 0 g O o 0 0 io 0 0) y z PRODUCT REVISED 6s cotaplyine with the Merida Building Code Acceptance No \\\\tilttirlr//fill \ONE{ I.YNN M, /�, i • No. 58705 • 3i • 0 • S- Alt Or 4�� •'•/-LORtOP.•' /ONE G A �LYNNI LLBI, P.E. FL P.E.# 58705 TABLE YA Mullion Capacity Table pee) 1.2b x Alum. Mullion Opening Width (for vertically -spanning mullions) or Opening Height (for horizontally-spaming mullions) 50 in 60 Reclangular Loadng in Trap/Tdang. Loading 70 Rectangular Loading In 1 Trap/Trlang. Loading 80 Rectangular Loafing In I Trap/Triang. Loading 90 I Rectangular Loafing In Trap/Mang. Loafing 100 Rectangular Loading in TraptTriang. Loading 120 Rectangular Loa ring in I Trap/T ang. Loafing Rectangular Loading 140 in Trap/Triang. Loading Rectangular Loafing 160 In Trsp/Triang. Loading x 3.26 .100 Tube Rectangular Loading TraplTdang. Loafing P 8 t3 a a ' 14 .2-' u Q 620 p f c 170.0 , 73 1 }i �[ a IE 435 p 51 2 c 170.0 . iT I r3 i 744 . S t3 2. f G 170.0 4 _C+ �j .¢ 478 r1 a 170.0 14 a .1 i Q 868 a c o. 5 c 170.0 II .2 �+ 508 P k 5 S 3 c 170.0 r* RI 8$ c Q 992 d � i 170.0 P_ 18 _ [� 519 P t3 o 5 2 170.0 PP i t3 g � i k 8 o 5 1 PP g 14 8- 1- � 0 o a 1 PP II 8 / �! d g 8 a 2 c PP II 5$ 1- a t 8 0 _5 3 1. ;± 8 11 f P a 2. 170.0 P �� g 1 }� o f P _ a 3. s b t o u o r 5 � 2 c 8 I 1 1 u 521 P g 8 a 3 c P 8 d$ P I 5 _ a i s r* d I > Q tP 1116 170.0 521 153.3 1118 170.0 521 127.7 1118 521 109.5 1118 170.0 95.8 1118 170.0 521 Mullion Length 421n 170.0 48 In 170.0 708 170.0 524 170.0 850 170.0 584 167.6 978 170.0 630 146.7 978 170.0 661 130.4 978 170.0 677 117.3 978 170,0 680 97.8 978 170.0 680 83.8 978 170.0 680 73.3 978 170.0 680 50.825In 170.0 747 170.0 563 170.0 898 T170.0 631 150.7 927 170.0 684 131.9 827 188.5 708 117.2 927 159.1 699 105.5 927 158.3 698 87.9 927 158.3 695 75.4 927 156.3 695 65.9 927 158.3 695 54in 170.0 797 170.0 612 154:5' -889 -170.0 691 132.5 869 -153.9 -683 115.9 869_ .141.8. 869_ 103.0 869 134.0 660 92.7 689 129.8 654 77.3 689 128.8 652 66.2 869 128,8 652 57.9 869 128.8 652 60in 143.2 746 153.8 634 119.4 746 132.3 620 102.3 746 117.8 608 89.5 748 107.8 599 79.6 746 101.0 592 71.6 746 96.8 587 59.7 746 93.3 583 51.2 748 93.3 583 44.8 746 93.3 583 63 in 123.7 877 132.0 579 103.1 677 113.2 568 88.4 877 100.4 555 77.3 877 91.4 548 68.7 877 65.2 539 61.9 677 81.0 534 51.8 877 77.0 529 44.2 677 78.7 529 38.7 677 78.7 529 66in 107.E 617 114.1 530 89.7 617 97.6 519 76.9 817 88.3 509 67.3 617 78.3 500 59.8 617 72.6 494 53.8 617 68.7 489 44.8 617 64.4 483 38.4 817 63.7 482 33.6 617 63.7 482 72 in 82.9 518 87.1 450 69.1 518 74.2 440 59.2 518 85.2 432 51.6 518 58.8 425 48.1 518 54.2 419 41.4 516 50.7 444 34.5 518 46.6 408 29.6 518 45.0 405 25.9 518 45.0 405 76 in 70.5 465 73.7 408 58.7 465 62.6 398 50.3 485 54.9 390 44.1 465 49.4 384 39.2 465 45.3 378 35.2 465 42.2 374 29.4 465 38.3 387 25.2 465 38.5 384 22.0 465 36.2 363 78 In 65.2 441 68.0 387 54.3 441 57.7 379 46.6 441 50.6 372 40.8 441 45.4 366 36.2 441 41.6 380 32.6 441 38.7 356 27.2 441 34.9 349 23.3 441 33.1 348 20.4 441 32.7 345 90in 42.4 332 43.8 295 35.4 332 37.0 289 30.3 332 32.3 284 28.5 332 28.8 280 23.6 332 26.1 276 21.2 332 24.1 272 17.7 332 21.3 268 15.2 332 19.6 262 13.3 332 16.7 260 96 in 35.0 291 35.9 280 29.1 291 30.3 256 25.0 291 28.4 252 21.9 291 23.5 248 19.4 291 21.3 244 17.5 291 19.5 241 14.6 291 17.1 238 12.5 291 15.6 232 108in 24.8 230 25.1 208 20.5 230 21.1 205 17.5 230 18.3 201 15.4 230 16.2 198 111 in 22.6 218 23.1 197 18.9 218 19.4 194 16.2 216 16.8 191 14.1 218 14.9 186 120 in 17.9 187 18.2 170 14.8 187 15.3 187 TABLE yB Anchor Capacity Table (Ibs) Anchor Clip Patterns Substrate: 2.7k Concrete 3.5k Conc. Hollow CMU Filled CMU PT Wood Metal Anchor Type: 3/16' Elco Ultracon 1/4' Elco Ultracon 5/18' Elco Ultracon 3/16' Elco Ultracon 1/4' Elco Ultracon 1/4' SS Elco AggreGator 5/16' Elco Macon 1/4' SS Elco AggreGator 1/10 Steel Screw (G5) #12 Steel Screw (G5) #12 Steel Screw (G5) Edge Distance (in): 1' 2-1/2' 1" 2-1/2' 3-1/8' 1' 2-1/2' 1' 2-1/2' 2' 3.1l8" 2' 0.48' 0.54' 0.324' Embedment (in): 1-3/4" 1-3/4" 1-3/4' 1-3/4' 2' 1-1/4' 1-1/4' 1-1/4' 1-1/4' 1-1/4' . 1-1/4' 2' 1-3/8' 1-3/8' levies or Offset alp (Fig. 1): 390 Ibs 390 Ibs 450 Ibs 8901bs 1644 Ibs 2701bs 2801bs 354 Ibs - 7401bs 374 Ibs 664 Ibs 946 lbs 341 lbs 442 Ibs 5601bs 2 Anchors 1. 4.75' Min. O.C. / Standard 4 Anchors @ 1.15' Min. O.C. 1 Standard (or Offset) alp (Fig. 2): 480 Ibs 700 Ibs N/A NIA NIA NIA 380 Ibs N/A N/A N/A NIA NIA 682 lbs 885 Ibs 1120 Ibs 4 Anchors @ 3' Min. O.C. / (2) 2x5 Angle Clips / (Fig. 3): 780 Ibs 780 lbs 680 lbs 1560 Ibs 1896 Ibs 540 Ibs 560 Ibs N/A 760 Ibs 748 Ibs 880 lbs 1892 Ibs 682 Ibs 885 Ibs 1120 Ibs 3 Anchors @ 0.54' Min. O.C. 1 U.Clip, into .100' Alum. (Fig. 4): N/A N/A WA N/A N/A N/A NIA NIA NIA NIA NIA N/A NIA WA 950 lbs 1 Anchor / F-C1ip (Fig. 5): 195 Ibs 195 Ibs 225 Ibs 445 lbs 822 Ibs 135 lbs 140 lbs 177 lbs 370Ibs 187 lbs 332 lbs 473 lbs 170 Ibs 221 lbs 280 lbs 2 Anchors @ 1.15' Min. O.C./ F-Clip (Fig. 8): 240 lbs 350 lbs N/A N/A NIA N/A 190 lbs NIA NIA NIA WA N/A 341 Its 442 Ibs 560 lbs FIGURE 1: FIGURE 3: FIGURE 4: • • • FIGURE 5: e FIGURE 2: •- - .• • . • • o • FIGURE r • • • • •• • r•• O • •• • • • • •• • • • • • . • . • • • •• • • •• • • •• • • • •• • •ANGLE CLIP MUST BEbUSED •INP�URS. • • • • • • • • • ••• • • • • • •• • •• • • • • • • • ••• •• • • • • • ANCHOR CAPACITY ADJUSTMENT FORMULA: (DR.) X ( ANCHOR CAP.,,ANCHOR CAP.,. `MULLION CAP.,,‘„,„, USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .100" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 1.25' X 3.25' X .100' MULLION .100" O O m z° 2 0 Z N 0) m v m 4) u 0 (V OD FL CERT. OF AUTH.# 29296 1n 0 mo PRODUCIPREVISED as complying with the Florida Building Code kcceptanoe No vgD •diaml bade Product C iilrvl_ `11>,11111//I/ /<< /i \\P� .CENS'' rn ?i No. 58105 SATTE .,�/BSI A. LYIIN MILLtR, P.E. FL P.E.# 58705 I HtiLt -IUH Mullion Capacity Table (lbslft2) 1.26 x.624 Alum. Mullion Opening Vildth (forvertically-spanning millions) or Opening Height (for horizontally -Spanning mullions) 50 in 60 in 70 in 80 in 90 in 100 in 120 in 1 140 in 160 in Trap/Triang. Loading Rectangular Loading Traprfriang. Loading Rectangular Loading Trap(rdang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Traprfriang. Loading Rectangular Loading Ira Villa ng. Loading Rectangular Loading TraprTriang. Loading Rectangular Loading Traprfriang_ Loading x 3.26 Rectangular Loading Trapt7riang. Loading Rectangular Loading Tube Mullion Capacity Qbs/Rl) Anchor Capacity Required (lbs) Mullion C apa city pa/ t) Anchor Capacity Required (lbs) Mullion Capacity (lbs/fit) Anchor Capacity Required (lbs) Mullion Capacity (lbs/ft2) .;^ oa alt. 0.= O' d` rY Mullion Capacity Qbs/&1 Anchor Capacity Required (lbs) Mullion Capacity (lbs) ft) T .0 as • 6 0 13 U- J� �l K Mullion Capacity (lbs) ) Anchor Capacity Required (lbs) .0 '' a 0• 0 O ! < G Anchor Capacity Required (lbs) .0"' a U O t G Anchor Capacity Required (lbs) . a • 0 o N e G Anchor Capacity Required (Ibs) Mullion Capacity (lbs/It2) Anchor Capacity Requirod (lbs) r V 0 U o N Cj < G Anchor Capacity Required (Ms) Mullion Capacity Anchor Capacity Required (lbs) Mullion Capacity Qbs/ft) Anchor Capacity Required abs) Mullion Capacity (lbs/112) Anchor Capacity Required (lbs) Mullion Capacity (lbs/ft2) Anchor Capacity Required Otis) Mullion Capacity (bsR ) Anchor Capacity Required (Ms) Mullion Capacity (lbs/ft2) Anchor Capacity Required (lbs) 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 170.0 1983 170.0 521 Mullion Length 42in 170.0 620 48in 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 680 169.7 1979 170.0 680 148.5 1979 170.0 680 50.625 in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 756 152.5 1877 170.0 756 133.5 1877 170.0 756 54 in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 856 156.4 1759 170.0 861 134.1 1759 170.0 861 117.3 1759 170.0 861 60in 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 161.1 1511 170.0 996 145.0 1511 170.0 1033 120.8 1511 170.0 1063 103.6 1511 170.0 1063 90.6 1511 170.0 1063 63in 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 940 156.6 1370 170.0 1015 139.2 1370 170.0 1076 125.3 1370 164.0 1082 104.4 1370 155.9 1072 09.5 1370 155.3 1070 78.3 1370 155.3 1070 66 in 170.0 974 170.0 789 170.0 1169 170.0 903 155.6 1248 170.0 1002 136.2 1248 158.6 1013 121.1 1248 147.1 1000 108.9 1248 139.0 989 90.8 1248 130.4 978 77.8 1248 129.0 975 68.1 1248 129.0 975 72 in 167_8 1049 170.0 878 139.9 1049 150.2 892 119.9 1049 132.1 875 104.9 1049 119.1 860 93.2 1049 109.7 848 83.9 1049 102.7 838 69.9 1049 94.3 825 59.9 1049 91.2 820 52.4 1049 91.1 820 76in 142.7 941 149.1 822 118.9 941 126.8 805 101.9 941 111.2 791 89.2 941 100.0 777 79.3 941 91.7 766 71.4 941 85.5 757 59.5 941 77.6 744 51.0 941 74.0 737 44.6 941 73.3 736 78 in 132.0 894 137.6 783 110.0 894 116.9 767 94.3 894 102.4 753 82.5 894 91.9 740 73.3 894 84.1 730 66.0 894 78.3 72i 55.0 841 70.7 707 47.1 894 67.0 701 41.3 894 66.1 698 90 in 85.9 671 88.7 596 71.6 671 74.9 585 61.4 671 65.3 575 53.7 671 58.2 566 47.7 671 52.9 558 43.0 671 48.8 551 35.8 67i 43.1 539 30.7 671 39.7 531 26.9 671 37.9 526 96 in 70.8 590 72.8 527 59.0 590 61.4 518 50.6 590 53.4 509 44.3 590 47.5 502 39.3 590 43.0 4 44 35.4 590 39.6 488 29.5 590 34.7 477 25.3 590 31.6 469 22.1 590 29.8 464 108in 49.7 466 50.8 421 41.4 466 42.8 414 35.5 466 37.1 408 31.1 466 32.9 402 27.6 466 29.7 396 24.9 466 27.1 391 20.7 466 23.5 382 17.8 466 21.2 375 15.5 466 19.6 370 111in 45.8 441 46.7 400 38.2 441 39.3 393 32.7 441 34.1 387 28.6 441 30.2 382 25.4 441 27.2 376 22.9 441 24.9' 372 19.1 441 21.5 363 16.4 441 19.3 356 14.3 441 17.8 351 120in 36.3 378 36.9 344 30.2 378 31.0 339 25.9 378 26.8 334 22.7 378 23.7 329 20.1 378 21.3 325 18.1 378 19.5 321 15.1 378 16.7 314 144 in 21.0 262 21.2 242 17.5 262 17.8 239 15.0 262 115.3 236 I HtSLt "I Uti AnchorCapacity Table (Ibs) AnchorClip Pattema Substrate 2.7kConcrete 3.5kConc. HollowCAIU Filled CMU PT Wood Metal Anchor Type 3I16' Elco Ullracon 1/4' EkoUilracon 5016' Elco Ufracon 3/16' Elco Mixon 1/4" EkoUttraton 1/4" SS Eko AggreGator 516" Elco Uflracm 1/4' SS Elco AggreGalor 1/10 Steel Screw (G5) #12 Steel ScrESv (G5) #12 Steel Screw (G5) Edge Olstance On) 1" 2-1/2' 1" 2-1/2' 3-1/8' 1" 2-1/2' 1" 2-1/2' 2' 3-1/8" 2' 0.48" 0.54' 0.324' Embedment Ian) 13/4• 1.314' 13/4" 13/4' 2" 1-114" 1-1/4' 1-1/4' < 1-1/4' 1-114". 1-114" 2' 1-3/8" 13/8" varies or Offset Clip (Fig. 1) 390 Ibs 390 ibs 450 Its 890 Ibs 1644 Ibs 270Ibs 280 Ibs 354 Ibs 740 ibs 374 lbs 664 Ibs 946 Its 341 Ibs 442 Its 5601bs 2 Anchors @ 4.75" Min. O.C. / Standard 4 Anchors @ 1.15" Min O.C. / Standard (or Offset) Clip (Fig 2): 480 Ibs 700Ibs NIA NIA WA Il/A 380 Ibs NIA WA N/A WA WA 682Ibs 885lbs 1120 Ibs 4 Anchors @ 3' Mln. O.C. / (2) 2(5 Angle Clips / (Fig. 3) 780 Ibs 783113s 680lbs 1560 It 5898Ibs 5401bs 560 Ibs NIA 760Its 748 Ibs 880Ib6 1892IDs 6821bs 8851bs 11201bs 3Anchors @ 0.54" Min. O.C. / U-Clip, Into .100' Alum. (Ng. 4) WA WA NIA WA NIA WA IUA WA WA NIA IUA tUA WA WA 950 Ibs 1 Anchor/ F-Clip (Fig. 5): 1951bs 195 its 225 Ibs 445 Ibs 822 Its 1351bs 140 ibs 177 ibs 370Ibs 187 Ibs 332Its 473 Ibs 170 Ibs 221 Ibs 280 Ibs 2 Anchors @ 1.15' Min O.C./ F-Ctip (Flg 6) 240 Ibs 350 its WA WA N/A NIA 1901bs WA WA WA WA WA 341 Ibs 442 Ibs 560 Ibs FIGURE 1: • • FIGURE 3: • • FIGURE 4: • G • FIGURE 5: FIGURE 2: • • •- - FIGttE 9 • a • • • •• • • • •• • - • • ••ANGLE CLIP MUST BE USED IN. NA. IRS. • • • • • • •.• • • •• . • .•• 0 • �• • . . • • • • • • • • . • • • • .. • • • • ••• • • • . •• • . • • • • • • • .• •• ••• • • ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP.) X \ ANCHOR CAP.,„„_,,) \ _ANCHOR CAP.u, `MULLION CAP.,,,,,,,,,, USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .100" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 1.25' X 3.25' X .624' MULLION FL CERT. OF AUTH.# 29296 LO 2 1- N r O c) (0 z° 0 Z m 5 rn 0 03 cc 0 0 m (/) O Tce m0 PRODUCT REVISED a3 cornplyfng with the Florida Bonding Cods Aceeptanbo Artc teZ vtiamlDade Praducicrni` 001111t1//,- \�ONy LYNN �� //i 410ENSF F,p /i 3i ' No. 58705 7�C :,p SpTATEOF •:\ .A' ,, � ��. A. LYONAINf(11M1I thR, P.E. FL P.E.# 58705 HCSLC "17H Mullion Capacity Table (Ibstft2) 1.25 x.624 Alum. Mulilon Opening Wdth (forvartically-spanning mtllions) orOpaning Height (forhorizontaly;spanning millions) 50 in I 60 in I 70 in I 80 in I 90 in [ 100 in I 120 in I 140 in I 160 in x 3.94 Rectangular Loading Trap,Triang_ Loading Rectangular Loading Trap/Triang- Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Mang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading TrapTriang. Loading Rectangular Loading TrapTriang. Loading Rectangular Loading Trap'Triang. Loading Rectangular Loading Trap.Triang. Loading Tube t u P3 a A U C 's. 2 p a• G t u O N 0 " ,;.i ,2 5 u C . 0 -1 K P 0 0 a A r..) G _ e -i„, -6 � G .� u .. 0 0, as A r..l O • U Q O Q K .x u m a • U C* - q � G 4 u .-. • a na (" U V • u v o � � '' 0 • a 0 0 C - c� a G G .^ U. 0 M a 0 G r l y •. 5 t c • c' `l a . u a a 0 V G O 3- < G A .h .. 0 M as 0 G V V • u, J� 0 .l C U 0 a 0 U C' ' c p � � G u .-. 2.2 M G a U,2 5 0, j o �l � a • a 0 0 g'' le. i s � G �'+' 'i'i 0 0 as • G U a 2 i .0- J� 0 .l � '. 0 co a Q V G o � � G u _ 0 0 no 0 G 0 O o• u v j 0 V CL .� u • a 0 0 G o � � U 0 0 as 0 G U V o• u v S 0 �l 0-• u 0 a 0 U o `Y. := N a � v u 0 0I as 0 G V a o i to- . q \ C ti 0 0 a 10 0 G N a � G u O N na 0 G c.i O O 9 u v S 0 V � Ti 0 a 0 0 g' '. = N � G U .-. O N as 0 G U V ' ter- S 0 V LC , CO a A U g'. '_ „ � G a , 0 0 na 0 G U G u o- 0 .i rL u 0 R. A 0 g' . „ a � G u 0 iI as 0 G 0 o£ u Q . u 0 a 0 0 G = N a �. u ., A 0 as 0 G V .22 p ,Y up- . rY u CO a 0 0 • e� N la t U N CO as O G ii V O 0 00- Q m a 0 V p •3. O�CI i G _ _ 0 w as • G V 9 O •E u a0' a' 4 A a 0 U p s p ma r 0' aco e 0 G (2 O 5 00. 1 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 170.0 1983 170.0 521 1 Mullion Length 42in 48in 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 680 170.0 1983 170.0 660 170.0 2267 170.0 680 50.625 in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0, 756 170.0 1793 170.0 756 170.0 2092 170.0 756 170.0 2391 170.0 756 541n 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 856 170.0 1913 170.0 861 170.0 2231 170.0 661 160.2 2403 170.0 861 60in 170.0 685 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 r170.0 1417 170.0 944 170.0 1594 170.0 996 170.0 1771 170.0. 1033 170.0 2125 170.0 1063 148.3 2163 170.0 1063 129.8 2163 170.0 1063 63in 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 940 170.0 1488 170.0 1015 170.0 1673 170.0 1076 170.0 1859 170.0 1122 156.9 2060 170.0 1169 134.5 2060 170.0 1171 117.7 2060 170.0 1171 66 in 170.0 974 170.0 789 170.0 1169 170.0 903 170.0 1364 170.0 1002 170.0 1558 170.0 1086 170.0 1753 170.0 1155 170.0 1948 170.0 1210 143.0 1966 170.0 1275 122.6 1966 170.0 1286 107.2 1966 170.0 1286 72 in 170.0 1063 170.0 878 170.0 1275 170.0 1009 170.0 1488 170.0 1126 170.0 1700 170.0 1228 154.1 1734 170.0 1315 138.7 1734 169.8 1386 115.6 1734 155.9 1364 99.1 1734 150.4 1352 86.7 1734 150.2 1352 76in 170.0 1122 170.0 937 170.0 1346 170.0 1080 168.5 1556 170.0 1209 147.4 1556 165.2 1285 131.1 1556 151.5 1266 117.9 1556 141.3 1251 98.3 1556 128.3 1229 84.2 1556 122.3 1219 73.7 1556 121.2 1216 78 in 170.0 1151 170.0 967 170.0 1381 170.0 1116 155.9 1477 169.3 1245 136.4 1477 152.0 1224 121.2 1477 139.1 1206 109.1 1477 129.5 1191 90.9 1477 116.9 1169 77.9 1477 110.8 1158 68.2 1477 109.3 1154 90in 142.0 1110 146.5 986 158.4 1110 123.9 968 101.5 1110 107.9 951 88.8 1110 96.3 936 78.9 1110 87.5 922 71.0 1110 80.7 910 59.2 1110 71.3 891 50.7 1110 65.6 878 44.4 1110 62.7 870 96in 117.0 975 120.3 872 97.5 975 101.5 856 83.6 975 88.3 842 73.2 975 78.5 829 65.0 975 71.2 817 513.5 975 65.4 807 48.8 975 57.4 789 41.8 975 52.3 776 36.6 975 49.3 767 108 in 82.2 771 84.0 696 68.5 771 70.7 685 58.7 771 61.3 674 51.4 771 54.3 664 45.7 771 49.0 655 41.1 771 44.9. 647 34.3 771 38.9 632 29.4 771 35.0 621 25.7 771 32.4 612 111 in 75.7 730 77.3 661 63.1 730 65.0 650 54.1 730 56.3 640 47.3 730 49.9 631 42.1 730 45.0 622 37.9 730 41.11 614 31.5 730 35.6 600 27.0 730 31.9 589 23.7 730 29.5 581 120in 59.9 624 61.0 569 49.9 624 51.2 560 42.8 624 44.3 552 37.5 624 39.2 544 33.3 624 35.3 537 30.0 624 32.2 531 25.0 624 27.7 519 21.4 624 24.6 509 18.7 624 22.5 501 144 in 34.7 433 35.1 400 28.9 433 29.4 395 24.8 433 25.4 390 21.7 433 22.4 385 19.3 433 20.0 381 17.3 433 18.2 376 HtSLt_ -I1 ti Anchor Capacity Table (lbs) Anchor Clip Pattems Substrate: 2.71( Concrete 3.5k Canc. Hdlow CAIU Filled CMU PT Wood Metal Arxhor Type' 316' EkoUttrwrn 1/4' EkoUttracon 5,16' Elco Utttacon 3I18' Elco Uilydcon 1/4' EkoUitracon 1/4" SS EIc6 AggreGotor 5r16" Elco Ultrata+ 1/4' SS Elco AggreGator #10 Steel Screw (G5) #12 Steel Screw (G5) #12 Steel Screw (G5) Edge Distance (In) 1" 2-1/2' 1" 2-1/2' 31/8' 1" 2-1/2' 1" 2-1/2' 2' 3-1/8' 2' 0.48' 0,54' 0.324' Embeement On) 1-3/4' 13r4' 13/4' 13/4' 2" 1-1/4" 1-1/4' 1-1/4" 1-1/ 4' 1-1/4' 1-1/4' 2' 1-3/8" 13/8" varies or Offset Clip (Fig. 1): 390 Ibs 390 lbs 450 lbs 890 Its 1644 lbs 2701bs 280 Its 354 lbs 7401ts 374 lbs 664 Its 946 lbs 341 lbs 442 lbs 560 lbs 2 Anchors @ 4.75' Min O.C. / Starnard 4 Anchors Q 1.15" Min. O.C. / Standard (or Otlset)Cllp (Fig 2) 480 lbs 7001bs WA PUA WA WA 380 lbs WA IUA WA WA tl/A 6821bs 8651Ds 11201bs 4 Artctgrs @ 3' Min. O.C. / (2) 2x5 Angle Clips / (Fig. 3): 780 lbs 780 its 680 lbs 15601bs 18e6 Has 540 lbs 560 Its U/A 7601bs 748 lbs 8801bs 1892 lbs 682lbs 865 Its 11201bs 4Anchors @ 0.54' Min. O.C. / UClip, Into .100' Alum. (Fig. 4): IUA tJA WA WA tl/A ti/A WA U/A WA WA WA WA ft/A WA 1267 lbs 1 Anchor/ FCfip (Fig. 5) 195 Ibs 1951bs 2251Ds 4451bs 8221bs 1351bs 140 lbs 177 lbs 3701bs 1871bs 3321bs 4731bs 1701Ds 221 Its 280 lbs 2 Anchors Q 1.15' Lin O.C/ FClip (Fig 6): 240 lbs 350 lbs WA tl/A WA WA 190 lte WA WA H/A WA WA 341 lbs 4421bs _ 560 lbs FIGURE 1: • • FIGURE 3: • • FIGURE 4: • • • • FIGURE 5: FIGURE 2: • • ._ J.•• • • • • • •• • • • • ' • ••• _ • • •• FI3�URE••• • • • • Is • • 'ANGLE CLIP MUST • BE USED • Irf F IRS. • • •• - • • • •• • • • • • • • I* • • • • • • • • • • • • • • • • • • •• •• •�• ••• • • • • • • • • • •• • • • • • • ••• •• • • • • • ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP .3) X (ANCHOR CAP.,,,, 1 _ANCHOR CAP.,�a MULLION CAP.F,,,,,,,9,E USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .100" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 1.25' X 3.94' X .624' MULLION FL CERT. OF AUTH,# 29296 0 21D u! CC O (4) O z° 2 8 z i3 y W tY z .1 o m 0 0 0 0 PRODUCT REVISED as complying with the Florida BufldingCode Acceptance No xviratkoo Date 9 f.�a7, , BY Miami tr ode Pro . uct Control l.r // \\� oN\( .. NN .i7/'! �, � `� •\GENS• .• F� 3t No. 58705 t -53 SATE O �/ • �4�..•. FLOR1O� 5 .1111111110 A. LYNN MILLER, P.E. FL P.E.# 58705 TABLE 12A 2x4x.25 Alum. Tube Mullion 50 in 80 In Mullion Capacity Table (Ibslft2) Opening Width (for vertically -spanning millions) or Opening He ght (for horizontally -spanning millions) 70 in 80 In 90 in 1001n Rectangular Loading Trap/Triang. Loadng Rectangular Loadng TraphTdang. Loading Rectangular Loadng Trap/Triang. Loadng Rectangular Loadng 42 In 48 In 50.6251n 54 in 60 In 83 in 68 In 72 In 76 In 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 620 708 747 797 885 930 974 4063 1122 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 435 524 563 612 701 745 769 878 937 a 3 8 Q J a 3 O �g 4) 8 O g "2 G s. V Trap/Tdang. Loadng a a _ O g aI" 8b e V Rectangular Loading TraplTdang. Loadng ,p 8 Oa Rectangular Loadng a � c N 8� b. Trap/Tdang. Loading 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 744 850 896 956 1063 1116 1169 1275 1346 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 478 584 631 691 797 850 903 1009 1080 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 668 992 1046 1116 1240 1302 1364 1488 1570 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 506 630 684 754 878 940 1002 1126 1209 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 992 1133 1195 1275 1417 1488 1558 1700 1794 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 519 661 723 803 944 1015 1086 1228 1322 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 165.1 1116 1275 1345 1434 1594 1673 1753 1913 1960 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 521 677 747 837 996 1076 1155 1315 1421 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 148.6 1240 1417 1494 1594 1771 1859 1948 2125 78in 170.0 1151 170.0 967 170.0 1381 170.0 1116 170.0 1611 170.0 1250 170.0 1842 170.0 1369 152.7 1861 170.0 1474 137.4 90 In 96 In 108 In 170.0 147.4 103.5 1328 1229 971 170.0 151.5 105.8 1144 1098 877 149.1 122.9 86.3 1398 1229 971 156.0 127.8 89.0 1219 1079 862 127.8 105.3 74.0 1398 1229 971 136.0 111.2 77.2 1198 1061 849 111.6 92. 111 In 120 In 95.4 75.5 919 786 97.3 76.8 832 716 79.5 62.9 919 786 81.9 64.5 819 705 88,1 53.9 919 786 70.9 55.8 806 695 1398 1229 971 64,7 5919 47.2 121.3 98,9 68.4 1179 1044 837 99.4 81.9 57.5 1398 1229 971 110,2 89.6 61.8 1162 1029 825 89.5 73.7 51.8 1960 1861 1398 1229 971 170.0 170.0 .170.0 170.0 .170.0 170.0 170.0 170.0 170.0 163.1 101.8 82.4 56.5 521 660 756 656 1033 1122 1210 1387 1505 120 in Rectangular Trap/Tdang. Loading Loadng 8 sg 170.0 170.0 170.0 170.0 170.0 170.0 170.0 145.6 123.8 114.5 74.5 1600 1147 1016 815 1488 1700 1793 1913 2125 2231 2338 2184 1960 170.0 170.0 170.0 170.0 170.0 170.0 170.0 161.6 680 756 1361 1063 1169 1275 1488 1548 Rectangular Trap/Trlang. Loadng Loadng a 170.0 170.0 170.0 170.0 170.0 166.7 151.9 124.8 106.1 1735 1983 2092 2231 a. 170.0 2479 2553 2437 2184 1861 147.3 1473 98.2 1960 1861 170.0 170.0 170.0 170.0 170.0 170.0 170.0 154.0 521 680 756 661 160 In Rectangular TrapfTrlang. Loadng Loacing is 11 170.0 170.0 170.0 1063 1171 1286 1529 1535 170.0 160.8 145.9 132.9 109.2 92.9 1983 2267 2391 2550 2680 2553 2437 2184 1960 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 152.7 521 680 756 661 1063 1171 1288 1530 1531 139.8 85.9 1881 137.6 1454 61.4 43.1 1398 1229 971 89.8 72.2 49.0 1122 993 796 83.9 52.7 37.0 1398 1229 971 82.7 65.9 44.0 1105 977 782 55.9 46.1 32.4 1398 1229 971 78.9 62.1 40.8 1096 967 786 62.9 49.4 794 686 53.0 41.9 919 786 56.7 44.4 784 677 47.7 37.7 919 786 51.8 40.5 774 668 39.7 31.5 144 In 43.7 546 44.2 504 36.4 546 37.0 498 31.2 548 31.9 491 27.3 546 282 485 24.3 548 25.3 479 21.8 546 22.9 474 919 788 44.8 34.9 766 653 34.1 27.0 919 786 40,2 31.0 742 641 29.8 23.6 919 786 37.1 732 28.4 631 18.2 648 19.5 484 15.6 546 17.2 455 13.7 546 15.5 448 TABLE 121:3 Anchor Clip Pattems Substrata 2.714 Concrete 3.5k Conc. lialoa MU Filled CMU PT Woxl Metal U Vac on AggreGator Uttraccn AggreGator Screw (G5) Screw (G5) Screw (G5) 6 Anchors @ 0.63' Mln. 0.C. / U-Clip, Into .125' Alum. (Fig. 8) WA WA WA WA WA WA WA WA WA WA WA tVA WA WA 21-Wits NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND FIGURE 1: • • FIGURE 5: • • FIGURE 2: • • • • FIGURE 3: FIGURE 4: • • • • FIGURE 6: • • • • • • 41 FIGURE 7: FIGURE 8: FIGURE 9: FIGURE 10 • • • • • • • • • • • • • • • • ANGLE CLIP **)CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. ANCHOR CAPACITY ADJUSTMENT FORMULA: \ MULLION USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: A•SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR •QENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. • • .3) mywoN AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN PELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (COU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALVMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 :.€31GE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW • THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. FL CERT, OF AUTH.# 29296 0 0 a. 14, CO cc 0 14, 0 1.6 czi 0 03 tri 0 0 to PRODUCT RBVISED as cortIplylffs with the Florida Building Code Acceptance No gxPimMoirDato 13T- Aituni ode Product Control ...r---- `v-._ v Mullion Capacity Table (Ibs/ft2) 2 x Alum. Mullion Opening Width (for vertically -spanning millions) or Opening Height (for horizontally -sparring millions) 50 in 1 60 In 70 in 80 in 1 901n 100 in ( 120 In 140 In 1601n 6 x .26 Tube Rectangular Loading Trap/Triang. 1 Loadng Rectangular j Loadng I Traplhiang. Loading Rectangular Loading TraplTrleng. Loading Rectangular Loadng Trap'Triang. E Loading Rectangular Loading Trap/Triang. Losing Rectangular ' Loadng TrapiTrlang. Loading - Rectangular Loading Trap/Trieng. Loading Rectangular Loading TreplTrlang. Loading Rectangular Loafing TraplTriang. Loading Mullion Capacity (lbs/ft2) Anchor Capacity Required (Ibs) 00. CO og 21 Anchor Capacity Required (Ibs) Mullion Capacity pbs/ft2) Anchor Capacity Required (Ibs) Mullion Capacity pbs/ft2) Anchor Capacity Required (lbs) Mullion Capacity (Ibs/tt2) Anchor Capacity Required ([bs) Mullion Capacity (lbs) Anchor Capacity Required pbs) Mullion Capacity pbslft2) Anchor Capacity Required (Ibs) Mullion Capacity (bsl t2) Anchor Capacity Required Obs) Nap U cg G Anchor Capacity Required Obs) Mullion Capacity pbs/tt2) ta�pps 8 G . a 8 og TL G Anchor Capacity Required Rs) Mullion Capacity pbs Anchor Capacity Required Obs) li o ag G Anchor Capacity Required Obs) co o og S 2 c..2G Anchor Capacity Required (lbs) Cl s Anchor Capacity Required Obs) CONrya a og 2G Anchor Capacity Required (Ms) Mullion Capacity pbs/ft2) Anchor Capacity Required Obs) Mullion Capacity (MGM) Anchor Capacity Required Obs) Mull Length 42in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 888 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 ' 170.0 1240 170.0f 521 170.0 1488 170.0 521 170.0 1735 170.0 521 170.0 1983 170.0 521 481n 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 681 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 680 170.0 11183 170.0 680 170.0 2287 170.0 680 50.625In 170.0 747 170.0 583 170.0 896 170.0 631 170.0 1048 170.0 884 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 758 170.0 1793 170.0 758 170.0 2092 170.0 758 170.0 2391 170.0 756 54In 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1118 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 858 170.0 1913 170.0 861 170.0 2231 170.0 861 170.0 2550 170.0 881 601n 170.0 885 170.0 701 170.0 1083 170.0 797 170.0 1240 170.0 878 170.0 4417 170.0 944 170.0 1594 170.0 996 170.0 1771 .170.0 1033 170.0 2125 170.0 1063 170.0 2479 170.0 1083 170.0 2833 170.0 1063 63In 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 940 170.0 1488 170.0 1015 170.0 1673 170.0 1076 170.0 1859 170.0 1122 170.0 2231 170.0 1169 170.0 2803 170.0 1171 170.0 2975 170.0 1171 68in 170.0 974 170.0 789 170.0 1189 170.0 903 170.0 1364 170.0 1002 170.0 1558 170.0 1088 170.0 1753 170.0 1155 170.0 1948 170.0 1210 170.0 2338 170.0 1275 170.0 2727 170.0 1288 170.0 3117 170.0 1288 721n 170.0 1063 170.0 878 170.0 1275 170.0 1009 170.0 1488 170.0 1128 170.0 1700 170.0 1228 170.0 1913 170.0 1315 170.0 2125 170.0 1387 170.0 2550 170.0 1488 170.0 2975 170.0 1529 170.0 3400 170.0 1530 76in 170.0 1122 170.0 937 170.0 1346 170.0 1080 170.0 1570 170.0 1209 170.0 1794 170.0 1322 170.0 2019 170.0 1421 170.0 2243 170.0 1505 170.0 2892 170.0 1629 170.0 3140 170.0 1694 170.0 3589 170.0 1705 78in 170.0 1151 170.0 967 170.0 1381 170.0 1116 170.0 1811 170.0 1250 170.0 1842 170.0 1369 170.0 2072 170.0 1474 170.0 2302 170.0 1564 170.0 2763 170.0 1700 170.0 3223 170.0 1777 170.0 3883 170.0 1796 90ln 170.0 1328 170.0 1144 170.0 1594 170.0 1328 170.0 1859 170.0 1498 170.0 2125 170.0 1653 170.0 2391 170.0 1793 170.0 2858 170.0 1918 170.0 3168 170.0 2125 156.0 3413 170.0 2273 136.5 3413 170.0 2381 961n 170.0 1417 170.0 1232 470.0 1700 170.0 1434 170.0 1983 170.0 1622 170.0 2287 170.0 1794 170.0 2550 170.0 1952 170.0 2833 170.0 2095 180.0 3199 170.0 2338 137.1 3199 166.6 2470 120.0 3199 156.1 2428 108In 170.0 1594 170.0 1409 170.0 1913 170.0 1847 170.0 2231 170.0 1670 170.0 2550 170.0 2078 184.8 2781 170.0 227i 148.3 2781 161.9 2333 123.8 2781 140.4 2281 105.9 2781 125.9 2234 02.7 2781 116.0 2190 111 In 170.0 1838 170.0 1454 170.0 1966 170.0 1700 170.0 2293 170.0 1932 170.0 2621 170.0 2149 151.8 2832 162.3 2245 136.8 2632 148.4 2216 113.8 2832 128.4 2186 97.6 2632 115.1 2128 85.4 2632 106.3 2098 1201n 170.0 1771 170.0 1586 170.0 2125 170.0 1859 154.4 2252 159.9 1091 135.1 2252 141.4 1964 120.1 2252 127.2 1938 108.1 2252 116.1 1915 90.1 2252 99.8 1672 77.2 2252 88.9 1836 87.8 2252 81.4 1808 144 In 125.1 1564 128.8 1445 104.3 1564 106.1 1425 89.4 1584 91.5 1407 78.2 1584 80.7 1390 69.5 1564 72.3 1373 62.6 1584 65.7 1358 52.1 1564 56.0 1330 44.7 1564 49.2 1305 39.1 1564 44.4 1283 Ir1OLL IOU Anchor Capacity Table (Ibs) Anchor Clip Patterns Substrate: 2.7k Concrete 3.5k Conc. Hollow CMU Filled CMU PT Wood Metal Anchor Type: 3/16' Etco Ultracon 1!4" Elco Ultracon 5/16' Elco Ultracon 3l16' Elco Ultracon 1/4' Edo Ultracon 1/4' SS Elco AggreGator 5/16' Etco Ultracon 1/4' SS Elco AggreGator #10 Steel Screw (35) #12 Steel Screw (G5) #12 Steel Screw (G5) Edge Distance (in): 1' 2.1/2' 1' 2-1/2' 3-1/8' 1' 2-1/2' 1' 2-1/2' 2' 3-1/8' 2' 0.48' 0.54' 0.324" Embedment (in): 1-3/4' 1.3/4' 1-3/4' 1-3/4' 2' 1-1/4' 1-1/4" 1-1/4' 1-1/4' 1-1/4' 1-1/4" - 2' 1-3/8" 1-318' modes 2 Anchors @ 4.75' Min. O.C. / Standard or Offset Clip (Fig. 182): 390 Ibs 390 ibs 450 lbs 890 lbs 1 1644 Ibs 270 Ibs 260 Ibs 354 Ibs 740 tbs 374 Ibs 664 Ibs 946 lbs 341 Ibs 442 Ibs 560 Ibs 4 Anchors @ 4.68' Min. O.C. / Standard (or Offset) Clip (Fig. 3): 780 Ibs 780 Ibs 900 lbs 1780 lbs 3232 lbs 540 1bs 580 Ibs 708 Ibs 1480 Ibs 748 Ibs 1272 Ibs 1892 Ibs 682 Ibs 885 lbs 1120 tbs 8 Anchors @ 1.71' Min. O.C. / Standard (or Offset) Clip (Fig. 4): 1180 lbs 1400 Ibs 1010 Ibs 2595 Ibs N/A WA 940 lbs WA 1065Ibs N/A N/A N/A 1383 Ibs 1770 Ibs 2240 Ibs 4 Anchors @ 3' Min. O.C. / (2) 2x5 Angle Clips / (Fig. 5): 780 Ibs 780 lbs 680 Ibs 15801bs 1896 lbs 540 Ibs 560 Ibs N/A 760 Ibs 748 lbs 880 Ibs 1892 lbs 682 Ibs 885 Ibs 1120 Ibs 8 Anchors @ 3' Min. O.C. / (2) 2x5 Angle Clips / (Fig. 6): 1560 tbs 1560 Ibs 13601bs 3120 Ibs 3792 Ibs 1080 Ibs 1120 Ibs N/A 1520 Ibs 1498 Ibs 1760 lbs 3784 Ibs 1363 Ibs 1770 lbs 2240 Ibs 12 Anchors @ 1.5' Min. O.C. / (2) 2x5 Angle Clips / (Fig. 7): 1660 Ibs 2100 Ibs 1440 lbs 3780 Ibs NIA N/A 1320 Ibs N/A 1500 Ibs N/A N/A N/A 2045 Ibs 2654 tbs 3360 Ibs 4 Anchors @ 1.34' Min. O.C. / U-Clip, Into .125' Alum. (Fig. 8): NIA WA N/A N/A N/A NIA N/A N/A WA N/A N/A N/A N/A N/A 1430 Ibs 8 Anchors @ 0.64' Min. O.C. 1 U-Ctlp, Into .125' Alum. (Fig. 9): WA WA WA WA N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 2861 Ibs 2 Anchors @ 4.68' Min. O.C/ F-Ctip (Fig. 10): 390 lbs 390 Ibs 450 ibs 890 lbs 1816 lbs - 270 lbs 2801bs 354 Ibs 740 lbs 374 Ibs 638 lbs 946 lbs 341 Ibs 442 Ibs 560 Ibs 4 Anchors @ 1.71' Min. O.C./ F-Clip (Flg. 11): 5901bs 700Ibs 505 ibs 12981bs WA N/A 4701bs N/A 5331bs N/A .WA WA 682 Ibs 8851bs 1120 Ibs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: • FIGURE 5: • • FIGURE 2: • • • • FIGURE 3: • • - s• ••" • ••• a •• • • • • • lor • • •• •• • • • • FIGURE 4: • • 1• • • • • • 1• • • • • • • • • . • •• •1 •• •• • • • w"• FIGURE 8: FIGURE 9: FIGURE 10. FIGURE 11: •• • .• • • •• • • • •FIGVRC 7 • • • • • • • • • ANGLE CLIP (FIGURES 5-7) MUST BE USED IN PAIRS. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP,,„) X ANCHOR CAP.FR ( `MULLION CAP.,w ,,,F USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. .250" TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90, WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. I-- 2.000"--i 2' X 6" X .25' MULLION 6.000" 0 O c") co z Z 5 0 m U FL CERT. OF AUTH.# 29296 PRODUCT REVISED as complying with the Flo�dda building Code 1.� {` O Acsxptru►ce IQo �"` . irakionc iiatc 2 Bq.__ Miami Dade Product Control ,\\\`1�111111/1/// \\�� oil �Yidtd d1/(��'/i�. `��` '�. t P: S� Q i `r 58705 �� r1 No. -tl f �1r�1 15�. Ul, �`?. • S f‘TEfOF P . 1/lrl tip\� A. LYNN & ILLER, P.E. FL P.E.# 58705 Mullion Capacity Table (Ibslft2) 1.28" x 2.11" x .125" Alum Tube Mull Opening Width (for vertically -spanning millions) or Opening Height (forhoriz4ntally-spatlrling mullions) 50 In 60 In I 70 in 80 In 90 In I 100 in 120 in 140 In 160 to Rectangular Loading TraprTriarg. Loading i Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Triarlg. Loading Rectangular Loading Trap/Triang. Loading Rectangular Leading TrapiTriang. Loafing Rectangular Loading TrapTTriarg. Loading Rectangular . • . ' Rectangular Loading TraprTriang. Loading Rectangular Loading Trap/Triang Loading A !g U_ CO 'r2G A. !V l U L` Mullion Capacity (bs/ft2) Anchor Capacity Required Obs) Mullion Capacity ilbsM2) Anchor Opacity Required Obs) E' 1¢Q V p 31 .. (��{ }g U G L & f !�Q ti O 3G Anchor Capacity Required (Its) i' a a O �G Anchor Capacity Required (lbs) Mullion Capacity t1bs/ft2) iQ� 14 U Gp C C .. i �""6 C.7 _ 5 gg Anchor Capacity Required (lbs) Mullion Capacity Qbstlt2) Anchor Capacity Required (lbs) }a� U Eg 21 ,. ya V 1,3 d` i' }a V_ IG Y�YTpj V G L Q� ' a 5f� .E 3' Anchor Capacity Required Obs) jl� V c Anchor Capacity Required (Ibs) rllion Capacity Anchor Capacity Required Obs) Mullion Capacity (If) & G V K i' jai V 5G Anchor Capacity Required Obs) ]=Mullion ' .. a. A 8o U5 Q ¢& (JJaQp1 C �� i' ,-. a p& C UG iT rt Mull Length 421n 144.2 526 167.0 428 120.2 526 148.9 419 103.0 526 138.9 414 90.1 526 134.6 411 80.1 526 134.1 411 72.1 526 134.1 411 60.1 526 134.1 411 51.5 526 134.1 411 45.1 526 134.1 411 48 In 96.6 403 108.0 333 60.5 403 94.7 325 69.0 403 86.4 320 60.4 403 81.4 317 53.7 403 79.1 315 48.3 403 78.6 314 40.3 403 78.6 314 34.5 403 78.6 314 4 30.2 403 78.6 314 50.625 in 82.3 362 91.0 301 68.6 362 79.3 294 58.8 362 71.9 289 51.6 362 67.2 286 45.7 362 84.6 284 41.2 362 ' 63.6 283 34.3 362 63.5 283 29.4 362 63.6 283 25.7 362 63.5 283 54 In 67.8 318 74.1 267 56.5 318 64.2 261 48.5 318 57.7 256 42.4 318 53.5 253 37.7 318 50.8 250 33.9 318 49,5 249 28.3 318 49.1 248 24.2 318 49.1 248 21.2 318 49.1 248 80 in 49.5 258 53.1 219 41.2 258 45.7 214 35.3 258 40.7 210 30.9 258 37.2 207 27.5 258 34.9 204 24.7 258 : 33.4 203 20.6 258 32.2 201 17.7 258 32.2 201 15.5 258 32.2 201 63 In 42.7 234 45.6 200 35.6 234 39.1 195 30.5 234 34.7 192 r 26.7 234 31.6 189 23.7 234 29.4 186 21.4 234 28.0 184 17.8 234 26.6 183 15.3 234 26.5 183 13.4 234 26.5 183 68In 37.2 213 39.4 183 31.0 213 33.7 179 26.5 213 29.8 176 23.2 213 27.0 173 20.8 213 25.1 170 18.6 213 23.7 169 15.5 213 22.2 167 13.3 213 22.0 166 11.6 213 22.0 166 72 in 28.6 179 .30.1 155 23.9 179 25.6 152 20.4 179 22.5 149 17.9 179 20.3 147 15.9 179 18.7 145 76 In 24.3 161 25.4 140 20.3 161 21.6 137 17.4 161 19.0 135 15.2 161 17.0 133 78 In 22.5 152 23.5 133 18.8 152 19.9 131 16.1 152 17.5 128 I HDLC 14D Anchor Capacity Table Obs) Substrate: 2.71c Concrete 3.5k Ccnc. Hollow ChtU Filled Chill PT Wood t.trrter AnchorClip Patterns Anchor Type: 3/16'Elc°Uliraccc 1/4'Elm Ultracon 5/16" Eko Uttraccn 3/16'EkoUttracon 1/4' Eko Ullraccn 1/4' SS Eko AggreGatcr 5/16' Ek o Ultracon 1/4" SS Eko AggreGator #10 Steel Screw(G5) #12 Steel Screw (G5) #12 Steel Screw (G5) Edge Distance(In): 1" 1 2-1/2' 1' 2112' 3-118" 1" 2-1/2' 1' 2-1/2' 2' 3-1/8' 2' 0.48' 0.54" 0.324' Embedment (In) 1-3/4' 1-3/4" U314" 1-3/4" 2' 1-1/4" 1-1/4" 1-1/4' 1-1/4" 1-1/4' 1-1/4" 2' 1.3/8' 1318" vanes 4 Ar®3' Min. O.C. l (2) 2x5Angte Cops / (Fig_ i xtars 1 780Ibs 1 7601bs 680Ibs ir6? Ibs 118961bs 1 5401bs 5601Ds NIA 7601bs 748 Itrs 880 Its 1 18921bs 1 682 Ibs ( 885IDs 14301bs FIGURE 1: • • • • ANGLE CLIP MUST Bk ISED IN.PAIRS • • • • • • • OOOOOO • • • • • • • •• ••• •• • • • •• • ••• • ••• ••• • • • • • • • • • • • •• •• •• •• •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 4100 • • • • 4100 • • •• • • ••• • • • • 000 • • • • •• • • • • • • • • • • •• •• • • • •• •• 000 • • • 0410 • • TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ANCHOR CAPACITY ADJUSTMENT FORMULA: (r, X \ ANCHOR DPCAP.«,,,r„ \ -ANCHOR CAP„. MULLION CAP.,,,,,,,. USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. -1.266"---1 .125" 1.26' X 2.11' X .125" MULLION (INTEGRAL FIN MULLION) FL CERT. OF AUTH.# 29296 10 zol (0 r cc 5 m -3 O O M (O ze co 5 O 0 0 0 0 W CO W 0 Tn J J D VW 0 0 0 Z m V) co O 0 50 PRODUCT Rt:V15ED as contplyiitg with the Florida Building Code Aaxptence No s xpirrttiottDatc -. 115,--- `t`Ce '~Miami �JwJe Product Control `\``t11ILY�../// oNN .. dry ,, d4 \sP�\ �ICENSF' • No. 58705 ' 5-c>~-_ O'. Si ATE F 44/ 8/0NAG �� A. /LYNNIMILLER, P.E. FL P.E.# 58705 I HULL I OH Mullion Capacity Table (Ibslft2) 3.26" DEG. BAY Opening Width (for vertically -spanning mullions) or Opening Height (for horizontally -spanning mtilions) 50 In 60 in I 70 In 80 in [ 90 In 100 In 120 In 140 in 160In Trap/Tiiang. Loafing Rectangular 1 Loading I Trap/Trlang. Rectangular Loafing Loading Trap/Trlang. Loafing Rectangular Loafing Trap/Tdang. Loading Rectangular Loading Trap/Trlang. Loafing • Rectangular Loading Trap/Trfang. Loafing Rectangular Loading Trap/Tdang. Loading 30 Rectangular I Loafing Trap/Trlang. Loafing Rectangular Loading Trap/Trlang. Loading Rectangular Loading AL MULL Mullion Capacity Obs) Anchor Capacity Required Obs) a U c Anchor Capacity Required Obs) Mullion Capacity pbs/) Anchor Capacity Required (lbs) Mullion Capacity pbs/ t2) Anchor Capacity Required Obs) Mullion Capacity pbs/ft2) Anchor Capacity Required (ess) Mullion Capacity pbs/R2) Anchor Capacity Required (lbs) 4. o. 03 Anchor Capacity Required On)1 Mullion Capacity pbs/ 2) Anchor Capacity Required (lbs) Mullion Capacity pbs/tt2) Anchor Capacity Required (lbs) ( Anchor Capacity Required (lbs) Mullion Capacity pbs/tt2) Anchor Capacity Required (lbs) Mullion Capacity pbs/ft2) Anchor Capacity Required Obs) if,c Anchor Capacity Required (lbs) Mullion Capacity Obs/tt2) Anchor Capacity Required Obs) p Anchor Capacity Required (Obs) A a Anchor Capacity Required Obs) a 0 Anchor Capacity Required Obs) Mullion Capacity Obs/ft2) Anchor Capacity Required Obs) 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 508 170.0 992 170.0 519 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 149.1 1740 170.0 521 Mull Length 42in 170.0 48in 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 152.2 1522 170.0 680 130.5 1522 170.0 680 114.2 1522 170.0 680 50.6251n 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1048 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 164.2 1443 170.0 756 138.9 1443 170.0 756 117.3 1443 170.0 756 102.6 1443 170.0 756 54in 170.0 797 170.0 812 170.0 956 170.0 891 170.0 1116 170.0 754 170.0 1275 170.0 803 160.4 1353 170.0 837 144.3 1353 170.0 856 120.3 1353 170.0 881 103.1 1353 170.0 861 90.2 1353 170.0 861 601n 170.0 885 170.0 701 170.0 1063 170.0 797 187.0 1218 170.0 878 148.1 1218 170.0 944 129.9 1218 159.8 938 116.9 1218 152.1 924 97.4 1218 146.1 913 83.5 1218 146.1 913 73.1 1218 146.1 913 631n 170.0 930 170.0 745 170.0 1116 170.0 850 150.2 1150 168.8 933 131.4 1150 153.0 914 116.8 1150 141.9 898 105.1 1150 i34.2 885 87.8 1150 126.7 871 75.1 1150 126.2 870 65.7 1150 126.2 870 68 in 170.0 974 170.0 789 152.4 1048 185.8 881 130.6 1048 146.8 864 114.3 1048 133.1 850 101.6 1048 123.4 839 91.4 1048 116.6 830 76.2 1048 109.4 821 65-3 1048 108.2 818 57.1 1048 108.2 818 72 in 140.8 880 147.9 764 117.4 880 126.0 748 100.6 880 110.8 734 68.0 880 100.0 722 78.2 880 92.0 712 70.4 880 88.2 703 58.7 880 79.2 693 50.3 880 76.5 688 44.0 880 78.4 688 761n 119.7 790 125.1 690 99.8 790 108.4 676 85.5 790 93.3 663 74.8 790 83.9 852 68.5 790 76.9 643 59.9 790 71.7 635 49.9 790 65.1 624 42.8 790 62.1 619 37.4 790 61.5 617 78in 110.8 750 115.5 657 92.3 750 98.1 644 79.1 750 85.9 632 69.2 750 77.1 621 61.5 750 70.6 612 55.4 750 65.7 605 46.2 750 59.4 594 39.6 750 56.2 588 34.6 750 55.5 586 90 in 72.1 563 74.4 500 60.1 563 62.9 491 51.5 563 54.8 483 45.1 563 48.9 475 40.1 563 44.4 488 38.1 563 40.9 462 30.0 563 38.2 452 25.8 563 33.3 445 22.5 583 31.8 442 96 in 59.4 495 61.1 443 49.5 495 51.5 435 42.4 495 44.8 427 37.1 495 39.9 421 33.0 495 36.1 415 29.7 495 33.2 409 24.8 495 29.1 400 21.2 495 26.8 394 18.6 495 25.0 390 108In 41.7 39t 42.6 353 34.8 391 35.9 348 29.8 391 31.1 342 26.1 391 27.6 337 23.2 391 24.9 333 20.9 391 22.8 328 17.4 391 19.7 321 14.9 391 17.8 315 111 In 38.4 370 39.2 335 32.0 370 33.0 330 27.5 370 28.6 325 24.0 370 25.3 320 21.4 370 22.8 316 19.2 370 20.9 312 18.0 370 18.1 305 120 in 30.4 317 30.9 289 25.3 317 26.0 284 21.7 317 22.5 280 19.0 317 19.9 278 16.9 317 17.9 273 144 In 17.6 220 17.8 203 I AIiLt l bt3 Anchor Capacity Table (Ibs) Anchor Clip Patterns Substrate: 2.7k Concrete 3.5k Conc. Hollow CMU Filled CMU PT Wood Metal Anchor Type: 3/16' Elco Ulbacon 1/4' Elco Ultracon 5,16' Elco Ultracon 3/16' Elco Ultracon 1/4' Elco Ultracon 114' SS Elco AggreGator 5/16' Elco Ultracon 114' SS Elco AggreGator #10 Steel Screw (G5) #12 Steel Screw (G5) #12 Steel Screw (GS) Edge Distance (in): 1' 2-1/2' 1' 2-112' 3-1/8' 1" 2-1/2' 1' 2-1/2' 2' 3.118" 2' 0.48' 0.54' 0.324' Embedment (In): 1-3/4' 1-3/4' 1.3/4' 1-3/4' 2' 1-1/4' 1-1/4' 1-1/4' 1.1/4' 1-1/4' 1-1/4' 2' r 1-3/8' 1-3/8' %arias 2x5 Angle Clips / (Fig. 1): 390 lbs 390 lbs 450 Ibs 890 Ibs 1700 Ibs 270 Ibs 280 Ibs 354 Ibs 740 lbs 374 Ibs 720 lbs 946 lbs 341 Ibs 442 lbs 560 Ibs 2 Anchors © 5" Min. O.C. / (2) 4 Anchors @ 3.5' Mln. 0.C. / (2)2,45 Angle Clips / (Fig. 2): 780 Ibs 780 Ibs 790 Ibs 1670 Ibs 2525 Ibs 540 Ibs 560 lbs N/A 1120 lbs 7481bs 880 lbs 1892 lbs 682 Ibs 6851bs 1120 Ibs 6 Anchors @ 2.71' Min. O.C. / (2) 2x5 Angle Clips / (Fig. 3): 1120 Ibs 1120 Ibs 958 Ibs 2246 lbs 2254 Ibs N/A 840 lbs N/A 1059 Ibs N/A 1320 lbs N/A _ 1022 Ibs 1327 Ibs 16801bs FIGURE 1: • FIGURE 2: • • FIGURE 3: • • • • • • • •r• ••• • • • • •II • e1.• ••• TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. • • • 3jMULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. • HMS TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. • • • FMURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. • • • • • • • • •• • •• • • • 4 • • • • 0044 • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • •• • .441 SU6STRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED OONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED • •''ELIO:N SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" •TT-IIWSTEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. ANGLE CLIP (FIGURES 1-3) MUST BP U}SEV Ir1'PAIRg. •• •• ••• • • • ••• • • ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP.„) X \ ANCHOR CAP. , ,,, =ANCHOR CAP. ° MULLION CAP. ' USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. .125" 30° BAY MULLION li O O M (O z 6 0 z 0) m 0 0 U 0 v- 03 1:1 O 0 FL CERT. OF AUTH.# 29296 T- O 0 o'- 0 0 V) 'RODUCT REVISED is complying with the He Build(ng Ccd' Acceptance No fit' ` 4'tratitoPetc .r ,"y f.., 2016 13y Miami iodePr,.uctControl da 0j111I11IN, \\�\\\ON { LYNri) M// // ...... No. 58705 0 C sr� Tt % C. �� ' 'c<Dip.... A. LYNIVIfIrfILL�R, P.E. # 58705 FL P.E. TABLE 16A 3.26" 46 DEG. AL BAY MULL 50 in Rectangular Loading 0 co jg s= G TraplTdang. Loadng nc V 5 1 601n Rectangular Loadng In70 TraplTdang. Rectangular Loading Loadng Mullion Capacity Table (Ibstft2) Opening Width (for vertically -spanning millions) or Opening Height (for horizontally -sparring mt./lions) 60 In 90 In j 1001n 12t1 in TrapiTdang. Rectangular Trap/Triang. Loafing Loading Loadng Trap/Tdang. Loadng A G 0 . Rectangular Loadng Trap/Tdang. Rectangular Loadng Loading 4 n 0 o 7 jg n 0 0 2 Trap/Triang. Loadng u 0 Rectangular Loadng 140 in Rectangular Trap/Tnang. Loading Loading 2' 'h 6 m J z 42 In 48 in 50.025 in 54 In 60 In 170.0 170.0 170.0 170.0 170.0 620 708 747 797 885 170.0 170.0 170.0 170,0 170.0 435 170.0 524 170.0 563 170.0 612 170.0 701 170.0 744 850 896 958 1063 170.0 170.0 170.0 170.0 170.0 478 584 631 691 797 170.0 170.0 170.0 170.0 170.0 868 992 1048 1116 1240 170.0 170.0 170.0 170.0 170.0 506 170.0 630 170.0 684 170.0 754 170.0 878 157.1 992 1133 1195 1275 1309 170.0 170.0 170.0 170.0 170.0 519 1 170.0 661 1 170.0 723 11 170.0 803 1 170.0 944 1 139.7 1116 1275 1345 1434 1309 170.0 170.0 170.0 170.0 170.0 521 677 747 637 998 170.0 170.0 170.0 155.2 125.7 1240 1417 1494 1455 1309 170.0 170.0 170.0 170.0 163.5 521 880 758 858 994 170.0 183.7 147.1 129.3 104.8 1488 1637 1552 1455 1309 170.0 170.0 170.0 170.0 157.1 521 680 758 881 982 170.0 140.3 126.1 110.8 89.6 121 1735 1 170.0 1637 1 170.0 63 In 170.0 930 170.0 88 in 170.0 974 170.0 745 170.0 789 170.0 1118 170.0 1169 170.0 850 903 162.9 148.4 1247 1190 170.0 183.7 940 142.5 965 129.9 1247 1190 164.5 147.0 983 1 128.7 945 1 115.4 1247 1190 152.6 138.5 965 114.0 928 103.9 1247 1190 144.3 128.4 952 914 95.0 88.8 1247 1190 136.2 938 119.5 698 81.4 74.2 1552 1 170.0 1455 1 170.0 1309 157.1 1247 135.7 72 In 76 in 761n 90 In 96 in 108In 111 1n 161.6 137.4 127.1 82.7 68.2 47.9 44.1 1010 906 861 848 568 449 425 169.8 143.8 132.5 85.4 70.1 48.9 45.0 877 134.7 792 114.5 754 105.9 574 68.9 508 56.8 405 39.9 385 38.8 1010 906 661 848 568 449 425 144.8 122.0 112.5 72.1 59.1 41.2 37.9 859 775 738 564 499 399 379 115.4 98.1 90.8 59.1 48.7 34.2 31.5 1010 906 681 846 568 449 425 127.2 107.1 08.6 62.9 51.4 35.7 32,8 842 101.0 781 85.9 725 79.4 554 51.7 491 42.8 393 29.9 373 27.6 1010 906 861 648 588 449 425 114.7 88.2 88.5 58.1 45.8 34.7 29.1 828 1 89.8 749 1 76.3 713 1 70.6 545 1 46.0 483 1 37.9 387 1 28.8 367 1 24.5 1010 906 861 648 568 449 425 105.8 88.2 81.0 50.9 41.4 28.6 26.2 817 738 703 537 476 382 382 80.6 1010 88.7 63.6 41.4 34.1 23.9 22.1 906 881 648 588 449 425 98.9 82.3 75.4 47.0 38.1 28.1 24.0 807 729 884 530 470 377 358 87.3 57.3 53.0 34.5 28.4 20.0 16.4 1010 906 881 848 568 449 425 90.6 74.7 68.1 41.5 33.4 22.7 20.7 795 716 681 519 459 388 350 57.7 49. t 45.4 29.5 24.3 17.1 15.8 1190 118.1 1010 87.8 906 7i.2 881 1 64.5 848 1 38.2 568 1 30.5 449 1 20.4 521 680 758 861 962 935 893 160In Rectangular Trap/Triang. Loafing Loafing n 0 u g 2 160.3 122.8 110.4 97.0 78.8 71.3 84.9 1871 1637 1552 1455 1309 1247 1190 170.0 170.0 170.0 170.0 157.1 135.7 118.1 521 880 758 861 982 935 893 790 50.5 1010 87.7 769 425 18.6 710 675 511 452 361 343 42.9 39.7 25.9 21.3 15.0 906 881 648 568 449 70.8 63.7 38.5 28.7 18.9 708 672 507 447 350 34.9 384 35.5 384 29.8 326 24.9 364 25.8 321 21.8 364 22.8 384 20.5 313 17.5 384 18.7 309 144 In 20.2 253 20.4 253 17.1 230 Anchor Capacity Table (lbs) Anchor Clip Patterns Substrate: 2.7k C.oncrete 3.5k Conc. Hollow CMU Filled ow PT Wood Metal Ultracon AggreGator Ultracon AggreGator Screw (G5) Screw (G5) Screw (G5) FIGURE 1: • FIGURE 2: • • FIGURE 3: • • • TABLE NOTES: • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. • • 3)•MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. • ••• ••• •• • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. . FrdURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. . • • • • • • • 41 SUPSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED • • • • • • cors:CP$ETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED • • • • • • • • : yipil_or SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" • • . 'THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND • THE MATERIAL, #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. • ANCHOR CAPACITY ADJUSTMENT FORMULA: k 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. .125" 45° BAY MULLION in cr gALlat 0 CO 03 iS (NI a. -J 0 oo (13 co - J - J gw co 50 113 complying with the Florida Builetris Cede ,,0 Acizoteatc.... No ExplA,Dute co -"WA iebolito No. 58705 NA LYN MILLER, P.E. --1 1.000" - 2.000" 1' X 2' X .125' MULLION 6063-T6 ALUM. X-SECTION .375" MIN. .375" MIN. 2.000" 2.000" 1.000" �-- .375" J 1" X 2' X .375" MULLION 6063-T6 ALUM. X-SECTION STANDARD CLIP 6063-T8 ALUM. X-SECTION .125" 3.125" 5.500" CUT HERE TO - CREATE F-CLIP, SEE DETAIL F, SHEET 4 CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1/16'. 5.500" STANDARD CLIP 6063-T6 ALUM. TOPVIEW r L i J .125" .740" 1 •• ••• • • 6 • • • • •1• • • •• •I• ;•-D• • • :I 0;• •• 0 • J • • •• •• • • .375" .375" MIN. • • •• • • •• • • • • • •• II• • -1••• • • • • 000 • OFPSET•OLIP • • 643-T6 ALUM. • TOPVIEW 1.000" 2.750" 1" X 2.75' X .375' MULLION 6063-T6 ALUM. X-SECTION • • • • • • • • • • • • • • • • 000 • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • 2.125" i ice.. --{ .740" F-- U-CLIP 6063-T6 ALUM. X-SECTION 38" MIN. U-CLIP 6063-T6 ALUM. TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1/16'. --' 1.000" I--- 2.750" 1' X 2.75" X .650' MULLION 8063-T6 ALUM. X-SECTION 2.000" I-1.000"--I 3.125" 1" X 3.125' X .5" MULLION 6063-T6 ALUM. X-SECTION 2X5 ANGLE CLIP 6063-T6 ALUM. X-SECTION .125" CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1/16'. I---1.250"-i 3.188' 1.25' X 3.188' X .265" MULLION 6063-T8 ALUM. X-SECTION 2X5 ANGLE CLIP 6063-T6 ALUM. TOPVIEW „ `v~- v Mull Dimension (sheet #) PGT Part # Mullion Std. Clip Offset Clip' U"Clip 'Angie Clip 1" X 2" X .125" (5) 66605 666113M 6661118M 666243M 666511M 1" X 2" X .375" (6) 666006 666114M 6661119M 666244M 666512M 1" X 2.75" X .375" (7) 66607 666115M 6661120M 666245M 666513M 1" X 2.75" X .650" (8) 66608 666116M 6661121M 666246M 666514M 1" X 3.125" X .500" (9) 66637M 6661116M 6661114M 666242M 666515M 1.25" X3.188" X.265" (12) 66641M 6661117M 6661113M 666241M 666516M 1.26" X2.11" X.125" (18) 69370 WA NIA WA 666517M NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 5-20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS & ANCHOR O.C. DISTANCE. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. EA 1.26' X 2.11" X .125' MULLION 8063-T6 ALUM. X-SECTION Dimension Value (in) For Mullion: A 1.625 B 2.654 1" X2" X.125" Aluminum C 0.895 Tube Mullion D 0.740 A 1.125 B 2.404 1" X2" X .375" Aluminum C 0.635 Tube Mullion D 0.490 A 1.875 B 3.000 1" X 2.75"" X C 0.757 .375 Aluminum D 1.118 Tube Mullion E .450 Min. A 1.312 1"X2.75"X B 3.000 .650" C 0.476 Aluminum D 0.836 Tube Mullion A 2.000 B 2.637 1"X3.125"X .500" Alum C 0.863 Tube Mull D 1.137 A 2.625 B 3.262 1.25° X 3.188" X Alum C 0.862 .285" Tube Mull D 1.762 1.26" X2.11" X A 1.813 .121" Alum Tube Mull FL CERT. OF AUTH.# 29296 v7 Z 0 J -J D W 03 1-- Z J 1- Q to LU 0 0 2 F us N 0 (NI CO 5 O 0 (0 z 0 2 m 0 0 w w W (n 0 J J 0 mW aZ Z m 8 An m 0 Z 0 PRODUCT REVISED na co►fnlyiu}( with the Florida nadirs Cads Acceptence No I irtf un Date ade Product Control \`,\ttillrt//,/ \\\� ,{ LYNN 4,17( 0, ` `\��`. OGENSE' F� /: '`" . No. 58705 i �✓ / a; _. .�"1 BUJ � STATE OF '• 4, �� FLORIOQ' C ' A. LYNN MIL,IUEIR, P.E. FL P.E.# 58705 --j 1.000" 4.000" 1 X4'X.125' MULLION 6063-T6 ALUM. X-SECTION --i 1.000" 1' X 4" X .375" MULLION 6063-T6 ALUM. X-SECTION 3.250" .100" .100" 1.25' X 3.25' X .100" MULLION 6005-T5 ALUM. X-SECTION .125" 30° BAY MULLION 6063-T6 ALUM. X-SECTION .228"J 1-- .981"--I 1.250" .063" .062" .062" .438" 4.000" .125" .031" .155" 3.94" .100" .624" --I .820" H.- 1.25' X 3.25' X .624" MULLION 6005-T5 ALUM. X-SECTION 1.062"--j 1" X 4' X .375" "T"-MULLION 6063-T6 ALUM. X-SECTION 1.250" 385" 2.625" .375" .100" .624" --1 .820' F..- 1.25' X 3.94' X .624" MULLION 6005-T5 ALUM. X-SECTION 3.250"40 BAY MULLION 6063-T1 ANC. •.X-SECTL M •• • • • •• • • •• • • NOTES: • • • •• • • • • • • • • • • • • •• • • • .375" MIN. 2.000" 3.125" 5.500" •125" STANDARD CUP 6063-T6 ALUM. X-SECTION .125" CUT HERE TO I _ CREATE F-CLIP, SEE DETAIL F, SHEET 4 2.875" C .375" MIN. L J CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-20 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1/16'. 5.500" STANDARD CLIP 6063-T6 ALUM. TOPVIEW 2.250" r 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 5-20 FOR SUGGESTED,115Pla0X4AtE%i 'LOCATIVINS. • • • • • • • • • • • • • • • • • • • 3) SEE SHEETS 2-4 FOR GENERAL INSTI 3.lAtItoE'E 4O($.. ; • •; .125"- .740" 4- J .125" .375" OFFSET CLIP 6063-T6 ALUM. TOPVIEW .375' 2.125" U-CLIP 6063-T6 ALUM. X-SECTION 2X5 ANGLE CLIP 6063-T6 ALUM. X-SECTION CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-20 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1/16". CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-20 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1/16". U-CLIP 6063-T6 ALUM. TOPVIEW TABLE C Dimension Value (In) For Mullion: F 3.687 1" X4" X G 1.000 .125" H 2.680 Aluminum I 3.000 Tube Mullion F 3.187 1" X4" X G 0.757 .375" H 2.430 Aluminum I 3.000 Tube & "T" F 2.250 1.25" X 3.25" G 0.750 X.100" H 1.500 Aluminum 1 3.250 Tube Mullion 5.000" .375" MIN. 1.375" TABLE C. CONT. Dimension Value (in)lFor 1.938 Mullion: 1.25" X 3.25" X .624" Aluminum Tube Mullion F G 0.500 H 1.438 I 3.250 F 2.625 1.25' X 3.94" G 1.125 X.624" H 1.500 Aluminum I 3.250 Tube Mullion F 2.813 30° Bay Mull F 2.875 45° Bay Mull MIN. 2X5 ANGLE CLIP 8063-T6 ALUM. TOPVIEW ' , Mull Dimension (sheet #) PGT Part # Mullion ' Std. Clip tOffset Clip' U-Clip J Angle Clip 1" X4" X.125" (10) 69364 668111M 6661122M 666241M 668518M 1" X4' X .375" (11) 66610 666112M 6661123M 666242M 666519M 1" X4" X .375" "1" (11) 66653 666112M 6661123M 866242M 666519M 1.25' X3.25" X .100" (13) 20160 6661127M 6661124M 6662410M 6665115M 1.25" X3.25' X.624" (14) 20181 6661128M 6661125M 6662411M 6665116M 1.25" X 3.94" X .624" (15) 20162 6661117M 6661128M 666241M 686517M 30 Degree (19) 86649 N/A N/A N/A 6665110M 45 Degree (20) 66650 N/A WA N/A 6665111M 0 u. Irk N N om rr 0 m z° 0 0 m U 0 Z 3 N .St 0 ..0 s Z cn O mo Ce cn 0 5.o oce PRODUCT REVISED is snmptyliwith lhelosl l3uilGlr�g tic „"" /� .�/ Accy-t)tenco No �T - rf iF t fIsto Miami ado Product Control � ```,111.1..Y1 11111//,�/ \\�,O`A� . YNN ;77?` i, ''\,.tCENSe• rt ' No.58705 v' / 01-cl ' ' SES UJ �'�1 FLORIOP. �� Nico, A. LYWKIINC.L 'R, P.E. FL P.E.# 58705 Mull Dimension (sheet #) PGT Part# Mullion I Std. Clip I U-Clip Angle Clip 2" X 4" X .25" (16) 66602 666261M 666271M 6665112M 2" X 6" X .25" (17) 66604 666282M 666272M 6665113M NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 5-20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. .250" - .250" 2.000" -j 4.000" .375" MIN. 2" X 4" X .25" MULLION 6063-T6 ALUM. X-SECTION 6.000" • .375" MIN. •• • • • • • 2.000" 0 I 0 / 1 --.125" STANDARD CLIP 6063-T6 ALUM. X-SECTION .125" • 1-1.490*-1 5.500" 3.500" CUT HERE TO CREATE F-CLIP, SEE DETAIL F, SHEET 4 L - STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 5-20 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1/16". 3.500" 5.500" CUT HERE TO CREATE F-CLIP, _ SEE DETAIL F, r SHEET 4 • • • 8tiX6tiXfee •• • • MULLION 6063-T6 ALUM. •4X-SteTIO.•• • • • • • •• • • • • • • • •• • • •• •• • • • • • • • • r •• • • •• ••. • ♦ • • • 1 • • : 4- : • • J .375" MIN. 3.438" .375" I- MIN. 1 4.688" • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• .•• • • • • • • • • STANDARD CLIP 6063-T6 ALUM. TOP VIEW L_ 5.438" 2.125" •, i U-CLIP 6063-T8 ALUM. X-SECTION r 375" 3.438" U-CLIP, 6063-T6 ALUM. USED FOR 2" X 4" MULLION, SHEET 16 TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-20 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + I .375" 5.438" U-CLIP 6063-T6 ALUM. USED FOR 2" X 6' MULLION, SHEET 17 TOPVIEW -II--.125" 2.000 3.438" 5.438" 2X5 ANGLE CLIP 8063-T6 ALUM. X-SECTION f 5.000" .125" 375" MIN. .375" MIN. 2X5 ANGLE CLIP CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 5-20 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1/16'. 5.000" I_ .375" r -F L 1 2X5 ANGLE CLIP 6063-T6 ALUM. TOPVIEW MIN. PRODUCTREVISED a9 complying with the Florida Eapiraion paw s '"'IiW.. Miami Dade Product Control \\ �N{ LYEl NN 49/( i. Fpoi , • : No. 58705 .375" MIN.(}, _ ICI f STATE OF _`�(/ Q.":FLOR10P. ,��`� A. LYNN MILER, P.E. FL P.E.# 58705 EXAMPLE 1: SINGLE VERTICAL MULLION MU LEI NO ANCHORS IN HEAD r2• LUON JGTH 1 I L- — r _ SEE FENESTRATION PRODUCT'S APPROVAL SEE DETAILS, SHEETS 2-3 T 4 �L 4 L SEE STETS F2-3 T F---1 I i NO ANCHORS IN WINDOW SILL 32' -{ 32• --I MULL WIDTH OPENING WIDTH 411, THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2-1/4". THE OPENING REQUIRES A DESIGN PRESSURE OF +60.0/-60.0 PSF. 1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72" AND THE OPENING WIDTH IS 32"+32+1" =65". REFERENCING SHEET 25, THE COLUMN USING RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-1/4" AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +60.0/-60.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. FROM TABLE 3A, SHEET 7, THE 1" X 2.75" X .375" MULLION (LENGTH = 72", OPENING WIDTH = 70") MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/-58.3 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 4A, SHEET 8, THE 1" X 2.75" X .650" MULLION (LENGTH = 72", OPENING WIDTH = 70") HAS A DESIGN PRESSURE OF +1-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. 2) USE E ANGLE CUPS WITH (4) #1THE 2 ANCHORS HAVE AVE A CAPACITY ANCHOR OF 885QUANTiTYLBS THOUGH EITHER ONE COULD BE USED, THE STANDARD CLIP ISD CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH EASIERTO STANDARD WITH (4) #12 ANCHORS AND THE 2X5 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. REQUIREDIN THIS EXAMPLE, THE DESIGN PRESSURE A OVERALL OF THE ANCHOR CAPACITY ADJUSTMENT FORMULA COU COULD HAVE BEEN USED TO CALCULATE MULLION E A CHOR CAPACITY REQU RED OR THE EXACT DESIGN PRESS RE OF 60 PS 6 LBS. ALTERNATIVELY, (60 PSF) x ( 636 LBS .= 524.9 LBS (MAY BE USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 4B) 72.7 PSF EXAMPLE 2: MULTIPLE MULLIONS MULL WIDTH--1 32• SEE FENESTRATION PRODUCT'S APPROVAL r SEE DETAILS, SHEETS 23--- I VERTICAL t MULLION LENGTH OPENING HEIGHT FOR HORIZ. MULLION 72� SEE DETAILS, SHEETS 2-3 SEE DETAIL E, SHEET 3 L. SEE DETAILS, SHEETS 2-3 •. ••• • fe • • . • 9 — f 36',HORIZ. a •Oe',y01:1Z••; •j•• MULL LENGTH MULL LENGTH OPENING WIDTH FOR VERTICAL MULL 6 • ••• • • . • • • • . • • • • •• • • • • • • •• • • •• .• • . • ••• • • • • • • • • • • • • • • •. •• ••• • • • • ••• • • • ••• • • • • • • • • THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL. THE WINDOW FRAME DEPTH IS 2-3/8". THE OPENING REQUIRES A DESIGN PRESSURE OF +50.0/-55.0 PSF. FOR THE VERTICAL MULLION: 1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32"+72"+1"=105" AND THE OPENING WIDTH IS 36"+36"+1" =73". REFERENCING SHEET 25, THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-3/8" AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50.0/-55.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. FROM TABLE 3A, SHEET 7, THE 1" X 2.75" X .375" MULLION (LENGTH = 108", OPENING WIDTH = 80") MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/-15.1 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 12A, SHEET 16, THE 2" X 4" X .250" MULLION (LENGTH =108", OPENING WIDTH = 80") HAS A DESIGN PRESSURE OF +/-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. BECAUSE T IS PREVIOUSLY A SUMED. NOW THEDESIGN PRESSUREISSTIL OWN THAT THE ON WILL DL APPLIICABI.E FOR THD 2" TO THE WIDTH E ASF THE MULLED UNIT, THE ADJUSTED OPENING VVIDTH IS 36"+36"+2"=74", NOT 73" ADJUSTED ALTERNATIVELY,THE WINDOWED OPENING. DOW WIDTHS MAY BE REDUCED VERIFY TO MAINTAIN THE 73" DIMENSION (35-1/2"+35-1/2"+2"=73"). 2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POURED USINGT HE STANDARD CLIP WITH (6) 3/11DE. IF THE MULLION CLIP WERE TO BE CENTERED 6" ULTRACON ANCHORS AT AN EDGE DISTANCE OF I 1/2" GIVES AN ANCHOR CAPACTHIN THE 8", CARE MUST BE ITY OF 1050EN TO 1L1BSIN THE FASTENER'S WHICH IS GREATER,ND DISTANCE.DGE THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. FOR THE HORIZONTAL MULLIONS: BECAUSE THE VERTICAL MULL WILL BE A 2" X 4" X .250" MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS, ALTERNATIVELY, ANOTHER MULLION TYPE COULD BE CHOSEN. • • •• • • • ••• • • • • • • • •• 1) THE MULLION LENGTH IS 36" AND THE OPENING HEIGHT IS 32"+72'+2" =106". REFERENCING SHEET 25, THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAY BE USED. FROM TABLE 12A, SHEET 16, THE 2" X 4" X .250" MULLION (@ LENGTH = 42", OPENING HEIGHT = 120") HAS A DESIGN PRESSURE OF +/-170.0 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. 2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE 8" WITHE (4)13/16" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1" GIVES " TO MAINTAIN AN ANCHOR CAPACITY OF540LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED TH ANCHOR CAPACITY OF 521 LBS. 4) FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF 521 LBS. TABLE 12B FOR THE U-CLIP SHOWS THE ANCHOR CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS. THE ANCHOR TYPE IS A #12 STEEL SCREW. ••• • . • F12c A THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS: • ; • +Z'7 PSF FROM THE VERTICAL MULLION; • +PJ70.0 PSF FROM THE 36" HORIZONTAL MULLION ATTACHING TO CMU; +/-170.0 PSF FROM THE 36" HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTERSECTION). THE LOWEST DESIGN PRESSURE IS +/-64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. • 'ERIFY 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. ars n el tie) tv Vhn zoo. 0 02 z FL CERT, OF AUTH.# 29296 N o m m fY O 0 cr) CO a z 3 0 Z 0 5 0 m a Z" m ea V 0 rn N mo a Y 0 mo 0 1RODUCF REVISED is complying with the Florida 30(11ng Code Aoctence Iso.16 pay Mal" RY ' 1iarr4l )ade Product Control \1111!f1!/ 06.04 \\� �N\ �YNN �`1I<l ��00,. \�� '�\t ENSE• �? i No. 58705 -•( :___.=_:,, :0.. 'O'�� lLOR\O�•\ :./.7):.. _ ,J /ONAv- CGS A. LYN MIL!Ili , P.E. FL P.E.# 58705 EXAMPLES OF RECTANGULAR LOADING: ISH/DHkg SH/DH l{l 1111111111111111 LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED I — P / j HINGED DOOR / /00 1 •• ••• • • 4 • • •• , il3 i .••• • YYY %f` �'irri_4 "'IV- // SH/DH A #ASL _ h LOADING OF VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION WITH INTERSECTING VERTICAL MULLION • • • • • • • • ••• • • • • • �. • • • • • • • • LOADING OF VERTICAL MULLION • • • •• • • • LOADING OF VERTICAL MULLION PANEL OF HINGED DOOR IS NOT CAP1'GRED•OR ANGMORE•D WA H INTERSECTING HORIZONTAL MULLIONS ••• • • • • ••• • • • • •• •• •. • • • • • • • ••• • • • • •• • • • • •• • • • . • •• •• • • • •• •• ••• • • • ••• • • EXAMPLES OF TRAPEZOIDAL/TRIANGULAR LOADING: LOADING OF HORIZONTAL MULLION LOADING OF (2) HORIZONTAL MULLIONS i SGD i LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION NOTES: 1) DRAWINGS ARE RERESENTATIONS OF TYPICAL CONFIGURATIONS. CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. 2) IF THE LOADING TYPE CANNOT BE DETERMINED, USE RECTANGULAR LOADING. 3) SEE PRODUCTS' APPROVAL FOR ACTUAL ANCHOR LOCATIONS. oD re -) O O c1) t0 0 FL CERT. OF AUTH.# 29296 PRODUCT REVISED s complying, with the Florida Duildtng Odle 4. . Acceptance No Mlang'adoP Contcot \\\13NN r/Q / • NO. 58705 FL P.E.# 58705 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 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 RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Series "CA-740" Outswing Aluminum Casement Window - L.M.I. APPROVAL DOCUMENT: Drawing No. MD-CA740-LM, titled "Casement Window Details - LM & SM", sheets 1 through 10 of 10, dated 08/08/12, with revision A dated 05/15/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami —Dade County Product Control Revision stampwith 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 displayedin 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 manufactureror :its distrikutm and shall be available for inspection at the job site at the request of the Building Official. This NOA 1Fe' is 'NOA# 12-1218.09 and consists of this page 1 and evidence pages E-1 and E-2, as well as appraisal sictic.usmeitt mentioned above. The sttbmitteci ilo¢umentation was reviewed by Manuel Perez, P.E. • • AMI•DADE COUNTY APPROVED PIPOIP MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.m is m idade.eov/economy NOA No. 15-0519.13 .. 'Expiration Date: April 11,;2018 Approval:Date: July 16 2015 Page,1 SHOP DRAWING DOCUMENT REVIEW THESE DOCUMENTS HAVE BEEN REVIEWED FOR CONFORMANCE WITH THE DESIGN CONCEPT AND INTENT AND GENERAL COMPLIANCE WITH THE CONTRACT DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE F9R CONFIRMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS, FABRICATIONAND CONSTRUCTION TDCOORDINATION! S. THIS TRADE WITH OTHER APPLICABLE APPROVED AS SUBMITTED l APPROVED AS NOTED REJECTED / REEUBivliT 0 DATE:6f13®'fII REVIEWED BY: Ve' JUAN FERNANDEZ-BARQUIN, P.E.= STRUCTURAL ENGINEERS / THRESHOLD INPECTORS 2520 NW 97 Ave., Suite 240 Dora!, Florida 33172 Phone: 786-336-08'81 Fax: 786-336-0884 .. ••• • • • • • S. • • • • •• • •• • •• •••••••• • • • • • • • • • • • •• PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 12-1218.09) 2. Drawing No. MD-CA740-LM, titled "Casement Window Details — LM & SM", sheets 1 through 10 of 10, dated 08/08/12, with revision A dated 05/15/15, 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 a series CA740 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL-7065, dated 10/05/12, signed and sealed by Marlin D. Brinson, P.E. (Submitted under previous NOA No. 12-1218.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated 05/16/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. •. •.• • • • .• • .• • .•.•.. . •.••••• • ......... • • • .. ... •• • 41. . .. • • . ..• •• • . • . • . • •• . • • • • .•• . • . .. .•• .. E-1 Menu - erez, P.E. Product Cont' • xaminer NOA No. 5-0519.13 Expiration Date: April 11, 2018 Approval Date: July 16 2015 . . ... . • • • . • • . . • • • • . •. •.. •• • . lie • • • • ..• PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5`h Edition (2014), dated May 16, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 12-1218.09, issued to PGT Industries for their Series "CA- 740" Outswing Aluminum Casement Window - L.M.I." approved on 04/11/13 and expiring on 04/11/18. •• •.• • . . .•. . •. .• • ;'•..•••• . •. . ••' ••. '•. .. .• •.• • . •.. . •,' • • • • • •• • . • • . •• •• • • • • „ • . • • • • • • • • • • • • • • 00 E-2 Manueltez, P.E. Product Contr xaminer NOA No. 5-0519.13 Expiration Date: April 11, 2018 Approval Date: July 16 2015 • • • • .• • • • • • • • ..• • ' . •• • •.' • '. •.. • GENERAL NOTES: SERIES 740 IMPACT -RESISTANT CASEMENT WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLE 3, SHEET 4. 4) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-112" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON TABLE 3, SHEET 4. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL/ CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FTL-7065, 3579, 3580, 3724; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA: ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. TABLE 1: •Gla%s Typos •• ••: • • • • •_•• Sheet # 1— 5/16" Lama (11$ An. •.09 WV11• ;1/87 n) 5 2 7/16" Lam10(3411AIi.:0$01' Se -13/1'6 An) 6 3 7/16" Lami (3/18 HS - .090° SG - 3/16 HS) 7 4 7/8" Lami. IG (1/8- An - 7,1l" Air..148" An - .090" PVB - 1/8" An) 5 5 7/8" 1.431Y4. IG (1/8" I - f/1Eiy' Air -1i18t An ;.090" PVB - 1/8" An) 8 6 7/8" Una ICE(,3/16";AQ - 1101: air :'3 '16' fA1- .090" SG - 3/16" An) 9 7 7/8" Lami. IG°(3/16" Rn - 1/4" Air - 3/16" HS - .090" SG - 3/16" HS) 7 8 7/8° Lami. IG (3/18" T - 1/4" Air - 3/16" An - .090" SG - 3/16" An) 9 9 7/8° Lami� (3116" T -.1/4" Atir- 416" OS - .090" SG - 3/16" HS) 7 "PVB"= BUTACIT 'y'B prj(L i/ tAY•AMERICA INC. • "SG"= SENTRYGCAS Y KIRAI4AY & ERMGA, INC. DESIGN PRESSURE RATING IMPACT RATING VARIES, SEE SHEETS 5-9 RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE 4" MAX. 37" WIDTH 25.476" MAX. O.C. IF WIDTH IS UNDER 33.476' (HEAD & SILL r-� B, SEE SHEET 2 \ j / i\ \ \ / — I I / / / / / / / Y / I \ F— T A 69" VISIBLE LIGHT HEIGHT (DLO) 1 4" MAX. 30" VISIBLE OPENING (DLO) TYP. ELEVATION OF CASEMENT WINDOW GENERAL NOTES 1 ELEVATION 1 GLAZING DETAILS 1 INSTALLATION 2 ASSEMBLY TUBE DETAILS 3 ANCHOR SPECIFICATIONS 4 ANCHOR QUANTITIES 4 DESIGN PRESSURES 5-9 ASSEMBLY DETAILS/BOM 10 17-1/2" MAX. A, SEE O.C. SHEET 2 + 6" MAX, O.C. USE ANCHOR PAIR AT EACH JAMB IF HEIGHT IS 26" OR OVER EXTERIOR �6" HEIGHT 14-112" MAX. O.C. IF WIDTH IS 33.476" & OVER (HEAD & SILL) t-: \\\‘� t0 \„`i'... M (6 / , ::231-cs::.4'. �F ��% 1T• c,TI. ' .:7.. .{No•1O . —_ r .� /", S, 1I11ON{ {�\ -N��• A. LYNN MILLER, P.E- P.E.# 58705 5/16' LAMINATED `1 GLASS STACK �I .090' BUTACITE PVB BY KURARAY AMERICA, INC. 1/8' ANNEALED GLASS EXTERIOR a GLASS TYPE 1 7/8" NOM. GLASS STACK f.ii_ 5/16" LAMINATED GLASS STACK 1/8" ANNEALED GLASS 1/8' ANNEALED GLASS 4 11/16" GLASS BITE 7/16'AIRSPA 1/8" ANNEALED OR TEMPERED GLASS L:I IN MAX li 7116' LAMINATED GLASS STACK 3116" ANNEALED OR HEAT -STRENGTHENED GLASS 7/8" NOM. GLASS STACK .090' SG BY KURARAY AMERICA, INC. 3/16' ANNEALED OR HEAT-$TRENGTHENED GLASS 11/16" GLASS BITE GLASS TYPES 2 & 3 .090" BUTACITE PVB 1/4" AIRSPACE .I'P BY KURARAY 3/16" ANNEALED AMERICA, INC. GLASS 11/16" GLASS BITE <III EXTERIOR -11 1/8" ANNEALED 0 • • !r� GLASS GLASS TYPES 4 & 5 7/8" NOM. GLASS STACK eke ®®0 7/16' LAMINATED GLASS STACK 3/16' ANNEALED OR HEAT -STRENGTHENED GLASS .090" SAY KURARAY AMERICA, INC. 3/16" ANNEALED OR HEAT -STRENGTHENED GLASS GLASS TYPES 6 & 7 7/18" LAMINATED GLASS STACK 3/16' ANNEALED OR 1/4" AIRSPACE ��1rll�' EAT -BYRE® THENED GLASS .090" SG BY KURARAY 3/16'TEMPERED AMERICA, INC. GLASS 3/16" ANNEALED OR HEAT -STRENGTHENED GLASS 4 11/16" GLASS BITE GLASS TYPES 8 & 9 Revised By: Dote: Revision 8: 1 11/16" GLASS BITE 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Revised By: Dote: LM 5/15/15 Description: GLAZING DETAILS Revision A: 5TH EDITION (2014) FBC UPDATE PRODUCT REVISED as complying with the Florida Building Code i�-�fij9, ��. Acceplance No iacDiration Dale Drown By: J ROSOWSKI Title: CASEMENT WINDOW DETAILS - LM & SM Dote: 08/08/12 CERT. OF AUTH. #29296 Series/Model: CA-740 Scale: NTS Sheet: Drowing No. Rev: 1 OF 10 MD-CA740-LM A INSTALLATION OPTION 1 INSTALLATION ANCHORS INTO 2X WOOD. AS REQUIRED PER O TABLE 3. SHEET 4 EXTERIOR WINDOW HEIGHT L EDGE DISTANCE C5-37 ATTACHED TO FRAME JAMB ATTACHED TO VENT JAMB VISIBLE LIGHT HEIGHT (DLO) ATTACHED TO FRAME JAMB ATTACHED TO VENT JAMB 1 ►� ,.,.,t 711 w t-brit �;i I� iM1i 21 •• • • : . . .•• • •• •• •• • • • • • ••O • • • ••• • • • �•• • • • • • • • • • • •• ' •• . ••• ••••• .�_•' .. • NCRiE • t ..• • . PER • ANtbFt •• • • • REQUIREMENT • • °• EDGE DISTANCE EMBEDMENT JAMB HARD- WARE CONCRETE/CMU PER ANCHOR REQUIREMENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 4. BUCK HEIGHT ATTACHED TO FRAME JAMB • a EDGE DISTANCE EMBEDMENT OPTIONAL ADDON FLANGE @ HEAD, SILL & JAMBS NOTES: 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 3, SHEET 4. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL. UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER, 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. MAXIMUM SHIM THICKNESS TO BE 1/4". 1X WOOD f BUCKSTRIP, SEE NOTE 2, THIS SHEET. 1/4' MAX SHIM EMBEDMENT INSTALLATION OPTION 3 .•• V'ER�TICAL SECTION B-B INSTALLATION AN€MORV THI�IIGI2 1X BUCKSTRIP INtO I4tAVOtgRI. • • • • •. ••• • •- _ • • • A. • t INSTALLATION OPTION 2 INSTALLATION ANCHORS DIRECTLY INTO MASONRY. 1/4" MAX SHIM ATTACHED TO VENT SILL FOR SNUBBER REQUIREMENTS, SEE TABLE 4, SHEET 4. SEE DETAIL Al, BELOW�J, t 17 < �a BUCK WIDTH ATTACHED TO \RAME SILL tzowOPERATOR ARM ATTACHED TO VENT SILL VISIBLE LIGHT WIDTH (DLO) WINDOW WIDTH HORIZONTAL SECTION A -A 10"MAX. I \\ �.YNN4 /'// • �CENSF 'Q 1 • No. 58705 . 7,11s .O T1' i �• ORtdix.•" ('7 ."/ c%S••..... ..••C, �'• // //'�ONP,'-. \\\\ A. LYltF1 14/11.1.W. P.E. P.E.# 58705 L — SEE DETAIL A2, BELOW INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL. NOTES: 1) WHEN INSTALLING COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10" MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW: Additional Anchors Required on each Side of the Frame Assembly Tube (FAT) r Window Anchor Type A B, 0 & D Lc Width r• 1r-22.9" 0 0 S 23'-25.9" 0 1 > 26'+ 1 1 Window Anchor Type III- Height A B, C & D o ,g 17'-22.9' 0 0 23'-25.9" 0 1 = 26'+ 1 1 #12 STEEL SELF -DRILLING SMS, SEE TABLE 3, SHEET 4. DADE APPROVED MULLION, ALUMINUM, STEEL FRAMING OR STEEL STUD. EXTERIOR EGRESS FORMULAS: WIDTH, WASH HINGE: WINDOW WIDTH-13-1/2 WIDTH, EGRESS HINGE: WINDOW WIDTH - 7-1/2 HEIGHT: WINDOW HEIGHT - 6 VISIBLE LIGHT FORMULAS: WIDTH: WINDOW WIDTH - 7 HEIGHT: WINDOW HEIGHT - 7 Revised By: Dote: Revision 9: Revised By: LM Dote: 5/15/15 Revision A: NO CHANGE THIS SHEET PRODUCT REVISED as complying with the Florida I3uildingCode I5-05)Q1 •13 Acceptance No iration Date MB iam' ' ode Product of 2.018 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Description: Drown By: CROSS SECTIONS & INSTALLATION J ROSOWSKi Title: CASEMENT WINDOW DETAILS - LM & SM Dote: 08/08/12 CERT. OF AUTH. 1129296 Series/Model: CA-740 Scale: Sheet: Drawing No. Rev: NTS 2 OF 10 MD-CA740-LM A CASEMENT (X) WINDOW HEIGHT < /a N * I WINDOW 11 I WIDTH t� 740 SERIES CASEMENT EXTERIOR WINDOW FOR SINGLE UNITS: 1) DETERMINE YOUR WINDOW SIZE AND GLASS. 2) KNOWING YOUR ANCHOR TYPE AND SUBSTRATE, DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. 3) FROM SHEETS 5-9, FIND THE SHEET FOR YOUR GLASS TYPE. FIND THE PRODUCTS DESIGN PRESSURE FROM THE TABLE LABELED "DESIGN PRESSURE (PSF) FOR SINGLE WINDOWS, ALL ANCHOR GROUPS". 4) DIMENSIONS SHOWN ARE TIP -TO -TIP. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION D-D VERTICAL SECTION E-E AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE • .1) DETERMINE EACH INDIVIDUAL WINDOW TYPE, SIZE AND GLASS MAKEUP, SEE FIGURES 1 & 2, THIS SHEET. DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. TABLES. •• ••• • • ••• • • • • • • • ` ` • • • • •2) FFIPM SHEETS 5-9, FIND THE SHEET FOR YOUR GLASS TYPE. 5) USING THE 1iVLE'1 1B�L.D• . • • • • • "WINDOW ANGNORSIREQL ED 3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED 'DESIGN PRESSURE (PSF) FOR WINDOWS ATTACHED TO A VERTICAL FRAME ASSEMBLY TUBE" OR DESIGN (TABLE 2, SHEET 4), DETERMINE PRESSURE (PSF) FOR WINDOWS ATTACHED TO A HORIZONTAL FRAME ASSEMBLY TUBE; DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED. THIS THE NUMBER OF ANCHORS. •.. tyf(, T•$6 DONE FOR EACH WINDOW IN THE ASSEMBLY, AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY. DIMENSIONS SHOWN ARE TIP -TO -TIP. NEEDED IN TP{f IiP.4D, SILL AND : FflR 4)Z4S NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. JAMBS OF I00IS.R AINDQVIj • • • • • • ••' • ' ` • • • 4)•USING THE TABLE LABELED "WINDOW ANCHORS REQUIRED" (TABLE 2, SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF 6) INSTALL Al PER'rHE YOUR WINDOW. INSTRUCTIONS ON SHEET 2. CASEMENT / CASEMENT (XX) 10", SEE NOTE 7, THIS SHEET FIGURE 1: CV 1 C \ / 1 740 740 SERIES FRAME SERIES CASEMENT ASSEMBLY CASEMENT WINDOW TUBE WINDOW 740 SERIES CASEMENT EXTERIOR WINDOW AWNING / CASEMENT / FIXED CASEMENT (XXO) FIGURE 2: J 10", SEE NOTE 7, THIS SHEET MIN. # 12 X 1" SMS THROUGH INSTALLATION HOLES FRAME ASSEMBLY TUBE HORIZONTAL SECTION C-C 740 SERIES CASEMENT WINDOW MIN. # 12 X 1" SMS THROUGH INSTALLATION HOLES EXTERIOR a f 740 SERIES AWNING WINDOW -•-D FRAME - - ASSEMBLY TUBE 1-- O -E 740 SERIES CASEMENT WINDOW FRAME ASSEMBLY • E TUBE 740 SERIES FIXED WINDOW'` "SEE PRODUCT'S NOA FOR INSTALLATION SPECS 740 SERIES AWNING WINDOW FRAME ASSEMBLY TUBE 740 SERIES CASEMENT WINDOW EXTERIOR 740 SERIES CASEMENT WINDOW FRAME ASSEMBLY TUBE MIN. # 12 X 1" SMS THROUGH INSTALLATION HOLES 740 SERIES FIXED CASEMENT WINDOW' • • • • ; ; •• ` •• ` EIINS-PAL AS PER THE INSTRUCTIONS ON SHEETS 2-3. NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED (SEE • • • • • '• EET02), AND THAT MIN. #12 X 1' ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE (SEE DETAILS ON THIS SHEET). • ' • e • • • •♦ •• •• - ••. • • FRAME ASSEMBLY TUBE NOTES: 1) DIMENSIONS SHOWN ARE TIP -TO -TIP DIMENSIONS FOR EACH INDIVIDUAL WINDOW. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 2) ANY 740-SERIES PRODUCT (CASEMENT, AWNING OR FIXED CASEMENT) MAY BE ATTACHED TO THE FRAME ASSEMBLY TUBE. FOR ALL WINDOWS, USE THE WINDOWS NOA FOR ANCHORAGE, SIZE AND DESIGN PRESSURE LIMITATIONS. 3) ALL WINDOWS IN THE COMBINATION UNIT MUST BE ABLE TO INDIVIDUALLY COMPLY WITH THE REQUIREMENTS OF THEIR RESPECTIVE NOA. 4) FRAME ASSEMBLY TUBE TO BE FASTENED TO WINDOW, AS SHOW IN DETAILS, WITH MIN. #12 X 1' SHEET METAL SCREWS. USE THE SAME SPACING AND QUANTITY AS THE OPPOSITE FRAME MEMBER. 5) THE FRAME ASSEMBLY TUBE MAY NOT EXCEED 62" IN LENGTH (AS USED IN A 63" FLANGED WINDOW) OR BE USED IN TEE OR CROSS CONFIGURATIONS. 6) THE FRAME ASSEMBLY TUBE IS NOT REQUIRED TO BE CLIPPED TO THE SUBSTRATE. ALL EXTERIOR JOINTS TO BE SEALED BY INSTALLER. 7) FOR ALL COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10" MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW: Additional Anchors Required on each Side of the Frame Assembly Tube (FAT) F Window Anchor Type if Width A B,C&0 13 17"-22.9' 0 0 v 23" - 25.9' 0 1 26"i 1 1 [Horizontal FAT Window _ Anchor Type Height A B, C & D 17' - 22.9" 0 0 23'-25.9' 0 1 26'. 1 1 PRODUCT REVISED as complying wilh the Florida Building Code 1rj-C,,, ,nI 'I • 13 Acceptance No 7a. Expiration Date /rr'in 7 /0 IAD 10 CERT. OF AUTH. #29296 \,t�ti11i1/• �� O�{ LYNN A ''0i,� No. 58705 7 S ATE , t//, lUrr Iv't A. LYNN'411UIFV:P.E. P.E.# 58705 TABLE 2: Window Anchors Required Window Width (in) under 23" 25-15/16' 27-3/4' 30' 33-1/2' 35" 37' Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A B C&D A B C&D A B C&D A e C&D A B C&D A B C&D A B C&O fWindow Height (in) under 23' Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 25-15/16' Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 8, Jamb 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 Head/SIB 2 2 2 2 2 2 2 2 2_ 2 3 2 3 3 2 3 3 3 3 4 3 48, Jamb 4 4 4 4 8 4 4 6 4 4 6 4 4 6 4 4 6 4 6 8 4 Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 50 5/8' Jamb 4 6 4 4 8 4 4 6 4 4 8 4 6 6 4 6 6 4 6 6 4 Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 Jamb 6 6 4 6 6 4 6 8 4 6 8 4 8 8 4 8 8 4 8 8 4 Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 r 3 3 3 4 3 83, Jamb 8 6 6 6 8 6 8 8 8 6 8 6 8 8 6 6 8 6 6 8 6 Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 72" Jamb 8 8 6 6 8 6 8 8 6 8 10 8 8 10 8 8 10 6 8 10 6 Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 76' Jamb 6 8 6 8 8 6 8 10 8 8 10 6 8 10 6 8- 10 6 8 10 6 Head/Sill_ 2 2 2 2 2 2 2 2 2 2 3 2_ 2 3 2 3 3 3 3 3 3 sr Jamb 8 8 6 8 10 8 8 10 6 8 10 8 8 10 6 Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 TABLE 3: Group Anchor Substrate Min. Edge Distance Min. O.C. Distance Min. Embedment Anchor Plate Required? A 1/4" steel Ultracon Hollow Block 1" 6" 1-1/4" No #14, steel SMS (G5) or #14, 410 SS SMS S. Pine 5/6" 1" 1-3/8" No 6063-T5 Alum. 318" 5/8" .050" No A36 Steel 3/8' 5/8" .050" No A653 Stud, Gr. 33 3/8" 5/8" .035', 20 Ga. No B #12, steel SMS (G5) or #12, 410 SS SMS S. Pine 5/8" " 1" 1-3/8" _ No 6083-15 Alum. 3/8' 5/8" .050' No A36 Steel 318" 5/8" .050" No A653 Stud, Gr. 33 3/8" 5/8" .035', 20 Ga. No C 1/4" steel Ultracon 2.85k Concrete 2-1/2" " 4" 1-3/8" No 2.85k Concrete 1" 4" 1-3/4" No Hollow Block 2-1/2' 5" 1-1/4' No #12, steel SMS (G5) or #12, 410 SS SMS S. Pine 5/8" 1" 13/8' Yes 6063-T5 Alum. 3/8" 5/8" .0713" Yes A38 Steel 318' 5/8" .050" Yes A653 Stud, Gr, 33 3/8" 5/8" .045", 18 Ga. Yes - p #14, steel SMS (G5) or #14, 410 SS SMS S. Pine 5/8" 1" 1-3/8" Yes 6.063-T5 Alum. 3/8" 5/8" .0713" Yes A36 Steel 3/8" 5/8' .050" Yes A653 Stud, Gr. 3.3• 3/8' 5/8' .045", 18 Ga. Yes • • • • • • • •l Ultracon•• sNg 1/4" • • • • • • • • • • 2_,054 C.onsrele 1" 4" 1-3/4" Yes . 2y85� cbeirere. •• 2-1/2' 4" 1-318" Yes • MQ1I0431(Ick..+ 2-1l2' 5" 1-1/4' Yes * • Filled Block 2-1/2' 4' 1-3/4" Yes 1/4" 410 SS CreteF%%X 3.35k Concrete 1" 5" 13/4" No • 14o11•w BIdt •' 2-1/2" 5" 1-1/4" No • • 5/16"'steel 1itjadtln • • ; :3.51 Concr 1t ; 1-1/4' 5" 1-3/4" No ; : Holm gloeli.• •,3-1/8" 5" 1-1/4" No • Fi1%d Block 2-1/2" 5" 1-3/4" No NOTES: 1) ANCHOR MUS,T.EATEND 4KmgouNi OF+3 THREADS BEYOND ANY METAL SUBSTRATE. 2) ANCHORS MAY33E QEXHEAtl,•F'}1NIVAIIOR i . ATHEAD. = • , . • •• • Jamb Snubber Locations Glass Type: PVB (Types 1, 4 & 5) SG (Types 2, 3 & 6-9) 6 rn 63" and less F — None Required 12' max. from each end & 30" max O.C. orer63' 12" max. from each end & 30' max O.C. 12" max. from each end & 30' max O.C. "PVB"= BUTACITE)1(13 BY KURARAY AMERICA. INC. "SG"= SENTRYGLAS BY KURARAY AMERICA, INC. 1) USE THIS TABLE FOR ALL WINDOWS PER THE ELEVATIONS ON SHEET 1. DIMENSIONS SHOWN ARE WINDOW TIP -TO -TIP. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. EXAMPLE 1: FOR WINDOW COMBINATION SHOWN BELOW; 7/16" ANNEALED SG LAMI. GLASS, 1/4' MASONRY ANCHORS INTO CONCRETE, +70/- 80 PSF DP REQUIRED, NO ANCHOR PLATE CASEMENT ANCHORS: A) FROM TABLE 9, ANCHORS C & D ALLOW A DP OF +70/-90. B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. C) FROM TABLE 2, 6 ANCHORS ARE REQUIRED IN EACH JAMB. D) SIMILARLY, 2 ANCHORS ARE REQUIRED IN THE HEAD & SILL. E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. F) PER RULES ON SHEETS 2 & 3. 1NSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE SIDE OF THE AWNING (HEAD & SILL). FIXED CASEMENT ANCHORS ( SEE SEPERATE NOA): A) FROM TABLE 9, ANCHORS C & D ALLOW A DP OF +70/-83.1. B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. C) FROM TABLE 2B, 5 ANCHORS ARE REQUIRED IN EACH JAMB. D) SIMILARLY, 3 ANCHORS ARE REQUIRED IN THE HEAD & SILL. E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. F) PER RULES ON SHEET 2, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE SIDE OF THE FIXED CASEMENT (HEAD & SILL). 61" PRODUCT REVISED as complying with the Florida Building Code Acceptance No 1�'0 -pivot ion Dale By Miamade Product 19•13 t)a SAMPLE CONFIGURATIONS: X '\ IX\ O i O 0 X% it X`', X> X'\ 0 a LC) LC) t-" w > ,n a, N >-') o xti o. =0mvi - • > o Y 0 0 rz z 0 CERT. OF AUTH. #29296 \\\t1111 //i,/ \\ NY LYNN //i • � r 58705 T,t No. . _ ch5 1.41 A.rLt(i 4ML.1.01 PE. P.E.# 58705 9,14,11,16 - 10,SS,12 1/ BLE 5: Design Pressure (psi) for Single Windows, All Anchor Groups Window Width under 23' 25-15/16" 27-3/4' 30' 33-1/2' 35' 37' under 23' +70/-90 +70/90 +70/-90 - +70/90 +70/-90 +70/-90 +70/-90 25-15/16' +70/90 +70/90 +70/90 +70/-90 +70/90 +70/-90 +70/-90 38-3/8' +701-90 +70/90 )t+701-90. +70/-90 +70/-90 +70/90 +70/-90 48' +70/-90 +701-90 +70/-90 +70/-90 +70/90 +70/-90 +70/-91 50-5/8' +70i90 +70/-90 +70/90 +70/-90 +701-90 +70/-90 +70/-89.2 1 t 60" +701-90 +70/90 +70/-90 +701.86.5 +70/-80.6 +70/-77.7 +70/-74.3 63' +70/-90 +70/90 +70/-90 +70/-84.3 +70/-78.5 +70/-73.7 +70/-70.1 72' +70/-90 +701-87.2 +70/-77.7 +60/-71.5 +60/- 62.4 +601- 60.9 +/- 59.3 76' +70/-90 +70/-84.6 +701-75.7 +/-67.3 +l- 58.9 +1- 57.2 +1- 55.6 84' +70/-90 +70/-80.4 +701-71.3 +60/-62.1 +/- 54.2 • FOR GLASS TYPES: 1) 5/16" LAMI (1/8 AN - .090" PVB -1/8 AN) 4) 7/8" LAMI. IG: (1/8" AN - 7/16" AIR - 1/8" AN - .090" PVB - 1/8" AN) "PVB BUTACITE613VB BY KURARAY AMERICA, INC. WINDOW HEIGHT WINDOW WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. PRODUCT REVISED as complying with the Florida Building Code IS- o5I1.13 Acceptance No 51 iralion Date By - - - Mimni I a Product , irol 2016 Design Pressure (psi) for Windows Attached to a Vertical Frame Assembly Tube Window Width 1 I under 23' 25-15/16" 27-3/4" 30' 33.1I2" 35" 37" Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A B C D A B C&D B A,C&D B ;A,C&DD A B C&D B A,C&D 6 A,C&D under 23" +701-90 +70/-90 +70/-90 _ +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 25-15116" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70'-90 +70/-90 +701-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 38-3/8" +70/-90 +70/-71.6 +701-90 +70/-90 +70/-81 +701-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 i<-48; , +70/-73.1 +1-57.3 +70/-90 +70/-90 +/-64.8 +70/-90 +70/-90 +70/-90 +701-90 +70/-87.8 +70/40_ +70/-90 +70/-78.6 +70/-90 +70/-90 +70/-90 +70/-88.9 +70/-90 50-5/8" +/-69.3 +J-54.3 +701.90 +70/-90 +1.61.4 +70'-90 +70/-90 +70/-90 +70/-90 +701-83.2 +70/-90 +70/-90 +70/-74.6 +70/-90 +70/-89.2 +70/-90 +70/-84.3 +70/-89.2 60" +/-58.5 +1-45.8 +70/-84.7 +70/-90 +/-51.8 +70/-81.2 +701-90 +701-75.9 _ +70/-90 +701-70.2 _ +701-88.5 +70/-80.3 +/-629 +70/-80.6 +701-75.2 +70/-77.7 +70/-71.2 +70/-74.3 63" +/-55.7 +/43.6 +70/-80.7 +701.89.5 +/-49.3 +70/-77.3 +70/-90 +70'-72.3 +701-90 +1-66.9 +70/-84.3 +701-76.5 +I-59.9 +701-76.5 +70/-71.6 +70/-73.7 +/-67.8 +70/-70.1 r Design Pressure (psf) for Windows Attached to a Horizontal Frame Assembly Tube Window Width under 23' 25-16/16' 27-3/4' 30' 33-1/2' 35' 37' Anchor Group Anchor Group Anchor Group Anchor Group Ancho Group Anchor Group Anchor Group All All All All B A, C & D A B C & D A B C & 0 , X under 23" +701-90 +70/90 +70/-90 +70/-90 +70/432.1 +70/4)0 +70/-90 +70/-78.5 +70/90 +70/-90 +70/-74.3 +70/-90 25-15/18" +70/-90 +70/-90 +70/90 +70/-90 +70/-90 +70/-90 +701-88.8 +70/-90 +70/90 +70 -84 +70/90 +70/-90 38-3/8' +70/-90 +70/-90 +70/90 +70/-90 +701-90 +70/-90 +70/90 +70/-90 +70190 +70/-90 +70/-90 +70/90 48' +70/90 +70/90 79/-90. • •+)/-$u .:+)/-911 • +701-90 +70/-90 +70/-90 +70/-90 +70/90 +70/-90 +70/-90 505/8' +7(11-90 +70/90 • •► °1-90.: /IV43 : :t i-& • +70/90 +70/-90 +70/-90 +70/-90 +70199.2 +70/-89.2 +70/-89.2 60' +70/90 +70190 J18/-90.: I-71-8L.6. -76/598 +70/430.6 +70/-77.7 +701-77.7 +70/-77.7 +70/-74.3 +701-74.3 +70/-74.3 63' +70/90 +70/90 +70/-90 +70/.84.3 +70/-76.5 +70/-78.5 +70/-73.7 +70/-73.7 +70/-73.7 +70/-70.1 +70/-70.1 +70/-70.1 72' +70/90 +70/-87.2 +701.7777 + .0/ 71.§ . +6W-02.4 • +601.62.4 +60/-60.9 +80/-60.9 +60/-60.9 +/-59.3 +/-59.3 +/-59.3 76' +70/-90 +70/-84.6 ' 4410/-:5.7 :+l{7.3: +I- 111 i j+I58.9 +1-57.2 +/-57.2 +/-57.2 +1-55.6 +/-55.6 +/-55.6t 84" +70/-90 +70/-80.4 ei:JP 70/41.3 C60;82.; . +/%84.4 •-. •+/54.2 • NOTES: ..• • • • • ••• • • 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFK3URtAT1OIS.:.: : : : 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS: : • • • • • • • • •• • • • •• •• ... �� • • 000 . - WINDOW HEIGHT 10' MAX. 1 WINDOW WIDTH FRAME ASSEMBLY TUBE ADDITIONAL ANCHOR (4), IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. FRAME 10' MAX • ASSEMBLY TUBE WINDOW HEIGHT L WINDOW I, ADDITIONAL WIDTH ANCHOR (4), IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. N CO O CO 00 w b oj J w 0 Z Z 2 U Q a> O h z Q � r o2 O LL UD N b Z (n w 0 .N su >- N) N O tr)M 0 -' 0 Xr+- zL;0. =0mrn 0 O > Cl_ o O 0 Z Z 0 CERT. OF AUTH. #29296 \\� \\ON`1 IYNN ,"/ i L1ElY• •l<) �� A• i No. 58705 7- 73 :. ,..71ilr--4---- ----: =Tj`.- SfAkJ'-4i // 'OVAL v`\ �\�\ / ,� A. L41411 M1L1LeR, P.E. P.E,# 58705 19,23 ' FOR GLASS TYPES: LE 8: Design Pressure (psi) for Single Windows, All Anchor Groups Window Width under 23" 25-15/16" 5 27-3/4' 30' j 33.1/2' 35" 1 37" I Window Height under 23" +901-130 +90/-130 +90/-130 +90/-130 17";-901-130 +90-130 +90/-130 25-15118" +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 38-3/8" +90/-130 +90/-130 a+90/-130: +90/-130 +90/-130 +90/-130 +90/-130 48" *901-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 505/8" +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 60" +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 63" +901-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-129.8 72" +90/-130 +90/-130 +90/-130 +90/-130 +90/-129.1 +90/-122.5 +90/-113.8 76" +901-130 +901-130 +901-130 +90/-130 +90/-124.1 +901-116.7 +90/-107.8 84" +90/-130 +901-130 +90/-130 +90/-130 +90/-116.4 • WINDOW HEIGHT L WINDOW WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. 2) 7/16" LAMI (3/16 AN - .090" SG - 3/16 AN) "SG"= SENTRYGLA5119BY KURARAY AMERICA, INC. PRODUCT REVISED as complying with the Florida Buildingp1ance No 1code Acceptance l-1"13 • Ac !Expiration Date 13y Mi, ade ' oduct s tr Design Pressure (psf) for Windows Atlached to a Vertical Frame Assembly Tube Window Width under 23" 25-15/16" 27-3/4" 30" 33-1/2" 35" 37" Anchor Group Anchor Group Anchor Group Anchor Group Anchor Grow Anchor Group Anchor Group A B C D A B C&D B A,C&D A B C&D A B C&D B A,C&D A B C&D I38-3/8" g under 23" +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +701-90 +701-90 +701-90 +70/-90 +701-90 +701-90 +70/.90 +70/-90 +70/-90 +70/-90 25-15/16" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +7(Y-90 +70/-90 +701-90 +70/-90 +701-90 +70/-90 +70/-9) +70/-90 +70/-90 +70'-71.6 +70/-90 +70/-90 +70/-81 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 48" +70/-73.1 +/-57.3 +701-90 +70/-9D +/-64.8 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-87.8' +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-88.9 +70/-90 50-5/8" +/-69.3 +/-54.3 +701-90 +70/-90 +/-61.4 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-83.2 +70/-90 +70/-90 +701-90 +70/-90 +70/-89.2 +70/-90 +70/-90 +701-84.3 +70/-90 60" +1-58.5 +1-45.8 +70/-84.7 +701-93 +/-51.8 +701-81.2 +70/-90 +70/-75.9 +701-90 +70/-89.6 +70/-70.2 +70/-90 +70/-80.3 +701-78.6 +70/-90 +70/-75.2 +70/-90 +70/-90 +70/-71.2 +70/-90 63" +/-55.7 +/-43.6 +70/-80.7 +701-89.5 +1-49.3 +70/-77.3 +70/-90 +701-72.3 +70/-90 +70/-85.3 +►-66.9 +70/-90 +701-76.5 +70/-74.9 +701-90 +701-71.6 +70/-90 +70/-86.5 +/.67.8 +70/-90 Design Pressure (psi) for Windows Attached to a Horizontal Frame Assembly Tube Wlndar Wirth under 23" 25-15/16" 27-3/4" 30" 33-1/2" 35" 37" Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group All All All All B A,C&D A B C & D A B C&D ti f § under 23" +70/-90 +70/-90 +701-90 +70/-90 +70/-82.1 +70/-90 +70/-90 +70/-78.5 +70/-90 +701-90 +70/-74.3 +70/-90 25-15/16" +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-88.8 +70/-90 +70/-90 +70/-84 +70/-90 +701-90 38-3/6" +701-90 +70/-90 +701-90 +701-90 +701-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +7(Y-90 46" +70/-90 +701-90 ••10/-90:: +j0/,0 • : +"0/•90 +70/-90 +70f-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 . 50.5/8" +70/-90 +70/-90 •1,701-8Q, ; •:20440!_ i •40/-90. +701-90 +701-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 60" +70/-90 +70/-90 •1.7b/-90• : +701-98 • +10/ D +70/-90 +701-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 63" +701-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 72" +70/-90 +701-90 +7Q4 t701-90• +Mf�90.' • +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 76" +70/-90 +70/-90 ; .+70/.90 • .+7!)/-9(j • +Z(f/-9o:: +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 84" +701-90 +70/-90 ' t70/_90 • •• ;713/-9Q • +fic 90' 1- +70/-90 NOTES: ••• • • • • ••• 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFFUF 1TIOtsp. ; .. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS.. • • • • • • . •• •• • • ••• • • • • • • • • • • • •• •• • - 4 WINDOW HEIGHT 10' MAX. f WINDOW WIDTH FRAME ASSEMBLY TUBE ADDITIONAL ANCHOR (4), IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. FRAME 10" MAX -+H I ASSEMBLY TUBE T WINDOW HEIGHT L _I WINDOW �1 WIDTH ADDITIONAL ANCHOR (4), IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. CV O CO b O 4- W 0 0 CD a cn co a VW Co ets J O U O U- 0 W CD H °Z w it ' C NJ n pMN� 0 in ri O -J 0 X Z 1.1 O. 2 0 m V1 Wz o > a Y 0 0 0 z 0 \IItlttr///7 1.YtJN �`�•' \\CE.PiS£ 'r i 'r r CERT. OF AUTH. #29295 �I STATEO • PL" • A!UYtyt' I$LLEt, P.E. P.E.# 58705 No. 58 705 20 22 24 26 FOR GLASS TYPES: 11: Design Pressure (psi) for Single Windows, Ad Anchor Groups Window Width under 23' 25-15/16' 27-3/4' 30' 33-1/2' 35' 3T under 23' +90/-130 +901-130 +90/-130 +901-130 +90/-130 +90/-130 +901-130 ' 25-15/16' +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 38-3/8' +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +901-130 48' +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 60-5/8' +90/-130 +90/-130 +901-130 +901-130 +901-130 +90/-130 +90/-130 g60' +90/-130 +90/-130 +90/-130 +90/-130 +90/430 +90/-130 +901-130 3 63' +90/-130 +90/-130 +90/-130 +901-130 +901-130 +90/-130 +901-130 72' +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 76' +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 84' ` +90/-130 +901-130 +90/-130 +90/-130 +90/-130 • 3) 7/16" LAMI (3/16 HS - .090" SG - 3/16 HS) 7) 7/8" LAMI. IG: (3/16" AN - 1/4" AIR - 3/16" HS - .090" SG - 3/16" HS) 9) 7/8" LAMI. IG: (3/16" T - 1/4" AIR - 3/16" HS - .090" SG - 3/16" HS) "SG'= SENTRYGLA0BY KURARAY AMERICA, INC. WINDOW HEIGHT WINDOW WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. PRODUCT REVISED as complying with the Florida Hmlding Code 13 - tq, 13 Acceptance No Bxpiration Date By Mi ade Product Control Design Pressure (psi) for Windows Attached to a Vertical Frame Assembly Tube Window Width under 23" 2515116" 27-3/4" 30" 33112" 35" 37' Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Ancho Group Anchor Group A B C D A B C&D B A,C&D A B C&D A B C&D B ` A,C&D A B C&D r s48" E under 23" +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +701-90 +701-90 +70/.90 +70/-90 +70/-90 +70/-90 +701-90 +701.90 +70/-90 25-15/16" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701.90 +70/-90 +70/-90 +701-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +70'-90 +70/-90 +701-90 +70/-90 +701-90 +70/-90 38-3/8" +701-90 +70/-71.6 +70/-90 +70/-90 +70/-81 +701-90 +701-90 +70/-90 +70/-90 +70/-90 +70-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-73.1 +1-57.3 +701-90 +70/-90 +1-64.8 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/.87.8 +70/-90 +701-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +701-88.9 +70/-90 50.518" +1.69.3 +/ 54.3 +70/-90 +70/-90 +/-61.4 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-83.2 +70/-90 +70/-90 +701-90 +70/-90 +70/-89.2 +70/-90 +70/-90 +70r-84.3 +70/-90 60" +1-58.5 +/-45.8 +70/-84.7 +70/-90 +/51.8 +701-81.2 +701-90 +701-75.9 +70/-90 +70/-89.6 +70/-70.2 +701-90 +701-80.3 +70/-78.6 +70/-90 +701.75.2 +70/-90 +701-90 +701-71.2 +70/-90 63" +155.7 +1-43.6 +701-80.7 +70-89.5 +/-49.3 +70/-77.3 +70/-90 +701-72_3 +701-90 +701-85.3 +/-66.9 +70/-90 _ +70/-78.5 +70/-74.9 +70/-90 +70/-71.6 +70/-90 +70/-86.5 +/-67.8 +70/-90 13: Design Pressure (psi) for Windows Attached to a Horizontal Frame Assembly Tube Window Width under 23" 25-15/16" 27-3/4" 30' 33-1/2" 35" 37" Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group All All All All B A, C & D A B C& D A B C & D 1 g- 3 23" +701-90 +70/-90 +7W-90 +70r-90 +70/-82.1 +70/-90 +701-90 +70/-78.5 +70/-90 +70/-90 +70/-74.3 +70/-90 _under 25-15/16' +701-90 +7W-90 +701-90 +701-90 +70N90 +701-90 +70/-88.8 +701-90 +70/-90 +70/-84 +70/-90 +70/-90 38-3/8' +701-90 +701=90 +70 -90 +70/-90 +701-90 +7(1-90 *701-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 - 48" +7a-90 +7C1-88 •''-: : +7(W : •:704 +701-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 50-5/8" +70'-90 +701-90 • ;70/-19Q : •'q'10'A0: :. i70r-90 +70/-90 +70+-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 60" +70/-90 +701-90 •+• -90: - 4040 • - 70*-90 +70+-90 - +70-90 +70/-90 +70/-90 +70/-90 *70/-90 +70/-90 63" +70/-90 +7U-90 +70/-90 +70/-90 +701-90 +701-90 +701-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 72" +70 -90 +701-90 • +7 ' 0 s70+t• •44?6t90• • • +70+-90 +70r-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 78" +70/-90 +70r-90 ; :+7Gr.90 :+ -94 • +J6l-90; : +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 84' +701-90 +70+A0 _ .1;70;90 • ;7D'-9Q • +,1000 . +70'-90 NOTES: • • • • • • • • 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONPIVRIITIONII. • • • • • 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. • • • • • • : : • • • • •- ••• ••• • " -- �•• • • WINDOW HEIGHT 10" MAX I WINDOW WIDTH FRAME ASSEMBLY TUBE ADDITIONAL ANCHOR (4), IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. 10" MAX --•••••1 r- WINDOW HEIGHT L WINDOW I 1 WIDTH t� FRAME ASSEMBLY TUBE ADDITIONAL ANCHOR (4), IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. ceS J_ Q Z CERT. OF AUTH. #29296 // \G •\ENSF ..(4) ';(- . iC No. 56705 o ST TE FF �J :''C\ '•.. F10R10!)`.- C'�`� Alt M L�i,PE. P. 58705 13.Id FOR GLASS TYPES: • Design Pressure (pat) for Single Windowa, Ali Anchor Groups I l Window Width under 23' 25-15/16" 27-3/4' 30' 33.1/2" 35" 37' Wndow Haight I under 23' +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 25-15/16' +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 38-3/8' +70/-90 +701-90 +70/-90 +701-90 +70/-00 +70/-90 +70/-90 48' +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 50-5/8' +70/-90 +701-90 +701-90 +70/-90 +70/-90 +70/-90 +701-90 60' +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-88.6 +70/-84.6 63' +70/-90 +70/-90 +70/-90 +70/-90 +70/-87.2 +70/-84 +70/-79.9 72' +701-90 +7W-90 +70/-88.5 +70/-81.5 +60/-70 +80/439.4 +60/-67.6 76" +70/-90 +701-90 +70/-86.3 +70/-76.7 +601-67.2 +60/-85.2 +60/-63.3 84' +70/-90 +70/-90 +701-81.3 +60/-70 _ +60181.8 • 5) 7/8" LAMI. IG: (1/8" T - 7/16" AIR - 1/8" AN - ,090" PVB - 1/8" AN) "PVB"= BUTACITEq'VB BY KURARAY AMERICA, INC. 1 WINDOW HEIGHT WINDOW WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. 1 f1oLF ,.. Design Pressure (ps1) for Windows Attached to a Vertical Frame Assembly Tube - Window Width Iunder 23` 25-15/16' 27 3/4' 30' 33-1/2" 35" 37' Group Anchor Group Anchor Group Anchor Group Anchor Group Ancho Group Anchor Group Anchor A B C D A B C&D B A,C&D A B C&D A B C&D B A,C&D B A,C&D z I i under 23' +70/-90 +701-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-00 +70/-90 +70/-90 +70/-90 +70/-90 ' +70/-90 +70/-90 +70/-90 +70/-go +701-90 +70/-90 +70/-90 25-15/16" +70/-90 +70/-90 +70/40 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70r-90 +70/-90 +701.90 +70/-90 +70/-90 +70/-90 38-3/8" +70/-90 +70/-71.6 +70/-90 +70/-90 +70/-81 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 - +70/-90 48' +70/-73.1 +/-57.3 +70/-90 +70/-90 +/-64.8 +70/-90 +70/•90 +70/-90 +70/-90 +70/-90 +70/-87.8 +70/-90 +70/-90 +70/-78.6 +70/-90 +70/-90 +70/-90 +70/-88.9 +70/-90 50-5/8' +/-69.3 +/_54.3 +70/-90 +70/-90 +/-61.4 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-83.2 +701-90 +70/-90 +70/-74.6 +70/-90 +701-89.2 +70/-90 +70/-84.3 +70/-90 60' +1-58.5 +/.45.8 +70/-84.7 +70/-90 +/-51.8 +70/-81.2 +70/-90 +70/-75.9 +70/-90 +70/-89.6 +70/-70.2 +70/430 +70/-80.3 +/-62.9 +70/-90 +70/-75.2 +70/98.6 +70/-71.2 +70/-84.6 63" +/-55.7 +/•43.6 +701-80.7 +70/-89.5 +/-49.3 +70/-77.3 +701-90 +70/-72.3 +70/-90 +70/-85.3 +/-66.9 +70/-90 +70/-76.5 +/-59.9 +70/-87.2 +70/-71.8 _ +701-84 +/-67.8 +70/-79.9 Design Pressure (psi) for Windows Attached to a Horizontal Frame Assembly Tube Window Width under 23' 25-15/16" 27-3/4' 30" 33-1/2' 35" 37' Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group All AM All All B A, C & D A B C&D A 8 C & D 1 g60' under 23' +701-90 +70/-90 +70/-90 +70/-90 +70/-82.1 +70/-90 +70/-90 +70/-78.5 +701-90 +70/-90 +70/-74.3 +70/-90 25-15/16" +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-88.8 +70/-90 +70/-90 +70/-84 +70/-90 +70/-90 38-3/8' +70/40 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 48' +70/-90 +70/-90 • •701 ; 27Q/W : ++70/-uu +70/-90 +70/-90 +701-90 +701-90 +701-90 +701-90 +70/-90 50-5/8' +70/-90 +70/-90 • +70/-% +• 27Q(-95 i • if70h90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 ..17OF9d ' • *70/410 ' '176/890 +70/-90 +70/-88.6 +70/-88.6 +70/-88.6 +70/434.6 +70/-84.8 +70/434.6 63' +70/40 +70/-90 +70/-90 +70/-90 +70/-87.2 +70/-87.2 +701-84 +70/434 +70 -84 +70/-79.9 +70/-79.9 +701-79.9 72" +70/-90 +701-90 +7.01- 8.5 4.70/ J di9/-70• a +601-70 +601.69.4 +80 -69.4 +60/-89.4 +60/437.6 +80/-67.6 +60/-67.6 76' +70/-90 +70/-906 • : +74-86.3 : +20/-7Z1.7 .6e/-87•2 ; +80/-67.2 +60/-65.2 +601-65.2 +60/-65.2 +60/-63.3 +60/-63.3 +60/-63.3 84' +701-90 +701-00 •+70g-91.3 • +60/-ti +tQP-618, 4 +60/91.8 NOTES: ••• • • • • • • • • • 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGIiRATI NS:.: : 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. : • • • • • • •• •. ••• •• •• • • • WINDOW HEIGHT 10' MAX. 1 I WINDOW -`i WIDTH FRAME ASSEMBLY TUBE ADDITIONAL ANCHOR (4), IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. 10" MAX -•bd WINDOW HEIGHT L FRAME ASSEMBLY TUBE IMII PO --mot WINDOW F",_ WIDTH ADDITIONAL ANCHOR (4), IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. PRODUCTTZ as complying with theEVISED Florida 13uilding Code r,� O$1q.1 a Acceptance No! Expiration Date BY Miam sadeProduc(Contr • (V 00 CO 0 0 • o EC ID :Q 0 LL. 0 CO W • o)N )- ) LO o J r J 4. • X L. 0 : 0 • woo >x 0 z Z 0 CERT. OF AUTH. #29296 <''`;,1\.YNN nil( /fir, ` 6, GGNStz: •. I 140. 58705 C)1C Ltd O 17 '�`:. ,,°/i' ",? l (� N AL- CG `,.. �AJL'YI�ItJ M!t♦t i1 �.E. P.E.# 58705 FOR GLASS TYPES: ll Design Pressure (psi) Tor Single Windows, All Anchor Groups Window Width under 23' 25-15l18'27-314' 30' 33-1/2" 35' 37" 4 = g60" g under 23' +90/-130 ' +90/-130 +901-130 +90/-130 +90/--130 +90/-130 +90/-130 25-15/16' +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 383/8" +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 48" +90/-130 +90/-130 +90/-130 +901-130 +901-130 +90/-130 +901-130 505/8' +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 63" +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 72' +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-124.6 +90/-115.7 78" +90/-130 +90/-130 +90/-130 +90/-130 +90/-128.2 +90/-118.7 +901-109.6 84' +90/-130 +90/-130 +90/-130 +90/-130 +90/-118.4 • 6) 7/8" LAM!. IG: (3/16" AN - 1/4" AIR - 3/16" AN - .090" SG - 3/16" AN) 8) 7/8" LAMI. IG: (3/16" T -1/4" AIR - 3/16" AN - .090" SG - 3/16" AN) "SG"= SENTRYGLASWBY KURARAY AMERICA, INC. WINDOW HEIGHT WINDOW WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. PRODUCT REVISED he Florida ns complying Building Code %S b5 9.j3 Acceptance No iration Date i j $ By Miami i ade Product" Design Pressure (psf) for Windows Attached to a Vertical Frame Assembly Tube Window Width under 23" 25-15116" 27-314" 30" 33.1/2" 35" 37" Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A B C D A B C&D B A,C&D A B ,-- C & D A e C&D B A C&D A B C&D - r O1 I 2 under 23' +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 ' +70/-90 +70/-90 +70/-90 +701-90 +701-90 +70/-90 +70/-90 +701-90 +701-90 +701-90 +70/-90 25-15/16' +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +70/.90 +70/-90 +701-90 +7W-90 +70/-90 +701-90 +70/-90 +701-90 +701-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 38-3/8" +701-90 +70/-71.6 +70/-90 +70/-90 +701-81 +70/-90 +70/-90 +701-90 +701-90 +70/-90 +701-90 +70/-90 +701-90 +701-90 +70/-90 +70/-90 +701-90 +70/-90 +701.90 +70/-90 48" +70/-73.1 +/-57.3 +701-90 +70/-90 +/-64.8 +701-90 +70/-90 +70/-90 +701-90 +701-90 +701-87.8 +70/-90 +70'-90 +701-90 +701-90 +70/-90 +701-90 +701-90 +701-88.9 +701-90 50.5/8" +1-69.3 +/-54.3 +701-90 +70/-90 +1.61.4 +70/-90 +701-90 +701-90 +70%90 +70/-90 +70/-83.2 +701-90 +70/-90 +701-90 +70/-90 +701-89.2 +70/-90 ' +70/-90 +70/-84.3 +70/-90 60" +1-58.5 +1-45.8 +70/-84.7 +701-90 +1-51.8 +70/-81.2 +70/-90 +701-75.9 +701-90 +701-89.6 +70/-70.2 +70/-90 +70/-80.3 +70/-78.6 +70/-90 +701-75.2 +70/-90 +701-90 +70/-71.2 +70/-90 63" +/-55.7 +1-43.6 +70/-80.7 +70'-89.5 +/-49.3 +701-77.3 +701-90 +7a-72.3 +70/-90 +70/-85.3 +/-66.9 +70/-90 +70/-76.5 +70/-74.9 +70/-90 +701-71.6 +701-90 +701-86.5 +1-67.8 +701-90 • Design Pressure (pat) for Windows Attached to a Horizontal Frame Assembly llrbe Window Width under 23" 25-15/16" 27.3/4' 30' 33-1/2" 35" 37' Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group All All All All B A, C& D A B C& D A B C& D under 23' +70/-90 +70190 +70/-90 +70/-90 +70/-82.1 +70/-90 +70/-90 +701-78.6 +70/90 +70/-90 +70/-74.3 +70/-90 25-15/16" +70/-90 +70/-90 +70/-90 +70/90 +701-90 +70/-90 +70►438.8 +701-90 +70/-90 +70/-84 +70/-90 +70/-90 38-3/8" +70/-90 +70/-90 • +yOPA; : +.7461.9( • ~01-90 7 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +701-90 g 48" +70/-90 +70-90 • +7QJ O, v..0 •' +7114-90 +70f-90 +70/-90 +70/-90 +70/-90 +70%90 +70/-90 +70/-90 505/8' +70/-90 +70/-90 • ' +7OI90 I • +7ff190' • :70/-90 +70/-90 +70/90 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 60" +70/-90 +70/-90 +701-90 1 +70/-90 , +70/90 +70/-90 +70/90 +70/-90 +70/-90 +701-90 +70/90 +70/90 63" +701-90 +70/90• .#713/-90 +it /490 • •VW" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 72" +70/-90 +70/ :70/-90 • : +7q-90. . `+70;90. +70/-90 +70/-90 +70/-90 +70/90 +70190 +70/-90 +70190 76" +70/-90 +70/90" • -0710/-90 • • • +70340 ..170190 +70/-90 +70/-90 +70/-90 +70/.90 +70/-90 +70/-90 +70/-90 84" +70/-90 . +70/-90 +70/90 70/90 701-90 +70/-90 / NOTES: ••• • • • • ••• • • 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CCINFKIURATk»tes • • • •• • 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. • • • • • • i • • •• ... • • WINDOW HEIGHT T 10' MAX. I WINDOW �1 WIDTH FRAME ASSEMBLY TUBE ADDITIONAL ANCHOR (4), IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. FRAME 10' MAX -0-1 ASSEMBLY TUBE 1 WINDOW HEIGHT WINDOW WIDTH ADDITIONAL ANCHOR (4), IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. N_ 00 0 qo 0 en 0 "") ill 1I1. CERT. OF AUTH. #29296 ��` 111r1/ \�.\ >tON� t.YNN 4fi //,% �Q��t �ICENgC • <<F * No. 58705 y�• `71" Is - n ST•TEO- f1�: • < `s • • . °RIDP •• C\`� A. LYN UILL�R, P.E. P.E.8 58705 TABLE 20: Item Dwg. # I Description I Material 1 7002 Main Frame Head, Sill &Jamb 6063-T6 Alum, 2 7071 Anchor Plate 6063 T6 Alum. 3 7003 Sash Top, Bottom & Side Rail 6063 T6 Alum. 4 7008 Frame Corner Key Steel 5 7009 Sash Corner Key Steel 6 7078 Frame Gasket Vinyl Foam 7 7072 Sash Corner Gasket Vinyl Foam 8 7070 Bulb Weatherstrip .187" x .275" Flex PVC 70 10 7024 Maxim Multi -Point Lock Steel 11 7026 Lock Support Plate Steel 12 7014 Multi -Lock Keeper Steel 13 7013 Tie Bar Guide Nylon 14 7015 Tie Bar Assembly Steel or SS 15 7028 Maxim Dyad Operator, WW<=24" Steel 16 7027 Maxim Dual Arm Operator, WW>24" Steel 17 7030 Operator Gasket Vinyl Foam 18 7031 Operator Backing Plate Steel 19 7051 Operator Spacer Block Nylon 20 7032 Stud Bracket Steel 21 7033 Operator Track & Slider (Dual Arm) Steel 22 7023 Egress Hinge (Heavy Duty), Manuf. by Truth Steel 23 7050 Egress Hinge/Washable (HD), Manuf. by Truth Steel 24 Snubber, Anti -blowout Clip Steel 31 Dura Seal Spacer Steel 32 1713 Setting Block 5/32" x 3/16" x 1-1/4" EPDM 33 1714 Setting Block 5/32" x 7/16" x 1-1/4" EPDM 35 7036 Lami Bead B 6063-T6 Alum. 36 7042 Lami Bead C 6063-T6 Alum. 37 7059 Lami Bead D 6063 T6 Alum. 38 1224 Vinyl Bulb Wstp (Thick) Flex PVC 70 39 1225 Vinyl Bulb Wstp (Thin) Flex PVC 70 50 Dow 899 Silicon Badkbedding 60 7006 Screen Frame 3105-H14 Alum. 61 7040 Screen Corner Key Polypropolene 62 Screen Cloth Fiberglass 63 1635 Screen Spline EM. PVC 64 320 Screen Spring Stainless steel 70 134 Add -on Flange 6063 T6 Alum. 71 7004 Frame Assy Tube 6063 T6 Alum. 80 #8-32x 1/2" Ph. Pn. Mach. ScrTYPE B Stainless Steel 81 1157 #8x 1/2" Ph. Pn. SMS Stainless Steel 82 #8x 5/8" FI. Ph. SMS Stainless Steel 83 #8x 7/8" Fl. Ph. SMS Stainless Steel 84 #8 x 1" FI . Ph. TEK • • • • • • _ _ •Siainless Steel 85 •• #8 x 1" Quad Pn SMS • • • 'r Stainless Steel 86 #8 X 1-1/2" Quad Pn SNIT ••' '' • Sta nless Steel 87 #10 x 1/2" Ph. Pn./ TEK Stainless Steel 89 #10-24 x 9/16" Ph. Pri.'t)fPET• .11. "II' Vtlinles! Steel 90 #12 x 1" Ph. Pn. TEK ' •: : • ; : ' • Alintbs$ Steel •• • • ••• • • • • • • • • • • • • • •• •• • ••• • • • e • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• •u • • ASSEMBLY DETAILS ALL DETAILS SHOWN FROM THE INTERIOR S REQUIRED PER TABLE 3, SHEET 4 2 FRAME CORNERS SASH CORNERS INTERIOR 0, 01111ttlll� �\\ . ,/ l_YNN AJ //,ii rENsI' F� 1,10. 58705 %_ram STATE /'r/;l oNA1-- °��• A. LYNN MILLER, P.E. P.E.# 58705 If FRAME HEAD, SILL & JAMB #7002, 6063-T6 rol- l-11 1.356° �� .441" .095" ANCHOR PLATE #7071, 6063-T6 .050" — - 1.7217 .865" BEAD B #7036, 6063-T6 .870" .050" BEAD D #7059, 6063-T6 .569" Revised By: Dote: SASH TOP, BOTTOM & SIDE #7003, 6063-T6 .040" .423" —owl .523" .050" i 1.000" FIXED SCREEN FRAME #7006, 6063-T6 .865" BEAD C #7042, 6063-T6 Revision B: .125" .093" 1.124" 1-.0- J 2.701" .093" FRAME ASSEMBLY TUBE #7004, 6063-T6 re-- 2.203" .093" ADDON FLANGE #134, 6063-T6 1070 TECHNOLOGY DRIVE N. VENICE. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Revised By: Dote: LM 5/15/15 Description: BOM AND CORNER VIEWS Revision A: NO CHANGE THIS SHEET PRODUCT REVISED as complying with the Florida Building Code ($�OJ�1�" Acceptance No B ,'ration Date By Miomade Product" LIS Drown By: J ROSOWSKI Title: CASEMENT WINDOW DETAILS - LM & SM Dote: 08/08/12 CERT. OF AUTH. #29296 Series/Model: Scale: Sheet: Drawing No. CA-740 NTS 10 OF 10 MD-CA740-LM Rev: A