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WS-14-2676Inspection Worksheet Miami Shores Village. 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-224781 Permit Number: WS -12-14-2676 Scheduled Inspection Date: January 21, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: VILLARREAL, LEANA Work Classification: Window/Door Replacement Job Address: 163 NW 101 Street Miami Shores, FL 33150-1213 Phone Number (786)553-1534 Parcel Number 1131010230150 Project: <NONE -s Contractor: COCONUT GROVE GLASS AND MIRROR CORP. Phone: 305-634-3420 comments REPLACE EXISTING 10 WINDOWS WITH IMPACT INSPECTOR COMMENTS False January 20. 2015 For Inspections please call: (305)762-4949 Pane 12 of 37 Inspector Comments Passed Failed Correction Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. January 20. 2015 For Inspections please call: (305)762-4949 Pane 12 of 37 AIMONIMP ,� 2- b • December1 Village of Miami Shores Building and Zoning Department 10060 NE 2nd Avenue Miami Shores, Florida Attn: Building Official Re: Special inspection Project: Residence 163 NW 101 Street Miami Shores, Florida 33138 Dear Sir; Edward a ��__�6 -R 4 This letter is to advise that we approve the use of 2"x 2 W PT wood bucks attached to the concrete masonry opening with W tapcons with 1 %" embedment into the masonry opening. The tapcons were spaced at 3" from the ends and at 12" on center. All work was in compliance with the approved plans as well as the Florida Building Code. Please call if we can provide any additional information. Very truly yours and A. Lande , P. E. President 7850NW 146TH ST l:EL 3t. t FE :5119 "' 111ANII L ? KES H-33016 `, PHN. -1I'30;)823-393,S x FAX: (305)8-13-9355 �Lvl� Miami Shores Village i Building Department DEC 09 2014 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 10 -- BUILDING Master Permit No.ui s ) y— 26 T� PERMIT APPLICATION ILDING ❑ ELECTRIC [—] ROOFING ❑ REVISION ❑PLUMBING ❑ MECHANICAL F-] PUBLIC WORKS ❑ CHANGE OF JOB ADDRESS: Sub Permit No. CONTRACTOR ❑ EXTENSION [—]RENEWAL CANCELLATION ❑ SHOP DRAWINGS City: Miami Shores County: Miami Dade Zip: 33 1 -c) 0 Folio/Parcel#:11- 3101 — 023 f 01 5 0 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): L O N& V `' ` a r r ov' Phone#: " 15 " { - D c -S-i-33 Address: ir,�Q�J n City: I � t � m( s ylo y -`G S State: f l-- Zip:r�1 y .Tenant/Lessee Name: , _ Phone#: Email: V C o I r 1 0&t -n-Lt CONTRACTOR: Company Name: C DC01 U- & C W hI Mr CO • Phone#: Address: J�D �0 0 N w 4` � V r 1 Ut— City: IV 11 IA I V I i Qualifier Name: Vi I I I i Q State Certification or Registration #: DESIGNER: Architect/ngineer Add T L f --7—u a Value of Work for this Permit: $ 1 S S ` 0 0 Type of Work: ❑ Additionr' E] Alteration Description of Work: RW R l Zip:�2 /1 Phone#:305 -y5� J`�[ 0 Certificate of Competency #: I -:F—to—j- y� rylft Phone#:JOS ` 0GG232 - 5 g 3 s City: I I 1� M 1 State: F L Zip: 'J d Square/Linear Footage of Work: 20 ❑ New [epair/Replace I ❑ Demolition W1Voms voo n�N Specify color of color thru tile: Submittal Fee $� Permit Fee $ CCF $CO/CC $ eScanningFee$ Radon Fee $ DBPR $ 'z5fnt Notary $ Technology Fee $ Training/Education Fee $ � -.� Double Fee $ r Structural Reviews $ Bond $ V TOTAL FEE NOW DUE $ ' (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address Zip - 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." 1 Notice to Applicant: As a condition to the issuance of a building permit with an estimated value promise in good faith that a copy of the notice of commencement and construction lien law brc whose property is subject to attachment. Also, a certified copy of the recorded notice of comme for the first inspect'. which occurs seven (7) days after the building permit is issued. In t inspection will n be a pro d and a reinspection fee will be charged. Y Signature - �+r1kL% Signature OWNER or AGENT The foregoing instrument was acknowledged before me this day of o u oo tr , 20 1 q- , by aha V I bw a I , who is personally known to me or who has produced as -xceeding $2500, the applicant must hure will be delivered to the person "ent must be posted at the job site absence of such posted notice, to NTRACTOR The foregoing instrument was acknowledged before me this day of 0 0-b U W , 20 14- by WOOM WM-- 7"A24 who is personally known to me or who has produced identification and who did take an oath. identification and who did take an oath. as NOTARY PUBLIC: NOTARY P BLIC: Sign: �J _ Sign: p V�� (�/� '_ Print: U► V lk-e 0 I r/� r `I � 1 Print: I V �� l' 1 C� J a ( G1 S Seal: AMANDAGISELLESARDINAS Seal: ate, two, MY COMMISSION # FF009962" AMANDA GISELLE SARDINAS EXPIRES: April 21, 2019 M C.OMMISSIO1. 0 FF009962 p,X'P1RI.5 April 2 i, 201 i @F APPROVED BY�6 Plans Examiner Zoning • Structural Review Clerk (Revised02/24/2014) uz { certi(Ged,und the of !P . t0 of c4co flit Grove Gkm & Mkm 3660 tM 418treeR M wK FL 33442-4224 I r • • ••• • • • ••• • • • • • • • • • • • • •• • • • • • • 000 • • • • 00* MecaWind Std v2 .2 .5 , 0.:pv:p.SCE• -7.:10 Developed by MEGA Enterprises, Inc. Copy:ight••wtti.Ve:a?atwerprises.coro Date 12/4/2014 Project No. RO197 •• ••• • Company Name : COCONUT GROVE GLASS & MIRROR Designed By EDWARD LANDERS Address 3660 N.W. 41 STREET Description IMPACT WINDOWS City MIAMI Customer NarVo? 6'"E��••A,,NA@VILCARRHMw •• State FL. Proj Location• : •L4•s , 0: Jr., RIAMI SHORE File Location: C:\Users\Ed-ard+i\AppData\Roaming\MecaWind\Defa:lLO. w4d• • •• • • •• • • • • • ••• •• Input Parameters: Envelope Procedure per ASCE 7-10 Chapter 28 Part 1 Basic Wind Speed(V) = 175.00 mph Structural Category = II Exposure Category = D Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Alpha = 11.50 Zg = 700.00 ft At = 0.09 Bt = 1.07 Am = 0.11 Bin = 0.80 Cc = 0.15 1 = 650.00 ft Epsilon = 0.13 Zmin = 7.00 ft Slope of Roof = 1.945946 : 12 Slope of Roof(Theta) = 9.21 Deg Ht: Mean Roof Ht = 10.50 ft Type of Roof = HIPPED RHt: Ridge Ht = 12.00 ft Eht: Eave Height = 9.00 ft OH: Roof Overhang at Eave= 1.00 ft Overhead Type = OH w/ soffit Bldg Length Along Ridge = 55.00 ft Bldg Width Across Ridge= 35.00 ft Length of Hipped Ridge = 10.00 ft Roof Slope on Hip End = 7.28 Deg Gust Factor Calculations Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>l Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 7.00 ft lzm: Cc*(33/Zm)^0.167 = 0.19 Lzm: 1*(Zm/33)^Epsilon = 535.47 ft Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.94 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.90 Gust. Factor Summary Not a Flexible Structure use the Lessor of Gust1 or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCp! GCPi : Internal Pressure Coefficient = +/-0.18 Wind Pressure on Components and Cladding (Ch 30 Part 1) a� 2r-------- 2 Roof k P } not y k 12 k "�... gjy31 k l ♦ � i WAS Hie Roof 7--- 8 <= 27 All pressures shown are based upon ASD Design, with a Load Factor of .6 Width of Pressure Coefficient Zone "a" _ = 3.50 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft^2 GCp GCp psf psf ------------------------------------------------------------------------------- MKS. 'D,F,G' 2.00 5.00 10.0 4 0.90 -1.10 44.49 -52.73 •• •• . . w •• •• F, G' 2.00 5.00 10.0 5 0.90 -1.40 44.49 -65.08 MKS. MKS B,C,E BCE' 3.08 4.31 13.3 • - • 5 40.88 •1.36• i 63.60 - f • X61:28 �, • MARK 'H' 4.75 3. 16.0 4 .8;• 1.06• • 3.!' 51924 ••• MARK 'H' 4 75 3.38 16.0 5 0'018.0-1.33 • 43.11 -6210 � MARK 'I' 6.43 4.38 28.1 4 0.83 -1.02 41.55 -49.46 MARK '1' 6.43 4.38 28.1 5 0.83 -1.24 41.55 -58.55 MARK 'A' 6.00 5.25 31.5 4 0.�j ,1.*O1 • 41.23 -49.10 MARK 'A' 6.00 5.25 31.5 5 0-. 2 iii 2. i 1: §0. •• i Khcc:Comp. & Clad. Table 6-3 Case 1••• x••1.403• • • Qhcc:.00256*V^2*Khcc*Kht*Kd = 41.•19•ps•P • •• MID1piDE MIAMI--DADE COUNTY, FLORIDA M# 11 PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26'" Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)3152599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/l)era/ PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction. materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA -Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Hi3-710" Aluminum Horizontal Sliding Window - I,iAL4 � • • •:. • 0000.. APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal IZCKer kinda►w; Imepaet", . • sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "E" dated I01rN2011, prepared b)4 ..... PGT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn MilroV, *P. E., bearing the 0 0 0 0 00 Miami -Dade County Product Control Revision stamp with the Notice of Ajg�Q*00tftnce C M ar and • 0000 Expiration date by the Miami -Dade County Product Control Section. 000000 .: 0 0 0••0 0000. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. • • • • • • • 0 LABELING: Each unit shall bear a permanent label with the manufacturer`s game*Qr logo, ciV, state, 0000.. model/ series and following statement: "Miami -Dade County Product Control Ap.proved" unl0ge etlterwis; noted herein. ..' 0• • • • • • 0000 . . RENEWAL of this NOA shall be considered after a renewal application has been filed and tti8fehas 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. I INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 114630.02 and consists of this page 1, evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MIAMtpADECOUNTYNOA No. I1-1114.04 l • • • r , 2 IT/ Expiration Date: December 21, 2016 Approval Date: February 16, 2012 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under IVOA's No.'s 07-081S. 09 and 06-0405.06) 2. Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "E" dated 10/17/2011, prepared by PGT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. -FT"330, dated 07/18/2007, signed and sealed by Carlos S. Rionda P. E. (Submitted under NOA No. 07-081 S.09) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per.FDC TAY2M-94 ...... 3) Water Resistance Test, per FBC, TAS 202-14 ' : • . • . • • 4) Large Missile Impact Test per FBC, TAS M Ne l :..... 5} Cyclic Wind Pressure Loading per FBC, TAS a03-94 .... 6) Forced Entry Test, Type "C" sliding window; Cfrade lb,• • •' ..... per FBC 24113.2. 1, TAS 202-94 and per ASV F 842 04. Along with marked -up drawings and installation diagr4..Qj XOx aluminum horizontal sliding window, prepared by Fenestration Testing I•alorator�, Inc., T@$t„: Report No. FTL-4858, dated 03/08/2006, signed and Majed by* Mmundo Largaespada, P. E. • (Submitted under NOA No. 06-0405.06) • 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "C" sliding window, Grade 10, per FBC 2411 3.2.1, TAS 202-94 and -per ASTM F 842-04 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL--4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 06-0405.06) Jaime D. Casco , P. E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 E-1 PGT Industries, Inc. C. CALCULATIONIS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by PGT Industries, Inc., dated 14/26106, signed and sealed by Robert L. Clark, P. E. (Submitted under previous NOA No. 07-0815.09) 2. Complies with ASTM E1300-98/ 04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "'DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on .12/11/16. 2. Notice of Acceptance No. 08-0206.01 issued to Solutia Inc. for their "Saflex HP Glass Interlayer" dated 04/17/2008, expiring on 04/17/2013. F. STATEMENTS • • •. . • 1. Statement letter of conformance and compliance with the FSM 2007 (;viii -tte 2004::- supplement) and FBC-2010, dated 10/25/11, signed and `jreF by Anthony Lynn..: Miller, P. E. 2. Statement letter of no financial interest and independence, dates •1:0/25/] 1= 4ped and.. • sealed by Anthony Lynn Miller; P. E. " " • • • • • • • •; • 3. Letter of Adoption of as his Own, the Work of anoth jr * Kineer p�r Section % 61G15-27.001 of the F,B.P.E., dated 10/07!11 signed and seated by Ani#rony LXnn 000 . ..... Miller, P. E. • • . . • • • • . . 4. Statement letter of no financial interest, conformance and compliance With the FBC- 2007, dated 06/29/2011, signed and sealed by Robert L. Clark, P. E. (Submitted under previous NOA No. 11-0630.02) 5. Laboratory compliance letter for Test Report No. FTL--5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and seated by Carlos S. Rionda, P.E. (Submitted under previous NOA No. 07-0815.09) 1 Jaime D. Gascon, P. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 6. Laboratory compliance letter for Test Reports No.'s FT"858 and YFL A859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 06-0405.06) G. OTHERS 1. Notice of Acceptance No. I1-0630.02, issued to PGT Industries, Inc. for their Series "HR -710 Aluminum Horizontal Roller Window - L.M.I.", approved on 08/18/2011 and expiring on 12/21/2016. . ...... .. . . .... ...... .... :. .... ...... ...... • 00 0 .... Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 - Approval Date: February 16, 2012 E-3 MIAMI DADS MIAMI -DADS COUNTY HEMENnEu PRODUCT CONTROL SECTION DEPARTbIENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SN 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315.2599 NOTICE OF ACCEPTANCE (NOA) :�. f mlamidad&gov/economy PGT Industries 1070 Technology Drive North Venice, FL 34275 i SCOPE: This NOA is being issued under the applicable rules and regulations governg the use of construction materials. The documentation submitted has been reviewed and accepted by 11rf ami -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 p oduct or material fails to perform in the accepted manner, the manufacturer will incur the expense of suet 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 -Dad County Product Control Section that this product or material fails to meet the requirements of the applicabli 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, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami—Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami—Dade County Product Controll Section. MMSSILE IMPACT RATING: Large and Small Missile Impact Resistant. i LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, modellseries, and following statement: "Miami -Dade County Product Control Approved", unless othet-%vise noted herein. RENEWAL of this NOA shall be considered after a renewal application has beefiled and there has been no change in the applicable building code negatively affecting the performance of � is 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 thi$ NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by .the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available fof irk gection aothe 'ob site at the request of the Building Official. This NOA consists of this page 1 gnd evil eagg p;gg �1: al well as approval document mentioned above. The submitted documentation wasTovietdedbp lVa3it".Verq, P.E. ... ... .. . .... •NOA No. 12-1218.09 MfAM1 DADjE CauNTY t • • • Expiration Date: April 11, 2018 } Approval Date: April 11, 2013 • • • • • • Pagel . .. .. . . . .. . . t PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-CA740-LM, titled "Casement Window etails -- LM & SM", sheets 1 through 10 of 10, dated 08/08/12, signed and sealed 4 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 202-9� 4) Large Missile Impact Test per FBC, TAS 20 -94 5) Cyclic Wind Pressure Loading per FBC, TA 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TA 202-94 along with marked -up drawings and installation diagram of a se ies CA740 outswing aluminum casement window, prepared by Fenestration Testingaboratory, Inc. Test Report No. FTL-7065, dated 10/05/12, signed and sealed by M4rlin D. Brinson, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 12/07/12, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 D. QU .CITY 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., like. for their `DuPont Butacite© PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlasg Interlayer" dated 08/25/11, expiring on 01114/17. F. STATEMENTS 1. Statement letter of conformance, complying Nvith FBC 2010, dated December 10, 2012, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated December 10, 2012, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 12--1499 issued by Product Control, dated July 31, 2012, signed by Manuel Perez P.E. G. OTHER 1. None. '• *•• •• • • • f• Manuel er • •. • • • "' 046 Product Control Ex m' r :00 • f NOA No. 12- .09 0 %. • • • • • f ' • r 0' Expiration Date: April 11, 2018 Approval Date: April 11, 2013 ••• • • • ••• • • MIAM1, E MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 S.W. 26h Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590, F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.mlamidade.Qoy/oera/ PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County PERA— Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section (In Miami—Dade County) and/or the AHJ (in areas other than Miami—Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SII 700" Aluminum Single Hung Window -L.M.L APPROVAL DQCUMENT: Drawing No. 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11 I dated 09/01/2005, with revision "D" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LIMITATIONS:1 Miami—Dade County Product Control Approved Shutters Or Protection Devises shall be required for Glazing Option "M" at installations above 30 Ft. above ground (See sheet 1 of 11). LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami—Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of t4is NOA shall be considered after a renewal application has been filed and there has been no change in the t pplicable 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 jales, 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. ....... . .. 00 INSPECTION: A copy of this entire NOA shag•be pito hided:tq $,e; usgr by the manufacturer or its distributors and shall be available for inspection at thpJbb sije at she 1dg4e.* q£the Building Official. This NOA revises NOA No. 114405.10 and consists of this page 1, evidence pages E—1, E-2 and E-3, as well as approval document mentioned above. 000 00 The submitted documentation was reviewed by JBDGasg,a. •• •• • • • NOA No. 11-1013.14 �LMM1AMbt3A0r: COUNTY • • • • • • I L I IS,Gcsll Expiration Date: March 26, 2016 y 1t� 0 • • . . . • 000 Apprpval Date: November 03, 2011 . . . . . . . Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040-20, titled "Alum. Single Bung Window, Impact", sheets 1 through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2. 1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL.-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07-4322.06) 2. 'Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 20194 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test ;Reports No.'s FTL-4958 and FTL--5063, dated 10/03and 11/21/06, both signed and .sealed by Edmundo Largaespada, P. E. ,(Submitted under previous NOA No.07-0322.116) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 .along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test ;Report No. FTL-4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07-4322.06) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4649 and Fl"7.23, dated LO/D5 and 08/11/05, both signed and sealed by Edmundo Largaespadk P. E.* ; • ; ; (Submitted under previous NO4.Niq. 45-U18.*J• vqdA,Yzl� Ja me D. Gaseo , P. E. "2'ro�uct Control Section Supervisor ... .. . . . . •o .• • • • • NOA No. 11-1013.14 . .. . . 090 *so . . • Expiration Date: March 26, 2016 Approval Date: November 03, 2011 o . . . . . . . . . . 0.: . .. .. . . . .. . ... . . . ... .. PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 3) Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2. 1, TAS 202-94 along with marked—up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4947 and FTL-4650, dated 08/11/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05-1018. 01) 4) Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-r94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203--94 along with marked --up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4948 and FTL-4646, dated 08/10/05, both signed and sealed by Fdmundo Largaespada, P. E. ($1 ubmitted under previous NOA No. OS -1018. 01) C. CALCULATIONS y L Anchor verification calculations and structural analysis, complying with FBC 2007, dated 01/11/2011, prepared, signed and sealed by Robert L. Clark, P. E. Complies with ASTM U130044 (Submitted under previous NOA No11-0128.03) D. QUALI'F'Y ASSURANCE 1. Miami—Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butaclte@ PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05/2011, expiring on 05/21/2016. .• ••• • . . • • .. ....... _ • .• . • • • ••• _ •• ••• •• • • • Jaime D. Gasco i, P. E. •�•; •.•• •'••ProdgetControl Section Supervisor •; , ; ,•. 0 0NOA No. 11-1013.14 •. '.'Exp?ration Date: Marcia 26, 2016 Approval Date: November 03, 2011 E-2 ... . . • . ... . . . . . . . . . . . . • •• •• • • • •• •• ••• • • • ••• • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and compliances with the FBC-2007 and FBC-2010, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independency, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 3. Laboratory compliance letter for Test Reports No.'s FTL-4957, FTL-4958, FTL-5063, FTL-4645, FTL-4649, FTL--4723, FTL-4947, FTL-4650, FTL--4948 and FTL--4646, issued by Fenestration Testing Laboratory, dated 10/03/06 through 08/ 10105, all signed and sealed by Edmiindo Largaespada, P. E. (Submitted under previous NOA No. 07-0322.06 and 05-1018. 01) G. OTHERS 1. Notice of Acceptance No. 11-0405.10, issued to PGT Industries for their Series "SII 700 Aluminum Single Hung Window -- L.M.I.", approved on 04/21/2011 and expiring on 03/23/2016. Jaime D. Gase n, P. E. • 0:0 y • • P?jdd0'Coutrol Section Supervisor ;'; ;'• ; NOA No. 11-1013.14 :' ' '.' • •' '.b'xplation Date: March 26, 2016 •' Approval Date: November 03, 2011 E-3 0 00• . . • MIAMI- ADE MIAMI—DADECOUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) 1YSYN'•niami�fade.gorlece+nnmv 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—lade County) reserve the right to have this product or material tested for quality assurance purposes. If thi product or material fails to perform in the accepted manner, the manufacturer will incur the expense of"suc k testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material wi in 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: Serles "PW- 701/ 7201820" Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. MD -720420, titled "Series Fixed WindoNv Installation Guidelines", sheets 0I through 10 of 10, dated 07/14/03 with the latest revision dated 07/01/13, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami—pade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami— Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami—Dade County Product Control Approved", unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been filod 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 beep a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NCAA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for tttsptbiioit * tie job sjtejn4the request of the Building Official. This NOA revises and renews NO) No..I1-.211015 414 C69sists of this page 1 and evidence pages E-1 and E-2, as well as approval documen mere;ion:A above; The submitted documentation was reviewed by Jaime D. Gascon, P. E. . ... .. . ...... ... . . . . .. .. . . MIAMI•DADE COCOUNT-Y • . . • . . . . • • • . . • • • • . . ... . .. . . . .. . . . . . . . . . % . . . ..... . . NOA No. 13-0502.03 Expiration Date: February 19, 2019 Approval Date: July18, 2013 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD -720-820, titled "Series Fixed Window Installation Cruidelines", sheets 01 through 10 of 10, dated 07/14/03 with the latest rev�sion dated 07/01/13, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading p 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, TABS. 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 alum"num fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P. E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202- 4 4) Large Missile Impact Test per FBC, TAS 20,1-94 5) Cyclic Wind Pressure Loading per FBC, TAP 203-94 along with marked -up drawings and installation diagram of alu ninum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-3835 and FTL-3850, dated`07/18 and 31/03, all signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 03-1105.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by manufacture, dated 04/29/13, signed and sealed by Anthony L. Miller, P. E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). • • • • • • • • • • • • 6:0 • • ..... Jaime A Gaseo , P. E. ' Product Control Section Supervisor 0 0 ' '0 NOA No. 13-0502.03 Expiration Date: February 19, 2019 Approval Date: July18, 2013 . . . . . . .. .. . . . . . . . . .. .. PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.Z. DuPont DeNemours & Co., Inc. for their "DuPont Butacitea PVB Interlayer" dated 04/11/131, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas© Interlayer" dated 08/25/11, expiring on 01/14/17. 3. TREMCO Part No. TR -14271E EPDM exterior glazing gasket] complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers with Option II exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubbet and. Thermoplastic Elastomers—Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property --Compassion Set for 22 HRS 158°F, d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/ in. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 2010, issued by manufacture, dated 04/29/13, signed and sealed by Anthony Lynn Miller, P. 2. Statement letter of no financial interest, issued by manufachue,! dated 04/29/13, signed and sealed by Anthony Lynn Miller, P.E. 3. Laboratory compliance letter for Test Report No. FTL-7212, idated 03/21/13, signed and sealed by Marlin D. Brinson, P. E. 4. Proposal issued by Product Control, dated 07/26/12, signed by Jaime D. Gascon, P. E. S. Laboratory compliance letter for Test Reports No.'s FTL-383$ and FTL-3850; dated 07/18 and 31/03, all signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 03-1105.01) G. OTHERS 1. Notice of Acceptance No. 11-1110.15, issued to PGT Industries for their Series "PW - 701 Aluminum Fixed Window -- L.M.I." approved on 02/02/12 and expiring on. 02/19/1.4. Jaime D. Gascon, P: . • Product Control Section Supervisor • NOA No.13--0502.03 Expiration Date: February 19, 2019 Approval Date: July18, 2013 . ......... .. • ••• •• Y ••• •f . . :0 0 fee fee 00 ••• • • • Y T1ii3i ••• 0 . .• 000 0 0 Jaime D. Gascon, P: . • Product Control Section Supervisor • NOA No.13--0502.03 Expiration Date: February 19, 2019 Approval Date: July18, 2013 t IMIAh11•C>►�4D>� � MIAMI -DADS COUNTY PRODUCT CONTROL SECTT^N DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Roc A AFFAIRS (PERA) Miami, Florida 33175 14 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315 99 NOTICE OF ACCEPTANCE (NOA.�vw.mla,nlaads.govr e�ral 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 documentatiot ..submitted has been reviewed and accepted by Miami -Dade County PERA - Product Contrgl Section to be"used in Miami Dade County and other areas where allowed by the Authority Having Jurisdi0tion (AHJ). This NOA shaO 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 theiaccepted manner, the manufacturer will incur the -expense of such testing and the AHJ may immediately. revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County. Product Control Section that thio 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, includin the High Velocity Hurricane Zone. DESCRWTIQN: Series "PGT" Clipped Extruded Aluminum Tube Mullion - L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1 through 22 of 22, prepared by manufacturer, dated 08/29/11, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT ]RATING: Large and Small Missile Impact Resistant LABELING: F-ach 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 irt.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 witWany 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, thenit 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 jab sitg`nt thexeau;stef toe 13uitding Official. This NOA revises NOA # 10-0819.05 and consists of this pate l alai eai�e&cll Ira& & 1, as well as approval document mentioned above. 0 The submitted documentation was reviewed by Manuel Perez, P.E. V1 . .9-0-01 APPROVED • • ' NPA No. 11-092-2.01 Expiri#tionbate: May 26, 2016 - Approval Date: December OS, 2011 . .. .. . . . .. . . PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets. l through 22 of 22, prepared by manufacturer, dated 08/29/11, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 .2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile'Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 4long 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 05/05111, all signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA #10-©819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007 end FBC-2010, prepared by manufacturer, dated 09/20/11, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 4 1. . Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance with the FBC-2007 and FBC-2010, and no financial interest, dated June 06, 2011, signed and sealed by Anthony Lynn Miller, P.E. 2. �roposai # 10-1070-R issued by BNC to PGT Industries, dated 01/07/11, signed by Ishaq 1. Chanda, Product Control Examiner. G. OTHER 1. Notice of Acceptance No. 10-0819.05, issiJto*P,Go%inVoi$t�ie$, for their PGT Series Aluminum Clipped Mullion — L.M.I., approved oi 45126/]:1 'aril ' ing on 05/26/16. .. . • M • 4 o 0., �. ,,.. ..114 ue Perez, P.E. • "' Prv$uc��nto.l Examiner .... 1�11-0922.01 Expiration Date: May 26, 2016 7� Approval Date: December 08, 2011 . . . . . . . . . . .. . . .. .. . . . .. .. .. . . .. . . ED Z Z w q a I+7 O m� ID O In Q w mI to 3 O 0 Z .13 72 3/4 MASONRY OPENING 72 WINDOW WIDTH 3/8 Oq ELEVATION 1 -REQUIRED LIVING ROOM 37 3/4 MASONRY OPEN'i 37 WINDOW WIDTH �g ELEVATION 1 -REQUIRED BEDROOM #1 PGT INDUSTRIES SERIES "HR -71 0" ALUM. IMPACT HORIZONTAL SLIDING WINDOW IN WHITE FINISH WITH CLEAR 5/16" LAMINATED IMPACT GLASS N.O.A. 1 1-1 1 1 4.04 WS lLl- Zb-� DEC 09 2014 373/4 SONRY OPEN 37 INDOW WIDTH Q • 8 • - m ...... • • • OELEVATION 2 -REQUIRED BEDROOM #1 (X HL) EGRESS BEDROOM #2 (X HR) EGRESS PGT INDUSTRIES SERIES 1'CA-740" ALUMIN IMPACT CASEMENT WINDOW IN WHITE INI WITH CLEAR 5/16" LAMINATED IMPACTLl N.O.A. 12-121B.09 A {� F4 4 I'm, f • • • ••• • • • ••• m D EY N d' [7 � W � LI] N N 0 i Ef) X I9_ M IQ wry >rq o ED. �3_m �ZLL w Z -N 00 r0i 00— w C] M I- • • wN r • w•A.•• Q U1• . W J IX r Li J0 - W t7 F1 Q Z OI t0 w ED d J tD _ ut UL Q O < Iw- DRAWN BY: E.R. DATE i i-as•ia BHEET NUMBER CG -2 OF 11 19 Z �- z � N d d'= 9 O c%] [z —O In Z In a O Z_ 0 Q � WS lLl- Zb-� DEC 09 2014 373/4 SONRY OPEN 37 INDOW WIDTH Q • 8 • - m ...... • • • OELEVATION 2 -REQUIRED BEDROOM #1 (X HL) EGRESS BEDROOM #2 (X HR) EGRESS PGT INDUSTRIES SERIES 1'CA-740" ALUMIN IMPACT CASEMENT WINDOW IN WHITE INI WITH CLEAR 5/16" LAMINATED IMPACTLl N.O.A. 12-121B.09 A {� F4 4 I'm, f • • • ••• • • • ••• m D EY N d' [7 � W � LI] N N 0 i Ef) X I9_ M IQ wry >rq o ED. �3_m �ZLL w Z -N 00 r0i 00— w C] M I- • • wN r • w•A.•• Q U1• . W J IX r Li J0 - W t7 F1 Q Z OI t0 w ED d J tD _ ut UL Q O < Iw- DRAWN BY: E.R. DATE i i-as•ia BHEET NUMBER CG -2 OF 11 27 1/4 M. 11. 26 1/2 Op ELEVATION 1 -REQUIRED BATHROOM 2 - (OBSCURE (OBSCURE GLASS) In z z i w w 0o a 00 w to O N = ir o3 In z In ❑ ❑ 0 27 1/4 MASONRY OPEN'G 37 WINDOW WIDTH OELEVATION 1 -REQUIRED BEDROOM #2 PGT INDUSTRIES SERIES °SH -700° ALUMINUM IMPACT SINGLE HUNG WINDOW IN WHITE FINISH WITH CLEAR 5/16° LAMINATED IMPACT GLASS N.O.A. 11-1013.14 c9 z z w I a IN ❑ o rz Ir Itz O ul Q 197/6 M. 0. 19 1/8 W.W. IN O 13 • • • • • • • •• • 0000•• • •• . 0000.• 0000 .• ELEVATION O 1 -REQUIRED • 0.00 . •• 99.60• BATHROOM 1 ' ' ' ' (OBSCURE GLASS) •••••• • • •.• • • • • •• . • • 000 � N m � W � U1 N In�N0 J N d X C7=p]LL w >rQ o W,t- 0 it F- 3 0J �ZLL Z _N ❑❑ 0 El t 0 o w tj 03 Iw- • 0000• • 0000• • 0000. F.P•• W r •• W • -.I Q w....• W •J M r (y _j L73 J r ❑ P3 >w 13 z Z Ln Ln w Ol [(j 4 J tD _ in m 0 Q .i �Q� w DRAWN BY: E.R. DATE 7 •25-1 4 SHEET NUMBER C G 3 OF 1 1 1143/4 MASONRY OPENING 22 3/4 M.0. 3/8 1 1 4 TOTAL WINDOW UNIT WIDTH 3/B 22 3/B W.W. 1 57 57 WINDOW WIDTH WINDOW WIDTH 00 V] r_- OELEVATION 1 -REQUIRED FAMILY ROOM PGT INDUSTRIES SERIES "PW -701" ALUMINUM IMPACT FIXED WINDOW IN WHITE FINISH WITH CLEAR 7/16" LAMINATED IMPACT GLASS N.O.A. 13-0502.03 03 m ELEVATION 1 -REQUIRED FAMILY ROOM PGT INDUSTRIES SERIES "HR -710" ALUM. IMPACT HORIZONTAL SLIDING WINDOW IN WHITE FINISH WITH CLEAR 5/16" LAMINATED IMPACT GLASS N.O.A. 1 1 -1 1 14.04 11 P.G.T. INDUSTRIES VX 4" STANDARD ALUMINUM WALL TUBE CLIPPED MULLION IN WHITE ALUMINUM FINISH N.O.A. 11-0922.01 sees.. sees .. sees .. •• •. .. •....• • . •• ••• 0 � N � D N w Ln J M X 0 Eg Q LL W r Q o 0 El F-30It J m oZLL Z LA Ll O t0 Q -j U m H sees. ••ee• sees. sees. Ham•• W W ..� a .— L 0 J En LU m >r aZ=m J �0 _ in DQ� F - DRAWN BY: E.R. DATE: 1 1 -25-i 4 SHEET NUMBER CG -4 OF i 1 m M M Z t - Z = W O a N w O 2 [�] N p Lf) IA O O 0 Z 3 773/4 MASONRY OPENING 77 3/8 WINDOW WIDTH OELEVATION 1 -REQUIRED FAMILY ROOM PGT INDUSTRIES SERIES °HR-710°ALUM. IMPACT HORIZONTAL SLIDING WINDOW IN WHITE FINISH WITH CLEAR 5/16" LAMINATED IMPACT GLASS N.O.A. 1 71- 1 1 1 4.04 v a _ N t'7 PI W � N Ld Lf) ED w Q I--7 q C9 J U1 r X M M Q W = LL E— i r Q 0 0 eq v d _j :3ZLL Z _m 00 m Ll to 0�OQ 13 t*l IW - .p.. W r J 1- • WN•�i• • IX r LL J In m W I. Z Z Ln WMEll " J _ N r 0 Q � IW - DRAWN BY: E.R. DATE 1 1 -25-1 4 SHEET NIJM SER CG -5 DF 1 1 ,=r- Li I ILJIV 1/4" TAPCONS W/ 1 3/B it EMBED. INTO CONC. @ 18 3/4" AT CORNERS, A CLUSTER 2 ANCHORS ON EACH SIDE OF MEETING RAIL CENTERLINE (ANCHORING AS PER N.O.A.) POT INDUSTRIES SERIES "HR -71 O" ALUM. IMPACT HORIZONTAL SLIDING WINDOW IN WHITE FINISH WITH CLEAR 5/1 6" LAMINATED IMPACT GLASS N.O.A. 1 1 -1 1 1 4.04 1/4 11 TAPCONS W/ 1 3/S" EMBED.— INTO CONC. @ 9" FROM CORNERS AND BALANCE AT 22 1/2 11 O. C. (ANCHORING AS PER N.O.A.) 0 1/4" TAPCONS W/ 1 3/6" EMBED. INTO CONC. @ 1 8 3/4" AT CORNERS, A CLUSTER 2 ANCHORS ON EACH SIDE OF MEETING RAIL CENTERLINE ( ANCHORING AS PER N.O.A.) SECTION • ••• • • • • • • • N d' �t (n W ILI N Q � cq m J fn r X i. WHA t >rQE3 1.9 I- 3 ° C Z LL Z _� ° O -2 m oaQLlj J El Ill I DRAWN BY: E.R. DATE 1 1 •25-14 SHEET NUMBER CG -6 OF 1 1 1/4" TAPCONS W/ 1 3/8° EMBED. — INTO CONC. @ 9° FROM CORNERS AND BALANCE AT 22 1/2" O.C. (ANCHORING AS PER N.O.A.) SECTION PCT INDUSTRIES SERIES "HR -71 O° ALUM. IMPACT HORIZONTAL SLIDING WINDOW IN WHITE FINISH WITH CLEAR 5/16° LAMINATED IMPACT GLASS N.O.A. 1 1- 1 1 1 4.04 • . • ... m ❑ NI d' Ell N w tD w In Q Cq E3H -� U7 r ❑ Q7 Q LLj >Q 0 r F-�� m ❑ Z I,. Z ❑Ll ojm ❑to — J U V3 IW - W r wEyl. t �. �..• d . w �. J.. • Qr0 LL 13 J 6 m >3M QZo L w to 4 Jt0_ N r Qt ❑Q � IW - DRAWN BY: E.R. DATE i i •zs-i a SHEET NUM9ER CG -7 OF 1 1 1/4 SEL — -- — ---- AT 911 FF BALANE (ANCH❑ 111 Y All Al 1 1 M AAM I I P'I AI WINDOW WIDTH WINDOW WIDTH SECTION PGT INDUSTRIES SERIES "HR -71 0" ALUM. IMPACT HORIZONTAL SLIDING WINDOW IN WHITE FINISH WITH CLEAR 5/16" LAMINATED IMPACT GLASS N.O.A. 11-1114.04 P.G.T. INDUSTRIES 1"X 4" STANDARD ALUMINUM WALL TUBE CLIPPED MULLION IN WHITE ALUMINUM FINISH N.Q.A. 11-0922.01 m 0 N d' m d� c� m C w t0 w In 0 J(Ax 0 _ LL w >r Q o ri0 H Cm C Z ��'- t0 Z .� 00 m C] m H .000: ..... .0000. ..... wIN•• r • W Elf J M•• II1I�1� • w Yi• it • •-2• LI. • r 13 j N aZ wMN J (D Lf) LL F - i` DRAWN BY: E.R. DATE 1 1 -25-7 4 SHEET NUMBER C G-8 ❑F 1 1 J SECTION 1/4 11 TAPCONS W/ 1 3/611 EMBED. INTO CONC. @ 4" FROM CORNERS AND BALANCE AT 25 1/2 11 O.C. (ANCHORING AS PER N.O.A.) 1/4 11 TAPCONS W/ 1 3/8" EMBED. INTO CONC. @ 4" FROM CORNERS AND BALANCE AT 25 1/2" O.C. (ANCHORING AS PER N.O.A.) PGT INDUSTRIES SERIES "CA -740° ALUMINUM IMPACT CASEMENT WINDOW IN WHITE FINISH WITH CLEAR 5/1 6" LAMINATED IMPACT GLASS N.O.A. 12-1218.09 1/4 11 TAPCONS W/ 1 3/6 I' EMBED. — INTO CONC. @ 4" FROM CORNERS AND BALANCE AT 17 1/2 11 O.C. (ANCHORING AS PER N.O.A.) WINDOW WIDTH MASONRY OPENING SECTION DRAWN 9Y: E.R. DATE : HHEET NUMBER CG -9 OF 1 1 L W SECTION 1/4 11 TAPCONS WITH 1 3/611 EMBED. INTO CONC. AT 16 1/2 11 FROM CORNERS (ANCHORING AS PER N.O.A.) P13T INDUSTRIES SERIES "SH -700" ALUMINUM IMPACT SINGLE HUNG WINDOW IN WHITE FINISH WITH CLEAR 5/16" LAMINATED IMPACT GLASS N.O.A. 11-1013.14 1/4 it TAPCONS WITH 1 3/6 If EMBED. INTO- CONC. AT 17 1/2 It FROM TOP CORNERS & 25 1/211 O.C. ( ABOVE MEETING RAIL) & 1 5" FROM BOTT. CORNERS & 611 BELOW MEETING RAIL (ANCHORING AS PER N.D.A.) WINDOW WIDTH MASONRY OPENING SECTION � N m 113 H � in10 W t(I J to M ❑ _ [7 L W >�Q O 0 d U IY ca �3❑ Z to ❑❑� r°l Ll o ❑ Q w U P3 P 0000• • 0.0000 • 0 0000•• • W �y • n•• L l : • wN • .• .. N C7 >3� L QZ=O n w c7 N It In Q� LL ❑Q� DRAWN BY: E.R. DATE 7 1 -25-1 4 BNEET NUMBER CG- 1 D OF 1 7 • 0000 • •••• � N m 113 H � in10 W t(I J to M ❑ _ [7 L W >�Q O 0 d U IY ca �3❑ Z to ❑❑� r°l Ll o ❑ Q w U P3 P 0000• • 0.0000 • 0 0000•• • W �y • n•• L l : • wN • .• .. N C7 >3� L QZ=O n w c7 N It In Q� LL ❑Q� DRAWN BY: E.R. DATE 7 1 -25-1 4 BNEET NUMBER CG- 1 D OF 1 7 4 1/4 11 TAPCONS W/ 1 3/8" EMBED. INTO CONC. g 6" AT CORNERS AND BALANCE AT 12" O.C. (ANCHORING AS PER N.O.A.) m PGT INDUSTRIES SERIES "PW -701" ALUMINUM IMPACT FIXED WINDOW IN WHITE FINISH WITH CLEAR 7/1 ra" LAMINATED IMPACT GLASS N.O.A. 13-0502-03 1/4 If TAP -CONS W/ 1 3/8" EMBED. INTO CONC. 9 rs" AT CORNERS AND BALANCE AT 12 11 0. C. (ANCHORING AS PER N.O.A.) 8 e 1/4 If TAPCONS W/ 1 3/6" EMBED. INTO CONC. 9 ism" AT CORNERS AND BALANCE AT 12 It 0. C. (ANCHORING AS PER N.O.A.) WINDOW WIDTH MASONRY OPENING SECTION W, •.•• 1 0: • 0*0000 0 • *0:0 -000 0* :*0:*: 0 a 0 0 00000 • 0 ,e • W, GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1q_2�6 _i6 1. GLAZING oPTIoNs. (SEE DETAILS ON SHEET 2j FOR INSTALLATION ABOVE 30 FT, GLASS TYPES G Ti SRU L MUST HAVE A TEMPERED GLASS CAP. DEC 0 9 2014 A 5/16" LARM CONSISTING OF (2) LITES OF V8' ANNEALED GLASS WITH A 090 DUPONT BUTACITE OR SAI`LEXIKEEPSAFE MAXIM M PVB INTERLAYER CITY B. 516' LAMI CONSISTING OF (1) LITE OF 118" ANNEALED GLASS AND (1) UTE OF 118` HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX4<EEPSAFE MAXIMUM PVB INTERLAYER k��' C. 5/16' LAL41 CONSISTING OF (2) LITES OF VW HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. COPY D_ 7116' LAM1 CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACiTE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER E 716` LAMI CONSISTING OF (1) LITE OF 3116" ANNEALED GLASS AND (1) LITE OF 3116" HEAT STRENGTHENED GLASS WITH AN 090. DUPONT BUTACITE OR SAFLEXIKEEPSAFE NOA DRAWING MAP MAXIMUM PVB 14TERLAYER SHEET F_ 7/16" LAMI CONSISTING OF (2) LITES OF 3116- HEAT STRENGTHENED GLASS WITH AN .0913 DUPONT BUTACITE OR SAFLEWKEEPSAFE MAXIMUM PWB INTERLAYER GENERAL NOTES.._.._._ I GLAZING DETAILS____-... 2 G. 13116" LAMI IG: (1) LITE OF 118' OR 3/16" ANNEALED (MIN.) GLASS. 5116" OR 318" AIR SPACE AND 5416" LAN CONSISTING OF (2) LITES OF 1J8" ANNEALED GLASS WITH A DESIGN PRESSURES_- 3 _090 DUPONT BUTACITE OR SAFLEDUKEEPSAFE MAXIMUM PVB INTERLAYER ELEVATIONS....... 4VERT. SECTIONS ... .._-..... 5 H.13!'16' LAMI IG: (1) LITE OF V8' OR 3116' ANNEALED (MIN.) GLASS, 5f16' OR 318" AIR SPAM AND 5M6" LAMI CONSISTING OF (1) LITE OF V8" ANNEALED GLASS AND (1) LITE HORNZ SECTIONS__._ 5 OF i/8' HEAT STRENGTHENED GLASS WITH A .080 DUPONT BUTACITE OR MAXIMUM PVB INTERLAYER PARTS UST_._..._.__......_ 6EXTRUSIONS.__...__.__....._ 7 1.13(16" LAMI IG: (1) LITE OF 1/8" OR 3116' ANNEALED (MIN.) GLASS, 5(16' OR 318" AIR SPACE AND 5116' LAMI CONSISTING OF (2) LJ TES OF 118" HEAT STRENGTHENED GLASS CORNER DETAIL._........... 5 WITH AN .090 DUPONT BUTACITE OR SAFLEXNEEPSAFE MAXaMUM PVB INTERLAYER. ANCHORAGE......_..__..— 8-11 • i J. 13/16" LAM] IG: (1) LITE OF 1J8" OR 3116" ANNEALED (MIN.�GLASS. 3116° OR 14' AIR SPACE AND 7116" LAMI CONSISTING OF (2) LITES OF 3116' ANNEALED GLASS WITH AN A90 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER_ K. 13/16" LAMS IG: (1) LITE OF V8" OR 3116• ANNEALED (MIN-) GLASS, 3116" OR 114' AR SPACE AND 716" LAMt CONSISTING OF (1) LITE OF 3116" ANNEALED CLASS AND (1) LITE OF 3116" HEAT STRENGTHENED GLASS WITH AN -090 DUPONT BUTACITE OR SAFLEXIKE'PSAFE MAXIMUM PVB INTERLAYER. ..:. . • 0.000. L 13116'LAMI IG: (1) LITE OF 118" OR 3116" ANNEALED (MIN.) GLASS. 3/16' OR 114' AIRSPACE ARID 7116' LAM1 CONSISTING OF (2) UTES OF 3116' HEAT STRENGTHENED GLASS " ' � • • • • WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER "' �' • • • • • • • : • .0000• . Z CONFIGURATIONS: WC, XO. XOX - _ • • • • • • • • • • • • 0000 • - 11 ••• 0000• 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) 06:69: .. ..:.. • A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. • • • • • • • B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 13OG-0'L • "' • • • • • • • •• • • ••� 000.0• 4. ANCHORAGE THE 3311.3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. MIDUCT REWSM ' ascomqgying with tho Florida Bundincede 5 SHUTTERS ARE NOT REQUIRED_ A No y 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. a 9c tct C� 1 7- REFERENCES: TEST REPORTS FTL-4858, FTL-0859 AND Fit-5M. ELCO TEXTRON NOA: 04-0721.01.03-0225.05 ANSVAF&PA NDS-2005 FOR WOOD C ONSTRUC WON I t i 1111 ADM-2005 ALUMINUM DESIGN MANUAL ��.L tYNN.4,vj 8. THIS PRODUCT HAS SEER) DESIGNED R TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLOMDA BUILDING CODE. INCLUDING THE HIGH VELOCITY � ��.�`� -. •y,�NSF HURRICANE ZONE (HVHZj.' D 1tic 00-58705 ;- 9. FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED_ -- ` 1WI7111 FBC201OCODE CHANGE GENERAL NOTES '�p ' S= OF 1070.TECHNOLOGY ORNE FL0Rl4- `(.i J R 820111 D ADDED IG CAP TO BE Tag'ERW +MFTNO7L� NOKOMM. FL 34275 �� FS .... - �i nvd8;' P.O. Fx; x 1 s ALUM. HORIZOWAL ROLLER KUDOWV, IMPACT '',,I SjONAL FIC 4NSW C F&-MWTONOTES7&CHaNOTE8TOGY/RRBYTMT. jf'ti ca.�+a.a oxr WWOUIS. FL 34274 �!wNy Better s 1 a'"�i°"�' A. LYMMILLER P.E. FJC 2&6108 J-13/13!06 w d 7 7 4 27-7Q P E# 58705 (E�—T � � jJ50 0---9 f� I -." IC50 53 59 21 " 9!2" NOM. GLASS BITE 60,61,62 118" ANNEALED OR HEAT STRENGTHENED GLASS .= SOLUTIA OR DUPONT PVB INTERLAYER iib" ANNEALED OR HEAT STRENGTHENED GLASS 5/96" NOM. 511 fi" LAMINATED GLASS 0 41 F i 04 -WE D 118" ANNEALED OR HEAT STRENGTHENED GLASS 0w SOLUTiA OR DUPONT PVB INTERLAYER 918' ANNEALED OR HEAT STRENGTHENED GLASS 6116" LAMINATED 5116' OR 318" AIR SPACE 118" OR 3116' ANNEALED OR TEMPERED GLASS Q 13116" NOM. 1319 fig LAMI IG GLASS Wl 5116" LAMI EXTERIOR INTERIOR 55 112' NOM. GLASS SITE {ALL sEC710NS) 51 63 ,64.65 ®' 52 3116' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3176" ANNEALED OR HEAT STRENGTHENED GLASS 7196 LAMINATED 7116" LAMINATED GLASS Kol 112" NOM. GLASS BITE 72,73,74,75,76,77 3176" ANNEALED OR BEAT STRENGTHENED GLASS 090 SOLUTLA OR DUPONT PVB INTERLAYER 3176" ANNEALED OR HEAT STRENGTHENED GLASS 7176" LAMINATED 3116' OR 114" AIR SPACE � 118" or 31W ANNEALED OR TEMPERED GLASS / u � 93116" NOW 13116" LAMI IG GLASS W/ 7/18" LAMI Qp FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. �. Lm= J..I. lLY17111 E INO (MANGE THIS SHEET 1070 TEC►�tOtaC,Y DRIVE NC KOWS. Ft. 342x5 P D. sox tsse MWOM16. FL 34274 rcvT GLAZING DETAILS UvsdBjc J.R. pjW 8120!11 p D ADDED IG CAP TO BE � +3QFT NOTE "'" ALUM_ HOROONTAL ROLLER MNDOW, IMPACT FJC 4P15d07 C NO CHANGE TNS SHEET Vr ih& Berm s.a.,.ae c W710 � Fu11 ae..e 2 all e...sq�xo 4127-70 � E wftc F.K 21Dstw2s1t3s J.J. 3I23f(;S PRODi7C!•RE� • • • w wig wkh tbeftmi& bmldiagC*& uamNo 400 Dm b Muni Dade Pnodmct _.111111tH" LYNNjjj �r t4o.58705 iu STA e �O SSIUN A\ - A LYAf1J�lLLEi� P_E. P.E.f1 b8705 • TABLE 1. XOX (114,112,114) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W1 SAME DLO ARE 1" SMALLER) FOR INSTALLATION IN THE HV ZABOVEsO FT, GLASS TYPES G - LSHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REIMAiN UNCHANGED. WINDOW WIDTH GLASS TYPE . WINDOW HEIGHT 26" 36" 38 318" 48" 50 5/8" 34" f f3" 63" 84" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 50.0 +60.0 -60.0 +60.0 1+60.0 -60.0 +60.0 -60.0 +60.0 1 -60.0 +60.0 1+56.2 -60.0 96" A,B,G,H +60.0 S0.0 +60.0 -60.0 +60.0 -60.0 +60.0 50.0 +75.0 -60.0 +60.0 -60.0 +58.8 -58.8 74.2 -56.2 1063f8" A,B,G,H +60.0 -60.0 +60.0 50.0 +60.0 50.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.2 55.2 +523 52.3 108" :A,B,G,H +60.0 -60-0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +54.6 54.6 +51.7 51.7 991" A,B,G,H +60.0 -60.0 +60.0 -60.0 1 +60.0 1 -60.0 +60.0 50_Q +60.0 1 -60.0 +59.5 59.5 a +53.6 -53.6 +50.9 50.9 UP TO Ill" C,I +60.0 -60.0 UP TO 911" D'E'F' J,K,L +75.0 75.0 TABLE 2. /3,913) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) GLASS TYPE GLASS WINDOW HEIGHT [V*q TYPE ALL HEIGHTS UP TO. 63, RsNdoax -A'B'CG,H,I 36" 38 318" 48" 60 3f8" 54" WN D +60.0 -60.0 +75.0 D,E,F, J,K,L +75.0 +75.0 75.0 �� TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1 SMALLER) WINDOW WIDTH GLASS TYPE No GMAIGE Txrs StT WINDOW HHGHT &GWIF '12w RsNdoax 36" 38 318" 48" 60 3f8" 54" WN D 60" A,B,G,H +75.0 75.0 +75.0 75.0 +75.0 -75.0 +75.0 -75.0 +75.0 75.0 +75.0 75.0 +75.0 75.0 +75.0 75.0 66" A,B,G,H +75.0 75.0 +75.0 75.0 +75.0 75.0 +75.0 75.0 +75.0 -75.0 +75.0 -75.0 +74.2 74.2 +70.2 70.2 12" A,B,G,H +75.0 75.0 +75.0 75.0 +75.0 75.0 +75.0 75.0 +75.0 -75-0 +75.0 75.0 +69.6 -69.6 +65.2 -65.2 7,C,. A,B,G,H +75.0 -75.0 +75.0 75.0 +75.0 75.0 +75.0 -75.0 1 +75.0 75.0 +75.0 75.0 +68.1 -68.1 +63.8 -63.8 UP TO 74" C'D'E'E' hJ,K, L +75.0 -75.0 GLASS TYPES: TEST REPORT FiL-4858 (XO)% FTL• 4859 (OX & XO) AND FTL-5330 A. 5116" LAM/ - (1/8-,A, .090,1/8" A) G. 13116" LAMI IG -1/8" OR 3/16"A (RAMI.), 5116" OR 3/8" AIR SPACE. 5116" LAMI - (1/8"A, .090,1/8"A) B. 5116" LAMI - (118" A, .090,1/8" HS) H. 13/16" LAMI IG -118" OR 3116-A (MIN.), 5/16" OR 318" AIR SPACE, 5116" LAMI (118"A, .090,118"HS) C. 5116" LAMI - (1/8" HS, .090,9/8" HS) 1. 13116" LAMI IG -1/8" OR 3116"A (MITA.), 5116" OR 318' AIR SPACE, 5116" LAMI - (1/8 -HS. .090,118"HS) D. 7116" LAM1- (3116" A, .090, 3116" A) J. 13116" LAMI 1G-118" OR 3116"A (MIN.), 3116" OR 1/4" SPACE, 7116" LAMI - (3116"A, .090, 3116"A) E. 7/16" LAMI - (3/16" A, .090, 3116" HS) K. 13116" LAMI IG -1/8" OR 3116"A (MIN.), 3/16" OR 1/4" SPACE, 7116" LAMI - (3116"A, .090, 3(16"HS) F. 7/16" LAMI - (3/16" HS, .090, 3116" HS) L 13116" LAMI IG -118n OR 3/16"A (NIDI.), 3/16" OR 111" SPACE, 7116" LAMA - (3/16"HS, .090, X16 -HS) ! 7'^-. .,r_ 111 E No GMAIGE Txrs StT ;DESIGN PRESSURES &GWIF '12w RsNdoax 90707ECHNOLOGY ORNE .Lit er4w1 D ADDED tG CAP TORE MWEREDO +30FT NOTE W KOUIS. FL 34275 Z. HORIZONTAL ROLLER WINDOW, IMPACT F.K 4115/07 C ADD HOE6RAL FIN OPTION A UPDAM ASTM E 1300-M DPa P.O. BOX 9528 swbGFAa t arn,c aa.a nra"w w. raw: FF NOKOMS. Ft 34274 Visibly Beer tido NTS 3 s 11 4127-10 E JC 2a8M J.J &=W •0:0 •00 97 110' MAX. WIDTH IF. FRAME 1'11- IMAX. WIDTH FLANGE FRAME t DETAIL B - XOX (114112-1/4) 33 8/16" MAX 33 9116' MAX. DLO FIXED C - DLO VENT A j A 57 318- I w MAX MAX. DLO ALL DLO ALL FIXED VENTS 62- MAX_ LtTES I.F. FRAME O 1 X ALL CONFIG. i 63" MAX FLANGE FRAME ALL CONFIG. 27 3Ar 27 Ur T I D D j-• o5 7/16' MAX. WIDTH I.F. 7/16- MAX. {MDTH FLANGE FRAME ----— DETAIL C - XOX (113-1/3-1/3) MOTE: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. SEALANT OR GASKET AT HEAD AND SILL I.F. FRAME FLANGE FRAME C r 73- MAX. WIDTH I.F. FRAME — --� VIEW O -D 7,- MAX. WIDTH FLANGE FRAME (FRAME CORNER CONSTRUCTION) DETAIL A - OX OR XO J..L _ aanrrrl E NO 775 s> _ ELEVATIONS 1070 TECHNOLOGY ORNE _ .t.R �i D neo CHANGE NWSStEr WWOOMS.FL3427s rASW ALtiA/l. HQRIZONTAL ROLLER 1�IAIDL311ir, IMPACT Fic �V16, m C CONSiRlI MN Af M SM: 6. P.O. BOX 1529 ae as • a"w ,a r ate, DOWWKOWs. FL 3Q74Viably Better NTS NTS 4 a t 1 4127-10 E Fir-, J.J- 3l23Vris • •• •• •••••• • s • • . PRODUcrREWSED as covq)b ng with dw F1cd& BuRdimg Code LYIdJd lblf 1 * No. 58705Lu = -- st o 0. '>>SS/�YON1A1l- •• A LYi S t A + j► P.F- PEA 58705 fl: 14, INTERIOR MAX. HEIGHT FLANGE FRAME MAx EXTERIOR SECTION C -C (VERTICAL SECTION, FLANGE FRAME) Anwd&yc J.J. 10f17111 E NO CHANGE THIS SHEET J.R D.or 6/2wl1 D NO (MANGE TM SHEET 9vvwd FJC D,+K 4(15A27 P W*aw C ADD AVTEGRAL FIN fTBWS41 421 F K. 278 d.i 312756 ••••.• INTERIOR i_____ 37 ll-'- 32 35) 22 MAX VENT DLO EXTERIOR ---� �— MAX. FIXED DLO --� I"-- MAX. WIDTH {FLANGE FRAME) 9 9 SECTION B -B 1 (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) �— MAX FIXED DLO ----I } -- MAX. VENT DLO ---1 MAX. WIDTH (I.F. FRAME) EXTERIOR SECTION A -A (HORIZONTAL SECTION! - OX SHOWN WITH INTEGRAL FIN FRAME) ss• t SILL SECTION, I.F. FRAME) s U KOLAS FL 3 �iNE NOKOlaNS. FL 34275 P.O. BOX 1529 NafCOWi. R. 34774 Vuibb Berber m INTERIOR 39 16 13 MAX VENT DLO •o PRDDuCr RE sm • • • fficomplyinwadx BmIdiagNo — Oar. r X LYNN 4fIl��i��i HEAD 58705 (VERTICAL SECTION, I.F. FRAME) D..Q �-p- ` STA E OF �j1J SEC77ONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT l�SS/ONAI- Swh.&bt c aadr anMt J.iz if a Am A LYiBI um P.£. HMO Half 5 a 11 4127-10 E -14M • ••••.• ... ••••• . • o • • • • • ...... 1000 rFEM llWGt# REVI DESCRWTTON MAIL PGD1 • 4102 A FLANGE FRAME HEAD 6063-T6 AL 612237 2 4025 SASH STOP STD ANTI LIFT (� 1P 6063-T5 AL 612244 3 71 #8 X 314 PH. PARI HF -AD 13116" LOM 1&3116'A 5/16" AIR SPAM 5/16° LAW (ll8"HS,.090PVB, 1/8'HS) 7834AA 4 4053 SASH STOP COVER (SASH STOP) 6063-T5 AL 13116' IAMI iG-I/8"A (MIN. 1/4' AIR SPACF, 7/16' LAMI (3116"A, 490 PVB, 3116" 6 4136 FLANGE FRAME SJI L 6063-T6 AL 64136 7 4137 SIILADAPTOR 6063 -TEAL 64137 8 4131 ROIJ.ERTRACK 6063-T6 AL 64131 10 71298 WEEP HOLE C OVJR POLYPROP. 71298 12 1626 ADHEMVEOPEN CELL POAM PAD SCFEEN SPRING ST -ST. 7PAD1626 13 4002 A FLANGE FRAME JAMB 6063-T6 AL 612225 14 4134 GASKET FOR MAIN FRAME S11 -L JOINF 74134 W/K. 15 1155 08 X 1.000 PR SMS 78 A 16 4110 G SCREENADAPTOR 6063-T5 A L 64110G 17 4054 B FIXED/ EEnNGRAIL 6063RD -T6 Al 64054A I9 4065 WSTP,187 X 230, FIN SEAL 64066G 21 41.05 SASH TOP & BOTTOM RAIL 6063-T5 AL 612240 22 1683 WSTP.,.2W X .270 BACK, FIN SEAL 61683G 23 225-1 ROLLERHOUSING&GUIDE 42112HD 24 226 BRASS ROWRWIlEELS BRASS 7BRWHL2 29 4128 HORIZONTAL ROU ERR SASHTOP GUIDE POLYPROP. 44i28N 32 4006 D SASH MEETINGRAIL 6063HS-T6 AL 64006 33 1235 WSTP.,.170 X 270 RAM FIN SEAL 67S16G 35 1096 SWEfPLATCH DIE-CAST 71096 36 1016 #8 X.625 PR FL. SMS 7858 37 4126 SASH SIDE RAIL. 6063-T5 AL 64126 38 1683 WSTP- 250 X.270 BACK, FIN SEAL 61683G 39 7070 BULB W EATT ERSTRIP .187 X.275 67070K 40 LIFT RAIL C�3NCR CAP 74078"C" L OR R 41 4139 LF. FRAME HEAR 6063-T6 AL 64139 42 4144 L.F. FRAME SILL 6063-T6 AL 64140 43 4141 LF. FRAME JAMB 61063-T6 AL 64141 50 GAZING SRIOONF, DOW 899, 995 ORBQU1VAIEN T 51 1224 Vi.NYL G L ZM BEAD BULB MUCK 6TP247W,K 52 1225 ' VWYLGLAZINGBEADBULS 6TP24W, 53 4039 B GAZING BEAD - 5/16" 6063 -TS AL 64039E 54 4044 B GLAZING BEAD - 5116" WI RILL KIT 6063 -T5 -AL 644703 55 4222 A GLAZING BEAD - 7116" 6063-T5 AL 64222 56 985 C C,LAZING BFAD - 7/16! W/G LL KTr 6063-T5 AL 6985 59 4067 GLAZING BEAD -13/16" 6063 -TS AL 64067 60 GLASS, 5116" LAMI (118' A,090 PVB,118" A) 61 5116" LAMI 118' A, .090 M,1/8" HS 62 5116' LAMI (1!8" HS, .090 PVB, 1/8- 11;5) 63 7/16' LAMI (3116!A,.090 PVB, 3116- A) 64 7/16" LAW (3/16- A,090 PVI3; 3116" HS 65 " 7/16" LAW (3116" HS, .090 PVB, 3116" HS) n'01 DWGV R6Y DESCPJPTI 3N I MArL PGT# 66 GLASS, 13/16' LAMI IG -1/8"A 3WAIR SPA( SJ16' LANU (118"A, .090 PVB,1/8"A 67 • 13/16" LAMI 1G-V8'A 3/8" AIR SPAC F, 916" LAMI (118-A,.,090 PVB 118"-6 68 ' 13/16' JAM/ 10 -MA WK , 318" AIR SPAM 5116" LAMI 1/8"BS, .090 PVB 108° 69 ww- �1 13116° LAMI IG3/16"A 5116" AIR SPACE, 5/16' LAMI 1/$•A, .090 PVB, IMA 70 13%16' LAMIIG-3116'0 PA MI 5116" AIR SPA CE, 5/16" /AMI Q /So A, .090- PVB' i/8" 1p 71 NTS 13116" LOM 1&3116'A 5/16" AIR SPAM 5/16° LAW (ll8"HS,.090PVB, 1/8'HS) 72 " 13/16" LAM/ nIMA (MMI 114' AIR SPACI; 7/16' LAM/ 16"A, 490 PV8 3/16'0 73 13116' IAMI iG-I/8"A (MIN. 1/4' AIR SPACF, 7/16' LAMI (3116"A, 490 PVB, 3116" 74 13/16" /AMI iG-118'0 JLAIN.1 VC AIR SPAC F, 7/16' iAM1 l6•HS, .090 PVB, 3116'-6 75 13/16° LAM/ 10-3116'0 QvBN.l 3/16' AIRSPACE, 7116' LAM/ 3116`A,1190 3116'0 76 13116" LAM& iG3/i6"A(MK), 3!160 AIR SPACE, 7/16° LAMI (3(16'A,.090 PVB, 3116"HS) 77 13116' LAM 1G3(WA' 3/1& AIR SPA 7/16°IAM1 W'flMs 090PVB,3/16'HS 90 1014 SQZMq FRA-W(l-M & VIIL) 3105--34 AL 91 1630 SCREEN CORNERICLYWtRNGS POLYPROP, 92 1631 SCRMq CORNER/ EYW/OUT Rit+iC1S POLYPROP. 93 1073 SCFEEN SPRING ST -ST. 94 1624 SCRffidSPIM-.135 DIA. FOAM EM PVC 95 1635 SCREEN SPUM- .135 DIA. HARD Em PVC 96 SCREEN a OTH 7 2784 062 9.988 4g I.F. FRAME JAMB #4141,6063-T6 41 I.F. FRAME HEAD #4139,6063-T6 I.F. FRAME SILL #4140,6063-T6 9 I&"/ll »a s 7070 TECHNOLOGY DRNE NOKOkttS. FL 3x275 P . x 1529 fl NOKOM1s. FL 34274 rs LJsr ".d cow w JR &+20111 Ratdoec O ADDED TO C;1}tSS TYPES ""K ALUM. HORIZONTAL ROLLER WINDOW, IMPACT ww- �1 c ADD 43 �u ITEM4t, 42 a Visibly Better 1 uio NTS S d 11 4127-910 P -c E F. 812&P16 J.J. 6123/06 .1] PROWCr-REVLSW ompbCde� dw Fterida B • AgeeptaweNo Poi ivriaa�i Pmdua coffina[1'� ;tier, LYNN t = No. 58705 STAT OF A LfYi�JtBill[ ER,PZ P -EA 58705 -... .fl62 1 73 �-2.710-- (DFLANGE FRAME HEAD i #4102A.6063 -T6 ---- 062 .490 SASH STOP #4025, W63 -T5 .062 r 1.183 -349--1 DSASH TOP & BOTTOM RAIL #4133.6063-T5 .0504�-- 678 - GLAZING BEAD, 5/16" #404, 4B, 6063-T5 (USED W! GRILL KIT) i. 22 �-----2710--� FLANGE FRAME SILL J #4136, 6063-T6 h.061 T -F .437 :.46 G( $) HORIZ. ROLLER TRACK `�-� #4131.6063-T6 I [- - T062 8'87 I a. - --►- 1.081 1.187 - 062 3190 FRAME SILL ADAPTER #14137.61363-T6 I.r7 —IN -A JX2 �1.403 17 FIXED MEETING RAIL #40548, 6063RD -T6 SASH K4TG. RAIL #40WO. 6063HS-T6 & .050 .s7s 1.096 - } - —y-{ T @5) GLAZING BEAD 7116" #4222A, 6063-T5 SASH SIDE RAIL #4126,6D63 -T5 J .o50.678 1.115�� GLAZING BEAD, 7/16- #9&-C, 6063-T5 (USED W/ GRILL Krr) JU IW7111 E N0 C144NGE 7m s/lEEF lffla TECHNOLOGY DRNE ►racoons. FL 363275 P.o. sox isn NOKOMM. FL 34274 V-4 J.1Z ei2cvli D NO CHANGE 710 SHEET ;;;—W FJC Z;W— 4(tSw 00R.'aw C NO CI•lANGETM SH137 Visibly ova®x FA DOW 212EtW J.J aa• 323/08 SASH STOP COVER #4053,6063-T5 }�--2.784 9.363 D62 3 FLANGE FRAME .IAMB #4002A, 6063-T6 .678 1.096 FT 53 GLAZING BEAD, 5/16" #40398,6063 -TS .683 _.._. - 1.097 59 GLAZING BEAD,13/16" #4067,6063 -TS ALUM HORJZONTAL ROLLER WINDOW, IMPACT tomo I Half 1 7 d 11 j 4127-10 ( E PRL DMT VENISED , 'm camoyiw- with the FIQfw Buffass code eft j{s{r{11 ``�oN�{ LYNN * ' Ido. 5870_` Luz - STA OF :' <U� fis .Fioa�o �G ;` IO1NAI- ,�` ill{{{E lli1� A- LYNN /dlLiER P.F– P.E.# 58705 ICHOR QUANTITIES, XOX (iWI121/4) WINDOWS GLASS TYPES A,B.C,G,H,I ANCHOR TYPE 2,3. WOOD 2. CONC 1. COW A SUUB3STRATE I ZONES ZONES ZONES WINDOW SIZE W v H HEAD & SILL 53.125 x 38.375 48.000 50.625 54.000 6Q000 63.000 1+C2+1+C2+1 14-C2+1+C2+1 1+C2+1+C2+;1 '1+C2+1+C2+1 1+C2+1+C2+1 1+C2+1+C2+1 60.000 x 38.375 48.000 50.625 54.000 64.000 63.000 1+C2+1+C2+i 1+C2+1+C2+1 1+C2+1+C2+1 1+C2+1+C2+1 1+C2+1+C2+1. 1+C2+1+C2+1: 74.000x 38.375 48.000 50.625 54000 60.000 53.000 i+C2+2+C2+1 1+C2+2+C2+t 1+C2+2+C2+1 1+C2+2+C2+1i 1+C2+2+C2+1 li 1+C2+2+C2+1 1 84-000x 38.375 48.000 50.625 54.000 60 -OW 63.000 1+02+2+C2+1 1+C2+2+C 2+1 1+C2+2+C2+1 1+C2+2+C2+1 1+C2+2+C2+1 1+C2+2+C2+1 106.375 x 38.375 48.000 30:625 34.000 60.000 63.000 1+C2+2+C2+1 1+C2+3+C2+1 1+C2+3+12+1 1+C3+3+C3+1 1+q+3+C3+1 1+C3+3+C3+1 111.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1+C2+3+C2+1 1+C2+3+C2+'l i+(2+3+C2+1 1+63+3+C3+1 1+C3+3+03+1 1+C3+3+C3+1 .L.1. lafl7/11 E JNO aW Mad8r. D _ HEAD & SILL J -R Mw n ADDED ...d , FIC . �4115oV7 C LADA47E Mw8n- DWW Chodod By. Dox FK 2/28106 J.J_ 3/2am TABLE 4 NOTES: GLASS TYPES D.E,F,J,K,L a. ANCHOR TYPES: 2,3. WOOD 2, CONC 1. CONC 1-114" ELCO TAPCONS 2 -114" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5 HEAD & SLL g HEAD & SH1 2 HEAD & SILL 1+C2+1+C2+1 1+C2+1+C2+1 1+C2+1+C2+1 1+C2+1+C2+1 1+C2+1+C2+1 i+C2+1+C2+1 1+C2+1+C2+1 1+C2+1+C2+1 1+C2+1+62+1 a+C2+1+C2+1 1+C2+1+C2+1 i+C2+1+C2+1 1+C1+1+C2+1 1+C2+1+C2+1 1+C2+1+C2+1 1+C2+1+C2+1 1+C2+2+C2+1 1+C2+2+C2+1 1+{2+2+C2+1 1+C2}2+02+1 1+C2-r2+C2+1 a+C2+2+C2+1 i+C2+2+C2+1 1+C2+2+C2+1 1-+12+2+C2+1 1+C2+2+CZ+1 1+C2+2+C2+1 1+C2+2+C2+1 1+C2+2+C2+1 1+C2+2+C2+'I 1+(2+1+C2+1 1+C2+1+C2+1 1+C2+1+C2+1 1+C2+1+C2+1 1+C2+1�+1 1+C2+1+C2+1 1+C2+1+C2+1 1+C2+1+C2+1 i+C2+2+C2+1 1+C2+2+02+1 1+C2+2+C2+1 1+C3+2+C3+1 i+C2+2+C2+1 1+C3+2+C3+1 1+C4+3+C4+1 1+C2+3+C2+1 1+C3+3+C3+1 1+C3+3+C3+1 i+C3+3+03+1 1+C4+3+C4+1 i+C4+3+C4+1 1+C2+1+C2+1 a+C2+1+C2+1 1+C2+1+C2+1 1+C2+1+C2+1 1+C2+1+C2+1 1+C2+1+C2+1 1+C2+1+C2+1 1+C2+1+C2+1 i+C2+1+C2+1 a+C2+2+C2+1 1+C2+2+{ ;2+1 1+{2+2+C2+1 1+C2+2+{2+1 1+C 2+2+C2+1 1+C3+2+C3+1 1+C2+2+02+1 1+C2+2+C2+1 1+C2+2+C2+1 i+G2+2+C2+1 1+C3+2+03+1 1+C 3+2+C3+1 1+C2+3+C2+1 1+C3+3+C3+1 1+C3+3+C3+1 1+C:3+3+C3+1 1+04+3+C4+1 1+C4+3+C4+1 1+C2+3+C2+1 a+C3+3+C3+1 1+C3+3+C3+1 1+C3+3+C3+1 1+C4+3+C4+1 2i0�ES ZONES 2. GLASS TYPES: A SMS' LAL41- =11g' A,.=, V8" A) � FOR tNSTAU ATION IN THE HVHZ ABOVE 36 _ HEAD & SILL rn m HEAD & SILL co B. 5118' LAMI - (118- A. 090,1/8" HS) �, GLASS TYPES G - L SHALL HAVE A C. 5/16" LAMI - (118" HS,A90,118" HS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND 1+C2+1+02+1 2 i+C2+1+C2+1 2 D. 7116 LAMt - {3/16 -A -090,W16 -A) ANCHOR QUANTITY REMAIN UNCHANGED. E. 7116" LAMI - (3116' A,.090, 3/16-14S) 1+C2+i+C2+1 3 i+C2+1+C2+1 3 F. 7/16- LAMI- (3116- HSM, 3/16 HS) 1+C2+1+C2+1 3 1+C2+1+C2+1 3 - G. 13/16- LAMI IG -1/8" OR 3/16- A (MIN.), 5116 OR 318'- SPACE, S16- LAM1- (116' A,.09CI,118" A) H.13/16" LAMI IG -1/8" OR 3116"A (MIN.), 5116' OR 3l8" SPACE, SM6" LAMI - (10 A,.OW,118` HS) 1+C2+1+C2+1 3 1+C2+1+02+1 3 1. 13116- LAW IG - a18" OR 3118' A (MIN.). SM6. OR 318" SPACE, 5116- LAMI - (118' HS..090,1/$" HS) 1+C2+1+C2+1 3 1+C2+1+C2+1 3 J. 13116' LAMI IG -118 OR 3116" A (MIN.), 3116- R 114 SPACE, 7/16- LANA - (3J1 S' A,A90, 3116" A) K 13/16' LAMI IG-1/8.OR 3116- A (AIN.), 3116- OR 114" SPACE, 7/16- LANK - (3116" Am, 3M6" HS) 1+C2+1+C2+1 3 1+C3+1+C3+1 3 L 13116" LAM IG -118' OR 3116- A (MIN_), X16" OR 114' SPACE, W16' LAMI - (3116' HS -090. 3116- HS) 3. WINDOW ANCHOR QUANT171ES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOIMNG 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C.2+1+C2+1 3 i+C2+2+C2+i 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN. GO TO NEXT LARGER WIMOW IN TABLE. 1+C2+1+C2+113 I 1+C2+2+C2}1 1+C2+1+C2+11331+C3+Z+C3+1 1+C2+2+C2+1 1+C2+2+62+1 1+C2+2+C2+i 1+C2+2+C2+1 1+C:2�+2+C2+1 1+C2+2+C2+1 1+C2+2+C2+1 1+C2+2+C2+1 1+{2+2+C2+1 1+C2+3+C2+1 1+C2+3+C2+1 1+-C3+3+03+1 1+C4+3+64+1 1+C2+3+C2+1 1+C2+3+C2+1 1+C3+3+C3+1 1+C3+3+C3+1 1+C3+3+C3+1 1+C4+3+C4+1 1+C3+2+G3+1 1+C3+2+C3+1 1+C2+3+C2+1 i+C3+3+C3+1 1+C3+3+C3r+i 1+C4+3+C4+1 1+C4+3+64+1 1+C2+4+C:2+1 1+C3+4+C 3+1 1+C3+4+C3+1 1+C4+4+C4+1 1+C5+4+C5+1 1+C2+4+C2+1 1+C3+4+C3+1 1+C4+4+C4+1 i4 -05+4+C5+1 9070 TECHNOLOGY DRIVE JG GAP TO BE TEMPS @ +30FTNOT F- NOKOMIS. FL 34M TABLE4, SELECT VAC JES DUE TO ANCHOR CAP. ADJ. p_o_ Box 15M MKOMVi. FL 3W4 HEAD & SILL: 101/2-- MAX ON EACH SIDE OF MEETING RAIL CENTEMJNE 25 314' MAX._FROM Com. JAMBS: 9- MAX. FROM CORNERS AND 22112" MAX. O.C. TABLE -KEY: O X 1+C3+4+C3+1 3 OR CXJANTITY PER .IAMB HEAD AND SILL ANCHOR QUANTITY. A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (4) ANCHORS AT FIXED SECTION. (12) ANCHORS TOTAL AT HEAD AND SILL. (3- RAIN. O.C. ANCHOR SPACING) 25 314" max. --�-� 1-- -3" RAIN. 9" REF. X O X MTG. RAIL, TYP. EXAMPLE CLUSTER W1 QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 25 314" MAX. 1 112" i---3" MIN. 9" REF. X O X MTG. RAIL, EYP. EXAMPLE CLUSTER W1 QTY. OF (4) ANCHORS ANCHORAGE SPACING, XOX (114-112-914) lm A[.iM HORIZONTAL ROLLER WINDOW,1141PA %T B``u' Iwo � NTS I 8 d 9t �-v-4127-1fl i E 000.0• •000.0 0000 0000 0000•• • - DOC" Trr vr.vi4=n • • • as conqAying with dw Florida BtaldiingCode A- �1W., i i- i 1 i,&- �11-jLYNN VICEN$ 4cc�'i No. 58705 tEl~ S ��NAt. �E�.``��` A. LYNN Mldl; . P.E P-" 58705 • 1•• 0000•• 0000•• 0000• 0000• • • 0000•• 00••00 ANCHOR QUANTITIES XOX 913-1t3-113 WINDOWS TABLES NOTES: GLASS TYPES A,B.G.H GLASS TYPES C,D,E,FJ,JA L ANCHOR TYPE 2,3. WOOD 2. CONC 1. CONC 2,3. WOOD 2, CONC I. CABG 1. ANCHOR TYPES: & SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES 1-114" ELCO TAPCONS 2 -114- ELCO SS4 CRETE -FLOC 3 -#12 STEEL SCREWS (GS) m m m m m m 2• GLASS TYPES: WINDOW SIZE HEAD & SILL 2 HEAD ;& SILL M HEAD & SILL Q HEAD & SILI. Q HEAD & SILL Q DEAD & SILL ¢ A. 5116- LAMI - (118- A,.090,1/8- A) - FOR INSTALLATION IN THE HVHZ ABOVE 30 W v B. 5116" LAMI - (118" A..090, 118- HS) FT. GLASS TYPES G - L SHALL HAVE A 413.000 x 38.375 1+C2+1+C2+1 2 I+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1 1+C2+I+C2+1 2 1+C2+1+{2+1 2 C. 5116' iA141H (V8" HS,ASO. 'U8" HS) TEMPERED H.G. CESS CAP. BOTH THE DP AND 48.000 1+C2+1+C2+1 3 i+C2+1+C2+1 3 i+C2+1+C2+1 3 I+t2+1+C2+1 3 1+C2+1+C2+1 3 1+(2++1+CZ+1 3 D. 7116" LAMA - (3116-A,.090, W16 -A) ANCHOR QUANTITY REMAIN UNCHANGED. E 7/16- LAMI - {3!'16.0,.090, 50.625 i+G2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 F. 7116" LAM! -{3(16' HS -M.. 31' 3M 1HS} 6" HS} 54.000 1.+-C2+1+C2+1 3 i+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 i+C2+1+C2+1 3 i+C2+1+C2+1 3 G.13116- LAMI IG-118.OR 3/16- A iAAHM.), 5116- OR 3V SPACE, 55116- LAW - (1/0-A,.090, 11W A) 60.000 I+C2+1+C2+4 3 1+C2+1+C1+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+G2+1 3 1+C'2+1+C2+1 31 H. 13M6- LAMI IG-118.OR 3116- A (Mild.), SK6" OR 318" SPACE, 55116" LAml - (10 A,.090.118- HS) q_000 1+C2+1+C2+1 3 1+t2+1+C2+1 3 1+C2 ►1+C2+ 3 1 }fes+1+t�2+ 3 1+(;2+1+( +1 3 1+C3+1+�3+1 3 H. 13116" LAMI IG -118" OR 3118' A (MHN.), SM6" OR 3B- SPACE, &16" LAMI - (1l$" HS„090, '118" HS) J. 13/16- LAMI IG-118.OR 3(18- A (MIN.) 3116- OR 114' SPACE, 7115" LAW -(3(16-A,.090, WIWA) 53.125 x 38.373 1+C2+1+C2+1 2 I+C2+1+(2+1 2 1+C2+1+(2+1 2 i+C2+1+C2+1 2 1+C2+1+G2+1 2 I+C2•+1+C2+i 2 I(• 13116" LAN IG - W OR 3MS" A (MIN.), 3Ti 6- OR 114- SPACE, 7116- LAN - (3116- A,MO. 3J7(- HS) 48.000 1+C2+1+C2+1 3 1+02+1+C2+1 311+C2+1+(;2+1 3 I+C2+I+C2+1 3 1 i+C2+1+C2+1 3 1+C2+1+C2+1 3 L 13116" LANAI IG -118- OR 3116- A {MIN.}, 3116- OR IIC SPACE, 7116' L.AMI - (3118- HS,A. 3(16' HS} 50.825 I+C2+1+C2+1 3 1 i+C2+I+C2+1 3 1+C2+1+C2+1 3 14,02+1+G2+1 3 1+G2+1+C2+1 3 1+C2+I+C2+1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 34.000 i+•C2+1+C2+1 3 i+C2+1+C2+1 3 I+C2+1+C2+1 3 I+C2•+1+C2+1 3 I+C2+1+(2+I 3 i+C2+1+C2+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NE)CT LARGER 1MNDM IN TABLE 60 -OW 1+C2+I+C2+1 3 i+C.2+1+C2+1 3 I+C2+1+C2+1 3 I+C2+1+C2+1 3 1+C2+1+C2+1 3 1+c3+1+C3+1 3 63.000 1+C2+1+C2+1 3 I+C2+1+C2+1 3 1+C2+I+C2+1 3 142+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 HI=ND &SILL• 25 3/4 MAX FROM SIDE OF MEETING RAIL CENTERLINEK 60.000 x 38-375 1+C2+1+C2+1 2 I+C2+1+C2+1 2 1+C2+1�+1 2 i+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+G2+l 2 4" MAX FROM JAMBS. 9- MAX. FROM CORNERS AND 22112' MAX. O.C. 48 -OW 1+C2+1+C2+1 3 1+C2+1+C2+1 3 i+C2+1+C2+1 3 I+C2+1+C2+1 3 1+C2+1+02•+1 3 I+C2+1+C2+1 3 TABLE KEY: 50.625 1+C2+1+C2+1 3 1 1•+C2+1+C2-+1 3 1 1+C2+1+C2+1 3 1+C2+1+C2+1 3 I+C2+1+C2+1 '3 i+C2+1•+CC:2+1 3 X O X 54.000 I+C2+1+C2+1 3 l+c2+i+t2+1 31 1+C2+i+C2*1 3 I+C2+1+C2+1 3 1+C2+1+C2+1 3 I+C3+1+G3+1 3 1+C3+1+C3+1 3 QUANTITY PER JAMB 60.000 I+C2-tl+C2+1 3 I+C2+1+C2+1 3 1+C2+i+C2-+1 3 1+CZ+I+C2+1 3 I+C2+1+C2+1 3 1+C3+1+C3+1 3 63 -OW 1+C2+1+62+1 3 i+C2+14,02+1 3 I+C2+1+C2+1 3 I+C3+1+C3-+1 3 1+C2+1+C+1 3 1+C3+1+C3+1 3 HEAD ATS) SILL ANCHOR RS CEN HES 66.000x 38.375 1+C2+1+C2+1 2 1+C2-+i+C2+1 2 I+C2+i+C2+1 2 I+C2+1+C2+1 2 1+C2+1+12+1 2 I+C2+1+02+1 2 A CLUSTER E IN RAI PLUS CENTERED ON EACH MEETING RAIL PLUS (1) • - 48_000 1+C2+1+C2+-1 3 I+(2+1+C2+1 3 1+C2+i+C2+i 3 I+C2+1+C2+1 3 I+C2+1+C2+1 3 I+C2+1+C2+1 3 ANCHOR AT EACH QPERABI.E VENT • •' 50.525 1+C2+1+C2+1 3 1+C2+I+C2-+1 3 I+C2+1+C2+1 31 I+C2+1+C2+1 3 1+C2+1+C2+1 3 I+C3+1+C3+1 3 PLUS (1) ANCHORS AT FIXED SECTION- . • • •. - 54MW I+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 I+C2+1+C2+1 3 I+C3+1+C3+1 3 (9) ANCHORS TOTAL AT HEAD AND SILL • • • i • • 6o.OW I+C2+1+C2+1 3 1+{3+1+C2+1 3 1+C2+1+C2+1 3 I+C3+1+C33+1 3 i+C2+1+C2+1 3 i+C3+1+C3+1 3 •'• "• - {3- RAIN. O.C. ANCHOR SPACING) .... 53.900 I+C2+1+C2+1 3 11+C2+1+C2+1 3 i+C3+1+C3+1 3 1+C3+1+C3+1 3 I+C2+1+C2+1 3 I-+C3+1+C3+1 3 74.000x 38.375 1+G2+1+C2+1 2 1-+C2+1+L2+1 2 I+C2+1+02-+1 2 1+C2+1+C2+1 2 i+C2+1+12+1 2 I+C2+1+62+1 2 25 314- MAX. •.'•..' 48.000 1+C2+1+4C2+1 3 I-+G2+1+C2+1 3 I+C2+1+C2+1 3 1+C2+1+C2+1 3 1+{2+1+C2+1 3 I+C3+1+C3+1 3 (---3- MIN- •••••• 50.625 1+C2+1+C2+9 3 I+C2+1+C2+1 3 I+C2+1+C2+1 3 1+C2+1+C2+I 3 I+C2+1+C2+1 3:1+C3+1+C3+1 3 •,• 54.000 I+C2+1+C2+1 3 I+C2+1+C2+1 3 I+C2+1+C2+1 3 1+C2+i+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 � X C7 X .•• • 60.000 I+C2+1+C2+1 3 1+C2�+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 I+C2+1+C2�+1 3 1+C3+1+C3+1 3 T •• • 63 -OW, I+C2+1•+C2+1 3 1+C2+1+C2+1 3 1+C3+1+L3+1 3 1+C3+1+(3+1 3 i+C2+1+C2+1 3 i+C3+1+Ci+1 3 vrahVRCOUCr �wdda • MTG. RAIL, TYP. as SY 84 -OW x 38-375 i+c2+1+C2+1 2 1 1+C2+1+C1+1 21 I+C2+1+G2+1 21 1+C2+1+C2+1 3 1+C.2+1+C,2+1 2 i+C2+1+c2+1 2 quadWgCode AMPLE CLUSTER WI QTY. OF (3) ANCHORS Acmpmr4 rk,krol 48.000 1+C3+1+C2+1 3 1+C2+1+C2+1 3 I+C2+1+C2+1 3 I+C2+1+C2+1 3 I+C2+1+C2+1 3 1+C3++1+C3+1 3 50.62+,x, 1+C2+1+C2+1 3 1+C2+1+02+1 3 I+C2+1+C2+1 3 1+12+1+C2+1 3 1+C2+1+02•+1 3 1+13+1+C3+1 3 (SHOWN IN TABLE KEY ABOVE) 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 i+C3+I+C3+1 3 I+C2+1+C2+1 3 l+c3+1+G3+1 3 MAMAX PS W fiO.0 I+C2-+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 4 1+C3+1+C3+1 3 i+C3+1+C3+1 3 " 1 111" TYP. 63.000 1+C3+1+C3+1 3 1+C2+1+C2-+1 31 i+C3+1+C3+1 3 1+C3+1+C3+1 4 I+C3+1+C3+1 3 I+C4+1+C4+1 4 I-3- MIN. 86.437 x 39.375 1+C2+I+C2+1 2 1+-C2+1+C2-+1 2 1 1+C2+1+C2+1 21 I+C2+1+C2+1 3 1+C2+1+C2+1 2 1+tom+1+C2+1 2 �� Oav LYAIIY 48.000 1+C2+1+ -C2+1 3 1+C2f-1+C2+1 3 1+C2+1+C2+1 3 1+G2+1+C2+i 3 1+C2+1+C2+1 3 i+C3+1+03+1 3 9"REF"g2,� O X_ �� ''L�CENSF' 50:625 I+C2+I+C2+1 3 1+C2+1+C2+1 3 I+C2+1+C2+1 3 1+tx+i+C2+1 3 I+C2+i+C2+1 3 1+C3+1+C3t1 3 P 54.000 i+C2+1+C2+1 3 i+C2+1+C2+1 3 i+C3+1+C3+1 3 I+{3+I+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 = *= No. 58705 .' 60.000 1+C2+1+C2+I 3 1+C2;1+C2*1 3 i+C3+i+C3+1 3 i+C3+1+C3+1 4 1+C3+i+C3+1 3 1+C4+1+C4+i 4 IULTG_ RAIL,. -A 16 63.000 1+C3+1+C3+i 3 1+C2+1+c2+1 3 i+C3+i;C3+i 3 1+C3+i+C3+1 4 1+C3+I+C3+1 s 1+C4+1+C4+1 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS 2 (i ,�ws, , p srA J.J. 10117111 E NOC ET HS SIFT _ � Fd RrANCHORAGE SPACING, XOX 1%3-9/3-913.......... �,; ,�,,,,� Amo rEcHna�toc�r owve . FS C� . J K X11 O IG CAP TORE TSWS':ZED +3a TNOTI� NOKOlAtS. R 3 7°" /�� S'f�N}�i �� 311mALUM. HORIZONTAL ROLLER VWNDOW, IMPACT '��.,, ,e FJC 4113JI'i7 C INMATE TA8LE5. SELECT VAWES DM TO ANCHOR CAI? ADJ. P.O. SQx Ism e.. 1 t flit � �„•„ ar n cy,.Qa a o.� Nacoa�s. F. s4Z74 Yuibly Barrer a LYM tK I FR, P.E. F.IC 212&W J.L 3f2aw FN?T1D NTS 9 a 11 41ZT-111 P_t=3t 587t?5 r ANCHOR QUANTITIES, XO & OX WINDOWS TABLE I ANCHOR TYPE 8 SUBSTRATE GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1. CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW S12E W v H Q =' Sas m Q aj UJ co(0 s m Q �� m ¢ � m ¢ � c co M Q m Q 37.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 i+C2+1 3 1+C2+1 3 1+C3+1 3 1+02+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 48.000 x 38.375 48.000 50.525 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 i+C2+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 54.000 60.000 63.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 i+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 I+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 53.125 x 38.375 48.000 50.525 54.000 60.000 63.000 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 9+C3+1 3 1+C2+1 3 1+C:2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+ai+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 9+C3+1 3 i+C2+1 3 1+a --H-1 3 1+C3+1 4 I+C2+1 3 9+C3+1 3 1+C3+1 4 1+C2+1 3 1+C3+1 3 1+C3+1 4 1+C3+1 3 1+C4+1 3 1+C3+1 4 1+C3+1 3 1+C4+1 3 60.000 x 38.375 48-000 513.625 54.000 60.000 63.400 1+C2+1 3 1+C2+1 2 2+C2+2 2 1+C2+1 3 1+C2+1 2 2+C2+2 2 1+C2+1 3 f#C2+1 3 2+C3+2 3 i+C2+1 3 1+C2+1 3 2+C3+2 3 1+C3+1 3 1+C2+1 3 2+C3+2 3 1+C3+1 3 'I+C2+1 3 2+C3+2 3 i+C3+1 4 1+C2+1 3 2+C3+2 3 1+C3+1 4 1+C2+1 3 2+C3+2 3 1+C3+1 4 1+C3+1 3 2+C4+2 4 1+C3+1 4 1 1+C3+1 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 2+C4+2 4 56.000 x 38.375 -48.000 50.625 54.000 60.000 63.000 2+C2+2 3 1+C2+1 2 2+C2+2 3 2+C2+2 3 1+C2+1 2 2+C2+2 3 2+C2+2 4 1+C2+1 3 2+C3+2 3 2+C2+2 4 1+C2+1 3 2+C3+2 3 2+C3+2 4 1+C2+1 3 2+C3+2 3 2+C3+2 4 1 1+C2+1 3 2+C3+2 3 2+C3+2 4 1+C2+1 3 2+C3+2 4 2+C3+2 4 1+C2+1 3 2+C3+2 4 2+C3+2 4 1+C3+1 3 2+C4+2 4 2+C3+2 4 1+C3+1 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 2+C4+2 4 2+C3+2 4 1+C3+1 3 2+C4+2 4 74-000 x 38.375 48.000 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C2+2 3 2+C3+2 4 50.625 54.OW 60.E 63.000 2+C3+2 4 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C3+2 3 2+C4+2 4 2+C3+2 4 2+C3+2 3 2+C4+2 4 2+C3+2 4 1+C3+1 3 2+C4+2 4 2+C3+2 5 2+C3+2 3 2+C4+2 4 2+C3+2 4 1+C3+1 3 2+C4+2 4 2+C4+2 5 2+C3+2 4 2+C4+2 5 J_J. 101171ft I E NO ( E 77ilS SHEET _ RC 1070 TECHNOLOG Y nwvE J.R. 612a ttCHOLTABLE# IG CAP TO BE +30FT NOTE NOKOMIS. a 34275 FX 4115M7TO A A SELECT VALLA S DUETOANCHOR CAF? P.O. Box 1529 nOKOMIS. FL UV4 VisiU) NOTES: 1- ANCHOR TYPES. i -114" ELCO TAPCONS 2 -114" ELCO SS4 CRETE -FLEX 3 -#12 STEEL SCREWS (G5) 2. G1,ASS TYPES: A. 5115" LAMI - (113" AM0.118- A) FOR INSTALLATION IN THE HVHZ ABOVE 30 B. 5116' LAMI - (U8" A..090, lAr HS) FT. GLASS TYPES G - L SHALL HAVE A C. 5/16- LAMI -� (1/8- HS,.090.918' HS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND D_ 7115' LAMI - (3116" A,.090, 3M6' A) ANCHOR QUANTITY REMAIN UNCHANGED. E. 7116'LAMI - (3116'A..090, 31.16" HS) F. 7115- LAMI - (3/16- HS..090, 3(16- HS) G. 13M S- LAM IG -11W OR 3/16- A (MIN. 5(15- OR 3V SPACE, 5116- LAM - (i(6' A-=, VS" A) H.13/16' LAMI IG -1/8" OR 3/18" A (MIN_). &16-, OR 318- SPACF. 5116- LAM - (118" AM, US HS) 1. 13/16- LAMI IG -118" OR'306- A (MIN.15116" OR 3V SPACE, 5/16- LAMI - (118" HS_Wo. W HS) J.13/16- LAMI IG -1/8' OR 3116- A (MIN.). 3116' OR 174' SPACE. 711W LAMI- (311(" A,.090, 3418" A) K.13(18- LAM1 IG -118' OR 3115' A (MIN.), 3(18' OR 114- SPACE, 7/18- LAMI - (3118- A..090, 3/16' HS) L 13/16- LAMI IG -118` OR 3(16- A (MIN.j 3/16" OR 114- SPACE, 7/16- LAMI - (3PI6' HS -OW. 3118' HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOM4G DIMENSIONS. FOR WINDM SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE HEAD 8. SILL: 10112" MAX ON EACH SIDE OF STING RAIL CENTERLINE 18 3/4' MAX. FROM CORNERS. JAMBS: 9' MAX FROM CORNERS AND 221(2" MAX. O.C. TABLE KEY- O X ; 12r_ --•-ANCHOR QUANTITY PER JAMS HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL (3- MIN. O.C_ ANCHOR SPACING) $ 3J4" MAX 9r REF. X_ O MTG. RAIL EXAMPLE CLUSTER WI QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 18 314" MAX. 1 112" N I----3" WN. 9' REF. X O MTG. RAIL EXAMPLE CLUSTER WI QTY. OF (4) ANCHORS 0 rANCHORAGE SPACING, OX AND XO MJVD0W,< nw ALLY HORIZONTAL ROLLER WINDOW, IMPACT f^ ..sroa tac"4 sb"t O-+tgffa lb.: HR710 NTS 10 of 71 1 4127-90 1 E FRODUC IZXWrSM as oomplyimwi&dwFhxi& No. 58705 STAi'E F S/0NA1_ JIf!,{�i �1_1_11 A_ LYt`Mt M1t�-� P.E. P.E.# 5870 f•• 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, WMUDING THE HIGH VELOCITY HURRICANE ZONE (ti's. 2) SHUTTERS AM NOT REQUIRED WHM USED IN WINDBORNE DESRI,S REGIONS_ FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. 3) FOR MASONRY APPLICATIONS IN MIAMI -RADE COUNTY, USE ONLY MIA "ADE COUNTYAPPROVED 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 2XARE 141r 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 SEALING17LASHING 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 STRUCTURAIJC•YCLE 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: DESIGN PRESSURE RATING IMPACT RATING VARIES, RATED FOR LARGE & MALL SEE SHEETS 5-9 MISSILE IMPACT RESISTANCE 3T WIDTH 26.476' MAX. Q.C. IF WIDTH IS TINDER 33.476' (HEAD & SILL 4" MAX --- —I .. r aim B_ SEF SHEFT 2 69, VISIBLE LIGHT HEIGHT (DLO) 4" MAX. - Glass Types Sheet # 1 5/16' Lauri (1/8 An - .090" PVB -118 An) 5 2 7116- Laml (3/16 An -.OW SGP - 3116 An) 8 3 7/16' Lams (3116 HS - .090- SGP - 3116 HS) 7 4 718' Lami. tG (10 An - 7116' Air -118" An -.090- PVB -1/8- An) 5 5 718" Lami. IG (1/8'T- 7/16" Air -118" An -.OW PVB -1/8" An) 8 6 718" Lami. IG (3/16' An -114' Air - 3116` An -.090" SGP - 3116" An) 9 7 718- Laud. IG (311W Ars - 1/4- Air - 3/16" HS -.090" SGP - 3(16" HS) 7 8 718- Lard. IG (3/16- T -1 /4- Air - 3116" An - .090" SGP - 3116" An) 9 9 718" Lauri. IG (3116" T -1/4" Air - 3/16- HS -.090" SGP - 3/16 HS) 7 DESIGN PRESSURE RATING IMPACT RATING VARIES, RATED FOR LARGE & MALL SEE SHEETS 5-9 MISSILE IMPACT RESISTANCE 3T WIDTH 26.476' MAX. Q.C. IF WIDTH IS TINDER 33.476' (HEAD & SILL 4" MAX --- —I .. r aim B_ SEF SHEFT 2 69, VISIBLE LIGHT HEIGHT (DLO) 4" MAX. - TYP. ELEVATION OF CASEMENT WINDOW GENERAL NOTES. -...._...._.._.._._..1 ELEVATKNd...._...-.._.....-....._._.._._ 1 GLAZING DETAILS..._..._.__...._._ 1 INSTALLATION-..-.-..-. _ 2 ASSEMBLY TUBE DETAILS......._.... 3 ANCHOR SPECIFICATIONS.........._ 4 ANCHOR QUANTITIES .........._......... 4 DESIGN PRESSURES............_...... 5-9 ASSEMBLY DETAILS/BOM. 10 6116• LAMINATED 1 GLASS STACK )(' 118' ANNEALED GLASS TYPE 1 .090' DUPONT SMACM M +11W ANNEALED GLASS 11116' GLASS BITE 7116' LAMINATED GLASS STACK 3116' ANNEALED QR wruiv I agar HEAT STRENGTHENED GLASS 31t6'ANNEALED OR HEATSTRENGTHENEC E) TERM 38 GLASS 36 11115 GLASS BITE 3 bti 32 GLASS TYPES 2 & 3 716' N= 7B' NOM. GLASS STACK 5f16' LAMINATED GLASS STACK 7,16- LAmmATED GLASS STACK I GLASS STACK 116' ANNEALED GLASS {l MW ANNEALED OR 7116'AIRSP �IM.Cm� 1WAIRWACE. 1t8'ANNFALEDOR BUTACITEM 3116'ANNEALFD TEMPERED GLASS _ GLASS USE �LNCIaR PAIR AT EACH EXTERIOR JAMB IF a HEIGHT IS 25 OR OVER l3' 14-112' MAX. O.C. IF WIDTH IS COP �'111tILi/r N,( LY, ,*�--- i * ' No. 58705 = 3 tg t3 tc1, STA E O �,"" ZONAL A. LYNN MILLER, P.E i0 ANIFALED _SSS EXTERIOR 11115 GLASS BITE ar IED GLASS SGP ANNEALED OR 11115 GLASS BITE GLASS TYPES 4 & 5 GLASS TYOES•6 & 7 718'NOLL •••••• GLASS STACK S TNATEO i GLA• • GLASS STACK • • 3116• ANNEALED OR • • • • • IW AIRSPACE EATSTRENGTHENEO GLASS • • • • • 3/16' TEMPERED .M' DUFIONT SGP • • • • • GLASS 3/16- ANNEALED OR • • -HEAT-STRENGTHENED • • GLASS ••••• EXTERIOR • • a ' • 11115 GLASS BITE • • 37 •• • 3 . 31 68 approved as GLASS TYPES 8 & 9 Florida oid Date i •• • • •• Hith am & Revised W. _ Dote Revision. b9 rai Al d2 N'rcda��' i3yJ 7�' { '- I \ I Dote: 1 ! f / � Dascription: GLAZING DETAILS i 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 f / Dote- 1/ TYP. ELEVATION OF CASEMENT WINDOW GENERAL NOTES. -...._...._.._.._._..1 ELEVATKNd...._...-.._.....-....._._.._._ 1 GLAZING DETAILS..._..._.__...._._ 1 INSTALLATION-..-.-..-. _ 2 ASSEMBLY TUBE DETAILS......._.... 3 ANCHOR SPECIFICATIONS.........._ 4 ANCHOR QUANTITIES .........._......... 4 DESIGN PRESSURES............_...... 5-9 ASSEMBLY DETAILS/BOM. 10 6116• LAMINATED 1 GLASS STACK )(' 118' ANNEALED GLASS TYPE 1 .090' DUPONT SMACM M +11W ANNEALED GLASS 11116' GLASS BITE 7116' LAMINATED GLASS STACK 3116' ANNEALED QR wruiv I agar HEAT STRENGTHENED GLASS 31t6'ANNEALED OR HEATSTRENGTHENEC E) TERM 38 GLASS 36 11115 GLASS BITE 3 bti 32 GLASS TYPES 2 & 3 716' N= 7B' NOM. GLASS STACK 5f16' LAMINATED GLASS STACK 7,16- LAmmATED GLASS STACK I GLASS STACK 116' ANNEALED GLASS {l MW ANNEALED OR 7116'AIRSP �IM.Cm� 1WAIRWACE. 1t8'ANNFALEDOR BUTACITEM 3116'ANNEALFD TEMPERED GLASS _ GLASS USE �LNCIaR PAIR AT EACH EXTERIOR JAMB IF a HEIGHT IS 25 OR OVER l3' 14-112' MAX. O.C. IF WIDTH IS COP �'111tILi/r N,( LY, ,*�--- i * ' No. 58705 = 3 tg t3 tc1, STA E O �,"" ZONAL A. LYNN MILLER, P.E i0 ANIFALED _SSS EXTERIOR 11115 GLASS BITE ar IED GLASS SGP ANNEALED OR 11115 GLASS BITE GLASS TYPES 4 & 5 GLASS TYOES•6 & 7 718'NOLL •••••• GLASS STACK S TNATEO i GLA• • GLASS STACK • • 3116• ANNEALED OR • • • • • IW AIRSPACE EATSTRENGTHENEO GLASS • • • • • 3/16' TEMPERED .M' DUFIONT SGP • • • • • GLASS 3/16- ANNEALED OR • • -HEAT-STRENGTHENED • • GLASS ••••• EXTERIOR • • a ' • 11115 GLASS BITE • • 37 •• • 3 . 31 68 approved as GLASS TYPES 8 & 9 Florida oid Date i •• • • •• Hith am & Revised W. _ Dote Revision. b9 rai Al d2 N'rcda��' i3yJ 7�' { '- Revised By: Dote: Revision: Dascription: GLAZING DETAILS Drawn $Y J ROSOWSKI 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Title: CASEMENT WINDOW DETAILS - LM & SM08/08/12 Dote- Series/diode[ CA -740 Scoie: NTS Sheet 1 OF 10 Droning No. MD-CA740-LM Rev: CERT. OF AUTH. #29296 INSTALLATION OPTION 1 EDGE INSTALLATION ANCHORS DISTANCE INTO 2X WOOD. AS REQUIRED PER TABLE 3, SHEET 4 �L EXTERIOR a ATTACHED TO FRAME JAMB tL ATTACHED TO VENT JAMB WINDOW HEIGHT VISIBLE LIGHT HEIGHT (DLO) ATTACHED TO FRAME JAMB a ATTACHED TO 1 (� Q INSTALLATION — EDGE DISTANCE OPTION 2 CONCRETE/CMU INSTALLATION ANCHORS PER ANCHOR DIRECTLY INTO MASONRY. EMBEDMENT REQUIREMENT BUCK WIDTH .. ; 'i 1/4' MAX O �• ANCHOR SHIM ATTACHED TOTym l s 16 EMBEDMENT .1 VENT SILL Ai3 EDGE -'4 4 8 32 3Z 80 DISTAl�it:>= PER • ; SUBSTRATE. \ CGC T6ATP `... �•� __ _. __ tor-�. _. JAMB HARD- WARE BUCK HEIGHT TO FRAME JAMB SHEET 4. EDGE :•: DISTANCE .• EMBEDMENT c OPTIONAL ADDON FLANGE @ HEAD. SILL & JAMBS SEE DETAn_ NOTES: Al. BEL 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 1-112' THICK ARE TO BE CONSIDERED 1X INSTAL ATIONS.1X WOOD BUCKS ARE OPTIONAL. UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE WOOD BUCKS DEPICTED AS 2X ARE 1-10 THICK OR GREATER. IX 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'. 0 ATTACHED TO FRAME SILL V ATTACHED TO VENT SILL VISIBLE LIGHT WIDTH (DLO) FOR SNUBBER REQUIREMENTS. SEE TABLE 4. SKEET 4. WINDOW WIDTH HORIZONTAL SECTION A A INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO (METAL. #'12 STEEL SELF -DRILLING SMS. SEE TABLE 3. SHEET 4. DADEAPPROVED MULLION. ALUMINUM. STEEL. FRAMING OR r STEEL STUD. a =44" —.—I I--- 10' MAX. DET A SEE DETAIL A2, BELOW A2 AddRiond Anchors Regvirod on each Side of the Fmme Assembly Tube (FAT) EGRESS FORMULAS: Anchor Type V"h A B.C&D 1T-22.9• WIDTH, WASH HINGE: WINDOW WIDTH -13-112 0 I 23' - 25.9' 0 1 RTES WIDTH. EGRESS HINGE: WINDOW WIDTH - 7-112 1 1 Q / Anchor Type 1) WHEN INSTALLING COMBINATION UNITS. HEIGHT_ WINDOW HEIGHT- 6 A S. C 8. D / 0 0 ADOMNAL INSTALLATION VISIBLE LIGHT FORMULAS: 10' MAX y� 26'+ 1 1 ANCHORS MAY NEED TO BE WIDTIt WINDOW WIDTH - 7 INSTALLED THROUGH THE HEIGHT- WINDOW HEIGHT - 7 WINDOW FRAMES AT IW MAX. FROM EACH SIDE OF THE FRAME i I ASSEMBLY TUBE CENi"ERL[3iiE. • • • • I _ / SEE TABLE BELOW. • • • • • • • —.—I I--- 10' MAX. DET A SEE DETAIL A2, BELOW A2 AddRiond Anchors Regvirod on each Side of the Fmme Assembly Tube (FAT) Wrnd0W Anchor Type V"h A B.C&D 1T-22.9• 0 0 0 I 23' - 25.9' 0 1 28'; 1 1 Q V*1dow Anchor Type �+ Ho W A S. C 8. D i7' - 22.8• 0 0 0 •� 23` -25.9" 0 1 y� 26'+ 1 1 as complyba with the 19 84 1X WOOD��, Revised By. Date: Revision: SUCKSTR�. �� O&AN LYNAI �/ � -1 Dade Product SEE NOTE 2.�� THIS SHEET. •' • Revised By: Date: Revision: U4' MAX SHIM r _ NO.187OS • * _ F CONCRETE r °" EMBEDMENT ,� =. 3 t !�� CROSS SECTIONS & INSTALLATION J ROSOWSKI PER ANCHOR s. O� . STA Ei 1�: 1070 TECHNOLOG`f ORNE Trtte Dote: REQUIREMENT .:... i '•.'�<OR10P.•' ��: N. VENICE. FL 34275 CASEMENT WINDOW DETAILS - LM & SM 08108!12 INSTALLATION OPTION 3 ,`SS�� ..... tiG�P.O. BOX 1529 INSTAL[ATIONANCHORSTHROUGH VERTICAL SECTION B -B ��/fill �A�-t,,,\ NOKo�+Is. FL 34274 sed-/tdode;: state: street Drawing Iva. Rev: 1X BUCKSTRIP-WrOMASONRY. -- - A LYNN I�R! ER P•E CERT. OF RUTH. 129296 -CA-740 NTS 2 OF 10 M D-CA740-LM P.E.# 58705 CASEMENT (X) WINDOW HEIGHT WINDOW WIDTH 740 SERIES CASEMENT WINDOW EXTERIOR ID FOR SINGLE UMTS: 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 DESYGNPRESSURE (PS9 FOR SINGLE WINDOWS, ALL ANCHOR GROUPS". 4) DIMENSIONS SHOWN ARE TiP-TO-TIP. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 5) USING THE TABLE LABELED •AINDOWANCHORS REQUIRED' (TABLE 2, SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEDED 1N THE HEAD, SILL AND JAMBS OF YOUR WINDOW. 6) INSTALL AS PER THE INSTRUCTIONS ON SHEET 2. CASEMENT/CASEMENT(M) FIGURE 1: .- _�---1. [-+-- IT, SEE NOTE 7, THIS SHEET --, I 740 r I I� 740 SERIES FRAME SERIES CASEMENT ASSEMBLYCASEMENT WINDOW TUBE WINDOW CASEMENT WINDOW J j ASSEMBLY WINDOW r EXTERIOR HORIZONTAL SECTION C -C a WINDOW f CASEMENT) MAY BE ATTACHED TO SPACING AND QUANTITY AS THE r Hellin M SEE NOTE 7, THIS SHEET MIN- # 12 X 1' SMS THROUGH INSTALLATION HOLES AWNING / CASEMENT/ FIXED CASEMENT (XXO) FIGURE 2• 740 SERIES AWNING i WINDOW MIN. # 12 X 1" SMS THROUGH INSTALLATION HOLES i r 1) DIMENSIONS SHOWN ARE INS ^� ASSEMBLY a 740 SERIES 740 SERIES CASEMENT EXTERIOR FRAME CASEMENT WINDOW J j ASSEMBLY WINDOW �J EXTERIOR HORIZONTAL SECTION C -C a `740 SERIES FIXED WINDOW'` r l 'SEE PRODUCTS NOA FOR L5 INSTALLATION SPECS Approved as Florida VoW FRAME ASSEMBLY TUBE NOTES: D FRAME 1) DIMENSIONS SHOWN ARE 4) FRAME ASSEMBLY TUBE TO BE ^� ASSEMBLY a INDIVIDUAL WINDOW. FOR SIZES NOT TUBE SHOWN, ROUND UP TO THE NEXT 0 0 D \ DIMENSION SHOWN ON THE TABLES. 740 SERIES CASEMENT --► � METAL SCREWS. USE THE SAME WINDOW f CASEMENT) MAY BE ATTACHED TO SPACING AND QUANTITY AS THE r Hellin ►-E ALL WINDOWS. USE THE WINDOWS FRAME FRAME NOA FOR ANCHORAGE, SIZE AND 23' - 25.9' —� ASSEMBLY DESIGN PRESSURE LIMITATIONS. TUBE �-E TUBE 3) ALL WINDOWS IN THE `740 SERIES FIXED WINDOW'` r l 'SEE PRODUCTS NOA FOR L5 INSTALLATION SPECS Approved as Florida VoW FRAME ASSEMBLY TUBE NOTES: S09 of the Frame Assembly Tube (FAT) 1) DIMENSIONS SHOWN ARE 4) FRAME ASSEMBLY TUBE TO BE TIP -TO -TIP DIMENSIONS FOR EACH a INDIVIDUAL WINDOW. FOR SIZES NOT FASTENED TO WINDOW. AS SHOW IN SHOWN, ROUND UP TO THE NEXT 0 0 AVAILABLE WiDTH OR HEIGHT DETAILS, WITH MIN. #12 X V SHEET DIMENSION SHOWN ON THE TABLES. 0 1 2) ANY 740 -SERIES PRODUCT METAL SCREWS. USE THE SAME (CASEMENT. AWNING OR FIXED r- CASEMENT) MAY BE ATTACHED TO SPACING AND QUANTITY AS THE Hellin THE FRAME ASSEMBLY TUBE FOR ALL WINDOWS. USE THE WINDOWS FRAME 0 0 NOA FOR ANCHORAGE, SIZE AND 23' - 25.9' —ASSEMBLY DESIGN PRESSURE LIMITATIONS. TUBE CO 3) ALL WINDOWS IN THE 1 " 0 a COMBINATION UNIT MUST BE ABLE TO o MIN. # 12 X IN AA 63- FLANGED WINDOW) OR BE INDIVIDUALLY COMPLY WITH THE REQUIREMENTS OF THEIR 1" SMS USED IN TEE OR CROSS RESPECTIVE NOA. THROUGH 740 SERIES EXTERIOR FIXED CASEMENT WINDOW FOR EACH WINDOW iN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL. SECTION D -D VERTICAL SECTION E -E 1) DETERMINE EACH INDIVIDUAL WINDOW TYPE. SIZE AND GLASS MAKEUP, SEE FIGURES 1 & 2. THIS SHEET. DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. 2) FROM SHEETS 55-9, FIND THE SHEET FOR YOUR GLASS TYPE. 3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED DESIGN PRESSURE (PSF) FOR WINDOWS ATTACHED TO A VERTICAL FRAMEASSEMBLY TUBE' OR DESIGN PRESSURE (PSI-) FOR WINDOWS ATTACHED TO A HORIZONTAL FRAME ASSEMBLY TUBE ; DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED. THIS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY, AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY. DIMENSIONS SHOWN ARE TIP -TO -TIP. FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 4) USING THE TABLE LABELED 'IMNDOWANCHORS REQUIRED- (TABLE 2, SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YOUR WINDOW. 7) FOR ALL COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 1(' MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTER' INE-SEE.TABLESELOW Addlt wW Anchors Requited an each S09 of the Frame Assembly Tube (FAT) 4) FRAME ASSEMBLY TUBE TO BE 740 SERIES a 740 SERIES FASTENED TO WINDOW. AS SHOW IN AWNING 0 0 CASEMENT DETAILS, WITH MIN. #12 X V SHEET WINDOW' 0 1 > METAL SCREWS. USE THE SAME 1 1 r- Window SPACING AND QUANTITY AS THE Hellin FRAME OPPOSITE FRAME MEMLBER. FRAME 0 0 ASSEMBLY 23' - 25.9' —ASSEMBLY TUBE 5) THE FRAME ASSEMBLY TUBE MAY TUBE NOT EXCEED 62" iN LENGTH (AS USED MIN. # 12 X IN AA 63- FLANGED WINDOW) OR BE 1" SMS USED IN TEE OR CROSS 740 SERIES THROUGH CONFIGURATIONS. CASEMENT INSTALLATION WINDOW HOLES 6) THE FRAME ASSEMBLY TUBE 1S NOT REQUIRED TO BE CLIPPED TO THE SUBSTRATE. ALL EXTERIOR JOINTS TO BE SEALED BY INSTALLER 740 SERIES EXTERIOR FIXED CASEMENT WINDOW FOR EACH WINDOW iN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL. SECTION D -D VERTICAL SECTION E -E 1) DETERMINE EACH INDIVIDUAL WINDOW TYPE. SIZE AND GLASS MAKEUP, SEE FIGURES 1 & 2. THIS SHEET. DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. 2) FROM SHEETS 55-9, FIND THE SHEET FOR YOUR GLASS TYPE. 3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED DESIGN PRESSURE (PSF) FOR WINDOWS ATTACHED TO A VERTICAL FRAMEASSEMBLY TUBE' OR DESIGN PRESSURE (PSI-) FOR WINDOWS ATTACHED TO A HORIZONTAL FRAME ASSEMBLY TUBE ; DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED. THIS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY, AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY. DIMENSIONS SHOWN ARE TIP -TO -TIP. FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 4) USING THE TABLE LABELED 'IMNDOWANCHORS REQUIRED- (TABLE 2, SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YOUR WINDOW. 7) FOR ALL COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 1(' MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTER' INE-SEE.TABLESELOW Addlt wW Anchors Requited an each S09 of the Frame Assembly Tube (FAT) Window Anchor Type a Width A 8, C 8 D 17'-22.T 0 0 Z m 23"-25.9' 0 1 > 26"+ 1 1 r- Window Anchor Type Hellin A 8'C&0 17'-22.9' 0 0 23' - 25.9' 0 1 26"+ 1 1 wM Llta� r O I` t!1 2 U 06 c r a� 0 J a r p r J LL fico LU y O 0 6 z 2 Z LU v 2 % Q' 0 to •�ct,� o Q••• • � N �M M _j LA- 3f Z c, a i 2 ~>p.`1 n Z Ld oz w v LYNN XyGENSS ' .p ' No. 58705 to ST TE OF �L!/` �.�`� A!L`MO 1h�A i PEA58705 TABLE 3: Group Anchor Substrate Min. Min. Edge O.C. Distance DKstsnce Md Embedment Anchor Plate Required? 14' steel Uttracon Hollow Block Window Anchors Required 6' 1-1/4" No A 014, steel SMS (GS) or#14, 410 SS SMS S. Pine 5/8" 1" 1318" No 6063 TS Alum. 318' 5/8" Obi No A36 Steel 3f8" 5/8 0.050 No A653 Stud, Gs. 33 318' 518' .035', 20 Ga. NO Windrnv Width Din) 912, steel SMS (G5) or#12, 410 SS SMS S. Pine 5/8" under 23' . 25.15116' 27-3t4' 30' 334112' W. 3rr Anchor Group Angor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A 8 C & D A 8 C&D A B C&D A 8 JC&D A 8 C&D A B C&D A B IC&D 6063-TS•Alunr. We" SIS .050" 23' Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 Yes under HWIS6 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 1" 25-15f16' Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 5 1-314" Head/Silt 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 3"8" Jam 4 4 4 4 4 1 4 4 4 1 4 4 4 4 4 4 4 4 4 4 1 4 4 4 Head/8ili 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 6 4 4 6 4 4 6 4 4 6 4 4 6 4 6 6 4 Head/SB 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 c Jamb 4 6 4 4 6 4 4 6 4 4 6 4 6 6 4 6 6 4 8 6 4 Head/Sil 2 2 2 2 2 2 2 1 2 2 2 3 2 3 3 2 3 3 3 3 4 3 Jamb 6 6 4 6 6 4 6 8 4 6 8 4 6 8 4 6 8 4 6 8 1 4 Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 63" Jamb 6 6 6 6 8 6 6 a 6 6 8 6 6 a 6 6 8 6 6 8 8 Head= 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 7Z' Jam 6 8 6 6 8 6 a a 6 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 7T Jamb 6 8 8 8 8 6 8 10 6 8 10 6 a 10 6 8 10 6 8 10 6 Hesd=l 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3- 3 3 3 3 3 Jamb 8 2 8 2 6 2 8 2 10 2 6 2 8 2 10 2 6 2 8 10 2 3 6 2 8 2 10 3 6 2 HeadfSS TABLE 3: Group Anchor Substrate Min. Min. Edge O.C. Distance DKstsnce Md Embedment Anchor Plate Required? 14' steel Uttracon Hollow Block 1' 6' 1-1/4" No A 014, steel SMS (GS) or#14, 410 SS SMS S. Pine 5/8" 1" 1318" No 6063 TS Alum. 318' 5/8" Obi No A36 Steel 3f8" 5/8 0.050 No A653 Stud, Gs. 33 318' 518' .035', 20 Ga. NO 8 912, steel SMS (G5) or#12, 410 SS SMS S. Pine 5/8" 1' 1318" No 6063-TS•Alunr. We" SIS .050" No A36 Steel 318" 518" .050" No A653 Stud, Gr. 33 3/8' 5/8 .035", 20 Ga. No 1/4' steel Ultracon 2.85k Concrete 21/2' 4" 1-3g" No 2.85k Concrete 1" d' I34' No Hallow Block 2-112' 5' 1-114' No C 912, steel SMS (G5) or#12, 410 SS SMS S. Pine 5/8" 1" 1-318" Yes 6063-T5 Alum. 3f8 518" 1116" Yes A36 Steel 318" 518' .05(r Yes A653 Stud, Gt 33 318' 518" .045", 18 Ga. Yes #14, sled SMS (G5) or#14, 410 SS SMS S. Pine 518" 1' 1318' Yes 6063-T5 Alun. 3/8" 518' 1116" Yes A36 Sled 318 5W .050" Yes A653 Stud, Gr. 33 3/8' 51W .045", 18 Ga. Yes 0 1/4' steel Ultracon 2.85k Concrete 1" 4" 1314" Yes 2.85k Concrete 2412" 4" 1-318" Yes Hollow Block 2-1/2' 5" 14/4" Yes Filed Block 2-11T 4" 1-314* Yes 114' 410 SS CreteFtex 3.35k Concrete 1" 5' 13/4' No Hollow Block 2-1/2" 5" 1414" No 5116' sled Ultrecon 3.5k Concrete 1414" 5 1-314" No Hollow Block 3-1/8' 5" 1-114" NO Filled Block 2-1122" 5" 1314" NO NOTES: 1) ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. -2) ANCHORS MAY BE HEXHEAD, PANHEAD OR FLATHEAD.--- --- Jamb LATHEAD.— ----- Jamb Snubber Locations ,,�� LYNN AfZ Glass Type: PVB SGP * (types 1, 4 & 5) (Types 2, 3 & 6-9) IT max. from STATEOF FLORWOQ ��. '�css�oi�ri�i.-F�'c` 63, and None each end & 30' A LWN ULLER, P.E. less Required max O.C. �i 17 max. from 12' max. #vm owr63" each end & 3(r each end & 30" max O.C. max O.C. 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 NEXTAVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. EXAMPLE 1: FOR WINDOW COMBINATION SHOWN BELOW; 711T ANNEALED SGP LAM. GLASS. 114' MASONRY ANCHORS INTO CONCRETE, +701- 80 PSF DP REQUIRED, NO ANCHOR PLATE CASEMENT ANCHORS: A) FROM TABLE 9, ANCHORS C & D ALLOW A DP OF +701-90. 8) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HASTHE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. C) FROM TABLE 2, 6 ANCHORS ARE REQUIRED IN EACH JAMB. D) SIMILARLY, 2 ANCHORS ARE REQUIRED IN THE HEAD & SILL E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. F) PER RULES ON SHEETS 2 &-3. INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE SIDE OF THE AWNING (HEAD & SILL). . FIXED CASEMENT ANCHORS ( SEE SEPERATE NOA): A) FROM TABLE 9, ANCHORS. C & D ALLOW A DP OF +701-83.1. 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. 61 D) SIMILARLY, 3 ANCHORS ARE REQUIRED 114 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). SAMPLE CONFIGURATIONS: 4pprovcd as Florida )laid v r CD OO OD O r, # -+-- 25' ' 217' -- r 20' 48 with ap 06 J r W 0 n z z W 2 W ►i .J I 0 d' i~ zV c� a � o 2 0 O v - LL m O > ••, �¢cevo to McM o x zoo. :C'0 vzm w o !-> 0-Y oZ z z •• 3.25" ,,�� LYNN AfZ �WCENSF } * No. 58705 4"-�'� � STATEOF FLORWOQ ��. '�css�oi�ri�i.-F�'c` A LWN ULLER, P.E. REX58'705 - _ TARLE 5 - TABLE 6 - FOR GLASS TYPES: 1) 5116" LAMI (1/8 AN - .090' PVB -1/8 AN) 4) 718" LAMI. IG: (118" AN - 7116" AIR -1/8' AN - .090" PVB -1/8' AN) WINDOW HEIGHT f -4 WINDOW mam SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. JJ o under 23' Design Pressure (psf) for Single Wi mows, AN Anchor Groups Window Wath 25-15118' 27-3/4' 30* 33112' 35' 3i' Design Pressure (psi) for Windows Attached to a Horizontal Frame Assembly Tube under 23" +701-90 +70140 +701-90 +701.90 +70f-90 +701-90 +70f-90 � r 0 o ADDITIONAL +701-90 +701.90 +701-90 +701-+9D +70190 +701-90 +701-90 Cia 38-318 +70190 +701-90 +701.80 +701-90 +701-90 +71}/.90 +701-90 35 48' +701-9D +701-W +70190 +70/430 +701-90 +701-90 #70/•91 x 5D-518' +701.80 +70190 +701.90 +70190 +70%90 +701-90 +701-89.2 33112- SIP +701.90 +7019D +701-+90 +701-88.5 +701-80.8 +70177.7 +7W-74.3 sS 63" +701.90 +70140 +70180 +701-84.3 +70176.5 +701-73-7 +701-70.1 Anchor Group 72' +70190 +701-87.2 +70177.7 ;60/71.5 +601-62.4 +6Q/- 60.9 +1-59.3 B 76" +70190 +70%84.6 +701-75.7 +1-67.3 41-58.9 +1-57.2 +1-65.6 A,C&D 84" +701-+30 +70190.4 +701-71.3 +6D1-61.1 +1-64.2 +7090 +701-90 TABLE 6 - FOR GLASS TYPES: 1) 5116" LAMI (1/8 AN - .090' PVB -1/8 AN) 4) 718" LAMI. IG: (118" AN - 7116" AIR -1/8' AN - .090" PVB -1/8' AN) WINDOW HEIGHT f -4 WINDOW mam SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. JJ o FRS 0 a, w aCO LijO J Design Pressure (psi) for Windows Attached to a Horizontal Frame Assembly Tube c Design Pressure Los[) for Windows Attached to a Vertical Frame Assembly Tube 0 U 10' MAX. 0 a • :0 > � r 0 o ADDITIONAL 0 0 [VZ�� Q r � L r` 04 TABLE 7f o FRS 0 a, w aCO LijO HEIGHT Design Pressure (psi) for Windows Attached to a Horizontal Frame Assembly Tube ASSEMBLY Design Pressure Los[) for Windows Attached to a Vertical Frame Assembly Tube TUBE 10' MAX. 6_4 �1413 • :0 > g ADDITIONAL 0 0 Window Width ANCHOR �Z L r` WINDOW WIDTH • Cia Z Window vlrrdth - 27-314' 30' 33-112 35 E32 6M �> C/> 37' •• n X Z Anchor Group Anchor Group under 23' Anchor Groin Anchor Group 25-15116" Anchor Group 27.314" 30" Anchor Group 33112- 35" AN 37" All B A.0&D A Anchor Group C&D A Anchor Group C&D Anchor Group Anchor GroW Anchor Group +701-90 Anchor Group Anchor Group +701-82.1 +701-90 A B C D A B C&D B A C&D B A,C&D A B C&D B A,C&D B A,C&D +70/-84 under 23' +701-90 +701-90 +7090 +701-90 +70190 +7&-90 +701-90 +70190 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +70190 +701-90 g 25-15116" +701-90 +701.90 +70190 +701-9D +701-90 +711'-90 +70190 +701-90 +70190 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701911 +701-90 +701-90 +70190 38318" +70190 +701-71.6 +70190 +70190 +701-81 +70190 +701-90 +701-90 +70190 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +70190 +701-90 +701-90 +7(k1-74.3 48" +70173.1 1 457.3 +701-90 +701-90 +1-64.8 +701-90 +701-90 +701-90 +70190 +701-87.8 +701-90 +70190 +701-78.8 +701-90 +70f-90 +7019D +701-88.9 +701-9D V 50518" +159.3 +194.3 +70-90 +701-90 +1.81.4 +70'90 +701-90 +711190 +70190 +701-83.2 +701-90 +701-90 +70174.6 +701-9D +701-89.2 +701-90 +701-84.3 +701-89.2 +1.67.2 60" +1.58.5 +1-45.8 +701-84.7 +70190 +151.8 +701-81.2 +701-90 +70175.9 +701-90 +701-702 +70'-88.5 +701-80.3 +1-629 1 +701-80.6 +70175.2 +701-77.7 +70171.2 +70174.3 63" +1.55.7 +143.6 +701-80.7 +701-825 +149.3 +701-77.3 +701-90 +70'-723 +70'-90 +1-66.9 +70'-84.3 +70176.5 1 +1.59.9 +701-76.5 +70141.6 +701-73.7 +1-67.8 +70170.1 TABLE 7f NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. WINDOW o FRS 0 a, w aCO LijO HEIGHT Design Pressure (psi) for Windows Attached to a Horizontal Frame Assembly Tube ASSEMBLY `��di, as TUBE 10' MAX. 6_4 �1413 • :0 > g ADDITIONAL 0 0 Window Width ANCHOR �Z L r` WINDOW WIDTH • Cia Z under 23' 25-15MW 27-314' 30' 33-112 35 E32 6M �> C/> 37' •• n X Z Anchor Group Anchor Group Anchor Group Anchor Groin Anchor Group • Anchor Group > az Anchor Group AN AN AN All B A.0&D A B C&D A 8 C&D under 23' +701-90 +701-90 +701-90 +701-90 +701-82.1 +701-90 +701-90 +70%78.5 +701-90 +701-9D +701-74.3 +701-9D 25-15116' +701.80 +70/90 +70%90 +701-9D +701-90 +70190 +701.88.8 +70/.8D +701-90 +70/-84 +70190 +70190 38-318' +70190 +70190 +701-90 +70190 +7019D +701-90 +70190 +101.80 +70/-90 +70/-90 +70190 +7(Y-90 48' +701.90 +701-90 +70190 +701-90 +701-90 +70190 +701-90 +70190 +701-0 +701-90 +70f 9D +701-96 x 505/8 +70190 +70190 +70190 +701-90 +70190 +70190 +701-90 +70190 +70190 +701-89.2 +701-89.2 +701-892 60" +70140 +70190 +70190 +70188.5 +701-80.6 +701-80.6 +701-77.7 +70177.7 +701-77.7 +70174.3 +7(k1-74.3 +70174.3 63" +701-90 +701-80 +70/-90 +701-64.3 +701-76.5 +701-76.5 +70173.7 +701-73.7 +70%73.7 +701-70.1 +70/70.1 +70170.1 72 +701.00 +701-87.2 +70177.7 +70171.5 +601-62.4 +601-62.4 +801-80.9 +6D/-60.9 +601.50.9 +1-59.3 +/59.3 +1.59.3 75 +70190 +70f-84.6 +70175.7 +/-67.3 +14.8.9 +/-68.9 +1.67.2 +197.2 +1-572 +155.6 +/-55.6 +1.15.6 84" +70490 +70%80.4 +70171.3 +601-62.1 +154.2 +1.64.2 NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. WINDOW o FRS 0 a, w aCO LijO HEIGHT IL �,0 6i co ASSEMBLY `��di, as TUBE 10' MAX. 6_4 �1413 • :0 > g ADDITIONAL 0 0 • • ANCHOR �Z L r` WINDOW WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. 13 m p W SJ ••s•3to • 040906 o V_ o as 0 a, w aCO LijO V14 '_J Q w o IL �,0 6i co TUBE `��di, as No. 58705 • 6_4 �1413 • :0 > g • 0 0 • • � �Z A. LYNN MIL ER. P.E. • Cia Z • • • • • www E32 6M �> C/> • •• n X Z I= i t • •••• > az 13 m p W SJ ••s•3to • 040906 a••• o � iiQ ;'(�•v- • • TUBE `��di, as No. 58705 • 6_4 �1413 • :0 > g • 0 0 • • in ds 8 r4 ,no ,&IONAL A. LYNN MIL ER. P.E. • • c� 9 (i - -r O x LL iv mvi Q E32 6M �> i1- n X Z I= i t SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET -3 FOR7AW--ADI iTiONALANCHORS REQUIRED FOR THE FRAME ASSEMBLY .,....., ./�i�� TUBE `��di, No. 58705 6_4 �1413 '• STATE OF10 ,&IONAL A. LYNN MIL ER. P.E. PEA 58705 TART F A - Teo( c e- V41NDCYW HEIGHT I WIND= WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. FOR GLASS TYPES: 2) 7/16' LAMI (3/16 AN - .090" SGP - 3/16 AN) �� ,i� . •. under 23' Design Pressure (pso for Single Wnrndows, AN Anchor Groups Window Wi ith 25-15118" 27314' 3W 33-112' W 37' TI OM i tEE-FRAMEASS TUBE�10ENgF' under 23" +901-130 +W-130 +W -13D +901-13 +901-130 +90+-130 +901130 Windw 25.15116" +901-130 +90f-130 +901-130 +901-130 +901-130 +9W-130 +90r-130 25-151 15' 38.318' +901-130 +901-130 +90f-130 +901-130 +901-130 +901-130 +901-130 0 vZ 48" +901-130 +901--130 +M-130 +90%130 +901-130 +901-13D +9W-130 Anchor Group 50518" +901-130 +901--130 +901-130 +901-130 +901-13 +W-130 +9-130 AN 60" +901-130 +901-130 +900-130 +901-130 +901-130 +W-130 +901-130 37" 63' +901-130 +901-130 +901--130 +901-130 +901-130 +9W-130 +901-129.6 +7(Y-78.5 72" +901430 +901-130 +901430 +901-130 +901-129.1 +901-122.5 +9X--113.8 Anchor Group 76" +M--130 +W -1W +901-130 +90)_130 +901-124.1 +W-118.7 +9W-107.8 B W. +901-130 +901-130 +9W-130 +901-130 I +901-11&.4 8 C&O Teo( c e- V41NDCYW HEIGHT I WIND= WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. FOR GLASS TYPES: 2) 7/16' LAMI (3/16 AN - .090" SGP - 3/16 AN) �� ,i� TART F In - . •. 3 o ---j• Design Pressure (pst) for Windows Attached to a Horizontal Frame Assembly Tube TI OM i tEE-FRAMEASS TUBE�10ENgF' `�• �pl� • ...•..., , F.p Design Pressure (psQ for Windows Attached to a Vertical Frame Assembly Tube y • No. 58705 Windw Width 13cY= W� ' STATE OF ((/ • �• of 0C4ODN .d. • under 23" 25-151 15' 27-314' 30' 33-112" 35" Window Wirth • J JotLxu.. 37" 0 vZ .R Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group C:) U Z O0 under 23" r 25-15116" AN 27-314' AN 30" A, C& O A 33112" C& D 35' f5- C& O 37" urncW 23' +7&-90 +701-90 +701-90 Anchor Group +701-821 +701-90 Anchor Group +7(Y-78.5 AnchorGroup +70190 Anchor Group +701-90 Anchor Grasp 255-15116' Anchor Group +701-90 Anchor Group +70190 +70190 +70/-90 A B C D A B C&D 6 A,C&D A 8 C&D A 8 C&O B A,C&D A B C&D +70190 under 23" +701-90 +701-90 +701-90 +701-90 +701-90 +70590 +70190 +701-90 +701-90 +70190 +70'-90 +701-90 +70!-90 +70190 +701-90 +701-90 +701-90 +701-90 +70190 +701-90 +7DJ-90 25-15116" +701-90 +701.90 +70190 +701-90 +70190 +701-90 +70190 +701.90 +705-90 +701-90 +70Y-90 +701-90 +70E-90 +7x90 +70'-90 +701-90 +701-90 +701-90 +701.90 +701-90 4M 38318" +701-90 +7U-71.6 +701-90 +701-90 +701-81 +70190 +70190 +70190 +701-9D +701-90 +70190 +701-90 +70E-90 +701-90 +701-90 +70190 +701-9D +701-90 +701-90 +701-90 +701-90 48" +701-73.1 +1-57.3 +701-90 +701-90 +1-64.8 +701-9D +701-90 +701-90 +70190 +701-90 +70197.8 +70190 +701-90 +701-90 +701-9D +701-90 +70190 +701 +70'-88.9 +701-90 _ 50-518" +1-69.3 +1-59.3 1 +70190 +70190 +1-61.4 +701-90 1 +70190 +701-90 +70'-90 +701-90 +70i-83.2 +701-90 +70190 +701-90 +70190 +701-892 +701M +701-90 +701-84.3 +70190 Or +1-58.5 +/-45.8 +701-84.7 +701 90 +1.51-8 +701-81.2 1 +701-90 +70E-75-9 +701-90 1 +701-89.6 +701-70.2 +701-90 +701-80.3 +701-78.6 +701-90 +70175.2 +701-90 +701-90 +70'-71.2 +701-90 63" +1-55.7 +1-43.6 +701-80.7[+701-89.E5, +1-49.3 +7V-77.3 +70190 +701-72.3 +70'-90 +701-85.3 +1-88.9 +70190 +701-76.5 +70174.9 1 +701-90 +701-71-6 +701-90 +701.86.5 +1-67.8 +701-90 TART F In - NOTES - 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. VnNDOW FRAME HEIGHT ASSEMBLY TUBE III" MAX ADDITIONAL ANCHOR (41 IF REQ. "IDOW - 1MDTH SEE SHEETS i & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE !v %ith the . •. 3 o ---j• Design Pressure (pst) for Windows Attached to a Horizontal Frame Assembly Tube TI OM i tEE-FRAMEASS TUBE�10ENgF' `�• �pl� • ...•..., , F.p y • No. 58705 Windw Width 13cY= W� ' STATE OF ((/ • �• of 0C4ODN .d. • under 23" 25-151 15' 27-314' 30' 33-112" 35" Q • J JotLxu.. 37" 0 vZ .R Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group C:) U Z O0 Anchor Group r At AN AN AN 8 A, C& O A B C& D A f5- C& O 0 urncW 23' +7&-90 +701-90 +701-90 +701-90 +701-821 +701-90 +7(Y-90 +7(Y-78.5 +701-90 +70190 +701-743 +701-90 255-15116' +701--90 +701-90 +701-9D +70190 +70190 +70/-90 +701-88.8 +70190 +701-90 .+701-84 +70190 +701-90 38-318" +70190 +701-90 +701-93 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +741-90 +70190 cis A8" +705 - +jai 90 +70/ 94 +70f-90 +70190 +705 9ti +70' 9D +70190 }70T-90 - +70T 9D +7W40 +701-g0 T 50.518" +70'-90 +701-90 +701-90 +70V-90 +7DJ-90 +70'90 +701,90 +701-9D +70190 +74190 +701-90 +70!-90 60" +70'-90 +70190 +70190 +701-90 +701-90 +701-90 +70f-90 +701-90 +701-90 +701-90 +701-90 +701-90 63" +701-90 +701-90 +701-90 +701-90 +701-90 +705-90 +701-90 +701-90 +701-90 +701-90 +701.90 +70'--90 72" +701-90 +701-90 +701-9D +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +70190 +70190 +701-90 76' +701-90 +701-90 +701-9D +701-90 +701-90 +701-90 +7(Y-90 +701-9D +70190 +701-90 +761-90 +701-90 84" +701-90 1 +701-90 +701-90 +701-90 +70190 +7(Y-90 NOTES - 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. VnNDOW FRAME HEIGHT ASSEMBLY TUBE III" MAX ADDITIONAL ANCHOR (41 IF REQ. "IDOW - 1MDTH SEE SHEETS i & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE !v %ith the G, . . •. 3 o ---j• oX1 _ 4g.. 4. TI OM i tEE-FRAMEASS TUBE�10ENgF' `�• �pl� • ...•..., , F.p ' " • No. 58705 =-o ��Ik 13cY= W� ' STATE OF ((/ • �• of 0C4ODN .d. • ; ONAL %E,t`'� to z° d q Q • J JotLxu.. K• 0 vZ 3 p� =UO3y Q N C:) U Z O0 4 O r C0 ..! 0 LL o z Z o Q ..Q 0 0� W a W o A� Cl) 0 o E-• y Z Z Cn • • Y •hM• W �..... •M• a • 0000>• • •• ••US 0 `VLr1 W G, . . •. 3 o ---j• oX1 _ 4g.. 4. TI OM i tEE-FRAMEASS TUBE�10ENgF' `�• �pl� • ...•..., , F.p ' " • No. 58705 =-o ��Ik 13cY= W� ' STATE OF ((/ • �• of 0C4ODN 4 • ; ONAL %E,t`'� a P.EA 59705 • • J JotLxu.. _ =UO3y Q U Z O0 4 O Y>ccY o z Z Cr SEE SHEETS 1& 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS -RECMU;tED-FOR --Y -- l l t '- 11 4 1-Y.NM '/z Mlj TI OM i tEE-FRAMEASS TUBE�10ENgF' `�• �pl� • ...•..., , F.p ' " No. 58705 =-o ��Ik 13cY= W� ' STATE OF ((/ 0 ; ONAL %E,t`'� A. LYNN MKIEA, P.E. P.EA 59705 TABLE 11• TAMS C 47 - FOR GLASS TYPES: 3) 7/16" LAMI (3/16 HS -.090- SGP - 3116 HS) 7) 7/8" LAML IG: (3/16" AN -114" AIR - 3/16" HS -.090" SGP - 3116" HS) 9) 7/8° LAMI. IG: (3/16 T =114" AIR - 3/160 HS - .090" SGP - 3116" HS) WINDOW HEIGHT WINDOW WfOTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS ARID QUANTITIES. n under 23' Design Pressure (ps1) for Single Windows. All Anchor Groups Window Width 25-i5/15 27-3W 30' 33-1/2 35 3T ASSEMBLY under 23' +901-130 +901.130 +W--134 +M-130 +W-130 +Wf-130 +88/.130 WlndoN WK)th 25.15118' +901-130 -M-130 +901-130 +901--130 +901-130 +901-130 +90/-130 27.3/4- 38-318' +904430 +M-130 +W-130 4901-130 +901-130 +90!-130 +901-130 d, 48' +901-130 +901-130 +981-130 +901--130 +901-130 +90430 +901-130 m 50.518' +901--130 +881-130 +941-130 +901-130 +M-130 +901-130 +901-130 8 6(r +901-130 +901-130 +901--130 +9W-130 +881-130 +M-130 +9W-130 37' 63' +881-130 +901-130 +901-130 +9W-130 +901-130 +901-130 +9W-130 +701-90 72' +901-130 +90/-130 +901-130 +W-130 +90/-130 +901-130 +90l-130 Anchor Group 76' +941-130 +9W-130 +901-130 +90/-130 +801-130 +901-130 +901-130 8 84' 4901-1301 +9W-130 1 +901-130 +901-134 +901-130 8 C&D TAMS C 47 - FOR GLASS TYPES: 3) 7/16" LAMI (3/16 HS -.090- SGP - 3116 HS) 7) 7/8" LAML IG: (3/16" AN -114" AIR - 3/16" HS -.090" SGP - 3116" HS) 9) 7/8° LAMI. IG: (3/16 T =114" AIR - 3/160 HS - .090" SGP - 3116" HS) WINDOW HEIGHT WINDOW WfOTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS ARID QUANTITIES. TABLE 13: WINDOW FRAME Design Pressure (psQ for Windows Attached to a Horizontal Frame Assembly Tube ASSEMBLY TUBE !0' MAX Design Pressure (psq for Windows Attached to a Vertical Flame AsserahlY Tube F ADDITtONAI ANCHOR (4). IF REQ. WlndoN WK)th t WINDOW WIDTH r� urxW23" 25-15116- 27.3/4- 30' 33-U2" 35' Wioaow W Idh 37' Anchor Group A ndw Group Anchor Group Anchor Grasp Anchor Group Anchor Group Anchor Grap m Anchor Group under 23' All 25.15116" All 2714' 8 30" A 8 33112` A 35" C& D 37' +7(Y-90 +70'-90 +701-90 +70'-90 Anchor Group +70'90 +70'-90 Anchor Group +701-90 Anchor Group +70f-74-3 Anchor Group And)or Group +7(Y-90 Anchor Group +70+-W Anchor Group +70'-90 +7&-90 +70/-88.8 A 8 C D A 8 C&D S A,C&0 A B C&D A 8 C&D B A,C&D A 8 C&D i under 23" +70/-90 +701-90 +701.90 +70/-90 +701-90 +701-9D +701-90 +701-90 +71Y-90 +701-90 +70190 +701-90 +701-90 +701-90 +701.90 +701-90 +70/.90 +70/-90 +711-90 +?&-90 1± 25.15116' +70190 +70190 +701-90 +701-90 +701-90 +701-90 +70/-90 +701-90 +7a' -9D +701-90 +70'-90 +70/-90 +7Q'-90 +701-90 +70'-93 +70/-90 +701-9D +70/-90 +70/-90 +701-90 O° 38-318- +70190 +7(Y-71.6 +701-90 +701-9D +701-81 +701-90 +70190 +701-90 +T(Y 90 +70190 +7(Y-90 +701-90 +701-90 +70198 +70f-90 +701.90 +70193 +701-90 +701-93 +70/-90 +70'-90 48' +701-73.1 +197.3 +70f-90 +70190 +/-64.8 +701-9D +701-90 +70/-90 +701 +701-90 +70/-87.8 +701-90 +7(Y90 +701-90 +70f-90 +70/-90 +70190 +70/90 +70f-88.9 +70/90 50516" +14393 +! 54-3 +70190 +70190 +1.61.4 +701-9D +701-90 +70190 +70190 1 +701-90 +701-832 +70/-90 +M90 +701-90 +701-90 +701-892 +701-90 +70190 +70-$43 +70190 60" 1 +198.5 +1-45.8 1 +70f -S4.7 +70190 +151.8 +7(1-81.2 +70/-90 +7(Y-75.9 +70190 +701-89.6 +70f-702 +70/-90 +70/-80.3 +701-78.6 +70'-90 +701-752 +70f -9D +701-90 +701-712 +70/-90 63' +195.7 +1-43.6 +70f4)07 +701-89.5 +1-49.3 +701-T7.3 +70190 +7(1-723 +701-90 +70/-85.3 +1-66.9 +701-90 +701-76.5 +701749 +70190 +70/-71.6 +701-90 +7014&5 +1-67.8 +701-90 TABLE 13: NOTES. 1) SEE SHEET 4 KIR AODMONAL SAMPLE CONFIGURATIONS. 2} SEE SHEET 4 FOR SNUBBER REQUIREMENTS. WINDOW FRAME Design Pressure (psQ for Windows Attached to a Horizontal Frame Assembly Tube ASSEMBLY TUBE !0' MAX F ADDITtONAI ANCHOR (4). IF REQ. WlndoN WK)th t WINDOW WIDTH r� urxW23" 25-15116- 27.3/4- 30' 33-U2" 35' 37' Anchor Group A ndw Group Anchor Group Anchor Grasp Anchor Group Anchor Group Anchor Grap Anchor Group All Ali All AA 8 A, C& D A 8 C& D A 8 C& D under23' +7(Y-90 +70'-90 +701-90 +70'-90 +70/-82.1 +70'90 +70'-90 +70/ 78S +701-90 +701-90 +70f-74-3 +701-90 25-15118' +7(Y-90 +78'-90 +70+-W +70'-90 +70'-90 +7&-90 +70/-88.8 +701-W +701-90 +701-&l +70f-90 +70/-90 38-318' +701-90 +7(Y-90 +70'-90 +7(Y-90 +7(Y-90 +70-90 +701-90 _ _ tZK31:90.-----+I8it90-.. _ +71!190.- --*=-9D--+4V-90L- f4V90 i 4117 48- +701-90 +70'-10 +78'130 +78'-90 +7(i'-90 +70Y-30 +701-90 +701-90 +701-90 +70190 +70/-90 +701-90 T 50-6/8" +70'-90 +701-90 +741190 +70-90 +7(Y-90 +70'-90 +70'-90 +70/-90 +701-9D +70/-90 +70f -W +701-90 60" +70-90 +70f-90 +701190 +78'190 +70'-90 +70'-90 +701-90 +701-90 +701-90 +701-W +701-90 +701-90 63' +7(Y-90 +70°-90 +70-90 +70.90 +70-90 +70-90 +701-90 +701-90 +7'0f -W +701-90 +7of-w +7(U-90 72' +701-90 +70'-90 +701-90 +7W-90 +70'130 +70'-90 +701-90 +701-90 +701-9D +70190 +70/-90 +701-90 L 76" +70'-90 +701-90 +7W-90 +701-90 +7(Y-90 +70'-90 +70'-90 +701-90 +701-90 +701-90 +7N-90 +701-90 J_ 84" +70-90 +70-90 1 +7(Y-90 +70-90 +7(Y-90 I +70/-90 I - NOTES. 1) SEE SHEET 4 KIR AODMONAL SAMPLE CONFIGURATIONS. 2} SEE SHEET 4 FOR SNUBBER REQUIREMENTS. SEE SHEETS i & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. FRAME 10' MAX. ASSEMBLY T I TUBE 7 DOW HEI/{GHT L AOD(TIO ANCHOR (4). IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FORA�IY�D�371Q33A1 �'Hf?RS --- REQUIRED FOR THE FRAME ASSEMBLY TUBE. Approved as cam Dfah ing i the Florida IluldiniMe _ r 4 ul {n z d C-6 - U ?e (i ; j O a Z o� 04 N r/r O li} wLL ..0 Q �;a W Wti g o o O. • LIJ • n/ �' us • • 0• •�•m 0a co • b • • • °°' 0 5 vim• : • 0 • O �' b rel 0 V! •�• •• •••• W m ;� a �.of r- O3NC11. N pM1AM X iL }- z rat o. D = U Im ~ > d Y O Z az � v LYNN tttilll iJ * No. 58705 . 3IF3f3 •t� STATE OF 7(! A LYNN b RIM Pr-- P"58705 .EP"58705 WINDOW FRAME FtEGHT ASSEMBLY TUBE !0' MAX F ADDITtONAI ANCHOR (4). IF REQ. y _ �7 t WINDOW WIDTH r� SEE SHEETS i & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. FRAME 10' MAX. ASSEMBLY T I TUBE 7 DOW HEI/{GHT L AOD(TIO ANCHOR (4). IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FORA�IY�D�371Q33A1 �'Hf?RS --- REQUIRED FOR THE FRAME ASSEMBLY TUBE. Approved as cam Dfah ing i the Florida IluldiniMe _ r 4 ul {n z d C-6 - U ?e (i ; j O a Z o� 04 N r/r O li} wLL ..0 Q �;a W Wti g o o O. • LIJ • n/ �' us • • 0• •�•m 0a co • b • • • °°' 0 5 vim• : • 0 • O �' b rel 0 V! •�• •• •••• W m ;� a �.of r- O3NC11. N pM1AM X iL }- z rat o. D = U Im ~ > d Y O Z az � v LYNN tttilll iJ * No. 58705 . 3IF3f3 •t� STATE OF 7(! A LYNN b RIM Pr-- P"58705 .EP"58705 TART F 1d - TART F 15• FOR GLASS TYPES: 5) 7/8" LAM/. IG: (1/8" T - 7/16" AIR -1/8" AN -.090" PVB -1/8" AN) f WINDOW HEIGHT WINDOW WIDTH SEE SHEETS 1 & 4 FOR WINDOWA14CH R LOCATIONS AND QUANTITIES. n under 23' Design Pressure (pst) for single Windows. Ai Anchor Groups Window 1Midth 26-15116" 27-N4' 39' 33-1/2` 35" 37' Design Pressure (ps# for Windom Attached to a Horizontal Frame Assembly Tube under 23' +701-90 +701-90 +70190 +70190 +70(410 +701--90 +701-90 r O 25.15116' +701-90 +701-90 +701-90 +701-90 +70190 +701-30 +701-90 38-318' +701-90 +701.90 +701 +70190 +70190 +70f -W +701-90 _ L 48" +701-90 +70f90 +70/-90 +70190 +70190 +701-90 +70190 under 23• 50-5/8' +701-90 +70(-90 +70%90 +701.90 +701-90 +70190 +701-90 AC 60" +701-90 +70190 +701.90 +701-9D +7/90 +701-88.6 +701-84.6 A 63• +70(90 +701-9D +701-90 +70f-90 +701.87.2 +701.84 +70179.9 +701.82.1 72' +701-90 +701-90 +701-88.5 +701.81.5 +60170 +80t-69.4 +8W-67.6 8 76' +70/-90 +701-90 +701-86.3 +70176.7 +6Q(-672 +601-65.2 6W9 +3.3 C&D 84' +701-90 +70190 +701-81.3 +170 +601-61.8 A,C&0 +70f-90 TART F 15• FOR GLASS TYPES: 5) 7/8" LAM/. IG: (1/8" T - 7/16" AIR -1/8" AN -.090" PVB -1/8" AN) f WINDOW HEIGHT WINDOW WIDTH SEE SHEETS 1 & 4 FOR WINDOWA14CH R LOCATIONS AND QUANTITIES. TART C 4r: - WINDOW Design Pressure (ps# for Windom Attached to a Horizontal Frame Assembly Tube HEIGHT Design Pressure (psi) for Windowa Attached to a Vertical Frame Assembly Tube i TUBE 10' MAX. r O Window Width ADDITIONAL ti - under 23' 25-151'18' 27-(4' w-eidowwrath. 33.112' � r 3 35' � Z 37' O o� Anchor Group M Anchor Grow Anchor Group under 23• Anchor Group 25-15116' 27 W -C 30' 0_D AC 33-1/2' All 35' 8 37' A B C&D A Anchor C=roup C&D a Anchor Group +701.90 Anchor Group +701-90 Anchor Group +701.82.1 +701-90 Anchor Group +70(-78.5 Anchor Group Anchor Group +701-74.3 +70140 A 8 C D A 8 C&D B A,C&D A 8 C&D A 8 C&D B A,C&D 8 A,C&0 +70f-90 under 23' +70190 +701-90 +70190 +701-90 +70190 +70190 +70%90 +701-W +701-90 +70f-90 470/-90 +70190 +70/-90 +701-90 +701-90 +70!90 +70190 +70!-90 +70%90 ;< 2-5-15116- +70/-90 +701-90 +701-00 +7W-90 +7001-90 +70190 +70/-90 +70/90 +70f-90 +70(90 +701-90 +70190 +70(-90 +701-90 +7W90 +70/-90 +70/-90 +701-90 +701-90 a' 3B-318- +70%90 +70171.6 +701-90 +70/-90 +70/-81 +70190 +70/-90 +70/80 +70(90 +701-90 +70/.90 +70190 +701-90 +701-90 +70/-90 +701-W +701-90 +701.90 +70190 +701-84 48' +70/-73.1 -+1-57.3 +701-0 +70190 +1.64.8 +701-90 +701-90 +701-90 +701-90 +701-90 +70/97.8 +70(90 +701-90 +70178.6 +701-90 +701-90 +70190 +701-88.9 +701-90 �� STATE OF LLl 50 -WO' +1.59.3 +1.54.3 +701-90 +701-90 +1.81.4 +70190 +70190 +70190 +701-80 +701-90 +701-83.2 +7(Y-90 +701-90 +70174.6L+701 70/-90 +701-892 +70X-90 +701-84.3 +70190 +601-61.8 60' +158.6 +1-45.8 +701 84.7 +701-90 +1-51.8 +701812 +701-90 +70/73.9 +701.80 +70(-89.6 +70170.2 +70(-0 +701-M.3 +1-62.970f9+70/-75.2 +70198.6 +70f 7L2 +70/-84.6 63' +/-55.7 +1-43-6 +701-80.7 +701.89.5 +/49.3 +70f-77.3 +70f -9D +701723 +701-90 +701-85.3 +1-65.9 +70f-90 +70/-76.5 +159.9 -87&j +70171.6 1 +701-84 +1-97.8 +70179.9 TART C 4r: - NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. 7 - WINDOW Design Pressure (ps# for Windom Attached to a Horizontal Frame Assembly Tube HEIGHT ASSEMBLY i TUBE 10' MAX. r O Window Width ADDITIONAL ti - under 23' 25-151'18' 27-(4' 3(r 33.112' � r 3 35' � Z 37' O o� Anchor Group Anchor Group Anchor Grow Anchor Group Anchor Group Anchor Group Anch,r Group 0_D AC Aft All All 8 A,C&D A B C&D A B C&D a under 23• +701.90 +70190 +701-90 +701-90 +701.82.1 +701-90 +?01-90 +70(-78.5 +701-90 +7(1-90 +701-74.3 +70140 U) 25-1516' +70/-90 +701-90 +70190 +70/90 +701-90 +70/-90 +701-88.8 +701-90 +70190 +701-84 +701-90 +70(130 0.00 38318' +701-90 +70/9 +70f-90 +701-90 +70f-90 +701-90 +701-90 +70(90 +701-90 +701-90 +70190 +70190 (,3,] 40- +701 -8th +70/-90 +701-60 +70%90 +701-0 +70/-90 +701-90 +70/-90 +701-90 +701-90 +7w -w +70(� i 50-5f8- +701-90 +701-00 +70t-90 +701-90 +70f-90 +701 90 +70190 +701-0 +70190 +70190 }70190 +701.90 6(' +701-0 +701-90 +70/-90 +701-90 +701-90 +701-90 +701-8.6 +70f-8.6 +701-88.6 +701-84.6 +701-84.6 +701-84.6 00®• 0 m4• 10 63' +70/-90 +701-90 +701:90 +701-90 +70(-97.2 +701-87.2 +701-84 +701-84 +70(-84 +701-79.9 +70f-79.9 +701-79.9 u�.r 1111J1i�11, v 72- +70090 +701-90 +701-885 +701-81-5T+601-70 = ' +601-70 +601.69.4 +60t -M4 +601-89.4 +601.67.6 +801-67.6 +SW87.6 �� STATE OF LLl 76, +70190 +701-90 +701-M.3 +70176.7 +601-87.2 +601.87.2 +601.65.2 +60/-852 +60/65.2 +801-63.3 +801.53.3 +601-83.3 84' 1 +701.90 +701-90 +701-81.3 +60170 +601-61.8 +601-61.8 NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. 7 - WINDOW FRAME HEIGHT ASSEMBLY i TUBE 10' MAX. r O ADDITIONAL ti ANCHOR WINDOW WIDTH I t 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 TUBEteIBLY TUBE WWDOW HEIGHT I WINDOW (-- ADDITIDNAL -i`i WIDTH tANCHOR (41 IF REO. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY apprv�tct ss ..j)IyJ4 %jilt tAQ Fl•rbdr. X :itiixB C�odri �� ' r O LLI ti o N 'n V 06 � r 3 � Z O o� r 0_D J LL O H Q c o a a LUN CO 0 U) • • � • � y • 0.00 Z. 00000 > 0000 Cid (,3,] ••Q•• 0000 0000 •�� '�7'' • �••• O W c �y LU w • �0j0 •• •• • 00®• 0 m4• 10 12 a 0 n a 'q cvto n a zLjo. X 10 CDO>e_X 0 CI 0 o Z Zvbj u�.r 1111J1i�11, v \`` If = ' 140.58705 =-o 31 1* ' ifr- �� STATE OF LLl /i0.� ' FLORA "/�, 810NA` A. LYNN MILLER, P.E. P.E.9 58705 TAw G 47. FOR GLASS TYPES: 6) 7/8" LAML IG: (3116" AN -114" AIR - 3016* AN -.090n SGP - 3/16" AN) 8) 7/8" LAML IG: (3116" T -114" AIR - 3116" AN -.090" SGP - 3116" AN) WONDM HEIGHT WwDow WIDTH SEE SHEETS 1 & 4 FOR WfNDOW ANCHOR LOCATIONS AND QUANTITIES. t n under 23' Design Pressure (pst) for Single Windows, AN Anchor Groups Window Width 25.15116- 27-314' 39' 331!2' 35' 37' FRAME ASSEMBLY under 23' +901-139 +901-130 +901-130 +904-130 +901-130 +901-13D +901-130 Window 25-15116' +9D1-130 +901-130 +9W--130 +901-130 +907-130 +901 130 +901-130 25-15116" 38318' +9W-130 +90f--130 +90f--130 +901-130 +90/ -IM +901-130 +901-130 48' +901-130 +9Df 030 +901-130 +fit -130 +901-130 +fit -139 +901-130 z 50-518' +901-130 +90/-130 +901-130 +90f--130 +901-130 +901-130 +9W-130 B 60- +9W -13D +90-130 +M-130 +901-130 +9W-130 +901-130 +901-130 37" 63- +901-130 +991-13D +901-130 +901-130 +90-130 +901-13D +901-130 +70f-90 72' +9W-130 +901-130 +90/-130 +9W-130 +9D1-130 +90-124-6 +9W-015-7 Anchor Group 76' +901-130 +901030 +9W-130 +9('y/-130 +90%126.2 +90%118.7 +90-109.6 D 84' +907-130 +901-130 +901-130 +901-130 +Wf--118.4 C&D A FOR GLASS TYPES: 6) 7/8" LAML IG: (3116" AN -114" AIR - 3016* AN -.090n SGP - 3/16" AN) 8) 7/8" LAML IG: (3116" T -114" AIR - 3116" AN -.090" SGP - 3116" AN) WONDM HEIGHT WwDow WIDTH SEE SHEETS 1 & 4 FOR WfNDOW ANCHOR LOCATIONS AND QUANTITIES. MOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. FRAME ASSEMBLY TUBE WINDOW HaGHT Design Pressure (psi) for %Mridows Attached to a Horizontal Frame Assembly Tine FRAME ASSEMBLY WINDOW TUBE Design Pressure 0" for Windows Attached to a Vertical Frame Assembly Tube 10' MAX O a. Window Width ANCHOR (4), IF REOL WIDTH Z V ANCHOR wwDow WIDTH tinder 23` 25-15116" 27-314' 30` 33-112' 35' cr Widh 37' rte` Anchor Group Anchor Group Angor Group Anchor Group Anchor Group Anchor 'Group mwindow Anchor Group undue 23' AN 25-05116' All 27314" B 30` A B 33.112" A 35` C&D 37" +701-90 +70-90 +701-90 +7090 +701-82.1 +701-90 Anchor Group +70f-78.5 +70f-90 Anchor Group +701-74.3 Anchor Group a g. Anchor Croup +70190 Anchor Group +70790 Anchor Group +701-90 Anchor Group +70/-88.8 +701-W +701-90 A 8 C D A B C&D B A,C&t7 A B C&D A B C&D 8 A,C&D A B C&D +701-90 under 23" +70190 +701-90 +70f-90 +701-9D +701-90 +701-90 +701-90 +701-90 +70f-90 +701-90 +701-90 =70f-90 +701-90 =701-90 +70'-90 +791-90 +701-90 +701-90 4-701-90 +701-90 +701-90 25-15!16" +701-90 +701-90 +70-9D +701-90 +701-90 +701-9D +70-90 +701-90 +701-90 +70t-90 +70f9D +70190 +701-90 +701-90 +7a-90 +70190 +701-9D +701-90 +701-9D +701-90 +701-90 38-318- +701-90 +701-71.6 +701 9G +701-9D +701-61 +70190 +701-90 +701-90 +70f90 +70f-90 +79-90 +701-90 +7Q'-90 +701-80 +7W -9D +701-90 +701-90 +701-90 +701-90 +70190 +70190 d8" +70/-73. i +1.57.3 +701-90 +701-90 +/-64.8 +70190 + 70190 +701-90 +70190 +701-90 +70f-87.8 +701 90 +70F -W +70f-90 +701-90 +701-90 +701-90 +701-90 +701-88.9 +701-90 P 50518" +1-89.3 +/54.3 +701-90 +70-90 +1$1.4 +701-90 +701-90 +701-90 +7Q'-90 +7W-90 +7W-83.2 +70f-90 +7&-90 +70190 +7490 +701-89.2 +701-90 +701 90 +70r-84-3 +701-90 60" +/-58.5 +1-45.8 +701-84.7 +7090 +1'51.8 +70r-812 +701-90 +7(Y-75.9 +701--90 +70/-89.6 +701-70.2 +701-90 +701-80.3 +701-78.6 +701-90 +70-752 +70-90 +701-90 +70/ 712 +701-� 63" +t 55.7 +/ 43.6 +701-8Q7 +701-89.5 +1-49.3 +701-77.3 +701-90 +70f-723 +701-90 +701-8.5.3 +/-65.9 +70190 +701-76.5 +70f-74.9 +70190 +701-71.6 +701-94 +701 �.5 +167_$ +701- } MOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. FRAME ASSEMBLY TUBE WINDOW HaGHT Design Pressure (psi) for %Mridows Attached to a Horizontal Frame Assembly Tine FRAME ASSEMBLY WINDOW TUBE HEIGHT 10' MAX O a. Window Width ANCHOR (4), IF REOL WIDTH Z V ANCHOR wwDow WIDTH tinder 23` 25-15116" 27-314' 30` 33-112' 35' cr 37' rte` Anchor Group Anchor Group Angor Group Anchor Group Anchor Group Anchor 'Group Anchoi Group Anchor Group LL AN AM All AD B A,C&D A B C&D A B C&D under 23" +701-90 +70-90 +701-90 +7090 +701-82.1 +701-90 +70..90 +70f-78.5 +70f-90 +701.90 +701-74.3 +70f-90 a g. 25-15116' +70190 +701-90 +70790 +701-80 +701-90 +701-90 +70/-88.8 +701-W +701-90 +701-84 +701-90 +701-9D 38.318" +70190 +701-90 +70190 +70190 +701--90 +70190 +70190 +74180- +701-90 +7-W•9G +784-90 +78J-98 �.°' 48' +701-90 +70190 +70190 +701-90 +70490 +701-90 +7W�30 +70%90 +70190 +7090 *7090 +7A+ 80 X 50-W +701-90 +70190 +701-90 +70-90 +704.9D +70f -9D +701-+90 +701-90 +701-90 +70190 +7090 +701-W 04 6rT +70190 +701-9D +701-90 +70190 +701.90 +701-9D +70/-90 +701-90 +701- +701-90 +791-90 +701-90 63" +701-90 +70f.90 +7090 +7090 +701-90 +70490 +701-90 +70!90 +70/90 +701-90 +70-90 +7019D 7r +70190 +70190 +7090 +701-W +70E-90 +701-90 +701-90 +70190 +70190 +70(W +70190 +70f -9D 76" +701-90 +70-90 +70190 +70%90 +70f-90 +70f--90 +70f-90 +701-90 +701-90 +70+-M +7(190 +701-90 84" +701-90 +70190 +701-90 +70190 +701-9D +701-90 MOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. 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 -� FRAME ASSEMBLY TUBE WINDOW HaGHT FRAME ASSEMBLY WINDOW TUBE HEIGHT 10' MAX O a. ADDITIONAL WINDD V ANCHOR (4), IF REOL WIDTH Z V ANCHOR wwDow WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. 10- MAX -� FRAME ASSEMBLY TUBE WINDOW HEIGHT O a. WINDD V ADDITIONAL WIDTH Z V ANCHOR 06 (4). IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS -RE-OLItRED-fUR T"E 1:FO%7JE lr- _ TUBE. BY�ntird a: coeepiyirg lith a w FJ"rids ttnitrinn l'.,.r_ .'. ; N0.58705 -oIlly c ; STATE OF F SS3/ONAX- A. LYNN MILLER, P.E. P." 58705 O a. ti {� Z V 0 06 c i Ut Z a 0 G cr � rte` LL �/ W O 4 w = :.Cl)W- W O a g. ... • 18 Z • .... L,J •••• cf)•,p[. I__ •••♦ •••• •� Z W CD • .,c •••• • • 0�r� Ci �.°' W • . a••• Q 3 IY c� aW aQ ••••CNI m ® 13C4C)N 04 N O�XtJi F=- MQMC6 Q Oz r�aY ti o z r .'. ; N0.58705 -oIlly c ; STATE OF F SS3/ONAX- A. LYNN MILLER, P.E. P." 58705 TART F 7n - item Dwg. # Description Material 1 7002 Main France Head, SIR & Jamb 6083-T6 A(urn. 2 7071 Anchor Plate 6063-76 Alun. 3 7003 Sash Top, Bottom & Side Rail 6063 -TS Alun. 4 7008 IFrame Corner Key Steel S 7009 Sash Corner Key Steel 6 7078 Frame Gasket Hyl Foam 7 7072 Sash Corner Gasket vinyl Foam 8 7070 Bulb Weatherstri .287" x .275" Flex PVC 70 10 7024 1G�xTm-lCAuTts-� nt Lock Steel 11 7026 Lock Support Plate Steel 12 7014 Multi -Lock Keeper Steel 13 7013 TleBwGulde Won 14 7015 Tie Bar Assembly Steel or SS 15 7028 Maxim Dyad Operator, WWG-24" Steel 16 7027 Maxim Dual Arm Operator, W W>24" Steel 17 7030 Operator Gasket Vinyl Foam 18 7031 Operator Backing Plate Std 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 IDura Seal Spacer Steel 32 1713 Setting Block S/32" x 3/16" x 11/4" EPDM 33 1714 Settin Block 5/32" x 7/16" x 1-1/4" EPDM 35 7036 Lami Bead B 6063-T6 Alum. 36 7042 Lami Bead C 6063-76 Alum 37 7059 Land Bead D - 6063-76 Alum 38 1224 IVInyl Bulb Wstp (Thick) Flex PVC 70 39 1225 lnyl Bulb Wst Thin Flex PVC 70 SO Dow 899 Silicon Backbedding 60 7006 Screen Frame 3105-1-114 Alum 61 7040 Screen tomer Key Polypropolene 62 Screen Cloth Fiberglass 63 1635 Screen Spline EM- PVC 64 320 Screen Spring Stainless Stec 70 134 Add-on Flange 6063-T6 Alum 71 7004 Frame Assy Tube 6063-T6 Alum 80 #8-32x, 1/Y` Ph. Pn. Mach. Scr TYPE B Stainless Steel 81 1157 #8x 2/2" Ph. Pn. SMS Stainless Steel 82 98 x 5/8" Fl. Ph. SMS Stainless Steel 83 #8 x 7/8A FL Ph SiVS Stainless Steel 84 #8x 1" Fl. Ph. TEK Stainless Steel 85 #8 x 1" Quad Pn SMS Stainless Steel 86 #8 X 1-1/2" Quad Pn SNS Stainless Steel #10x 1/2" Ph. Pn./TEK Stainless Steel F9189`0 #10.24 x 9/16" Ph. Pn. TYPE F Stainless Steel #12 x 1" Ph. Pn. TEK Stainless Steel ASSEMBLY DETAILS ALL DETAILS SHOWN FROM THE INTERIOR AS REQUIRED PER TABLE 3. SHEET 4 FRAME CORNERS SASH nnPMPP.q % LYNN * ' No. 58705 'o fit- 3 Rill-& FCATE OF ORIOP. sS/l41 �NAXl- A. LYP&(1S�ILLER, P.E. P.E.# 58705 .06T NOAH. 2919' 439' 1.159" �-- 2.784' ,) FRAME HEAD, SILL & JAMB #7002,6063.-T6 .358' �.441. 095' ( � UANCHOR PLATE #7071, 6063-T6 706' .050' 17 .8w T 35 BEAD B #7036,6063-T6 .172" .870' .050` [-+-- .569' 37 BEAD D #7059,6063-T6 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 CERT. OF AUTH. 929296 Revised W. 0 1 .43C f .062' _ NOM. 3 SASH TOP, BOTTOM & SIDE #7003, 6463-T6 .040' 1400``. .423" —� FIXED fi0 SCREEN FRAME #7006,6063-T6 .523 .054' .855' 3$ BEAD C #7042,6063-T6 Revisiom .093" .093 ADDON FLANGE 70 #134, 6063-T6 —+� 1.124' �- .f25' 0 • •••• 2.ldf' .062" 093' . 7� FRAME ASSEMBLY TUBE #7004,6063-T6 .093" .093 ADDON FLANGE 70 #134, 6063-T6 BOM AND CORNER VIEWS I J ROSOWSKI BASEMENT WINDOW DETAILS - LM & SM 08/08/12 Series/tfodet Scaler Sheet' wing No. Rer. CA -740 NTS 10 OF 10 MD-CA740-LM • 0 • •••• • •••• �� • w •••www • • w BOM AND CORNER VIEWS I J ROSOWSKI BASEMENT WINDOW DETAILS - LM & SM 08/08/12 Series/tfodet Scaler Sheet' wing No. Rer. CA -740 NTS 10 OF 10 MD-CA740-LM 26 6 A GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5118 LAN CONSISTING OF (2) LITES OF 118 ANNEALED GLASS `MTH A .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER B. 5116" LAMI CONSISTING OF (1) LITE OF 118" ANNEALED GLASS AND (1) LITE OF 118" HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. _ C. 5116' LAMI CONSISTING OF (2) LITES OF 118" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER D. 7116" LAMI CONSISTING OF (2) LITES OF 3/16° ANNEALED GLASS W.TH AN 090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER E. 716" LAMI CONSISTING OF (1) LITE OF 311(" ANNEALED GLASS AND (1) LITE OF 3116" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. F. 7/16"LAMI CONSISTING. OF 42) LITESS.jOE.3116 .HEAT STRENGTHENED -GLASS AM HAN-,ON DUPONT-BUTACA E-ORSAFLOUCEEPSAFE MAXIMUM PVB INTERL-A►Y-ER. G.13/16' LAMI IG: (1) LITE OF lAr TEMPERED GLASS, AN AIR SPACE AND 5/16' LAMI CONSISTING OF (2) LITES OF 4/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. NOA DRAWING MAP H.13T16" LAMI IG: (1) LITE OF 118" TEMPERED GLASS, AN AIR SPACE AND 516' LAMI CONSISTING OF (1) LITE OF 118" ANNEALED GLASS AND (1) LITE 0 SHEET OF 118" HEAT STRENGTHENED -GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. 1.13116' LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 5116" LAMI CONSISTING OF (2) LITES OF 118" HEAT STRENGTHENED GLASS GENERAL NOTES .»..»._ 1 WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIh1Uut PVB INTERLAYER GLAZING DETAILS ._.......... 2 J. 13116" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 7116' LAMI CONSISTING OF (2) LITES OF 3116" ANNEALED GLASS WITH A DESIGN PRESSURES....... 3 .090 DUPONT BUTACITE OR SAFLEXiFCEEPSAFE MAXIMUM PVB INTERLAYER. ELEVATIONS-.-.- -------- 4 K 13/16" LAMI IG: (1) LITE OF 1/8' TEMPERED GLASS, AN AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3116" ANNEALED GLASS AND (1) LITE VERT. $ECTbNS... ....... ». 5 • ••s- OF 3116" HEAT STRENGTHENED GLASS WITH AN DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB. • • •F}ORIZ'SECTIONS_»• .090 L 13/'16" LAMI IG: (1) LITE OF U8' TEMPERED GLASS, AN AIR SPACE AND 7/16' LAMI CONSISTING OF (2) LITES OF 3116' HEAT STRENGTHENED GLASS • • PARTS W.„y........ WITH AN .0.90 DUPONT BUTACITE OR SAF MAXIMUM PVB iNT'ERLAYER. • • • •EXTRUSIONS ......... .. » AM. 13118 LAMI IG: (1) LITE OF 118” ANNEALED GLASS, AN AIR SPACE AND 5116" wm CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH AN.090 DUPONT BUTACITE OR . • • .GORIVER DI!5i'AiL»..... o,,,..' SAFLEXJKEEPSAFE MAXIMUM PVB INTERLAYER • • • •ANCHORAGE! ,,.-_.._'-.... 8-11 . •. • •••• W. 2. CONFIGURATIONS:'OX" (111, VIEW AND RADIUS TOP, ALL W/ LOW .r; HIGH SILL OPTION) • • • • • • • • • • • • • �3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) • • • • . • • • . • . • .••.•. A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 13OG-02. . : • B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 130042. 4. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USEI :;4 THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALV?T OR GASKET. ®7. REFERENCES: TEST REPORTS FTL-4645, FTL-4646, FTL-4647, FTL-4; , FTL4649, FTL-4650, FTL-4651, FTL-4723, FTL-4957, FTL-4958 AND FTL-6063. ANSI/AF&PA NDS -2001 FOR WOOD CONSTRUCTION t ADM -2000 ALUMINUM DESIGN MANUAL 8. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. 9. THIIS PRODUCT KAS SEM DESIGNM & TESTED TO COMPLY WITH) - iE REQUIREMENTS OF THE FLORIDA mLDiNG CODE. imcumm THe HIGH vELocrry • (IjI 4 J..L I laV7/11 I D J.rt 1voo4mill 'oc FJC I 11/1318 I 8 FBC UPOA7Y C,ED CAP GLASS TYPE TO 7SWERED FROM HS VGE NOTES 3 A T: ADD NOTE 9 ADD CLASS TYPE M 'o T£cHrroto�r osays GENERAL NOTES ��. FL 34M im. ALUM. SINGLE HUNG WINDOW IMPACT P.O. BOX 029 a� &awr se.t pmMpxa Rac raoxoMis, ri 34V4 Vutbly Bauer SH7W NTS i d 11 4040-20 13 PRODUCP EVISEA as cmgdymg wish ft Florwa Biuiding Cade Actrtr"n W. I I+ i 1/111111 � �010 II ttt= ore FSsroNPx A. 6'WWLW P.E. FL P.EX 58705 00- I& 88,87,88 or 9 70 1OV7111 )M. BITE 11W ANNEALED OR HEAT STRENGTHENED GLASS 1,�F.090 SOLUTIA OR DUPONT PVB INTERLAYER 118" ANNEALED OR HEAT STRENGTHENED GLASS 5116" NOM. 5/160 LAMINATED GLASS 112" NOM. GLASS BITE D 118" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 118" ANNEALED OR HEAT STRENGTHENED GLASS 5116" LAMINATED AIR SPACE 118" ANNEALED OR TEMPERED GLASS A 93116" NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI 0411T l C 11113108 8 f MIOV5 J.J. NOTE: LAMI IG OUTBOARD UTES MAY BE UPGRADED TO 3/16" WITH NO CHANGE IN DESIGN PRESSURE. W. BITE EXTERIOR INTERIOR (ALL SECTIONS) • • 3116" ANNEALED OR HEAT STRENGTHENED GLASS " ' .OW SOLUTIA OR DUPONT PVB INTERLAYER • ": " 3116' ANNEALED OR HEAT STRENGTHENED GLASS • • • • • • 7116" LAMINATED • • • • 7116" LAMINATED GLASS —, n n . 112" NOM- GLASS OMGLASS BITE 3116" ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 3M8' ANNEALED OR NEAT STRENGTHENED GLASS 7118" LAMINATED AIR SPACE 118" TEMPERED GLASS e 13t16" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI CHAAFGES 77-W SHEET 1070 TECHNOLOGY DRIVE IliiGED G14P GLASS TYPE TO 7ElNAERED FROM HS NOt00Mt3, TL 34778 rr M 92 TO "i.W I.G GLASS (A,,") & tAu1IG NOTE NOtCOO. BOX Iwo T— 4 Visibly Betio GLAZING DETAILS ALUM. SINGLE HUNG swoo I FUN 1 2 -111 IMPACT i •000.0 • •••• .0.000 • • 0000•• 0000.. PRODUCT REVISED as complying with the Florida AcoeptwcoNo it -10 ►xIjIj LYNN kki .... ,�� •'G�NSE ,i — * 1J0-13 sof g05 Lu s ,�SStOi�t A. LgA4MILLI3I�t; P.E. FL P.E.# 58705 111 FLANGE OR INTEGRAL FIN WINDOWS Wl HIGH SILL OPTION BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS ry WINDOW HEIGHT WIDTH GLASS 'TYPE 63" 66" 68" 70" 72" 74" TABLE 1. 7fi A8" A.8,M +60.0'1 .80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -60.0 +80.0 -80.0 60" A.B.M +60.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80-0 -80.0 +80.0 -80.0 +60.0 -80.0 +79.0 79.0 62" A,$,M +80.0 -80.0 +80.4 40.0 +80.0 -80.0 +80.0 -60.0 +78.8 78.8 +77.3 77.3 +76.9 -75.9 631w A.B.M +80.0 -60.0 +80.0 -80.0 +79.6 7®.$ +78:2 78.2 +76.9 76.9 +75.4 -75.4 +14.0 74.0 UP TO 53 Ij C,D,E,F.G.KkJ,K.L +80.0 -80.0 +80.0 -80.0 I +80-4 -80.4 1 +60.4 1 480.0 1 +80.0 1 -80.4 1 +80.0 1 -80.0 1 +80:0 1 -80.0 STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION ,& BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 38w 44- so 1/8" 63" 72- 74" TABLE 2 76" 48- A,g,M +80.0 -84.0 +80.0 -80.0 +80.0. -80.0 +80.01-80.0 +70.0 70.0 +70:0 70.4 +70.0 -70.0 FTL-4847, 4648 +80.0 -SOA +80.0 -80.0 +80.0 -80.0 +79.9 79.9 +70.0 -70.0 +70.0 70.0 +70.0 - 62" A,b.� +80.0 -80.4 +80.0 -60.0 +80.4 -80.0 +78.9 7$.9 +70.0 70.0 +68.8 -68.8 +67.6 FTL-4W 531/8" &s.m +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +75.0 75.0 +68.0 -68.0 +86.7 -66.7 +6,5.6 K 416' LAMI 10 -118" T. AIR SPACE, 7116' LAMI - (3118"A..0W, 3116wHS) Lip TO 63 t C.D.E,F,G.H,�,J,K,L +80.0 -80.0 +80.0 -80.0 +80.0 -8D.0 +80.0 -80.0 +7Q.0 70.0 +7'0.0 -70.0 +70.0 - CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W1 HIGH SILL OPTION�j BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT MMS SASH HEIGHT (MAX. WINDOW HT. W1 SASH - T8" FLANGED AND 76" 114r, WIDTH GLASS 'TYPE 17119- 2211,M6- 28 3f1t" 333W 39 ! IS- 44 93119" 503W D.E.F,J.K,i +80.0 -80 0 +80.0 -110.0 +80.4 -80.4 +80.4 -80.4 +70.4 70.fl +70.0 70-0 +70.0 70.p aOs MEETING RAIL HT. "X" IST HTo 0 0000900 0 HT. MEETING RAIL 74.4 wyq -67.6 • • -85.5 • • • 70-0 0.0000 •• TABLE 3. 0.00 c►L IFtt�) moa MIIytl;Z 66181180 w�w - � 0 .� SAl6H • • ►0.4 -74.4 HT. �'• � • • • • • MEETING RAIL .... • TABLE 4. 'x" � • GLASS TYPES: TEST REPORTS A. 511(- LAM)- (178"A,.t�0,1/8-A) F7L-4647.4648, 4723, 4957 B. 511(1" IAMI - (V8°A,-090,i18"HS) FiL-4$47, 4646 C. 5116- LAW - (UrTm..090,118"HS) _ FTL-4847, 4648 D. 7115- LAM/ - (3116"A,.O90, 3M(rA) F FL -4645.48$5 E. 711(1- LAM - (311(rA,.090, 3f1( -HS) FiL-4846 F. 7/18- LANK - (3AfrHS,.090, 3116"HS) FiLA"5 G. 13/18- LAMI IG -118" T, AIR SPACE, 5116- LAMI - (11WA,-090,1/8 A) F L-4645, 4723 H. 13116" LAMI IG -118" T, AIR SPACE, 5118" IAMI - (11WA,.490,118-HS) FTL-4W L 1311W LAMI IG -118" T AR SPACE, 5116" LAMI - (11M,.090,1tWHS) FA. -4848 J. 13/16" LAMI IG -1/8w T, AIR SPACE, 7118" LAMI - (311trA..090, 3/16-A) F7L-4W, 4650 K 416' LAMI 10 -118" T. AIR SPACE, 7116' LAMI - (3118"A..0W, 3116wHS) FTL-4649.4650.4958 L 13/16" LAMI IG -118- T, AIR $PACE, 7116- LAMI - (3118.1-15,.090, 3118 -HS) F71,4649,4650 M. 13116" LAMI IG - 118-A. AIR SPACE, 511£" LAMi - (118A..09<l, vm) FTL-5083 /VOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2- FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1" FROM THE FLANGED TIP -TO -TIP FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 518- MINIMUM TO 38" MAXIMUM. J.J. ' . 1W7111 D NO CHANGES TUS SHEET 1070 TECHM XOGY DMEIr-c;T1ALUM. DESIGN PRESSURES J.Rc�4msrt1 0 cy~ja) CAA GLASS � TD � l:RC M HS NOKOMIS. a34V3 � SINGLE HUNG WINDOW IMPACT FJC 11r13w 8q1Jj REQ FORMATDM ADD NUI: FK UPDA TEST PAX 69x I= s«r.n+oe c so.it t.a•tprAa o•- HOKOMIS. M 3W4 - Vidbly Better sHrav JUTS 3 -0 t t 4040-20 FA WbW Z/2J�7 ....•• 0000.0 0 • ••••0 • • •000• ••••••. 0. ••0.0• • • •00000 DDUCT y � Flodda u= 41- C2 1t�""Ift,.. I LYNN 4f, J//�/ ,��•�G�Ns�•• R �: itc : NO.58?45 A. IAiii;IW1t<l.I:�, P.E D FL P.EJ# W05 53 lAr MAX. FLANGED WIDTH 52 1/8" MAX. I.F. WIDTH 49 518" t1MAX. FIXED DLO (ALL) D�t 1 7o MAX. FF STABLED � j D _ J HEIGHT SEE DLO { - 1A TA} BLE .W t1AAX I SEE N-0 TABLE j XSASH 38 7/16 MAX DETAIL E VIEW (CUSTOM SASH) IF. (MAX) L I 0 HEI,pT, 41 114' 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 481!4' MAX. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. VENT DLO (ALL) FLA DETAIL A x v.asy. Mw Romttrw 111 B SEE DLO TABLE 1 75' MAX. A I.F. HEIr6"MAX T DETAIL B VIEW (STANDARD SASH) SDLO TEBLLE AO I E I 75" MAX. I.F. E - � HEt 76' SEE DLO TABLE X t 11 11 20" HEIGHT B -•- I I 75"MAX. DETAIL E VIEW (CUSTOM SASH) IF. SEE DLO TABLE I 0 HEI,pT, 41 114' 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 76' 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. : FLA BASED ON A THREE OVER TWO FORMAT. x v.asy. Mw Romttrw HE .CJ. 10107111 D NO CHANGES TMS 5HEEr ' LOW SILL 20' SEE DLO TABLE X SASH NOKOt, M FL 34275 P.O. BOX 1528 NOKCMAIS, FL 34274 Hic.7 HEIGHT SEE DLO TABLE 1 75' MAX. A I.F. HEIr6"MAX T DETAIL B VIEW (STANDARD SASH) SDLO TEBLLE AO I E I 75" MAX. I.F. E - � HEt 76' SEE DLO TABLE X t 11 11 20" HEIGHT B -•- I I DETAIL D DETAIL E VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH) NOTES: B 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 41 114' 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 41 114' 1 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. : 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. x v.asy. Mw Romttrw • .CJ. 10107111 D NO CHANGES TMS 5HEEr 10M TECHNOLOGY DRIVE LOW SILL HIGH SILL A .CfL 04VV1111 C NO CH4WES THIS ShliEr 34 3116' NOKOt, M FL 34275 P.O. BOX 1528 NOKCMAIS, FL 34274 Hic.7 8y. Dow R.vlakm FJC 11113/05 B ADD WEGRAL FIN . VERSION, CHG. NOTE 3. AM NOTE 4. Val* Berner DnNr.81< ..ck.a D.Lc Fx 9/1105 J J 2/23J07 D ..... 15314- . .. ..... 15314" TABLE 5. C� SEE DLO C -i TABLE O /�, 1 SEE DLO X TABLE 75' MAX. I.F. VERTICAL DAYLIGHT OPENING DETAIL FIXED LITE LOW SILL HIGH SILL A 34112' 34 3116` B 41 5W 41 114' '..' 41 114' 1 DETAIL C ...... : ....:. RADIUS TOP (STANDAROAA-SUI E • SASK DETAIL LOW SILL HIGH SILL A 34112" 34 3116' B 277/160 27 VW C 27 7116' 27 tib" D ..... 15314- . .. ..... 15314" TABLE 5. .. . .... ...... VERTICAL DAYLIGHT OPENING DETAIL FIXED LITE LOW SILL HIGH SILL A 34112' 34 3116` B 41 5W 41 114' C 41 114' 1 40 718" D 52 518" 52 11116' E 52114" 1525116- SASK DETAIL LOW SILL HIGH SILL A 34112" 34 3116' B 277/160 27 VW C 27 7116' 27 tib" D 16 3A 15314- E 16318" 15314" TABLE 5. ELEVATIONS ALUM. SINGLE HUNG WINDOW, IMPACT arw.a�ae Jo.Mc &r.t Dtew►7pNn R..: SHM NTS 4 d 1 4040-20 D riflgwuuthe vim ae �x I,to 11-1+x713 tye�. 1l►tlil� LYNN A1/L jc 110. Sg705 ; -''/ sS10NN, A. Lyfm mlii�, P.E. FL P.E.# 58M MAX FIXED LITE DAYLIGHT OPENING MAX HEIGHT 21 IOUTSIDE q�0 ff=yu�IP 31 _ 7,80R17 (25r 25 FJ2 " 2.330" (LOW SILL) SEE NOTE ABOVE 1 SECTION 13-13 (LOW sill SHOWN) Pleysaftr DOW J.J. 10177111 lbwftbrw D NO C HAVGES 7M SHEET JR 04101!11 nrAok«.: C NO CHANGES 7MIS SHEET . Dew F -K 1111306 8 ADD Lf SECTIONS & CONSOI t7w"ft-t),Iw ' F.K 511105 cMctua J.J. aa�x 2% W7 NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR 26 277 INSIDE OPTIONAL BOTTOM LOCKS, (7) 6- FROM EACH SIDE OF SASH. I MAX. VENT DAYLIGHT OPENING I 1 1 vl1 11 W,! WF9 I ! OUTSIDE f MAX FIXED LITE DAYLIGHT OPENING MAX WIDTH SECTION A A INTEGRAL FIN OR) FRAME SECTIONS ® INSIDE HIGH -SILL LOW SILL (HIGH SILL) ULTRALIFT ONLY ALTERNATE HIGH SILL HEAD JAMB OUT: 2.770' ALF. FRAME n II OUTSIDE j 00.00 000.0• .0000. toDucr complyWg with the Fkcida alding Code xqt =No gpTEe " n 67 58705 SECTION C -C — RADIUS TOP * - (HEAD DETAIL - FLANGED VERSION) '. 6L4 to p.. SToe or- - N:'3� oo�o o SECTIONS :,O.c�' .. FcoR�aAO: aMMM, FL 34M INN c N P.O. eox t ALA. I UM. SINGLE HUNG WINDOW, IMPACT SIONA�-,�•��• NOKOMtS, Ft 34274 Yuibly Better b'"'" &—ivAla a.L'461MfIlljil6_E. SHM Half 5 a 11 1 4040-20 O FL P.E.# 58705 ITEM! DWIM# DESCRIPTION POW 1 4002A FLANGE FRAME HEAD 612225 2 1155 #8 X 1.000 QUAD PN. SMS 761POA 3 40030 FLANGE FRAME SILL (LOW SILL)* 612226 5 1626 . ADHF-SR E OPEN CELL FOAM PAD 7PAD1626 6 4004 FLANGE FRAW JAWS 612227 7 4025 SASH STOP 612244 8 4025 SASH STOP (WRESS)1-125 LONG 612244 9 4029 SPIRAL BALANCE, 318". 618", OR 11116" L GLASS. 13116* LAM IG;11B-T,AIR SPACE, 5M6- LAM, (118"HS,.090 PW118-HS) 10 1080 BALANCE COVER, 318" OR 518" 68ALCVR916 11 L. GLASS,13116- LAM IG;118-T ANR SPAL;E, T11 B" !ANN, (3/18'i1S. 091! Nw ,311 ' . i18 X.750 PH. "- SMS 7034M 12 E$QRFM81WKET 13 108511066 SASH TOP GUIDE 42UM 15 #8 X i PHILLIPS FLAT HEAD S. STT. 78X1 FPAX 16 1080-1 BALANCE COVER.11 /16" 6MCVR670 17 4083 SASH 6TOP COVER $4053 18 4029-1 SASH BRACKET 7ULBRKT 19 #8-32 X 112" L4. PH. FH. TYPE F S. STL 7832X12FPFX 21 4054C PMO I01691*0 RAIL 64054C 23 4006C SASH TOP RAW. 64006 25 1235 VVS'lP.,1t4 X.270 BACK, FIN SEAL 67516G 26 1096 SWEEPLATCH 71096 27 1616 #8 X.625 PH. FL. SMS 7838 28 4007 SASH BO RAIL (LOW SILL) 811,130 30 1226 WSTP., BULB VWYL 6TP240 31 4008• SASH SIDE RAIL 812231 34 1268 SASH PACE GUIDE 47601 35 1622 LANK sEtT 3 BLOCK 3132" X25164" X i- 71622K 36 1052 LANlI IG SETTING BLOCK 1" X 3A4" X 1116" 71062K 37 1224 VINYL GLAZ. 00- BULB (THICK) 6TP247W,K 38 1225 VINYL GLAZ. BEAD BULB (TH" 8TP248K 41 40398 GLAZING SM. 5M6 L AAI GLASS. 64039E 42 4044B . GLAZING .. . 5116 LAN V%r-,RILL KIT 644703 44 4222A 5USW 3 . , 711(" LAM $4222 45 MC GLAZING BEAD, 7116" LAM VWGRILL KIT 6985 48 4067 GLAZING DEAD, 13116* LAM LG. 64067 47 4071A FRAME, I.F. HM 64071 48 4072A FRAW L.F. LOW SILL 64072 49 4073A FRNAE, LF. HIGH SILL 64073 50 40748 FRAIW- LF. AAMB 64074 52 4009 SILL LATCH (EGRESS) (LOW SILL) 784009 53 1088 SPRING, SILL LATCH (EGRESS) 7SPRNG 64 2740 SILL LATCH (EGRESS) (HIG14 SILL) 62740 55 i 014 SCREEN FRAVE (HOR. & VER.) 61014 56 1630 SCREEN CORNER KEYVWRINGS 71630 57 1631 SCREEN CORNER KEY VWOUT RINGS 71631 56 1073 SCREEN WAING 7CASP 59 1624 SCREEN SPLINE -.135 DIk FOAM 61624K A "Owl C Maw s 9/1Ji1S J.J. HtSSHEET GLASS TYPE TO TE49WAM FROM HS NOKOMIS, h134M P.C. DQx imp HOKOM VI -3W4 Ul ITEM DwG-# DESCRIPTION PaW 60 1635 SCREEN SPLINE -.135 Del HARD 61635K 61 SCREEN CLOTH 61816 63 505 GLAZING CHANNEL (.680 X.500) 6533402 64 1161 #6 X 1.000 PH. BUGLE TEK 708X1 67 IGLAZINGTAPE..1116Xi11-7M$L.M 62M510 68 4051A SASH BOTTOM RAIL (HFW- SILL) 6406.1 69 4050A FLANGE FRAME SILL (HIGH SILL) 64030 ISILICOWIDOW80,995OREQUIV. 70 60 _ A GLASS. 5116" LAM, (1/8"/x.000 PM%llX-,% 81 13. GLASS, 5116" LAM, (10A.090 PV8.1/8"HS) 82 C, t31lASS, 5!!S" 179U�, (118"FtS.49Q P1IB, ISS 83 D. GLASS, 7116' LAM, (118"A,.090 PVB,118"A) 84 E GLASS, 711W LANK, (1!8"A.090 PVg,118"HS) 85 F. GLA$S, 7116" LAM, (116-HS„090 MAIMS) 86 G. GLASS, 13116” LAM IG.1i8"T, Afft SPACE, 5116- LAMI, (118-A,.090 PVB,I*-A) 87 H. GLASS, 13116" LAN tt3;118'T, AIR SPACE. 511 " LAN, (118"A,.090 ,1J8`HS) 88 L GLASS. 13116* LAM IG;11B-T,AIR SPACE, 5M6- LAM, (118"HS,.090 PW118-HS) 89 J. GLASS, 13M6" LAM IG; 11M. AIR SPAM VIV TAW, (3116'A, -{f80 P1t8,31 IQ" • 90 K. GLASS, 13116- EQ t0;118; , AIR SPACE, 7H 6- LAW, (3116-A 18'1 15) 91 L. GLASS,13116- LAM IG;118-T ANR SPAL;E, T11 B" !ANN, (3/18'i1S. 091! Nw ,311 ' . 92 ,13h 6" ;118" 6% LAW (1l8"kO9 .178"A) 1 047 FRAME, I.F. HEAD A #4071A,6063 -T6 .062 NOM THICKNESS 48 FRAME, I.F. LOW SILL #4072A, 6063-T6 YRIODU T REVISED as apmplyh* with the Flmi& A.M..M I I— 1 HIC NOM THICKNESS L,tNN MiQ&� --'. `GtlaSE FRAME, !. F. ,LAMS Z�' • 105 FRAME, I.F. NIGH SILL #40746.6063-T6 — No 5a tr - _ w:: l�i #4073A. 83-1$ (USED AS RADIUS TOP HEAD) o 1 � PARTS LIST A s�A� Of"? FL V- -* rme �, �• ........ ALUM. SINGLE HUNG WINDOW IMPACT �,;�SSt4„'N��P►� vroi y s.a,.nn d t � A" A. LYL MI u -t P E. SHTfiO NTS 6 a 11 4040-20 D FL P.E # 58705 . . .... ..... 48 FRAME, I.F. LOW SILL #4072A, 6063-T6 YRIODU T REVISED as apmplyh* with the Flmi& A.M..M I I— 1 HIC NOM THICKNESS L,tNN MiQ&� --'. `GtlaSE FRAME, !. F. ,LAMS Z�' • 105 FRAME, I.F. NIGH SILL #40746.6063-T6 — No 5a tr - _ w:: l�i #4073A. 83-1$ (USED AS RADIUS TOP HEAD) o 1 � PARTS LIST A s�A� Of"? FL V- -* rme �, �• ........ ALUM. SINGLE HUNG WINDOW IMPACT �,;�SSt4„'N��P►� vroi y s.a,.nn d t � A" A. LYL MI u -t P E. SHTfiO NTS 6 a 11 4040-20 D FL P.E # 58705 (-�-- 2784 1.363 .062 FLANGE FRAME HEAD #4002A, 6063-T6 0 FLANGE FRAME JAMB #4004,6063-T5 (USED AS RADIUS TOP HEAD) .062 2.830 2- F– —2784---� FLANGE FRAME SILL (LOW t J #40030, 6063-T6 .062 .490 } -1.451-4 T SASH STOP #4025,606345 T5 1--2-279-1 T 1.707 .062 —_j 21 FIXED MEETING RAIL23 SASH TOP RAIL #4054A, 60�ii- 5:7 #4W6C, 6063HS-T6 .062 3.446 �"-- 2.784 --� 2.946 69 FLANGE FRAME SILL (HIGH) #4050A,6063 -T6 J.J. I 1019711 t I D INO CHANGES TM SHEET J.R 04111111 C ND C HANGES MS SHEET FJC I 0/1105 I -J-J. 1223/07 I.F. FRAME 1 or 47 I 2 I II 330 6or50 i 6or50 SEALANT OR GASKET ( AT HEAD AND SILL SEALANT ALONG ENTIRE JOIN' I I.F. FRAME,& II VVELD ALONG BOSS (2) }-1.513-j 738 I v tI40 • • VIEW D -D .• EWCE*-E 6000:6 (111 & VIEW HEAD & SILL, RADIUS TOP SILL) (RAbIUS TOP ttAd ONLY).... �. 17 SASH STOP COVER _ FRAME CORNER CONSTRM.. 110N . #4053,6063-T5 • •. • • • • • • • • • • 1.165 � ••• 6666 6666• -678 2.326•---1 •• • 6666 ••••0• t 1.096--1•+----- —T • • • • • • • 062 f 41 GLAZING BEAD 5116" ' • • • • •• • #40396, 6063-T5 • • • :.. s •: 1.979 •• • 6666 • • 31 SASH SIDE RAIL #4M 6063 -TS 28 SASH BOTTOM RAIL (LOM #4007,6063-T5 cow I .678 1.096 T GLAZING BEAD 7/16" #4222, 6063-T5 2.328--i fiw 1 .950--i- 678 1.0�J6T� '�7-T 42 GLAZING BEAD, 5116" #4044B, 6063-T5 (USED W! GRILL KIT) 6'83 MODUCT.REWSM wriDg withw. su-t de 2.638 .a5a .062 r �ittttrJ a5o .678 1.097``,•� VYNN k, GLAZING BEAD, 13116" IG 1.115—s-+--► #� #4067.6063-T5 68 SASH BOTTOM RAIL (HIGH) 45 GLAZING BEAD,_ 7116" = * 5B7a5 ' #4051A,6063 -T5 #9850,6063-T5 (USED WI GRILL KIT) _ iU =' ,o�otoa oG,r aan,e EXTRUSIONS & FRAME CORNER DETAIL �D•c� ' FtaA: �O ` NOs, m 3c MLYTORMLUDELF ALUM. SINGLE HUNG WINDOW IMPACT %''�i`;S►ONAt- `' ` P.O. tiOx 9528 s.�,sft&a _ sone awet n„�u±0. x.. A. LV&MIL12k P.E tiacotuns. u Sava i/issbly Beucr SH700 Haff T w 11 4040-20 D FL P.E.# 58705 ANCHOR QUANTITIES FOR 111 FLANGED WINDOWS TABLE 3. WWDOW HEIGHT SUBSTRATE: 28.E 34•6M 40.603 46.603 52.603 58.603 64.603 76.000 ANCHOR TYPE: v 0OOU v p ZthZ N U cliZ[) U o �O U 0 oG 0 0 U N u Z nN O U U U U D �0N� v Z�ZZ U v U 0NZ`ZMONZ—ZM NO 0 U n o 0 0 C) 0 WIDTH ASS TYPE. C,D,E,F,G, H,I,J,K,L [lT2 1 1 1 1 1 2 11 9 222 1 22222222222 222222 2 2 2 222 2 2222322:33 19.125 A,B,M 1 1 1 1 1 i_ i 2 i 1 i i 1 2 1 1 1 2 212 112 212 2 2 2 2 2 2 -122L221222 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 3 C,D,E,F,G, 1 H,I,J,K,L 1 21 1 1 21 2121 2221 222222.222222222232222232223332233 24.000 A,B,M 1 1 1 1_ 1 1 1 1 1 1 1 1 1 1 1 2 1111112 1 2 9 2 1 2 2 2 1 2 2 2 2 2 2 2 'T2- 2 2 2 2 2 2 2 3 2 2 2 2 2 3 212 -?13- 3 3 2 2 3 3 C,D,E.F,G, 'I 1 t 1 t 1 1 i 1 1 t 1 1 1 1 2 1 1 2 1 1 2 1 1 H,I,J,K,L 1 21 222231 222231 223232223232232.000 23332233343233343344 1 1 1 1 1 1 1 t 1 1 1 1 441 1 1 1 1 t 1 t 1 1 1 1 A,B,M 1 2 1`2 212 2F3!2 2 2 213 112 23 2 3 2 2 213 213 212 213 3 3 2 2 3 3 3 4 3 F2 373 3 4 313 4 4 C,D,E.F,G, 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 221 222231 22323 222323222323 2323342333343334353344 37-000RLJ'K,L 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 A,B,M�2'F2 1 2 2 2 2 3 1 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 3 3 4 2 3 3 3 3 4 3 3 3 4 3 5 3 3 4 4 PSF 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 H,I,J,K,L 221 222232223232223232323242333342334353334453344 A,B,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2121112 2 2 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 3 2 4 2 3 3 3 3 4 2 3 3 4 3 5 3 3 3 4 4F5 3F3 4 4 PSF 79 44.000 C,D,E,F,G, H,i,J,K,t 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 222222232223232233242333342333342334353334453445 A,B,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 3 2 3 2 2 3 3 2 4 2 3 33 34j2&33 3 4 2 3 3 4 3 5 3 3 3 4 4 5 3 4 4T5 PSF 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 48.000 H,l,J,K,L 22222223222334 2333342334 34 23343 53334353345463455 A,B,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 2 2 2 2 2 2 2 3 2 2 2 3 3 4 2 3 3 3 3 4 2 3 3 4 :3r4 2 3 3 4 3 5 3 3 3 4 3 5 3 3 4 5 4 6 3 4 5 5 PSF 72 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 3 2 3 53.125 H,1,J,K,L 22222223222334 _2 2334342334 343334353344463445463456 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 32 A,B,M 2 ;2j 2 2 2 3 2 2 2 3 3 4 2 3 3 4 3 4 2 3 3 4 3 4 3 3 3 4 3 5 3 3 4 4 4 5 3f3 4 5 4 6 3 4 4 5 J J. I 10/07/11 1 D CHANGES 7W SHEET in 1--0491111-1. C jmocfmj4GESTmssffEEr R~w DWK I N w — IREVISEANCHORAGETAMEANDN40TES_ FJC 11/13W I B SADD AP MAX. %HEftEANCHOR QTY IS RESTPUCTEO SY S(ZE O TECHNOLOGY DRIVE NOKOMUk FL 34275 PA_ Em 1529 NOKOMM. FL 34274 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1- V4' ELCO TAPCONS 2 -114" ELCO SS4 CRETE -FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. HEAD -18112' MAX. FROM TOP CORNERS .JAMBS -17 V2' MAX. FROM TOP CORNERS 16' MAX. FROM BOTTOM CORNERS IV MAX. BELOW MTG. RAIL ASILL - ANCHORS NoT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF ANOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1' LESS. A 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN . • • • . - PRESSURE FOR • ' • • • • - RESPECTIVE SIZE • ' ;' . • . • AND GLASS TYPE" • • • • • • •' • • • AVAILABLE. "00-40 • • - .. . .... ..... ... .. . .. ..... .. . .... ...... . . . . ...... TABLE KEY: .... MfiX. PSF (DP LIMITED) 118 HEAD 2 ROAUcr REMED Thin! with the Florida .IAMB ABOVE 2 3 MTG- RAILo JAMB BELOW KM4TG. RAIL rcoatsstcosuml (FULL DP) HEAD 2 JAMB ABOVE 2 3 MTG. RAIL JAMB BELOW MTG. RAIL ANCHORAGE SPACING, 1/1 WINDOWS ALUM. SINGLE HUNG WINDOW, IMPACT Yuibly Berur sH70o rswNTS 8 a 11 4040-M D 1111{111 VftAN AR111-11//�,� �,. - ' V1; er--- � i N� 5g105 * b� �w- sip.Qp, ' �� A. LY�4taiLlit P\ .E- FL P.E-# 58705 A ANCHOR QUANTMES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. WWDOW HEIGHT SUBSTRATE ----,29.855 37.155 44.655 52.155 59.555 67.155 74.655 76.000 ZZMOz,zcs0ZQZZcoOZrZOZZOyUZrUZmao ZU rUZ ANCHOR TYPE. 3 NUU U UU UU o U U WINDOW GLASS cq OhONOh�NO O O ONO Oh O O OCVO O Oh O 0 c O O WIDTH TYPE U U U U 19.125 C,D,E,F,G, KI,J,K.L 1 1 1 1 1 1 2221 222221 2222222222 222222222j23 2 2 2 3 2 -3T-2 2 2 3 2 A,B,M— _-1-- -r --1- _ 1- ...__f '.__ 1 1 1 1 1 1 -2F2 2r1 2 2 2 2 2 1 :21-2 2 2 2121212 2 2 2 2 2 2 2 2 2 2 212 3�2 2 2 -- —3T2 —3F2 2 2 3L2 PSF 79 24.000 C,D,E,F,G, H,1,J.KL 1 t 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Ill. 1 1 2 2 _1 2 22 _1 22 _1 2222 2 2 2 22223 2 3 2 2 2 3 23I22 2 3 2 3 2 2 2 3 2A,B,M 1-11-�IN22—IFI 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 jW 2 2 2 2 2 2 ![�d 2 2 2 2 2 2 3 2 3 2 2 2 3 2 $2223232212_312 PSF 68 77 1 1 C,D,E,F,G, 1 1 1 i 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 32.OD0 H,i,J,K,L 1 1 1 1 1 1 222 22223222233223333 3233433243433243 A,B.M 1 1 1 1 1 1 1 1 2 1 1 2 1 1 aF32 1 1 1 1 1 1 Ill 9 1 1 1 2 2 2 2 2 2 2 3 2 2 J22 3 3 2 2 3 3 3 3 3 2 3 3 4 3 3 2 4 3 4 3 3 2 4 3 PSFJ 59 67 79 C.D.E,F,G. 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 1 2 1 2 2 1 2 37.000 H,I,J,K,L 1=1 1 1 1 1 —2T2 2 2 2 2 2 3 2 2 2, 3 —373 2 2 3=3 3 3 3 3 4 3 3 3 3 2 3 3 4 3 3 2 4 3 4 4 3 2 4 3 A.B,M 1 1 1 2 1 1 2 t 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 1 1 1 1 1 2 2 2 2 2 2 2 3 2 2 2 3 3 3 2 2 3 3 3 3 3 3 4 3 3 3 3 2 3 3 4 3 3 2 4 3 4 4 3 2 4=3 PSFI 54 79 62 79 40.E C,D,E,F,G, H.I.J,K.L 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 11 1 1 1 222 222232233332233433343333343443343443353 A.B,M 2 2 2 Z 2 2 2 2 :'. 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 -11-1 11 22222223223-3332233433343333343443343443353 -2 PSF 49 79 56 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 44.E H,I,J,K,L Ill 111,111 2222223322333423-3344 3343443343443--F43443354 A,B,M2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 -111 9 1 ill 212 2 2 3 3 2 2 3 3 3=4 2 3 3 3 4 4 3=3 4 3 4 4 3 3 4 3 4 4 3 3 4 3 4 4 3 3 5 4 PSF 45 74 51 74 -?J-2 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2- 2 2 2 2 3 2 2 2 2 -2 1 3 2 2 3 2 2 48.000 KI,J,K.L ill 1 1 11 22222233223334333344 3344443344444354444354 A.B,M2 2 2 2 1 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 11 1 1 1 9 2 2 212 2 2 3T3 2 2 3 3 3 4 3 3 3 3 4 4 3F3 4 4 4 4 3 3 4 4 4 F4 4 3 5 4 4 4 413 514, PSFI 411 67 46 67 76 79 C,D,E,F,G, 2 2 2 2 2 2 3 2 s 3 1 2 3 3 2 3 3 2 3 3 2 3 3' 2 3 53.125 H,I,J,K,L 4111 11 222222333333443344443344443344554354554354 A.B,M 2 1 2 1 2 2 2 2 3 2 2 3 2 3 3- 1 Ill 9 111121212121-2-12,313 3 3 313 4 4 3=3 4 4 4 4 3 3 4 4 4 4 3 3 4 4 5 4 4 F315 4-5 4 4 3 5F4 n"ae�c ars J..L 10/07111 D N0 aMJJGES 7M SHEET Apt 04101111 C ORQTYtsrd www awlAEvjS-E)W-Cfl0A4GErABLEANDNo FJC ll/laW I B IAVD0PMAXWiEREANCH0RQTYlSRE 2!13107 9a7o TECHNOLOGY DRIVE RACTED BYsm NMONS, FL 34275 R)CTE0 BY S2E PA, BOX 9529 NOiCOtJid, FL 34274 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1-1/4" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE -FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD -181/2" MAX. FROM TOP CORNERS JAMBS -171/'2" MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS 6' MAX. BELOW MTG. RAIL ®SILL -ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. ABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OFANCHOORS S�OINN IN BOLD.• OTHERWISE. THE FA PRESSURE FOF: TH . • • • • • • RESPECTIVE SIZE• 0 • • 0 • AND GLASS TY" Iq • • •• •••••• AVAILABLE. • • • • • • • • 0000•. •00 0000 0 • 0 0 0 ••• 0000 0000• • 0000 .. 0000. • .. . 0000 0000.0 •00• • 000 .. . 0 • 000000 000000 • . 0000.. . .. . 0000 . . TABLE KEY: 0000 MAX. PSF (DP LIMITED) 117 HEAD 3 nonucrizEVlsaa JAMB ABOVE3 3 MTG. RAIL o l t -; © i aft JAMB BEL -0W - MTG. RAIL ado Product Corsrot HEADI 2 JAMB ABOVE 2 MTG. RAI. ' JAMB BELOW_ WG. RAIL STANDARD VIEW 4SH7W UM. SINGLE HUNG WINDOW, IMPACT Vusbly Bomr a�.avwra.. NTS 9 d 11 41)40-2Q D z: k I� �Z of- A- L IU MILk-tK P.E. FL P.E.# 58705 ANCHOR QUANTITIES SUBSTRATE ANCHOR TYPE: ABOVE MEETING RAIL HEAD & JAMBS CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE7. WINDOW HEIGHT 81II" SASH HEIGHT FROM TABLE 8. 17.125 22.668 28.219 24.776 33.754 39.296 44.839 50.382 55.925 a o U v Qclf +J in 3 0 0cm U U z 11 pQ a 0 U -ptIQ�O`-O�O U 3 U U U U o 0 O`-OciQNO`rOOfO�0 v U v o r.� C) [] 0 U U U 0 0of U © �c" 3 0 c3 0 -fl v WINDOW WIDTH GLASSNQNQ`- TYPE 49.125 D,E,F,J, KL 1 -1 --4-- 1 1 1 1 -2- 1 1 1 1 1 2 1 �2- 1 -2--2 1 1 2 1 2 1 2 1 3 1 1 1 1 2 3 3 2 1 3 1 3 1 3 1 3 -2 2 2 2-' 24.000 D,E,F,J, 1 1 1 1 ..2_._.2 1 1 _2 2 2 2 2 2... 2.. 3. 3 1 _2._ 1 -_ 3 1 -_ 3 1 1 1 1 2 3_- _3 3-- i _3 1 31 1_ 3 . 1 -- 4 - 1 __2._ _ 2 2 D,E,F,J, . 1 "9 4 i 1 1 2 Al 1 2 11 4 2-1-3 4 2 y4 37.008 79 KL 1 1 T-2 2 2 3 2 3 3 3 3 3 2^ 3 4 3 4 3 4 5 3 - 5 PSF 79 37.008 D,E.F.4 KL 1 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2_ 2 1 2 2 2 1 1-- 1 2 2 2 3 2 3 -3 -3- 4 3 3 3- 4 3 4 4 4 5 5 _1 4 5 PSF 791 79 7,91 79 44.001) 2 2 40.000 D,E,F,J, 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4 2 2 4 KL 1 1 4 2 2 2 3 3 3 4 3 4 4 J-3 FT 4 3 5 4 4 5 A5_. i_] 6 PSF 79 76 79 77 79 1 79 79 2 2 2 2 44,000 D,E,FA 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 KL 4 1 4 2 2 2 3 3 3 4 4 4- 4 3 5 4 3 5 5 4 5 5 4 6 PSF 78 79 70 1 79 79 71 79 73 76 2 2 2 2 48.000 D,EFA 2 2 2 2 2 ? 1 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 K,L 1 1 1 2 2 2 1 3 3 3 4 4 4 5 4 5 5 4 6 5 4 6 6 5 6 PSF 71 79 63 71 7.9 64 7466 t 77 69 69 53.125 D,E,F,J, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 K,L 1 4 4 2 2 2 3 3 3 4 4 4 5 4 5 6 5 6 6 5 7 6 5 7 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TA13LE 8. SASH HEIGHT SUBSTRATE. ANCHOR TYPE: juwsblw- 12 776 15.776 18.776 21.776 24.776 NOCRAWjW 7105 51-IEET 27.776 30.776 I= TECHNOLOGYDRtVE 31.106 MO c $ ci z 11 pQ a Z v�cN�UNv c p Z t> V2 v c cv ZMZ ABLE AND S. ADD DPMAX WIE?EANCPXW07YISRE-STRICMDBYSIZE ci Z Q c ON V TWIND O N v U z Mi Zv �z u Z 8 8 OW WIDTH 19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 32.008 2 1 2 2 2 2 3 2 2 TT 2 3 3 2 3 3 2 3 4 2-1-3 4 2 3 37.008 79 2 1 2 2 2 2 3 2--j-3- 3 2 3 3 3 1 3 3 3 3 4 1 3 1 3 4__F_3 T 4 40.000 74 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 3 4 3 4 4 3 4 68 78 44.001) 2 2 2_ 2 2 2 3 2 3 3 3 3 4 3 3 4 3 4-6 31 4 5 3 4 63 72 7$ 48.000 2 2 2 2 2 2 3 2 3 4 3 -3 4 3 4 4 3 4 5 3 4 5 3 4 73 SS 66 72 53.125 2 2 2 2 2 2FTE-3T_-3l 4 3 4 4 3 4 5 3 4 5 3 5 5 3 5 mw-eer. Dow juwsblw- — — a i IVA07111 D NOCRAWjW 7105 51-IEET p yo I= TECHNOLOGYDRtVE J.R. 04AM 1 C NO CHANGES WS SHEET NOKOMt% R. 34275 P.O.amIwo wse Or. F.ic D&W 11/13/00 B ABLE AND S. ADD DPMAX WIE?EANCPXW07YISRE-STRICMDBYSIZE NOKOM16. FL 34774 FX7/29/05 J.J ==7 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1-1/4" ELCO TAPCONS 2 -1fa" ELCO SS4 CRETE -FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING B� DIMENSIONS: HEAD -18112" MAX. FROM CORNERS JAMBS -17112" MAX. FROM TOP CORNERS 11 112' MAX. ABOVE THE MEETING RAIL 6° MAX BELOW MTG. RAIL 1S' MAX FROM BOTTOM CORNERS SILL: -ANC HORS -NOT REQUIRED 3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM ® VIEW WINDOWS FROM TABLES T. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TALE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW WINDOWS ARE 12 SW MIN. TO 38" MAX. A - TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 6. DESIGN PRESSURE LIMITATIONS: ad SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND : • • • • • • • • • • • GLASS TYPE IS 0000 : •. • •• AVAILABLE • • • • ® TABLE 7. KEY# + + 0 0 • ose 0000 ...... 0000 go. MAX P • P LMTED)17<2 • .• . HEp,D '02 0000 •••••• • JAMB ABOVE �' : • 0 MCG. RAIL ' :000:0 • 000000 • . • . ...... (FULL DP) • •: • HEAD 2 JAMB ABOVE 4 MTG. RAIL REVSSD . q .% - coi3,:i4 TABLE 8- KEY: MAX. PSF (DPLIMITED) 112 JAM BELOW MTG. RAIL FUS U. DP) JAMB BELOWF2 MCG. RAL 10- am ANCHORAGE SPACING, CUSTOM VIEW lww lGa", ALUM. SINGLE HUNG WINDOW, IMPACT Visibly Betr« SNIOW&bde 5NM NTS 10 d 11 4040-20 w 1/111111/ d- ��`�` • ��GEPISF '� 58705 CAI. !"It# Luz OFtoa10# ' C2~� '��SS�OIVA�- ��'�• A. LYNN OLL!J P.E.- - _ -_- FL A.E.# 58703 I& 3.35 KSI MIN. CONCRETE OPTIONAL lx WOOD BUCK (SEE NOTE 4) EXTERIOR INTERIOR ALL HEAD AND SILL DET AI ) CONCRETE ANCHOR -(SEE NOTE 1 & 2x WOOD BUCK A(SEE NOTE 4) • • I W IhMN.,114" TAPGON -i-W4- MIN., 1/4' CRETE -FLEX MAX. SHIM ® NOTES: 1.'FOR CONCRETE APPUCATIONS IN MIAMWADE COUNTY, USE ONLY MIAMWADE COUNTY APPROVED 19' ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1314". WOOD ANCHOR 2. FOR WOOD APPLICATIONS IN MIAMI -RADE COUNTY. USE #12 STEEL SCREWS (G5) OR (SEE NOTE 2 & 3)Zgs�, 1/4' SS4 CRETE -FLEX. 3 FLAT BEAD ANCHORS WHERE REQUIRED MUST HAVE #12 TRiMFIT HEADS DETAIL ADETAIL B TYPICAL FLANGED HEAD ANCHORAGE 1 3/8" Am MIN. 114" MAX. SHIM � 1111(ollill 114" MAX SHIM 1 I14' 114' MAX. SHIM MIN-, 5. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 118" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SKEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 6. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBG CURRENT, v EDITION, SECTION 2003.8 4 (SL IPPLEMENT 2005). CONCRETE ANCHOR, WOOD ANCHOR, • • 00.00• • • • FH BELOW MEETING FH BELOW MEETING 000.0• • • •• •• • •- RAIL. (SEE NOTE 1' & :3) A RAIL (SEE NOTE 2 & 3) -LF • • i92- 3.35 KSI MIN. CONCRETE INTERIOR OR 1.5 KSL MIN_ CMU(ALL JAMB DETAILS) EXTERIOR K OPTIONAL WITH SOLID COI --RETE 2x WOOD BUCK SUBSTRATE (SEE NOTE 4)A (SEE NOTE 4)A "Cl DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 114' MAX. I •— SHIM 1 1!4" WOOD FRAME MAX SHIM y 1 OOD FRAME 131" DIA MIN. x 2112" NAIL, AT CORNERS AND 5" O.C. .131" DSR. MIN. x 2 112' NAIL, AT CORNERS AND 5.O.C. DETAIL F, (HEAD) L -131" DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND 5" O.0 DETAIL E, (.IAMB) TYPICAL INTEGRAL FIN ANCHORAGE J.J. 10107111 D INO aMNGE'S 7}115 SHEET 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 112". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE 00.00 INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1 P1" 1—T MIN. M I THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE _ ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORItY HAVING JURISDICTION. 114" MAX SHIM 1 I14' 114' MAX. SHIM MIN-, 5. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 118" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SKEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 6. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBG CURRENT, v EDITION, SECTION 2003.8 4 (SL IPPLEMENT 2005). CONCRETE ANCHOR, WOOD ANCHOR, • • 00.00• • • • FH BELOW MEETING FH BELOW MEETING 000.0• • • •• •• • •- RAIL. (SEE NOTE 1' & :3) A RAIL (SEE NOTE 2 & 3) -LF • • i92- 3.35 KSI MIN. CONCRETE INTERIOR OR 1.5 KSL MIN_ CMU(ALL JAMB DETAILS) EXTERIOR K OPTIONAL WITH SOLID COI --RETE 2x WOOD BUCK SUBSTRATE (SEE NOTE 4)A (SEE NOTE 4)A "Cl DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 114' MAX. I •— SHIM 1 1!4" WOOD FRAME MAX SHIM y 1 OOD FRAME 131" DIA MIN. x 2112" NAIL, AT CORNERS AND 5" O.C. .131" DSR. MIN. x 2 112' NAIL, AT CORNERS AND 5.O.C. DETAIL F, (HEAD) L -131" DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND 5" O.0 DETAIL E, (.IAMB) TYPICAL INTEGRAL FIN ANCHORAGE J.J. 10107111 D INO aMNGE'S 7}115 SHEET • ».a 00.00 • 1070 TECHNOLOGY J.R. 04�f11 ! C ND CHANGES 77i1S SHEt7 NOlfOMME,4, R 34275 FL 34275 � • — a9mK :�/OB - ADD 1flfFEGPAL F1NANCHORA UPDATE & REORDER NOTES. B P.O. Box Iwotyxcud.FL3az74 _r_c;i FJC 4 Ev. tare. ADD CtwdodBy O7FST..UPUr4TE�Fl1?BEDMEN7"LdtM w blyBetter FX W1105 J.J. 22307 • • • - FRAME DETAIL G, (SILL) ANCHORAGE DETAILS ALUM. SINGLE HUNG WINDOW, IMPACT S" errs 11 d i 4040-.20 0000• • •• 0!000• • 00.00 • • - •.•• 0000 � • 0000 •!•• ••••• 09.90 • •• 0.099 • • • - 9• •• 0060 0000•. • ••9•• • • • 9••9.9 • • • 9 • • 9•••6• •• a �PIYs'�& the Fiotida ANO1 "10 3.1+ �ttlfi LYNN .. iclerls tF'p * : x.58705 ��s-�--- scp' ' ) PLOW C�, IONAL A. LYkk MILLPW P.E. D FL P. E.# 58705 GENERAL NOTES: SERIES 7201820 IMPACT -RESISTANT FIXED WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILIDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS A`RE NOT REQUIRED VIViEN USED IN WIND-BORNE DEBRIS REGI. FOR 9MIATED MASS INSTALLATIONS ABOVE W W THE HVHIZ. THE OUTBOARD LRE (CAP) MUST TEMPERED. 3) FOR MASONRY APPLICKTIOM IN MIAMIaADE COUNTY. USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE. ASTM 090 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4) ALL WOOD BUCKS LESS THAN 1412" 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 1-11Y THICK OR GREATER. IX 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, (EOR) OR ARCHITECT OF RECORD, (AOR). 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED- OVERALL SEAUNGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) MAX. 114' 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 STRUCTURALICYCLE TEST PRESSURE. FRAME ANALYSIS ANO GLASS PER ASTM E1300-09. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE. STRUCTURAL! CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E130"S. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE VANDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-113% 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-3635.3850 & 7212; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ANSIlAF&PA NDS FOR WOOD CONSTRUC71ON - (2005) AND ADM ALUMINUM DESIGN MANUAL - (=4 10) THE 720 SERIES USES A PVB INTERLAYER, THE 820 SERIES USES AN SG INTERLAYER. THE 720 AND 820 SERIES MAY ALSO BE REFERRED AS THE 701 SERIES. A - SHEET 6 I 6' T MAX. 48' TIP -TO -TIP WIDTH +- 47' BUCK WIDTH 44114' VISIBLE LIGHT WIDTH r+� B. SHEET B — I 6r MAX A SHEET 6 BUCK HEIGHT / 92-1/4' VISIBLE LIGHT HEIGHT I C SHEET 7 I_L____ 12' MAX. O.C. _ w TIP TO TIP HEK#1T I i -+- B —0-i j- 12' MAX. O.C. SHEET 6 TYR FLANGED FRAME ELEVATION (TESTED UNIT) GUIDE TO SHEETS: GENERAL NOTES.-.---- 1 ELEVATIONS..........»............_...... 1 GLA23NG DETAILS._...._..-..»..- 2-5 DESIGN PRESSURES-- 2-5 INSTALLATION, RANGE........._ 6 INSTALLATION, EQUAL -LEG_. 7 INSTALLATION. INT. FIN A......-_ 8 INSTALLATION. INT_ FIN B......__ 9 CORNER ASSEMBLY.—. 10 EXTRUSION PROFILES ------- 10 PARTS iiST .». _ .. 10 TART P I- 45-1/4• VISIBLE LIGHT WIDTH -►-D. SHEET 7� DESIGN PRESSURE RATING IMPACT RATING VARIES, RATED FOR LARGE & SMALL SEE SHEETS 2-5 MISSILE IMPACT RESISTANCE 48' BUCK WIDTH + 45-'U4' VISIBLE LIGHT WIDTH 6' MA F, SHEET 8 -C SHEET 7 J 96' SUCK _ HEIGHT 93-114 _ VISIBLE LIGHT HEIGHT E, SHEET 8 G, SHEET 9 L] ILL -------- i 5" MAX O.C. MAX I �D ---j SHEET 7 FIGURE 1: Desari¢Z#on Shf 1r O.C. 1711ir Lama (3116" An - .090" PVS - 3116" HS) MAX. 2 / 12 O.C. 3 MAX. / 4 1-1116" Lama. IG (3116" T - 7116' Air - 3115 HS -.09T PVB - 3116" HS) 6" 5 MAX. 4 6 7/16' Lam! 3116" HS -.OW SG - 3116' HS Type Desari¢Z#on Shf 1 1711ir Lama (3116" An - .090" PVS - 3116" HS) 2 2 7116' LaW16' HS -.09T PVB - 3116' HS 2 3 14116" Lfunl. IG 16' T - 711V Aft - 3116' An - _090' PVB - 3116' HS 3 4 1-1116" Lama. IG (3116" T - 7116' Air - 3115 HS -.09T PVB - 3116" HS) 3 5 7116' Gnif 16' An -.09T SG - 3116" An 4 6 7/16' Lam! 3116" HS -.OW SG - 3116' HS 4 7 1-1/16' Luad. IG 16' T - 7/16' Air - 31f6' An - _090` SG - 3116' An 5 8 1-1/16" Lama. IG 116' T - 7116- Air - 3x16' HS -.090- SG - 3116' HS) 5 'SG'='DUPONTO SENTRYGLAS INTERLAYER` BY E.I. DUPONT DENEMOURS & CO.. INC. �-� - 12- MAX O.C. 2' MAX J L --H. SHEET 9 TYP. EQUAL -LEG FRAME ELEVATION (TESTED UNIT) 2' MAX. ;iV#3f 93-114' VISIBLE LIGHT HEIGHT I 96' HEIGHT 5' MAX. O.C. TYP. FIN FRAME ELEVATION (TESTED UNIT) SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK S17E FROM THE TABLES ON SHEETS 2-5. ANCHOR SPACING TO BE 6' MAX FROM CORNERS AND 12'0.C. MAX. FOR ALL CURVED FRAME MEMBERS, SEE FIGURE 1. THIS SHEET. WIDTH --I }--WIDTH---i I-- mDTH -►{ �r----- ---i ---� Tr_ -1 T -� + jLD�w w C——)J 1 WIDTH - }•+- WiOTH -�( }+ WIDTH t -J 131�_ w m wu11w 10L —WIDTH— worm }+- worm WIDTH WIDTH -• r SE 2 - DEC 0 9 2014 PRODUCT REMNVED as axnplying with file RoMs cieCoft taMe W _L 3-7al A \.YNN i 87 05 tx i�.C� FtOR10�'•'��'�`: iSS'(ONA, 7//11111110,*\ A LYNN MILLER, P.E. P.E.@ 58705 V)Y Ll • `r tom!) .- O %' in �••• • N Ir co •�M •• J O Zcli �•• P u• u) Lt. to .f V-2JO p • X [n•� .p • :ql+r • � r. w p .. j3•a�- . Z GL . LL z +. • • Q a .Q. • • • � o � aJ � • tests • Z N O O Z Z Q Z J a� O § g li lu o w � cm op X w as tL C9 \.YNN i 87 05 tx i�.C� FtOR10�'•'��'�`: iSS'(ONA, 7//11111110,*\ A LYNN MILLER, P.E. P.E.@ 58705 TARt F d - NOTES - 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT Y FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DR&NSION. 2) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, 1NO THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 1-1/16' NOM. 7116` LAMINATED GLASS STACK Window Design Pressure (+/-, psQ for Glass Types 2 & 4 7116' LAMINATED GLASS STACKGLASS f O ••••• �•� � U? p STACK 81c0 090' PVB INTERLAYER 3116' TEMPERED GLASS 3116- HEAT STRENGTHENED GLASS z Long Side (m) •N -J ti- L0 LL d) J 3116` HEAT STRENGTHENED GLASS 3116' HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7116" AIR SPACE •U LU `' •o• a 67-718 72 76 80 84 88 92 96 100 104 10942 112 116 120 124 128 132 138 140 144 30 +1-80 +1-80 +1-8 +1-80 +/•80 +1-80 +1-80 +1-80 +1-80 +1.80 +1-80 +1.80 +/-80 +1-80 +1.80 +1-80 +1.80 +1.80 +1-80 +1-80 32 +1-8o +1-80 +1-80 +1.80 +1-80 +1-80 +1-80 +1-80 +1-80 +/-80 +1-80 +1.80 +1-80 +1-80 +1-80 +1-80 +1-80 +1.80 +1-80 34 +1-80 +1-80 +/-80 +1-80 +1-80 +1-80 +1-80 +1-80 +1.8 +1.80 +1-80 +1-80 +1-80 +1-80 +/-80 +1.80 +1-80 36 +1-80 +1-80 +1-80 +1-80 +1-80 +1-80 +/-80 +1-80 +1-80 +1-80 +1.80 +1-80 +1.80 +/-80 +/-80 +1-80 38 +1-80 +1-80 +1-80 1 +/-80 +1.80 +1-80 +1-80 1 +/-80 +1-80 +1.80 +1-80 +1-80 +1-80 +1-80 40 +1-80 +1-80 +1-80 +1-80 +1-80 +1.80 +1-80 +1-80 1 +1-80 +1-80 +1.80 1 +1.80 42 +1$0 +1-80 +1-80 +1-80 +140 +1-80 +1.80 +1-80 +1-80 +1-80 +1-80 44 +1.80 +1-80 +1.80 +1.80 +1-80 +1-80 +1-80 +/-80 +1-80 +1.80 46 +1-80 +1-80 +1_80 +1-80 +/-80 +1-80 +/-80 +1-80 +1-80 v 48 +1.80 +1-80 +1-80 +1.80 +1-80 +1-80 +1-80 +1-80 N r 50 +1-80 +1-80+1_60 +1_80 +1-80 +1.80 +i-80 2 52 +1-80 +1-80 1 +1-80 +1-80 +1-80 +1-79.1 O7 54 +1-80 +1-80 +/-80 +1.80 +1-78.8 56 +/-80 +1-80 +1-80 +1-79.1 58 +1-80 ;1-80 +1-80 60 +1.80 +1-80 +/-79.3 62 +1-8 +1.80 64 +1,80 +1.80 W 67-718 +1-80 NOTES - 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT Y FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DR&NSION. 2) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, 1NO THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. EXTERIOR it EXTERIOR `11i VN 3 GLASS TYPE 2 GLASS TYPE 4 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN LONG SIDE �- LONG SIDE SHORT SIDE -� SORT SIDE �-- --- LONG SIDE -+►� SHORT SIDE LONG SIDE SHORT SIDE 1-1/16' NOM. 7116` LAMINATED GLASS STACK 7116' LAMINATED GLASS STACKGLASS f O ••••• �•� � U? p STACK 81c0 090' PVB INTERLAYER 3116' TEMPERED GLASS 3116- HEAT STRENGTHENED GLASS z 3116• HEAT •N -J ti- L0 LL d) J 3116` HEAT STRENGTHENED GLASS 3116' HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7116" AIR SPACE •U LU `' •o• a .090' PV8 INTERLAYER 4 11 '�'� O 'USED • • ca AT CURVED USED AT CURVED g O FRAME MEMBERS ONLY2g FRAME MEMBERS ONLY 518'@1i-7/8' O.C. MAX. GLASS BTfE 11-718' O.C. MAX.MIR GLASS BITE EXTERIOR it EXTERIOR `11i VN 3 GLASS TYPE 2 GLASS TYPE 4 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN LONG SIDE �- LONG SIDE SHORT SIDE -� SORT SIDE �-- --- LONG SIDE -+►� SHORT SIDE LONG SIDE SHORT SIDE \\01111111111, '' I.YNlll.119j� /i� ` NSc- No. 58705 KI fit'tS7 I s's 1111rr1i1ti��%0 A. LYNN MILLER, P.E. P.E?15870S f O ••••• �•� � U? p O . 81c0 ,w.,•J O> z •N -J ti- L0 LL d) J - wv 6 • - •U LU `' •o• a • ••.tr '�'� O Z) • • ca •o lac .� �+O p •" O • '� z co Z O Q Z WW -S O z c lit LLI U X W D.. E. \\01111111111, '' I.YNlll.119j� /i� ` NSc- No. 58705 KI fit'tS7 I s's 1111rr1i1ti��%0 A. LYNN MILLER, P.E. P.E?15870S TABLE 5: 7116" LAMINATED GLASS STACK 3116' ANNEALED GLASS USED AT CURVED FRAME MEMBERS ONLY Q i 1-71W O C_ MAX. NOTES: - 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1" FROM THE Th--TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY Fri WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. TABLE 6: co r 04 Y Window Design Pressure (+/-, psf) for Glass Type 7 Window Design Pressure (+I-, psf)for Glass Type 5 Q • � 0 od••• !a ° i U �•Ice* W Z•• ' •, o Long Side (m) Long Side pn) 67-7/8 67-718 72 76 80 84 88 92 96 100 104 1 10942 30 30 +9W-125.4 +901-120 +901-115.5 +901-111.5 +901-108.5 +901-106 +901-104.5 +901-103.5 +901-1025 +901-10D.7 +901-97-9 32 32 +9W-118.9 +9(Y.110:8 +9W-105.3 +W-101.6 +M-98.7 +901-95.7 +901-92.3 +901-90.6 +901-90.3 +/-89.9 +1-89 34 34 +901-108.9 +901.103 +W-9&8 +W-951 +9W-91.8 +1-88.2 +1.84.4 +1.81.5 +1-80.1 +1-79.8 +1-79.4 36 38 +901-102.6 +9(y-97.1 +901-9Z8 +1-88.9 +1-85.5 +1-826 +179.7 +1-77.2 +175.1 +1-73.4 +1-72.2 38 38 +901-98.4 +9W92-2 +1-86.7 +1-83.2 +1-80.7 +1-78.1 +1752 +1-725 +170.3 +1-68.5 +1-66.3 40 40 +901.94.6 +1-88.2 +192.6 +1-79.8 +1-77.2 +1-74.3 +1-71.3 +1-67.9 +165.1 +1-63.4 +1.61.6 42 42 +901-91.3 +1-84.7 +1.80.7 +177.4 +1-74.3 +1-71.3 +1-68.2 +1-84.7 +1-61.6 +159.8 +1-58.2 44 44 +1-8&3 +t-82.4 +1.78.9 +1-75:4 +1421 +1-68-9 +1.65.6 +1.622 +159.7 +1.57.5 m 46 +1-854 +1-80.8 +1-77.2 +1.73.6 +140.1 +1.66.8 +1-63.5 +1-60.3 +157.7 v 48. +I-827 +1-79.3 +175.6 +1-71.9 +1.68.3 +1-64.9 +1-61.5 +1_58.2 r 50 +1-80.9 +/-T7.5 +1-74.1 +1-70.3 +1-W.7 +1-63.1 +1-59.7 g g 52 +1-79.1 +1-75.6 +1-724 +1-68.8 +1.65.1 +/-615 to N 54 +1.77.4 +1-73.8 +1-70.5 +1-67.3 +163.5 56 56 +1-758 +1-72 +1-68.6 +1-653 58 58 +1-74.2 +1-70.3 +1.66.8 60 60 +1-727 +1-68.7 +1-65 62 62 +141.2 +1-67.1 64 84 +/ 5 66 86 +1-68.3 ` 67 718 57-718 +1.67 7116" LAMINATED GLASS STACK 3116' ANNEALED GLASS USED AT CURVED FRAME MEMBERS ONLY Q i 1-71W O C_ MAX. NOTES: - 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1" FROM THE Th--TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY Fri WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. TABLE 6: EXTERIOR a SG INTERLAYER 6" ANNEALED GLASS 518" GLASS BITE GLASS TYPE 5 �--- LONG SIDE SHORT SIDE tE I 7-- �-+-- LONG SIDE --�-{ SNORT SIDE TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN - 1-1116' NOM. GLASS STACK 7116" LAMINATED GLASS STACK 3/16" TEMPERED GLASS ♦ 3116" ANNEALED GLASS 3/16" ANNEALED GLASS 7116" AIR SPACE USED AT CURVED FRAME MEMBERS ONLY Q 11-7M- O.C. MAX. NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. EXTERIOR a GLASS TYPE 7 -.09V SG INTERLAYER 518' GLASS BITE 1/1 SHORT SIDE IL LONG SIDE Ij _ J SHORT SIDE W > co r 04 Y Window Design Pressure (+/-, psf) for Glass Type 7 o Q • � 0 od••• !a ° i U �•Ice* W Z•• ' •, o Long Side (m) 67-7/8 72 76 80 84 88 92 96 100 104 109-112 30 +9W-130 +9W-130 +9(Y-130 +g01-126 +9W-1226 +901-119.8 +901-118.1 +901-117 +901-1158 +901-1127 +x'409.9 � 32 +9W-130 +91.125.1 +901-118.9 +901-114.8 +9W-111.5 +901-108.1 +901-104.3 +901-1024 +901-102 +901-101.4 +90'-99.7 0 34 +901-123.1 +90'-116.4 +901-111.7 +901-107.5 +9W-103.8 +901-99.7 +9W-95.3 +901-92.1 +901-90.5 +1-90 +1-89.6 36 +901-116 +90'-109.8 +9W-104.8 +9(Y-100.5 +9W-96-6 +90193.3 +/-90 +/-87.3 +1.84.9 +1-823 +1-81.2 38 +901-111.2 +901-104.2 +901-97.9 +9W-94 +90191.1 +1-8&2 +1.84.9 +1-81.9 +179.4 +1-76.4 +1-74.3 40 +901-106.9 +90199.6 +9W-93.4 +9(Y-90.1 +1-872 +1-84 +1-80.5 +1767 +1-73.5 +170.9 +1.69 42 +901-103.2 +901-95.7 +901-91.2 +t 87.4 +154 +180 6 +1.77 +1-731 +169.6 +1-W.9 +1.6&2 44 .+901-99.7 +W-93.1 +199.1 +1-852 +1.81.4 +1-77.8 +174.1 +170.3 +/57.5 +1-63.9 46 +9W_96.5 +g0'-91.3 +1-87.2 +183,2 +1--792 +1-754 +1-71.7 +1-68.1 +155.1 48 +90193 5 +1-89.6 4-854 +1-81.2 +1-77.2 +1-7a3 *1$9.5 +1-65.8 50 +90191_4 +1-87.6 +1-83.7 +1-79.4 +1-75.3 +1-713 +157.5 g 52 +1-894 +1-65.5 +1-81.8 +1-77.7 +1-73.5 +1-65L5 to 54 +1-87.5 +1-83.4 +1-79.6 +1-78 +171.8 56 +1856 +1-81.4 +1-77.5 +1-73.8 58 +1-83.8 +1-79.4 +1.75.4 60 +1-821 +1-77.6 +1-73.5 62 +1-80.4 +1-75.8 64 +1-78.8 +1-74 66 +177.2 ` 67 718 +1-74.9 EXTERIOR a SG INTERLAYER 6" ANNEALED GLASS 518" GLASS BITE GLASS TYPE 5 �--- LONG SIDE SHORT SIDE tE I 7-- �-+-- LONG SIDE --�-{ SNORT SIDE TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN - 1-1116' NOM. GLASS STACK 7116" LAMINATED GLASS STACK 3/16" TEMPERED GLASS ♦ 3116" ANNEALED GLASS 3/16" ANNEALED GLASS 7116" AIR SPACE USED AT CURVED FRAME MEMBERS ONLY Q 11-7M- O.C. MAX. NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. EXTERIOR a GLASS TYPE 7 -.09V SG INTERLAYER 518' GLASS BITE 1/1 SHORT SIDE IL LONG SIDE Ij _ J SHORT SIDE W > co r 04 Y -APB o Q • � 0 od••• !a ° i U �•Ice* W Z•• ' •, o r- 111 •� m �09••°d2 �� •• :`iN e•• : o .., •'�i •� c Z ... co " S7' • • ' � Q • • Z 0 =) co G7 Z 07 W Q cc NN ILLZ O Z Uj LLI U X W aQ LL Q 91M V=a saua UYNN t � QC�� • • �1GENSF '- F� ' No. 58705 71 IS CLI 0STATE F ',,NNN_ 0" A. LYNN MILER, P.E. P.E.1158705 TABLE 7: NOTES: 1) SUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS. SUBTRACT 1' FROM THE TF -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS. FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. 7/16' LAMINATED GLASS STACK 3116" HEAT STRENGTHENED GLASS USED AT CURVED FRAME MEMBERS ONLY 11-718' O.C. MAX. EXTERIOR a GLASS TYPE 6 1-1116' NOM. GLASS STACK 7/16` LAMINATED GLASS STACK "SG INTERLAYER 3116' TEMPERED GLASS 3116' HEAT STRENGTHENED GLASS 3116' HEAT 3116' HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7116" AIR SPACE .09V SG INTERLAYER 1i 5 5" USED AT CURVEDEFCFO GLASS SITE FRAME MEMBERS ONLY 29 5!8' 11-718" O.C. MAX VM GLASS BRE EXTERIOR a GLASS TYPE 8 TABLE DIMENSIONS MAY BE � A ORIENTED VERTICALLY OR O • • .• }� V(3 Window Design Pressure (+l-, psQ for Glass Types 6 & 8 0 Q HORIZONTALLY AS SHOWN. Oil t` W -11 co VS LONG !� jj SIDE — LONG WE l0 Long Side (in) r T •0•� x SHORT ♦ • • • asp•—z 0% 5 67-7/8 72 1 76 80 84 Be 92 96 100 104 109-112 112 116 120 124 128 132 136 140 944 30 +901-130 +901-130 I +901-130 +901-130 +901-130 +901-130 +901430 +401-13D +901-130 +901-130 +901-130 +901-130 +9U1-130 +901-13D +9W-130 +901-130 +901-130 +901-130 +901-'130 +W-130 32 +90/.130 —901-130 1 +901-130 +9W-130 +901-130 +901-130 +901.130 +901-130 +90f -13D +901-130 +901-130 +9W-130 +901-13D +901-13D +901-130 +901-130 +901-130 +90/-130 +901-130 34 +901-130 +901.130 1 +901-130 +901-13D +901-130 +901-13D +901-13D +901-130 +401-130 +901-130+901-13D "�ci +80/.130 +901-130 +901-130 +901-13D +901-13D +901-130 36 +9U- 130 +901-130 1 +901-130 +901-130 +901-130 +901-130 +90/-13D +901-130 +901.13D +901-130 +901-130 +901-130 +901:130 +901.130 +901-130 +901-130 38 +901-130 +901-130 1 +901-130 +901-130 +91M -13D +901-130 +901-130 +901-130 +90t-130 +901-130 +901-130 +901.130 +901-129.2 +901-127.3 40 +901-130 +901-130 1 +901-130 +901-130 +901-130 +90J-130 +901-130 +901-130 +901-130 +90f-126.8 +901-123.2 ' +901.122 42 +901-130 +901-130 1 +901-130 +901-13D +901-130 +901-13D +90/-130 +90Y-129.3 +W-123.2 +W-119.7 +901-116.4 44 +901-130 +901-130 I +901-130 +90/-130 +901-130 +901-130 +901-130 +901-124.5 +901-119.4 +901-115 46 +901-130 +901-130 I +901-13D +900-130 +901-130 +901-130 +9N-126.9 +W-120.5 +901-115.3 48 +901-13D +901-130 1 4901-130 +901-130 +W -13D +W-129.7 +901-123 +9(y-116.5 50 +901-13D +90WI-13D +901-130 +901-130 +901-136 +901-1252 89.41-119. g 52 +901-13D +901-130 +901-130 +90/-130 +901.130 +88.81-123 54 +901-930 +901-130 +901-13D +901-130 +88.81-127.1 58 +901-130 +901-130 +901-130 +89.41-129 58 +901-130 +90/-130 +901-130 60 +9(I-130 +901-13D +89.61-129. 62 +901-13D +901-13D 64 +40- 13D +90%130 66 67-7/8 +901-130 NOTES: 1) SUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS. SUBTRACT 1' FROM THE TF -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS. FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. 7/16' LAMINATED GLASS STACK 3116" HEAT STRENGTHENED GLASS USED AT CURVED FRAME MEMBERS ONLY 11-718' O.C. MAX. EXTERIOR a GLASS TYPE 6 1-1116' NOM. GLASS STACK 7/16` LAMINATED GLASS STACK "SG INTERLAYER 3116' TEMPERED GLASS 3116' HEAT STRENGTHENED GLASS 3116' HEAT 3116' HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7116" AIR SPACE .09V SG INTERLAYER 1i 5 5" USED AT CURVEDEFCFO GLASS SITE FRAME MEMBERS ONLY 29 5!8' 11-718" O.C. MAX VM GLASS BRE EXTERIOR a GLASS TYPE 8 T f --•— LONG SIDE —+-} SHORT SIDE LONG SIDE SHORT SIDE uj > TABLE DIMENSIONS MAY BE � A ORIENTED VERTICALLY OR O • • .• }� V(3 r 0 Q HORIZONTALLY AS SHOWN. Oil t` W -11 co VS LONG !� jj SIDE — LONG WE l0 r T •0•� x SHORT ♦ • • • asp•—z 0% 5 SIDE�' :�l •• O sHORr N -L- tco sIDE T f --•— LONG SIDE —+-} SHORT SIDE LONG SIDE SHORT SIDE uj > M e- a � A CO O • • .• }� V(3 r 0 Q aiflQ Oil t` W -11 co VS Z !� •tiffs N J 6204- tp U.. m _3��■ l0 r T •0•� x LLl o ♦ • • • asp•—z 0% 5 OVN •• O J s N :•� d Z �' tco tL • ••� U) ti j0 Z � N jr- O U) Z IL a z_ z NN >, U 0 x coW ad IL 0 aJtIL "�ci . `WWW1t tJ/!// .. LYNN �7�` ,%cENSF ;P ' No.58705 -a eA,'K SW- cr o •- STAT tSF • <C/ IJIJJtt111", A. LYNN MILLER, P.E. P.E.# 58705 INSTALLATION TYPE A 2X WOOD BUCKSTRIP '� Min. Eege Distance \j \--EMBEDMENT AND EDGE -� EDGE OR FRAMING, SEE 3116' INSTALLATION INSTALLATION Aluminum, 6063-T5 min. 3W 0.463' ' 12* DISTANCE NOTE 2, THIS SHEET •a TYPE C TYPE B USED AT CURVED EMBEDMENT 9/16* 1318' FRAME MEMBERS ONLY ' ' •6 -. EXTERIOR EMBEDMENT 1X WOOD BUCKSTRIP, • , 11 14/4' REQUIREMENT WINDOW BUCK WIDTH - 2-314" 1T U4 Steel Utmcon 114" MAX SEE NOTE 2. THIS SHEET .' a Concrete (min. 2.85 ksi) 2-112' 1.318' TIP -TO -TIP WINDOW WIDTH —� EMBEDMENT 114" MAX SH—�rri-T� j-- : SHIM TYP. ANCHOR TYPE. EA DNISiffAND 1-114' •.{.'.-: ,4`. EDGE 12' EDGE DISTANCE PER SUBSTRATE, DISTANCE -- EDGE S SEE TABLE 8, THIS SHEET DISTANCE ♦ .' tr, lJ4' MAX j 1 SHIM i �_ WINDOW EXTERIOR BUCK HEIGHT TIP -TO -Tip WINDOW HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 2 -314' EMBEDMENT •, ,' INSTALLATION �+--- EDGE TYPE B DISTANCE TYP. ANCHOR TYPE, '� Min. Eege Distance \j \--EMBEDMENT AND EDGE -� P.T. Southern Pine (SG=0.35) 3116' DISTANCE PER SUBSTRATE, • . Aluminum, 6063-T5 min. 3W 0.463' ' 12* SEE TABLE 8. THIS SHEET •a Steel Stud, Gr. 33 min. 3i8- 0.045. 16 Ga - IT USED AT CURVED P.T. Southern Pine (SG -0.55) 9/16* 1318' FRAME MEMBERS ONLY ' ' •6 -. EXTERIOR Steel Stud. Gr. 33 min. 3f8' 0.045' (18 Ga) . ig 11-7/8' O.C. MAX CONCRETEJCMUR PER ANCHOR 4 V VISIBLE LIGHT WIDTH 11 14/4' REQUIREMENT WINDOW BUCK WIDTH - 2-314" 1T U4 Steel Utmcon Con-ete (min. 2.85 ksi) WINDOW BUCK WIDTH 13X4' 12- Concrete (min. 2.85 ksi) 2-112' 1.318' TIP -TO -TIP WINDOW WIDTH Unilrouted CMU, (ASTM C-90) 2-12' 1-114' 114" MAX SH—�rri-T� j-- HORIZONTAL SECTION A' #12 STEEL SELF -DRILLING SMS (G5). SEE TABLE 8, THIS SHEET INSTALLATION METHOD D INSTALLATION ANCHOR UNDERNEATH THE BEADINGEXTEERRIIOR MIAMI -DARE APPROVED MULLION (SEE SEPERATE NOA). ALUMINUM. STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 8.THIS SHEET �1/4" MAX SHIM 1X WOOD SUCKSTRIP, SEE NOTE 2, THIS SHEET CONCRETE PER • ` • - ANCHOR ♦' REQUIREMENT �a a. VERTICAL SECTION B -B INSTALLATION NOTES: TABLE 8: CONCRETEJCMU PER ANCHOR REQUIREMENT Anchor Substrate Min. Eege Distance Min. Embedment Max O.C. Spacing #12 or #14 410 SS Screw P.T. Southern Pine (SG=0.35) 3116' 1 8' 12' Aluminum, 6063-T5 min. 3W 0.463' ' 12* A36 Steel 318' 0.063' ' 12' Steel Stud, Gr. 33 min. 3i8- 0.045. 16 Ga - IT P12 at #14 Steel Screw (G5) P.T. Southern Pine (SG -0.55) 9/16* 1318' 12- Alurnkwm, 6063-T5 min. 3X8' 0.063' . A36 Steel 3f8' 0.063* * 12' 12' Steel Stud. Gr. 33 min. 3f8' 0.045' (18 Ga) . IT 714' 410 SS CreteFlex Ungrouted CMU, (ASTM C-90) 2-112' 14/4' 12' Conrxete (min. 3.35 ksi) 1' 1.3X4 1T U4 Steel Utmcon Con-ete (min. 2.85 ksi) 1' 13X4' 12- Concrete (min. 2.85 ksi) 2-112' 1.318' IT Unilrouted CMU, (ASTM C-90) 2-12' 1-114' 12' Grouted CMU. (ASTM Cao) 2-112' 13X4' 1T 5116' Steel Ultracon Concrete (min• 3.5 kai) 1-114' 1314 12* Grouted CMU, ASTM C90 2-112' 1-314' 12' ' MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS -1X', ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-112'. 1X WOOD BUCKS ARE TYP. ANCHOR TYPE, EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS -2X- ARE 1-IJ2' THICK OR GREATER. AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING SUBSTRATE. SEE TABLE 8, THIS SHEET JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. a • • .000.0 v • •• • • •• 0 •• •0000• m v - (0 V} to Z W 0 5 (D z O Q z O d z_ w x ti z O J F¢- z W 0 z LL 0 LL 0 m P z LYNN 4114 JCEiVSF�fC�F'Q,'%� * 13o.58705 . t7rl 11j:F:=� ,•LORIO / SI ONAL0 A. LYNN MILLER P.E. P.E.# 58705 EDGE DISTANCE INSTALLATION TYPE E a WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 2314' EMBEDMENT - a INSTALLATION TYPE F �+--- EDGE DISTANCE —� 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET I�EMBEDMENT ,114' MAX 1 2 I SHIM INSTALLATION INSTALLATION TYPE G TYPE F EMBEDMENT 1X WOODBUCKSTRIP, EMBEDMENT SEE NOTE 2, THIS SHEET - . = • " 114' MAX , —'� SHIM TYP. ANCHOR TYPE, EMBEDMENT AND _. EDGE DISTANCE PER SUBSTRATE, EDGE EDGE ` ` * 6 SEE TABLE 9. THIS SHEET . ` DISTANCE DISTANCE f ' TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9, THIS SHEET USED AT CURVED i FRAME MEMBERS ONLY 0 11-718' O.C. MAX. 114" MAX. SHIM #12 STEEL SELF -DRILLING SMS (G5). SEE TABLE 9, THIS SHEET INSTALLATION TYPE H '- 11 EXTERIOR 4 11 5 CONCRETFJCMU +� VISIBLE LIGHT WIDTH = WINDOW BUCK WIDTH - 2.314 ` PER ANCHOR REQUIREMENT WINDOW BUCK WIDTH CONCRETMMU PER ANCHOR HORIZONTAL SECTION C -C REQUIREMENT EXTERIOR MIAMI -DARE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE %THIS SHEET �1/4' MAX SHIM TSX WOOD BUCKSTRIP, SEE NOTE 2. THIS SHEET CONCRETE PER ANCHOR •.. s . _ REQUIREMENT VERTICAL SECTION D -D TYP. ANCHOR TYPE. EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9, THIS SHEET TABLE 9: Anchor * Substrate Min. Edge Distance Min. Embedment Max O.C. Spacing #12 or #14 410 SS Screw P.T. Southern Pine (SG -0.55) 9/16` 1-318' 12' Aluminum, 6063-T5 mht. 318' 0.083' ' 2' A36 Steel 3f8' 0.063' - 12, Steel Stud, Gr. 33 ada. 318' 0.045 18 Ga ' 12' #12 or #14 Steel Screw (G5) P.T. Southern Pine (SG=0.55) 9116' 11318' 12' Aluminum, 6063-T5 min. 318' 0.067, 12' A36 Steel 3f8' 0.083' ' 12, Steel Stud, Gr. 33 min. 318' 0.045' (18 Go)' it 114. 410 SS CreteFlex Ungmuled CMU, (ASTM C-90) 2-112' 1414 it Concrete (rain- 3.35 ksl) 1' 1314- 12* 114' Steel Uliracon Concrete (min. 2.85 ksQ 1' 1314 tr Concrete � 2.85 ksi) 2-112' 1318' 1r Ungrouted CMU, (ASTM C-00) 2 -VT 1-114 12' Grouted CMU, ASTM C-90) 2-112' 1 V4' 1r 5116' Steel Ultracon Concrete (min. 3.5 ksi) 1-114 1314' 12 - Grouted CMU, ASTM C-90 2-1f2 I 1314' r 1 12 - ` MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. INSTALLATION NOTES: 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "IX'. ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-112".1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS'2X ARE 1-112' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOAAPPLIES TO WHOLE SYSTEM. •• 0000 •_ • • •yq 0000 v- 00 r 0000•• ;• . 0000•• O Cq • . 40D0.0: w .� O O z •• • •• 0000•• •• 0000 •_ • • •yq 0000 v- 00 r fY • • 00 • 8 00 40• O Cq a;ap . 40D0.0: w .� O O z z mnr 6 v tis• a o X nx �StO Luz OM 00 I-- UJca p o t�-> p0 v z i'-znza' g z O O Q � 0 i� 9 CO z _j ;nays N � UI Oz z ZZ W a1oS N Uj > W Q =U' CC -4 I --co X 0.0. LL til Owl •xs0 29a5 LYNN �1-ENSF * No. 58705 �•'•- STAT I A. LYNN MILLER, P.E. P.E.# 58705 TYP. ANCHOR TYPE, INSTALLATION INSTALLATION TYPE J TYPE K 2X WOOD BUCKSTRIP EMBEDMENT AND EDGE EMBEDMENT OR FRAMING. SEE DISTANCE PER SUBSTRATE, NOTE 2. THIS SHEET SEE TABLE 10, THIS SHEET INSTALLATION TYPE 4 EXTERIOR a WINDOW SUCK HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 2 -3/4" INSTALLATION TYPE J USED AT CURVED FRAME MEMBERS ONLY @ 11-7iW O.C. MAX. �-- EMBEDMENT EDGE EDGE DISTANCE DISTANCE 1/4' MAX SHIM EMBEDMENT 114' MAX. SHIM INSTALLATION TYPE L t#10 STEEL SELF -DRILLING SMS (G5). SEE TABLE 10, THIS SHEET 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2. THIS SHEET /4' MAX SHIM EDGE DISTANCE I 1W MAX SHIM 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2. THIS SHEET MIAMI -DARE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES. TABLE 10,THM SHEET TYP. ANCHOR TYPE. EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE 10, THIS SHEET VERTICAL SECTION F -F INSTALLATION NOTES: EDGE DISTANCE --► 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE. EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET EMBEDMENT EXTERIOR VISIBLE LIGHT WIDTH = WINDOW BUCK WIDTH - 2.314" WINDOW BUCK WIDTH HORIZONTAL SECTION E -E TART F IA - MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS'IX', ARE BUCKS WHOSE TOTAL THICIWESS IS LESS THAN 1-112'. 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS —,DC' ARE 1-1/Y TACK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. .I • • M Min. Edge Max. O.C. Anchor Substrate a 00..00 Q'• S- � Distance spacIm 2-11T x .113" Box Nall P.T. Southern Pine x.55 5115' S" 2-112" x .131" Common Nail P.T. Southern Pine SG=0.55 318' S 2-112" x.146' Rooling Nall P.T. Southern Pine SG=0.55 3M" 5' .x+0JU P.T. Southern Pine x.55 112' 51 1110 x 1" Steel Screw 0.083" Atumtnum, 6063-T5 min. 611V S' 1116" A36 Steel 5115' S" 0.045' 18 Ga Steel Stud. Gr. 33 5116" 1 5" MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS'IX', ARE BUCKS WHOSE TOTAL THICIWESS IS LESS THAN 1-112'. 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS —,DC' ARE 1-1/Y TACK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. .I • • •• 0000 M •LLi '.• Ili • • • • r- a 00..00 Q'• S- � a 0 A etgp �.. • "®• •j rn • is UJ Z ,� n Z Ll. (N 9 m .x+0JU 0 Ur •..... •• 0000 M •LLi '.• Ili • • • • r- �• Q'• S- � a 0 A etgp �.. • "®• •j rn • is UJ Z ,� n Z Ll. (N 9 m .x+0JU 0 Ur .1E V Lu Z O O0 F- m O 3 C9 -ON leo o �> Op a Z �z az 0 o Q Orn ® N its o 3 O Q s- Z QZ J 010-')S 00 LL Q 0 tt Lu 0 Cf) Z NC4 o o X Z -L p 0. < : E OWL -js*Q `\-0\.I LYNN U��',rrri 58705 13 O� •. STA E bF : • _�` •. FLOR10�'• ' �� A. LYNN MILLER, P.E. RES 58705 INSTALLATION TYPE M� FOR THIS INSTALLATION METHOD ONLY, ANCHOkS MAY BE NO • MORE THAN 6" O.C. 4 EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 2-3W INSTALLATION TYPE N 2X WOOD BUCKSTRIP EDGE OR FRAMING. SEE DISTANCE NOTE 2, THIS SHEET EMBEDMENT L114' MAX SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11, THIS SHEET USED AT CURVED FRAME MEMBERS ONLY 01 i-7/8' O.C. MAX. EDGE DISTANCE CONCRETEICMU PER ANCHOR REQUIREMENT 114' MAX. SHIM INSTALLATION TYPE O #12 STEEL SELF -DRILLING SMS (GS), SEE TABLE 10, THIS SHEET INSTALLATION TYPE N 1X WOOD BUCKSTRIP, SEE 2X WOOD BUCKSTRIP NOTE 2, THIS SKEET OR FRAMING. SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11. THIS SHEET TYP.ANCHOR TYPE, INSTALLATION TYPE M EXTERIOR FOR THIS INSTALLATION EMBEDMENT METHOD ONLY, - 1/4' MAX SHIM ANCHORS MAY BE NO •MORE THAN 6' O.C. EDGE DISTANCE CONCRETEICMU PER ANCHOR REQUIREMENT 114' MAX. SHIM INSTALLATION TYPE O #12 STEEL SELF -DRILLING SMS (GS), SEE TABLE 10, THIS SHEET INSTALLATION TYPE N 1X WOOD BUCKSTRIP, SEE 2X WOOD BUCKSTRIP NOTE 2, THIS SKEET OR FRAMING. SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11. THIS SHEET TYP.ANCHOR TYPE, T EXTERIOR EMBEDMENT EDGE Max. O.C. Max. pacing T DISTANCE PER SUBSTRATE, ,vl, SEE TABLE 11, THIS SHEET 6' 114' MAX SHIM MIAMI -RADE APPROVED MULLION PER ANCHOR 6' (SEE SEPERATE NOA), ALUMINUM, 6' #12 or #14 Steel Screw (G5) STEEL FRAMING OR STEEL STUD. 9115' SEE SUBSTRATE PROPERTIES, 6' TABLE i 1,THiS SHEET IX WOOD BUCKSTRIP, SEE NOTE 2. THIS SHEET A36 Steel 318' 0.063' EDGE DISTANCE VERTICAL SECTION H -H VISIBLE LIGHT WIDTH = IILV 5 WINDOW BUCK WIDTH - 2-314" WINDOW BUCK WIDTH HORIZONTAL SECTION G -G TABLE 11: EMBEDMENT �`. T ' • EDGE Max. O.C. Max. pacing DISTANCE P.T. Souther Pine G=0755 9116' ' 6' CONCRETE/CMU 6" PER ANCHOR 6' REQUIREMENT 6' M Anchor Substrate Mia Edge Distance Min Embedment Max. O.C. Max. pacing #12 or#14 410 SS Screw P.T. Souther Pine G=0755 9116' 1-318' 6' Aluminum 8063-75 min 31r8' 0.063 ' 6" A36 Steel 318' 0.063 ' 6' Steel Stud, Gr. 33 min. 318- 0.045' 18 Ga • 6' #12 or #14 Steel Screw (G5) P.T. Southern Pine G=0.55 9115' I- I8' 6' Aluminum. 6063.75 min. 318' 0.063" 6' A36 Steel 318' 0.063' 6" Steel Stud. Gr. 33 min. 318' 0.045' 18 Ga • 6" 114' 410 SS CreteFiex ed CMU, ASTM C-90 2-112' 1-114' 12' Concrete (rain. 3.35 kai) 1" 1-314' 12' 114' Steel Ultracon Concrete min. 2.85 ksQ 1' WV4" 12' Concrete In. 2.85 ksl 2-112' I -W 12' Ungrouted CMU, ASTM CJO 2412' 1414' . 12' Grouted CMU STM C-90 2-112' 1-3w 12' &16' Steel Ul racon Concrete min. 3.5 ksi 1-114' 1.314' 12' Grouted CMU, C-9 TM 0 2-V2" 1.314" 12' MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE INSTALLATION NOTES: 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS_ 2. WOOD BUCKS DEPICTED ON THIS SHEET AS'iX"•, ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-W. 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS -2X ARE 1 -VT THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. I 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE. LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. d• • 0000•• • • 00 000.00 0000 1iti11111/1//` 1-YNfy ' No. 58705 ��••' STATE OF sSNAL ZOjE,,, . A. LY4 kI.ER, P.E. P.E.# 58705 0. to .00 I" t� z �> VC1,2E rt-�Cn"�t! M.i OCA 03 Q Op O_z • (0 d s w eloQ w o 0 Z 0 J Q j z Q �a z Q aw o Q � IWX6 go Fo' jE t- z Q O o >Z > Llz x � Z gimes N N as LL. LL afW -*Sao saua 1iti11111/1//` 1-YNfy ' No. 58705 ��••' STATE OF sSNAL ZOjE,,, . A. LY4 kI.ER, P.E. P.E.# 58705 ASSEMBLY DETAILS FOR FLANGE & EQUAL -LEG FRAMES 90' CORNER FRAME ASSEMBLY ALL CORNERS TO i USE GASKET 1 ANDIOR SEALANT 11 � I / I / / ' I EQUAL -LEG FRAME FLANGE FRAME 30 TABLE 12: ANGLEDICURVED FRAME ASSEMBLY ASSEMBLY DETAILS FOR FIN FRAMES 90'CORNER FRAME ASSEMBLY EQUAL -LEG FRAME FLANGE FRAME MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS Item #/ PGT Part Description Material 1 4253C Flanged From - Alum. 6063•T5 2 4285 Equal -leg Frame Alum. 6063-T5 3 4256 integral Fin Frame Alum. 6063-T5 4 4255 7116" Lami. Glass Beading Alum. 6063-T6 5 4254 I.G. Glass Beacling Alum 6063-T6 611 4270 installation Fastener Corer Alum. 6063-75 6b 4224 Installation Fastener Carer Rigid PVC 10 70589C Gasket (at 90" comer joints) Polyethylene 11 TP24718 Vinyl Bulb Weathersitip Flex PVC, Duro. 65 +/-1 13 Dow 899, GE 7700 Silicone or Equiv. V 20 71652K Setting Block, Mono. 3/16" x 7116"x 4" Neoprene, Duro. 85 +/-1 21 71704AK Setting Block, I.G. 3115' x 1-132" x V Neoprene, Duro. 85 +/-1 22 OURAK716 7/15' DuraSeal Spacer ort 29 In 0 #6 x 1414" FH SMS Stainless Steel 30 781PDX #8 x V Quad PH SMS Stainless Steel 2.784 .094• -.__t -i 1- -- .074' '062' 1.875' � .062 .438' 1.�0• FLANGE FRAME #42530, 6063-T5 .875' 7116' LAMI GLASS BEADING #4255, 6063-T5 DICURVED ASSEMBLY )R (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS .094' 2.7W i.., .074'062` 1.375" 500' .436' T--� 1 .0w— EQUAL-LEG FRAME #4285, 6063-T5 i� t..--- -346' .875 T--t -s- .050' I.G. GLASS 5 BEADING #4254, 6063-T5 2.784' .094' —►I L. *.074�-062'1.375' .5�' O3 FIN FRAME #4256,6063-T5 1.037' I� .050' INSTALLATION sa FASTENER COVER #4270, 6063-T5 ozg( t.YNN QoGENSF No.58705 cc O STAT` F PLORIOP IONAL .� A. LYNN MILLER, P.E. PJE.# 58705 LY11 1 • • • � O • 07 et7 ti • in • • O a l0 V) ••i N LLJ �• O cd o u� tL o i co Z• J Z Ld 017 LUT- V tU 02 o -3 ort I-- In 0 O w opo 40 a> °O o W �z D_z .1 o 0 Q Z o Q WEE c� co 07 'v) O f2 O j z C3 cr-al—s tL IR _Z tr yj w � cq x O �a LL m ODU sauas ozg( t.YNN QoGENSF No.58705 cc O STAT` F PLORIOP IONAL .� A. LYNN MILLER, P.E. PJE.# 58705 C 0 9 2014 SUITABLE FOR ALL LOCATIONS REQUIRING 9 C. NON -IMPACT OR LARGE AND SMALL GENERAL NOTES:9 , MISSILE IMPACT -RESISTANT PRODUCTS JR 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REOUIRED FOR THE e e FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE GENERAL NOTES. 1 19- o EVALUATED BY AN EXPERIENCED INSTALLER .FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BLOCKS IF USED. INSTRucnONs�______ _ __ 1 CATIONS_.— i �� 0 FIGURE 1: MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. WILL TO 2X WOOO 2 0 ° w MULTIPLE OPENING v1DTH I'M VERTICAL IdULL ARCHES TO BE MULL TO 1X & MASONRY. 2 ,Lox O MULLIONSl -1 SEE DUALS NG 2) THE TYPE AND NUMBER OF ANCHORS 133 CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNIT& MULLIONS INSTALLATION NOTES SHAPE 2 G' f A D.G t � HAVE BEEN TESTED AS -FREE-FLOATING! AND DO NOT NEED TO ATT -Aa -IED DIRECTLY ATIED TO THE MULLION CLIPS, BUT SHALL M 70 MASONRY-- 3 SHEETS 23 C14CO STUD 3 NOT HAVE A GAP OF MORE THAN V4" FROMd! THE CUP. A#ULT r 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED ALTOMTATE CLff IS—. 4 Z i /� ��; ♦ DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180. THE 113 STRESS INCREASE WAS NOT USED SAY KILL INSTALLATION_____ 4 0 IN THIS ANCHOR EVALUATION_ THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS_ 1 X 2 X A25 MULL SPECS-5 � 1 X 2 X .376 MULL SPECS ._.8 4) PROPER SEAUNG OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X 215 X 315 lAllli SPECS _ — . T i 1 X 2:75 X .65 MLALSPBCS 8 " SEE!?ETAflS ! INSTRUCTIONS. II.I o ATHRU G; i r Li 1 X 3.125 X 500 MULL SPECS�9 C3 SHEETS 2-3 — _ f 1 1 _ SEE DETAILS i X 4 X .125 haxx" SPEG� �.._..10 M ! _ _ ATHRU G: 5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURESAND 1 X 4 x .375 MULL SPECS -_____1t }` (o ! SHEETS 2-3 ANCHORAGE FOR THE COMMON MULLION. SFE EXAMPLES ON THIS SHEET AND SHEET 21. FOR MULTIPLE UNITS, CONSIDER 125 X 3188 x 2S5 I+AIA i SPECS -.12 ..12 • ate+ .7 ! fill, ! ONLY TWO ADJACENT UNITS AT A TIM WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN 2 X 4 X 25 MULL SPECS_._ _ . •I� � 694:0 1 VERT. OPENING PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 2 X 6x35 MULL SPECS S! 14 • Z m 1 fiviLL FOR 128 X 211 X.125 MULL SY�CSj.0-49 •IE • LENGTH 30' X 325 BAY ASL SPECS ^• 16 HORIZONTAL 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO T # E NEXT SIZE SHOWN ON THE TABLE(S). 45' X 325 SAY t�81 SPEGS"• V � Z • _SEE DETAILLLLL m6(ALION d. CLIP DNSC01U6► s sf8 • • / SHEET 3 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL SE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MIST E 1 S • • u BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE COATED OR CORROSION RESISTANT LOADNG ncA>I[PLEs � • • • ASA APPR-TIONOPRIATE TE FOR SUBSTRATE R.'AATERIA.L. IASSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO.PREVF�iT • • • • • • • 9 , s � • FENESTRATION :00:0: I o • PRODUCTS MAY 8) REFERENCE TEST REPORTS: F7L-6443; El -CO ULTRACONdAGGRE-GATOR-NOWS; ANSI/AFEPA NDS FOR WOOD CONSTRUCTION; : : • W UJ • • � ANY 7YPE. UJ pAVST BE ADM -ALUMINUM DESIGN MANUAL • • • LIJ MANUFACTURED • • • ' Z CO -H i i I _ f31r P6T 9) MULLIONS AND CUPS HAVE BEEN DESIGNF.-! - A TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING • • • � •� � O • ! CODE, AND ARE APPROVED FOR IMPACT . �` D I ii -W APACT APPLICATIONS. MILLIONS ARE ONLY TO BE USED WITH ' •� Z �(0 1SEEDE7AfLs PGT -APPROVED FENESTRATION PRODUC -,v H&"P IG CURRENT APPROVALS. _� b m HORIZONTAL LSHEETS 23 10) MULLIONSARE IN COIMPUANCEFOR Ute: 1 ; r� t; tiZ Nm LENGTH HORCMNTP& FAJLL INSTRUCTIONS: LENGTH 1) DETERMINE THE DESIGN PRES::ljR _ PEaUIREMEENT "SIM FOR THE OPENING MING THE ASCE-7 STANDARD. 2) CHOOSE A MULLION TYPE THAT i' ILL i4f THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 3) REFER TO SHEET 22 TO DETERAillu�- IF THE WIND LOADING IS -RECTANGULAR" OR "TRIANGULARITRAPEZOIDAL7. ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: ') LENGTH r 1 OP00,FG HEIGHT SINGLE MULLION SINGLE MULLION SEE CORRESPONDING DETAILS FROM FIGURE 1 ABOVE. _ I ! t- r � � en•a [t► IIS OPENNG WIDTH FOR VERTICAL MULL OPEN NG WIDTH FOR VERTICAL MUU MULTIPLE MULLIONS 4) FIND THE CHOSEN M LLIOWS A ;i.z:fiy C,APACt"TY (LBSIFT�l FROM TABLES IA THROUGH 13.6, ON SHEETS 5 THROUGH 17 PRODUCT' RESPECTIVELY, USING THE MULLKAN TTS, LEiNGI T -I AND OH'ENING WIDTH OR HEIGHT "31ENDING E THE MtILiiOH IS SPANNING ffiyvyZ w9h VERTICALLY OR HORIZONTALLY). THE:: MULLION CAPACITY (LBSIM OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE 130& de REQLIEREMENT (LBS/FT') FOR THE = p p'!k-G GSTAINED IN STEP 1)L Dxse Otl 5) FROM THE SAME TABLE USED N4 STEP 4) ABOVE. FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LBS}. THIS BpI fob VALUE REPRESENTS THE WIIDLG. L TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL Tviian ProductPrict CAV MULUON CAPACITY. jam,i 11 ! f H [ N\ 6) FROM THE ANCHOR CAPACTTY It , ,i i ABLE= ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION (MULTIPLE `�N a1 LYNN _ A41Z ANC:HORISUBSTRATFIANCHOR-C.1-;fl,'Al rERTN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND V�21FY THAT THE REQUIRED `��0 - \GE�ySS ANCHOR CAPACITY IS MET. ��.. • • }c Q :' 705 7) IF THE MULLION CAPAC17 Y "Wii_`)) OBTAIINED IN T; -IE T ABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LBSTP) FOR THE OPENING, YOU MAY USE -ANCHOR CAP.AdITY ADJUSTMENT FORMULA TO OBTAIN THE LOWER ANCHOR CAPACITY _ �/I.► (� - REQUIRED. WITH THIS VALUE: A L(AI£.: ANC7HOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE _ � ) WE 8) VERIFY THE DESIGN PRESSURE PA -"NG (LBSIM FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WTTH THE FINAL MULLION CAPACITY (LBSiFT'� OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE ��• ?� �� MULLED FENESFLORt� TRATfON PRODUCT ASSEMBLY. r ,�� F S/Oi�f . � 9) HIGHLIGHT OPTION USED AND 1ABL.E VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. / � %%" A_ LY*A iIIIL {3, P.E. FL P.E.# 58705 DETAIL A: MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CUP SHOWN) ErniERTR STANnAM Ojq 4 CLIP MAY 13E INWALLED BY THGS..T. Z. .FRONT VIEW . 0702 - 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 PND. EITHER THE STANDARD OR INTERIOR CUP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HO&EAD OR FLATHEAD_ 4)WOOD BUCKS ARE OPT"dAL. SEE DETAIL. C. SHEET 3. 5) FOR MASONRY APPLICATIONS IN MMMI—DADE COUNTY. USE ONLY MM"ADE COUNTY APPROVED ELCO ULTRACON OR ELCO 1/4"S.S. AGGREGATOR MASONRY ANCHORS. I DETAIL B: MULLION ATTACHED TO IX WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) SEE SHEETS W20FORHOLE -.4 LOCATIONS A .4 A W -M PAP LION BUCKS7RfP TYP.ANCHOR AM PER SUBSTRATE, kTrACHMENT SEE SEE TABLES 18-100 BY OTHERS. SIDE VIEW 0 SEE NOTE 1, C-4 SHEET 1. STANIWW OR V OFFSET MIJLL V4 CLPMAYOE z INSTALLM BY MIN 2-7 0 TMMETHOD. • 00 E1)GE DWANCE, _j SEE SEE TABLES EDGE DISTANCE 18-108 A FOR MASONRY . "r ANCHORS -� a SIDE VIEW • EITHER THE STANIWW OR OFFSET MIJLL CLPMAYOE INSTALLM BY W•• TMMETHOD. • 00 0000 ee 00 0 :00:0: w 00 6.00 o 0 a 4 0 0 TYP. ANCHOR /—PER SuBs1m7F_ SEE TAERI-S I8-108 AND NOTE 1. SHEET 1. MIN 2-7 K9 CONCRETE OR CWJ FRONT VIEW PRoDucrREVLSHD as con yivg wkb to lmmdkb Bad Code Aa=ranm NA - QIft BY Daae Pgodad 58705 0 rA EOF P1_OR1OI"*-"' .......... A. LYUA WAR, P.E. FL P.E-# 58705 DETAIL C. MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CUP SHOWN) INSTALLATION NOTES: TW.ANCHOR PER SUBSTRATE. SEE TABLES 18-M t _ • ' •_ r. '� EDGE DISTANCE SEE TABLES MW 2.7 KSI CONCRETE OR CMU 18-108 SIDE VIEW 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A -D, EITHER THE STANDARD OR INTERIOR CLI' MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HE)(HEAD OR FLATHEAD_ 4) WOOD BECKS ARE OPTIONAL, SEE DETAIL C. SHEET 3. 5) FOR MASONRY APPLICATIONS IN MIAMI -DADS COUNTY. USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 1W S.S. AGGREGATOR MASONRY ANCHORS. FRONT VIEW DETAIL E: MULLION TO MULLION INTERSECTION NOTES: (U -CLIP) 1) MAY BE INSTALLED IN 'TEE' OR'CROSS` INTERSECTIONS. vARIEs 2) MAYBE INSTALLED HORIZONTALLY(SHOWN) OR VERTICALLY. -L-9— -- --- -- - ------ - - 3) SEE Ii t:LiPflRAWtNGS, SHEETS 18-20 TOP VIEW FOR CORRESPONDING MULLION. WON YARIES�-I \\ #12 STEEL SCREWS, \ \ SSG OR PRE -DRILL \�uuLUON AND USE SMS \ \ \ \ • GG//\\TEIVVVR • • FRONT VIEW SEE SHEETS 18-20 FO HOLE LOCJ D06 EDGE DISTANCE SEE TABLES 15-10B DETAIL D: MULUON ATTACHED TO STEEL STUD (STANDARD CUP SHOWN) TVP.ANCHCR PER SUBSTRATE. SEE TABLES 1D-108 FOR STEEL STUDS THNNER THAN ND 10 GA ACOMPLIAW WITH THE R- BURDM CODE, A 2X WOOD BACKER MUST USED. ATTACHMENT BY OTHERS. USE WOOD ANCHOR SPECS NOTES: 1) FOR 2X WOOD -SACKED STEEL STUDS, WOOD ANCHOR VALUES MAY BE USED. 2) SEE CORRESPONDING MULLION TABLES, SHEETS 5-17, FOR QUANTITY OF SCREWS. [3] SIDE VIEW SIDE VIEW EDGE DISTANCE SEE TABLES 1B -10B . . PRODUCT REVISED as complying with 8se FIS Bmmfi3g Colo >) BY 2& Prcdw ��lllfitTt)�/ `\% Or1 ..........�C 'rr �� .• ��GENS� 'Q * ryo.58705 -o - Lu 3F �; ��O'• SATE Pt ORXD S1QNN- A. LYNNIiN�LLEK P.E- FL P.E.# 58705 DETAIL F: FIELD -MODIFIED MULLION CLIP (F -CLIP) SEE DETAILS A-E. \ �SHEETS 2 AND 3 FOR INSTALLATION X TO SPECM SUBSTRATES. [see;.,a • ti INTO WOOD, STEEL ALUK CMU OR lAASCN82Y ExrauOF SIDE VIEW SHOWN WnH I -X 4'X.12r MULLION SEE TABLES 15-108 STANDARD CLIP TO BE NOTES FOR INSTALLATION OPTIONS R 1) DETAIL IS NOT APPLICABLE FOR THE BAY.OR 126 X 2.11" X.125- MULLION. 2) SEE TABLES 113-10B FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. 3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. DETAIL G_ DETAIL H: ANGLE MUWON CLIP BAY MULLION INSTALLATION (ANGLE CLIP) (ANGLE CLIP) TYP. ANC iOR PER SUBSTRATE, SEE TABLES 18-116 . ANGLE CLIP. r-2 PER MULLION END. MUST BE INSTALLED INSIDE OF M LL OR 45' bil1l. O O O TOP VIEW • TMANCHOR • • • • • • • PER SUBSTRATE. • • • • i • _ ' V m • SEE TABLES 128 OR 135 EXTERIOR • .. • • • m •L L 2' X s ANGLE CLIP. • • • • Z Z • • 2 PER MBtLLION END. MST BE* • • • • • • 0 BZSTAIM 1N5 OF BAY i i • • • • • • }- ? CO j 215 • • • •InQco •� • • NOTES FOR INSTALLATION OPTION G & It 1) USE 2 ANGLE CUPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION. 2) DETAIL G: SEE TABLES 113-11 B FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. 3) DETAIL H: SEE TABLES 126 OR 13B FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. L �0%%lltlL41.1-11 i �c t4o.58705 �4ij� A. LYNU MILLER. P.E. FL P.E.# 58705 TABLE 1A TARI F 1R Mill= Anchor Capacity Table (Ibs) IIIMIIISon Capacity Table Z7k Concrete &M Cahn • tt Am CMU •W FYled CMU P; Vsood ifl" Anc1w Cip Patterns Aadmr 3fi8• Elco tf mon 114- Eco USmcon &W Elco U bscon 3/18- Elco UYracoss 1l4' 8cc tAlracon W SS 8co 5116' Elco A9 or Ut-- 1f4' SS Elco AW*C tw #10 Steel Stil 2 Steel 812 Ste Screw (05j S- (GS) Screw(C_1 edgeDwerace r 2-11L 9- z-1rr 3-118' Opening Width (for verScaly-spanning nuAiions) or opening Height (forbrborda&I-epanning mtillons) avr 1- 2AIT r 3-116• r 0.48- 0.54' Q.3241 Embedumt (In 1-W- 1-:U4• 1-14- 1-3W T 1-114' 1-9x4' 1-tf4' I_lw 1- i4- 1-U4' r 1-318- . I -W (tee note 4) 2 Andrea Q 4.76' NSa QC. / StMdWd or Oftst CSP 049.1 60 b 390 bs 450 Ibe win 1644 The 270 tba 70M 354 IW 7409)s 80 in 664 be 90 in 32$ tis 4201b3 100 in 4 Andorra Q 1.16- A&L O.C,1 Sbwmhmd (or OSset) Clp {F19 40D lbs 120 In POA WA win NIA 38D !b3 160 in WA 1 x2 x .125 RectergWer Losam WA Tap7don9, Loodk 9 RecfarguW Loading 1120 ba TraNTdona. Loaft Rectoroub Loadru r Trapfrdena LcedM Rec taro1or Loeng 1tiB8 lbs I TuVTrWq. Looft Recdargutar Losam WA Trap(idere Loa*2 Rude► LoadsV 88020 Treprrdwa toafg L-Aw 940 bs Tieprrd g- Lcecbg Rett-9far Loerfin9 WA T#WThang. LOO&V Redcar L - ft TsvptAtsrg Lca&v Alum Tuba llfuAiQn c38 WA G _ WA _ K S. i G G _. -1- a lY c3_` . 5. E. s: G L 3 :I 1 Q e: (� :� Y].. .� G G �_Q �p . ai 'O' 'G {C G Y L.,17j a[ G Q !i d G i' G � � 822 Sas G $ .C�-- ,.4. � c $401. 7 G c3� O' U G G LY. �2 G Q�j 4 K' 75 .� G G cps .G C' 2 Andmrs Q 1.15- Min, O_C.r F.C6p (FIa. 6): G A p5 . l d' O " t 2 G O G -1T..,' G G' .� .. G cRg 7 Q 1Y rE A 190 tis 42 In 111.9 406 '129_5 332 932 406 115.5 325 179-9, 406 107 321 89.9 406 104.4 319 821 4011 104.0 316 55.9 408 104.0 319 48.8 408 104.0 319 89.9 ' 408 104.0 318 35.0 406 104.0 319 45 In 74.9 312 83.8 258 824 312 73.4 252 535 312 57.0 248 48.8 312 83.2. 246 41-5 312 SL3 244 37-5 312 61.0 244 31.2 312 61.0 244 2WO 312 01.0 244 25.4 312 61-0 244 50 8?S in 83 9 261 70 0 234 63 2 281 61.5 7ffi 45A �1 S5.7 224 39 9 281 521 272 35.5 281 501 Z� 31.9 281 49.3 218 26 6 281 48.3 299 22A 281 48 9 219 2D.0 261 4¢ 3 2i9 54 In 528 ?R7 57.5 207 43.9 247 49.8 "202 37.6 247 44.8 190 329 247 41.5 196 29.2 247 39.4 194 2.3 247 38.4 193 21.9 247 38.1 193 18.6 247 38.1 193 t8.4 247 36.1 183 801n 38.4 2D0 412 770 320 200 3S.4 188 27.4 200 315 183 24 0 200 2&9 180 213 200 27.1 158 192 700 25.9 157 18 0 200 25..0 156 =+ 7 63 th 331 181 35.3 155 W e 181 3OL3 152 23.7 181 289 149 20 7 189 24.5 148 18.4 181 228 144 18 8 181 2LT 143 .: 68 In 28-8 105 30.8 142 24.0 165 28.1 139 ?A.8 185 23.1 136 - 18.0 '165 21.0 134 72 in 22.2 IW 23.3 120 18.5 fid 19.9 198 95.9 199 17.5 118 78 In 18..9 125i9_7 UM 15.7 125 18 8 w 78 in T/.5 118 18.2 104 TARI F 1R NOTE: FOR THE OFFSET CLIP. USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FirIf IRF 1 • �I1I� FIM IRF 9 - Mill= Anchor Capacity Table (Ibs) Z7k Concrete &M Cahn • tt Am CMU •W FYled CMU P; Vsood ifl" Anc1w Cip Patterns Aadmr 3fi8• Elco tf mon 114- Eco USmcon &W Elco U bscon 3/18- Elco UYracoss 1l4' 8cc tAlracon W SS 8co 5116' Elco A9 or Ut-- 1f4' SS Elco AW*C tw #10 Steel Stil 2 Steel 812 Ste Screw (05j S- (GS) Screw(C_1 edgeDwerace r 2-11L 9- z-1rr 3-118' r avr 1- 2AIT r 3-116• r 0.48- 0.54' Q.3241 Embedumt (In 1-W- 1-:U4• 1-14- 1-3W T 1-114' 1-9x4' 1-tf4' I_lw 1- i4- 1-U4' r 1-318- . I -W (tee note 4) 2 Andrea Q 4.76' NSa QC. / StMdWd or Oftst CSP 049.1 390 The 390 bs 450 Ibe WORM 1644 The 270 tba 280 ba 354 IW 7409)s 488 Itis 664 be 1182 ba 32$ tis 4201b3 660 bo 4 Andorra Q 1.16- A&L O.C,1 Sbwmhmd (or OSset) Clp {F19 40D lbs 700itis POA WA I NA NIA 38D !b3 WA WA WA MA WA 652 lbs 8401bs 1120 ba 4 Anchors Q 3' Min. O C.1(2) 2x5 An& Clips 1 Fip_ 4 780 tis 780 Sas 880 tis 1500 lbs 1tiB8 lbs bW IDs 58o bs WA 760 itis 1'.98 in 88020 2354 Ws 652 6a 940 bs 112D The 2 Asnc om Q 0.45' Mkh. O.C. / U-Mp. kdo VW Atop, (Flp WA WA MTA WA NA WA WA WA WA NA WA WA WA WA 746 lbs 1 Anchor/ F4Wp (F19 185 b3 1951b3 225 bs 445 tis 822 Sas 1351. $401. 1771. 370 Sat 234 R. 332 1b. 591 Sao 183 Sas 210 ba 2801. 2 Andmrs Q 1.15- Min, O_C.r F.C6p (FIa. 6): 240 lbs 35D lbs WA WA DSA NfA 190 tis NIA WA WA WA MIA 326 tis 420 In 360 tis NOTE: FOR THE OFFSET CLIP. USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FirIf IRF 1 • �I1I� FIM IRF 9 - Mill= FIM IRF 9 - FIGURE 3: ! •1 11 • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6 0 TABLE NOTES: ANCHOR CAPACITY ADJUST34E NT FORMULA. (tea,.,) X C M CAP ANCHOR CAP..a, MULL)_ANCHOR CAP., USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. f 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LQADNG_ SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LFj4GTHS ANDVOR OPENING WIDTHS IS ALLOWABLE_ 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES_ HOLES MAY BE DRU I IN THE FIELD FOLLOWING tDIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIPNS. 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' TH2CK (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.. h n RIR d� • Mill= FIGURE 3: ! •1 11 • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6 0 TABLE NOTES: ANCHOR CAPACITY ADJUST34E NT FORMULA. (tea,.,) X C M CAP ANCHOR CAP..a, MULL)_ANCHOR CAP., USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. f 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LQADNG_ SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LFj4GTHS ANDVOR OPENING WIDTHS IS ALLOWABLE_ 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES_ HOLES MAY BE DRU I IN THE FIELD FOLLOWING tDIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIPNS. 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' TH2CK (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.. h n RIR d� • • • •W • •.•• •� _ • ..� •• •• •LQ $ • i r .. x • • • . . • 04 . . PRODUCT REVISED ,, cconoyimg with f o Fiod& BitildingA cgft 140"M i Exvhwjm Lely i t__'-11Wlilr)J-1 58705 �-�• ()l L 31 _ �� •�� 0, / 1910NA\- . A 6U fiIIILv%�-_R. P.E. FL P.E.# 58705 TABLE 2A TABLE 2f3 Anchor Capci(y Table QW) • • • • • • Anchor CHP PObNM SubMmhr Mullion Capacity &M Co= Table Holow cm RBed CMU PT Wood aidai 5118' Fico 114' SS lam 5/16' Fico 1f4' SS Elco 810 Stool 912 Steil 912 Sted Andeor Type 3116' Hm takr 1/4 Elm lRtrecon 3118' Fico titracan v0,- Hco tlua��n AW*GsW Labrsmn Soma (L� Saa• (W) S- rA Edge Dtstmloe r 2-1W r 2-112' 3 -VW r 2-1w r 2 -Mr - T 3.1/8 2" GAA 0.54- 0.324' Embeduumd 1314' 1-3W 13/4- 1314" 2- I -_1w 1-V4• I_1w 1-V4' 1-1w 1-114' 2' 1-w 1-318" (sw=684) 2 Anchors Q 4.75' WL O.C. / Standard or 09od CDp Fig. 1 320 b3 390 bs 450 bs Opening Width (for vnrfica9y-sparYdng mtfions) or Opening Height (for ha lly-"rming mu®ons) 1644 bs 270 b• 280 bs 354 lbs 740 be 486 be 664 bs 1182 bs 328 ft 420 83X 560 ft 4 Anchors Q 1.15' Min 0,G / Standmd {or OIIset) CIp ft 50 in 700 bs WA OD in WA WA 7010 WA WA sofa PYA WA 90 in 840 be 100 in 780 lbs 780 bs 120 in 1680 b3 1696 lb• 140 in 560 b3 WA t80 in 936 bs 860 bs Recbrgrdrt l as&g 652 bs Tmplfdmp 0 Load w Loading WA LoecftLowing >r TiopJTttang ReotarlpAw L 0 Tiaplid-Q Loofto Ruder Leading WA TrnpfUieng Lo• Reds Lo•dty sr 7mp/idanIIx2x376 Lo-fi syLoaft ectang4ar 1 Art AX / F-C6p (fig Ttaplidang LoadkaAItm1.Tube" Rectmo�isr 225 lbs 7ralalTrlan¢ Redac 136lbs T T 4. 177 the 37D it. 234 bs 501 bs E 210 bs • 2 Awhm Q I -W Min. O.CJ F -Clip gig 240 bs � 1506 WA WA WA WA 190 bs WA WA WA WA WA 326 bs B 8 8 !I J�Hdumvn 42 In 170-0 620 TM 435 1513 682 170.0 478 129.7 682 17MO 113.5 882 169.5 518 100,9 862 90.9 517 90.8 1 682 188.9 517 75.7 682 16" 517 64.9 882 1889 5v W7 862 188 9 517 48 In 121.6 5'07 13&0 419 101.4 SW 119_ 410 86.9 507 V&7 403 76.0 507 1026 399 676 507 99.8 397 MS 507 99.0 396 M7 307 99.0 396 414 bol 990 396 38.0 SW 990 396 50625 In 1017 458 1146 379 86.4 456 996 371 74.1 458 90-5 3S4 6C$ 456 84.8 360 576 456 81.3 367 $1.8 458 Me 356 432 456 80.0 358 37.0 456 80.0 356 324 456 80.0 396 54 in 85.4 400 93.3 336 712 400 80.9 328 8L0 400 727 322 S3.4 400 67.3 318 47-5 400 64.0 315" 42.7 400 623 314 35.6 126.0 400 61.6 313 30.5 400 616 313 28.7 400 61.8 313 60 In 823 324 86.9 278 616 324 57.5 270 44.5 324 512 264 30.9 324 46.9 280 34.6 324 439 257 31.1 324 420 255 324 40.5' 253 2.2.2 324 406 253 19.5 324 40.5 253 C 63 In WA 294 57.4 252 44.8 294 49.2 246 36.4 294 436 241 33A 294 398 237 299 294 37.1 234 26.9 294 35-2 232 224 294 33.5 230 192 294 33A 230 1&6 294 33.4 230 .3 86 in 46.8 266 496 230F16.4 268 42.4 225 33.4 � 37.5 221 29.2 268 34.1 218 28.0 258 316 215 23.4 268 29.8 212 19.5 288 28.0 210 1&7 266 27.7 204 14.6 268 27.7 209 72 in 36.0 225 37.9 198 225 322 191 25.7 225 26.4 188 22-5 225 256 185 20.0 225 235 182 140 225 22.1 180 15-0 225 20.3 177 129 225 10-6 176 11.3 22S 99.6 178 78 in 30.8 202 32.0 177 2o2 27.2 173 21.9 202 73.9 17o 19.2 202 216 187 T7.0 202 19.7 1sS 153 202 18.4 163 128 202 1&7 160 10.9 202 159 158 9.6 202 15.8 158 78 in 28.3 192 296 188 192 25-1 165 202 192 220 162 17.7 192 197 159 15.7 192 18.1 157 142 192 18.8 155 11.8 192 152 152 90.1 192 14.4 150 8.9 m 142 150 90 b 18.5 144 19-0 128 144 18.1 126 96 In 15.2 127 15.8 1 113 TABLE 2f3 NOTE FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Fk4IIRF 1 - RGI IRF : Imilim FIGURE 3: • • • • ANGLE CLIP MUST BE USED IN PAIRS - FIGURE 4: FIGURE 5: FIGURE 6 isimillm III I -m-ml ANCHOR CAPACITY AWlJ3TWNT FOfU9LILfi: ANCHOR4:.AP._ _ (DP"�°) X `MULLION CAP-- T) ANCHOR CAP_. USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE FZEQLRFU34NT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A NINI M ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. NODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRII I Fn IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 98-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. 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 • Anchor Capci(y Table QW) • • • • • • Anchor CHP PObNM SubMmhr 27k Czxrmte &M Co= • Holow cm RBed CMU PT Wood aidai 5118' Fico 114' SS lam 5/16' Fico 1f4' SS Elco 810 Stool 912 Steil 912 Sted Andeor Type 3116' Hm takr 1/4 Elm lRtrecon 3118' Fico titracan v0,- Hco tlua��n AW*GsW Labrsmn Soma (L� Saa• (W) S- rA Edge Dtstmloe r 2-1W r 2-112' 3 -VW r 2-1w r 2 -Mr - T 3.1/8 2" GAA 0.54- 0.324' Embeduumd 1314' 1-3W 13/4- 1314" 2- I -_1w 1-V4• I_1w 1-V4' 1-1w 1-114' 2' 1-w 1-318" (sw=684) 2 Anchors Q 4.75' WL O.C. / Standard or 09od CDp Fig. 1 320 b3 390 bs 450 bs 890 bs 1644 bs 270 b• 280 bs 354 lbs 740 be 486 be 664 bs 1182 bs 328 ft 420 83X 560 ft 4 Anchors Q 1.15' Min 0,G / Standmd {or OIIset) CIp ft 480 >be 700 bs WA WA WA WA 360 bs WA WA MA PYA WA 652 bs 840 be 4 i�nc�hoa Q 3' Min. O.G. f W 2x5 Angle Cies / Tig 780 lbs 780 bs 660 bs 1680 b3 1696 lb• 6W bs 560 b3 WA 760 On 936 bs 860 bs 2384 bs 652 bs Soto 2 Anchors Q 0.45' fiSm O.C:. / U CSp, Ido 1W Akm. (Aa WA WA WA WA WA WA WA WA WA WA WA NA WA .WA H112DDft 1 Art AX / F-C6p (fig 195 bs 1951. 225 lbs 445 bs 822 U. 136lbs 140 [tis 177 the 37D it. 234 bs 332 bs 501 bs 163 >m 210 bs • 2 Awhm Q I -W Min. O.CJ F -Clip gig 240 bs 350 lbs WA WA WA WA 190 bs WA WA WA WA WA 326 bs 420 ixi NOTE FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Fk4IIRF 1 - RGI IRF : Imilim FIGURE 3: • • • • ANGLE CLIP MUST BE USED IN PAIRS - FIGURE 4: FIGURE 5: FIGURE 6 isimillm III I -m-ml ANCHOR CAPACITY AWlJ3TWNT FOfU9LILfi: ANCHOR4:.AP._ _ (DP"�°) X `MULLION CAP-- T) ANCHOR CAP_. USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE FZEQLRFU34NT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A NINI M ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. NODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRII I Fn IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 98-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. 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 • FIGURE 3: • • • • ANGLE CLIP MUST BE USED IN PAIRS - FIGURE 4: FIGURE 5: FIGURE 6 isimillm III I -m-ml ANCHOR CAPACITY AWlJ3TWNT FOfU9LILfi: ANCHOR4:.AP._ _ (DP"�°) X `MULLION CAP-- T) ANCHOR CAP_. USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE FZEQLRFU34NT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A NINI M ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. NODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRII I Fn IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 98-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. 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 • • • • • • • C031 • • oosw _j L. ? •••••• • -.• s •.•••• • • • • • • • • x • • • • • • r • • 09 as Yivg witig the Fladda Building Oo4c j Aox --j 1-000- r Deft BY = Alfieau Product i �ttlillJi/ 2.000" _ * No. 58705 VX 2"X _375' MULLION - {C/ STA � PtORIV /SS/ONAL `� A LYINiVIV(ILL�R, P.E_ FL P_E_# 58705 TABLE 3A TABLE 36 Anchor Capacity Tzb4a Pbs) satmurw Mullion Ce Table 31% Cone, •Z •W Haw cm Med-CM PT Woad bb" Anchor Clip Pattarns AndprT 3/16' Fico tlltraco0 114' Elco tJ«rawu BMW Fico Ultracon 31e8' Elco Ullraoo0 11; Elco t/Itracon 714 SS AWWGktm &W Elco, UK=- 174' SS Elan AwoC-tor 1110 Sted E12 Stsef 912 St" Sava (tom 8 --Pb) 8 -- (GM Edge OWtarxe (6t}. r 2 -IM* r 2 -VT 3-118' Opening Width (fixvedca9y-eparring nvAons) or Opening Height (for hodwntal"panalV ins) 2-1x2' r 2-1W 2' 3-118' 2 0.48' 0.54' 0.324" EwAnd30eat W 1374' 5014 4-3w 13/4' win 1-114' 1-114" 70 in 1-114' 1-1/4' 80 in 7 1.318' 90 in One rae4) 2 Anabow Q 4-75' On. O.G 7 Stondmd or Odast COp 9ig.1 100 In 990 u 450 9x 120 in 1644 bs 270 bs 140 in 354 be 740 bs 160 In 664 bs 1 X 2.75 x Alum. 326 Lbs Ki 7tapJiriap ro Reaero" Loafing 480 Sx T-Pfr ulu Lcadhv R --^aider Lo•d% NUL Trap7trfertg- Lowing Ractavular LoadnO 3601 s Tmp/useng. Lo4dn9 R•ctarp+dar Losmv WA 7_WT&_4 1_os*v L.oadn0 652 bs T-p/Tdaop. Loaftro Rect-auWr 1a drp Twp7htsng. RectwoAsr L.o01 p Trsp drat Laafty R•cto La• odw d TtwTflan9- Loaft .3T5 Tube 111111201+ _ G 3 NIts G }}�C ccc333 G ]jaC�c �QeSrryE '( O �J B_ ''G ccTT G "R'.. c'i �'_ G .� G _ .�a G G K ...7�. G G ]}aG� -G�. Q Q' .J_- '� G G Q K .�'. _3�. .tri, t: G j[ < a -�- C �" ccc333 - G QC .� G rC , y T2 DG $$$ G p 0 K $� - s� 3 6 cc33 G ¢ +--52 D '5 O G 0 U. '� ccc333 254 bs 42 in 170.0 620 170.0. 435 '170.0 1 744 170.0 478 170.0 888 170.01 SW 170.0 902 170.0 519 I 170.0 1116 1 170.0 I 521 170.01 1240 1 170.0 521 1 748.7 13011170-01 521 =4113011170.0 321 111-6 1301 1 i70.0 sm 48 in 170.0 708 170D 824 170.0 850 1700 564 170.0 992 1700 630 170.0 1133 7700 661 IVA 1139 1700 677 198.8 1759 170A eW 1119 1139 170.0 SW 97.6 11.39 170.0 680 86.4 1139 TMO 6W 50.626 In 170.0 747 In 0 563 1700 896 170.0 631 167.8 1012 170.0 684 146.8 1'034 170.0 723 1305 1032 170.0 747 117.4 1032 170.0 756 979 1= 170.0 756 83.9 1032 170.0 766 714 1032 1700 766 54 In 170.0 797 t7Q0 612 181.3 907 170-0 691 1382 904 164.7 730 1M.9 807 1526 720 107.5 907 145- 714 96.8 907 141.1 710 WA 907 140.0 709 69.1 907 140.0 709 60.6 907 140-0 709 60 in 141.1 735 151.5 625 117.8 735 1 130.3 6i7 a 1m8 796 116.0 529 882 736 108.2 690 78.4 735 99.6 583 70.5 735 95.1 578 58.8 735 91.8 574 50.4 735 91.8 574 44.1 735 91.8. 574 6310 121.9 666 1300 670 101.6 ON 1113 557 87A 666 96.9 547 782 am X1.1 638 67.7 666 63.9 331 60.9 668 79.8 326 60.6 am 75,8 527 43.5 888 75.8 521 38.1 888 76.8 521 w C 66 In 106.0 807 1124 S22 88,3 807 86.1 511 75.7 607 85.0 SW 86.2 4A7 77_1 493 569 607 71..5 488 53.0 69 57.8 481 442 607 634 476 137.9 807 I 627 474 311 607 627 474 J 72 in 818 570 85,6 443 88 0 $10 710 434 38 3 10 VA.3 42B 51A Sib 579 419 45 4 610 53 419 40.6 510 SOD 408 34.0 510 46.9 402 292 310 44 4 399 25..5 310 44.3 ;� 76 in aa4 4w 72.5 400 57.0 458 61.7 SB2 49.8 4sa 34_i 385 43A 458 48.6 378 SA 458 44.8 373 347 458 41-6 368 28.9 466 37.7 362 24.8 458 36.0 359 21.7 458 36.7 358 78 in 642 436 67.0 51.5 435 56.8 373 459 435 493 366 401 436 44.7 360 36.7 435 40.8 355 321 435 38.1 351 2" 435 34.4 344 22.9 435 326 347 20.1 435 W-2 340 90 in 41A 327 43.1 ]25 348 127 36.4 285 299 327 31.8 260 26.1 327 26.3 275 232 327 25.7 271 20.9 327 23-7 258 17.; 371 21.0 282 14.9 327 19.3 258 96 b 344 287 35.4 26.7 287 28.9 252 24_6 267 25.0 248 21.5 287 231 244 19.1 287 209 240 172 287 193 237 14.4 267 16.9 2S2 108 q 242 227 24.7 20.2 227 2" 207 17.3 227 18.0 115.1 18.0 196 111 h 223 215 227 194 16.6 215 19.1 191 159 215 16.6 186 1201n 17.6 184 17-9 167 TABLE 36 NOTE- FOR THE OFFSET CLIP. USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMIA E ON SHEET 21. FIGURF 1: FIM IRF 7 - FIGURE 3: ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: 0-i H TABLE NOTES: r la6i;1•.:4tff_1wY«�� 1rRir+flr+7ilr1.;;�,=;Atr_F (DP_) X - ANCHOR CAP,.,,) _ ANCHOR CAP., , MULLION CAP.,. _, USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REOUQ;ED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. R WILL YIELD A MR4IMLIM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SEE: SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR t4FORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL (INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN hf ll LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE- 3) LLOWABLE3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL. CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0-55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OFA 25" 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 k cl a o.� El I Anchor Capacity Tzb4a Pbs) satmurw 27k C ncmW 31% Cone, •Z •W Haw cm Med-CM PT Woad bb" Anchor Clip Pattarns AndprT 3/16' Fico tlltraco0 114' Elco tJ«rawu BMW Fico Ultracon 31e8' Elco Ullraoo0 11; Elco t/Itracon 714 SS AWWGktm &W Elco, UK=- 174' SS Elan AwoC-tor 1110 Sted E12 Stsef 912 St" Sava (tom 8 --Pb) 8 -- (GM Edge OWtarxe (6t}. r 2 -IM* r 2 -VT 3-118' r 2-1x2' r 2-1W 2' 3-118' 2 0.48' 0.54' 0.324" EwAnd30eat W 1374' 1-3M" 4-3w 13/4' 7 1-114' 1-114" 1-114- 1-114' 1-1/4' 1-114' 7 1.318' 1 -XT One rae4) 2 Anabow Q 4-75' On. O.G 7 Stondmd or Odast COp 9ig.1 3W an 990 u 450 9x 880 bs 1644 bs 270 bs 280 bs 354 be 740 bs 4wft 664 bs 1182 bs 326 Lbs 420 bs 560 b3 4 Anchom Q 1.15' No. O.C. / Standard (or Met) Cip Via. 480 Sx 700 In WA NUL NA WA 3601 s PYA PVA WA I WA WA 652 bs 840 bs 1120 On 4 Andhora 0 S' ME aQ 102x6 Arpfe Cies / fig. 3J 780 bs 780 bs 68D 1* 1560 Hm 1898 ba 640 bs 380 bs WA 760 9x 00 0 1120 ba 2 Anctlom 0 0.45' i9n. 0.6.11?Ma left W Atam7. M 4r WA WA WA WA WA WA WA WA PVA WA WA WA WA WA 716>Ds 1 Andmr/F-Cip gig 195 In 195 bs 225 bs 445 bs 622 bs 135 ft 'An The 177 bs 370 Ee 254 bs 132 ba 597 bs 163Ibs 21D bs 28D bs 2 Archon @ 1.15r 66n. O_CJ F-C6p fig. 64 240 bs 350 ft WA I WA WA PBA 190 &s W!A NJA NA NA WA 326 bs 420 bs 680 ba NOTE- FOR THE OFFSET CLIP. USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMIA E ON SHEET 21. FIGURF 1: FIM IRF 7 - FIGURE 3: ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: 0-i H TABLE NOTES: r la6i;1•.:4tff_1wY«�� 1rRir+flr+7ilr1.;;�,=;Atr_F (DP_) X - ANCHOR CAP,.,,) _ ANCHOR CAP., , MULLION CAP.,. _, USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REOUQ;ED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. R WILL YIELD A MR4IMLIM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SEE: SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR t4FORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL (INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN hf ll LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE- 3) LLOWABLE3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL. CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0-55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OFA 25" 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 k cl a o.� El I e5 ,00myjiiwBvALtha F1wt& By Dade Prodaa p��( LYNN Af, q't'r.-�GENSLr `FAQ * • No. 58705 to OF lC1 '_ FLOR11 �� SS/ONAt- �� . A. LYIM WAR, P.E. FL P.E.# 58705 •• • •Z •W •••••• •(/j • • • •.•••• •tom. • •• •• • • �• 5W5 - • • • • • • •/� •• 00 0 e5 ,00myjiiwBvALtha F1wt& By Dade Prodaa p��( LYNN Af, q't'r.-�GENSLr `FAQ * • No. 58705 to OF lC1 '_ FLOR11 �� SS/ONAt- �� . A. LYIM WAR, P.E. FL P.E.# 58705 TABLE 4A TABLE 4B • 1060 a= ♦ JO Anchor Capacity Table (fbs) to Substrata Mullion Capacity Table til:i 3.5k Cant tlo2ow CMU • >iged CMU PT Wood mew Atteltor CAp Pal�rns Anchor ins• Boo tAtracan W Elco uUacon 6116- Soo tI&racorh 3116- t7oo UBracon v4' t]co tl6racah V4' SS ;::Lao AppreGetor 5118' Elco tAhaooru 1/4- SS Boo AggraCetor 810 Steil 912 Sted screw tGs) scree. (G5) 912 Sled S -- (G5) Edge Distance W 1'1 2-1/2' 1- 2 -IW 3-v8' r 2-vr r 2-Ifr 2' 3.1/8' T 0-48' 0.54" 0.324 - Embedment 0 1.3/4' 1314' 1-3f4' 1a/4' r 1-1/4• 1-114' 1-114' 1-Iw 44w 1-1J4' T 1-Wr I -W tees nate 4) 2 Ann ham ® 4.75 MkL O C. I StandoW or Met Clip 070 390 f W 390 on Opening Width (for%edcaQy-sparring nnfions) or Opening Height(forhof n aksparining mtdfions) 1644 ft 270 R)3 280 as 354 ft 740 fin 458 lbs 664 lbs 1182 itis = lbs 420 On Waft 4 Aar bars Q 1.45' !i4 QC, I Standard (or Oft d) Clip (Fig 50 in 700 be WA 60 in WA WA 70 in WA WA so in PBA WA 90 in 0 11"ft 100 In 780 b9 780 ibe 120 in 1580 The 1898 be win 660 IDs WA 1801n 936 8:3 1 X 7-75 x IN Alum. Looft 852 lbs Trap/Tdng. L -*V Ream Loadhv 2 Andras Q 1145" tika O.G 1 U -Ci. sato Vii' Ahhm. ff:jg. T-p/Triang. gro Rectangidar Loafing Traprrdafg. 1oadng Reaar>Qdw L-dbv WA Trap/Iriwna Loaftg Rectangular Loading WA I TaWTdw4. Losd4hg Ractangrdar LcadbV NIA TrwTdanp. Loa,*V Rem Inaft WA 7rapiTdang. L,oadng Rectangular Lig 195 b• 7-prWanO- Lig R-Wahpular tceditig 445 lbs TrWTdang. Loedrlg Tube muNon 1401. 1771. acTe-C 234 bs *9 " 591 ft 1631bs 9 a 19 ;a 71 r ac 73 360 In WA WA WA WA 190 bs WA 8 3 G 1a3 - a 45r- L U�G $OG.teff. $ A 8pCg 8 : lY G G s 3 'aappQ _8 Aat GS zC{fajq7+ i8OqnJ 42 In 17MO 620 170.0 495 170.0 744 1700 478 17MO a68 170.01 SOB 1170.0 992 170.0 519 170.0 1116 170-01 ml 170.0 1240 17x0 521 170.0 14W 170.0 521 158.7 18.20 170.0 521 138.8 1820 170.0 521 48 In 170.0 708 170-0 524 170.0 850 170:.0 584 170.0 992 170.0 890 170.0 1133 170.0 661 170.0 1 1275 170.0 877 170.0 1417 270.0 1 680 141.7 1417 170.0 680 121.5 1417 170.0 880 108.3 1417 170.0 080 50.625 in 170.0 747 171X0 563 170.0 SW 170.0 831 170.0 1048 170.0 694 170.0 1198 170 0 723 1826 1286 t70.0 747 148 3 1288 IMO 758 121.9 1288 170.0 758 104.5 1288 170.0 758 M A 1286 170.0 756 54 In 170.0 787 170.0 612 170.0 SW 170.0 691 170.0 1116 1700 754 150.7 1130 170.0 803 133.9 1130 17MO 837 120.8 1130 170.0 856 400.5 1130 170.0 851 86.1 1130 170.0 881 75.3 4130 170.0 86i 60 in 170.0 6W 170.0 701 146.5 915 1823 761 125:5 915 1445 748 10x9 915 1323 735 97.8 915 123.9 726 B7.9 915 118.5 720 732 915 114A 715 828 1 915 114.4 715 54.9 915 114.4 715 63 in 1515 830 161.9 710 128.5 830 138.9 C94 1085 SW 1232 881 94.9 890 1122 670 84A 830 1048 662 75.9 830 99.4 a56 63 3 830 94.5 849 542 830 94A 649 47-4 830 94.1 849 cm C 66 in 132.1 757 14MO 850 1100 757 110.8 638 94 3 7b7 105.9 624 82-5 757 96.1 614 73.4 757 8G.1 800 80.0 757 84.2 800 55.0 757 79:0 593 472 757 782 592 413 757 78.2 591 m J 72 b 101.7 636 108.8 552 848 e38 91.0 540 727 696 801 530 63.6 898 722 521 58.5 838 08.5 544 50.9 SW 1123 506 424 638 57.2 500 38.3 a36 55.3 487 31-8 838 55.2 497 7a b 88.5 571 90.4 498 721 571 78.8 488 et. 571 67.4 479 $4.1 571 00.8 471 40.0 571 WZ 484 43.2 571 51.8 459 36..0 571 47 0 451 30.9 571 448 447 27.0 571 44.5 446 78 In 80.0 542 83.4 474 68.7 642 70.8 485 57.1 S42 62.i 458 SAO 542 55.7 449 44.4 542 51.0 442 41X0 542 47.5 437 33-3 542 42-9 428 26.8 542 40.6 425 250 542 40.1 423 90 in 521 407 537 364 434 407 45.4 355 572 407 39.8 348 325 407 35.3 343 28.9 407 W-1 336 28.0 407 28.6 334 21.7 407 26.1 327 18.8 407 24.1 322 163 407 23.0 319 9610 429 358 44.1 320 35,8 358 372 314 30.7 358 324 309 20.8 358 26.8 304 23.8 358 26.1 300 21.5 350 24.0 296 173 358 21.0 289 15.3 358 19.2 284 108 in 30.1 283 30.8 255 25.1 283 25.9 251 21.5 283 225 247 18.8 283 19.8 244 18.7 283 180 240 15.1 2:A 165 237 Ill in 27.8 287 1 28.3 242 1 231 267 23.8 238 19.8 267 20.8 295 17 3 267 16.3 231 15.4 267 28.5 228 220 in 220 229 223 209 16 3 228 I" 205 15.7 229 182 202 TABLE 4B 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 21. FIGURE 1: FIGURE 2: �III� FIGURE 3: • • • -1 ANGLE CLiP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: O - TABLE NOTES: ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP-) X ANCHOR� = ANCHOR CAP.- MULLION CAP.--. USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING. WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. ii WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO OUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18 -20 - ALL MULLION CLiPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -Fu i ED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM CSO. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WiTH AN SG OF 0.55. ALUMINUM SHALL BE 0363-T3 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 --j 1.000' [--- t' X 235'X.650* MULLION 4 • • 1060 a= ♦ JO Anchor Capacity Table (fbs) to Substrata 27k CommOs 3.5k Cant tlo2ow CMU • >iged CMU PT Wood mew Atteltor CAp Pal�rns Anchor ins• Boo tAtracan W Elco uUacon 6116- Soo tI&racorh 3116- t7oo UBracon v4' t]co tl6racah V4' SS ;::Lao AppreGetor 5118' Elco tAhaooru 1/4- SS Boo AggraCetor 810 Steil 912 Sted screw tGs) scree. (G5) 912 Sled S -- (G5) Edge Distance W 1'1 2-1/2' 1- 2 -IW 3-v8' r 2-vr r 2-Ifr 2' 3.1/8' T 0-48' 0.54" 0.324 - Embedment 0 1.3/4' 1314' 1-3f4' 1a/4' r 1-1/4• 1-114' 1-114' 1-Iw 44w 1-1J4' T 1-Wr I -W tees nate 4) 2 Ann ham ® 4.75 MkL O C. I StandoW or Met Clip 070 390 f W 390 on 450 bs 890 1b3 1644 ft 270 R)3 280 as 354 ft 740 fin 458 lbs 664 lbs 1182 itis = lbs 420 On Waft 4 Aar bars Q 1.45' !i4 QC, I Standard (or Oft d) Clip (Fig 480 tbs 700 be WA WA WA WA 380 W WA WA FBA PBA WA 6521bc 0 11"ft 4 Anchors Q 3- b9n. O G 10 2x5 Aros Cops I ((-i¢ 4 780 b9 780 ibe 680 tbs 1580 The 1898 be 540 ft 660 IDs WA 780 iba 936 8:3 8801tu 2364 flys 852 lbs 840 11290 ba 2 Andras Q 1145" tika O.G 1 U -Ci. sato Vii' Ahhm. ff:jg. WA WA WA WA WA WA WA WA WA WA NIA WA WA WA 7161be 1 Anchor I F-Mp (Fig. 195 b• 195 lbs 225 the 445 lbs 872 On I 435 lbs 1401. 1771. 370 bs 234 bs 332 ft 591 ft 1631bs 210 lbs 2801b3 2Anchma Q 1.15' Ulm O.CJ FC6p fl% 6) 240 tlm 360 In WA WA WA WA 190 bs WA NA I WA WA NA 328 ft 420 fbs WO 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 21. FIGURE 1: FIGURE 2: �III� FIGURE 3: • • • -1 ANGLE CLiP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: O - TABLE NOTES: ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP-) X ANCHOR� = ANCHOR CAP.- MULLION CAP.--. USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING. WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. ii WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO OUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18 -20 - ALL MULLION CLiPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -Fu i ED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM CSO. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WiTH AN SG OF 0.55. ALUMINUM SHALL BE 0363-T3 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 --j 1.000' [--- t' X 235'X.650* MULLION 4 • • 1060 a= ♦ JO to FIGURE 3: • • • -1 ANGLE CLiP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: O - TABLE NOTES: ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP-) X ANCHOR� = ANCHOR CAP.- MULLION CAP.--. USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING. WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. ii WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO OUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18 -20 - ALL MULLION CLiPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -Fu i ED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM CSO. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WiTH AN SG OF 0.55. ALUMINUM SHALL BE 0363-T3 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 --j 1.000' [--- t' X 235'X.650* MULLION 4 • • 1060 a= ♦ JO to • • •••• • Z • •• CO •• •• • W•t� •••••• • • • • • •••• • no s•• Z •• PRODUCT REVISED As manAybog with the Flmw BwTdmg Code Accgt- No By 5 p10�fCt �8 LYNIV 1l1if1111!// =-N • til(;ENSF FSP * N0.58705 * i 'O----- _� . Li 30 O ST E i '�� •. -ORIdP . w`CI\ 'Z.SS/ONAL E`•�� A LYNN fJIUL -'-R, P.E. FL P.E-# 58705 TABLE 5A I TABLE 5R • •� • • tIj • Nit Anchor Capacity Tabic (ft) ••� • • t4•• • � AndlorCipPattems SLbstata: dAuMon Capacity Tabic Q IbicurcL i Fred CMU PTYVood 9ddd 5116• Elco iK SS eco &W Eloo 114' SS Elco #10 Sted #12 Sted #12 Sled Anchor iype: WIT Ekao tAnhacorh 114• Elco tlt3hxarl 3118' Elco Lin 1/4• Elco tibaDDn Lbrawn AwaGeta LSra9- Apph� Saew" S-- (GS) Saew(G5) Ecbe L>At- r z 1rr r 2.11r 3 -UW r 21JZ r 21/7 r 3 -vs• 7 0.48' a54• x324• Ealbedalant 1314- 1334• 1.334• 1-314• r I_lAr I -1I4• 1-114• 1-1/4• 1-1w 14r4- 7 1-3nr 1318• (aee note 4) 2 Anchors Q 4.75' UkL O.C. I Sha 40d CLP F4 IX 390 be 390 bs 450 ba em ba 1644 be 270 ba 280 be 354 ka 740 Lbs 406 Ela 694 to 1182 Rn 328 b• 420 bs 5601ba 4 Anchors Q 1.15T Mrr. O_C. I Sbwxd CIP fb 480 be 700 lbs WA WA Opening Width (forver6ca"aming minions) or Opening Hefgdt(forhorimr Wy-sparring mufAons) 300 bs WA WA NIA AHA WA 652 an 840 bs 1120 In 4 Anchors 0 3.96L O.C. I C4 2x5 Ange Ceps !> • 760 Ela780 bs 50 in 1580 bs 1896 bs 80 in 580 to WA 70 in 93 W6ft 880 bs 80 in 652 ft 840 ba 80 rn 3 Anchom Q 0.45- 96L 0_Q I U-C� kilo 118• Akan. (0.g I 100 in WA WA 1m in WA WA min NIA WA "Din NIA V 3.125" x RectwQLdw L0a*Q 1074 b3 7rap7darg- iaadn9 RecbrCtier L -ft Mtn TaPiTdwVL L_&V iActonplder L_&V 822 bs Tr4WTemlg. Lcedny Loadfrhp bs Tf*Tdaro L -ft LQndkg 392 ba TiaprTdou LO -Wo R Londre ffi TrepiTe-u L_&V Rectergdor LcM*V 240lbs TfWTdmV-Rectangular Loaft WA TraplTdanp. Loaft Placteradar Loadrhp 190 bs TfwTd&M L-dng Mug .. .. .. ttqq a �� S l¢ 3 yeTube a E a � eo �� S g as �e �I 3 SS �� <>r �� a 3 �� o �g �iT �� <rc g �� 75 ff a ^ .5 g S �A <a C.7 2. V 8S <� � 3 �� 67G m C7 38 gc Ll _ S � i7 �A �G g _� '�� S �a S-1 8 a - �� a$ 42 In 170.0 OM 1700 435 170.0 744 170.0 470 171LO 888 1700 500 171X0 992 IMO 519 17x0 1118 170.0 521 1170.0 1240 170.0 521 170.0 1488 170.0 521 1 17D.0 1795 170.0 521 1164.4 1802 1 1708 I =1 4810 `170.0 708 TMO 524 170A 850 1M0 584 170.0 992 170.0 830 170.0 1133 170.0 081 170.0 1275 1MO 677 170.0 1417 170.0 eW 157.7 1577 170-0 880 1 1351 1577 170-0 680 118.2 1577 170.0 8811 6A60In 170.0 747 170.0 563 170.0 898 174.0 831 170.0 1046 17MO SB4 170.0 1195 17-00 723 IMO 1345 1MO 747 1700 4404 1 170A 750 141.7 1495 170.0 758 121.5 1495 170.0 756 108.3 1495 170.0 750 64 In 1".0 797 170.0 812 171X0 958 170.0 M 170.0 Im 170.0 754 170.0 1275 170.0 SW IMI 14M IMO 8V 149.5 1401 170.0 858 124.8 1401 170.0 801 1088 1401 170.0 861 934 1401 170A WI e0 in 170.0 88.5 170.0 701 170.0 1083 170-0 797 150-5 1158 IMO 878 138.7 1158 167-0 826 1233 1158 1585 917 111.0 1158 149.7 910 92.5 Me 144.5 903 79.3 1158 144.5 903 09.4 1158 1445 603 63 In 170.0 SW 170-0 745 1588 1049 170.0 SW 137-0 1040 155.5 880 1 119.8 1049 141.7 846 1m s 11049 132.0 We 959 1049 tI"%5 828 79.9 1049 118.3 S20 86.5 1049 116.9 819 599 1049 118.9 819 CD c 88 in 168.8 955 170.0 789 139.0 955 151.3 804 119.1 955 'Ci3.7 788 104.2 955 121A 775 Me WS 112A 785 83A 855 106.4 757 69.5 955 Me 749 50-8 955 98.7 748 621 955 98.7 740 J 72 in 128.5 803 1349 807 147.0 803 114.9 882 91.8 803 101.1 670 80.3 803 912 659 71.4 803 839 840 642 803 78.8 842 53.5 803 722 632 4ra9 803 89.8 826 4q1 803 69.7 627 76 b 108.2 721 114_1 829 91.0 721 97.0 618 78.0 721 86,1 805 68.3 721 78.5 595 60.7 721 70.1 588 54.6 721 65.4 579 45.5 721 -%4 569 30.0 721 S8.8 684 34.1 721 56.1 583 78 in 101.0 1584 105.4 599 84.2 684 89.4 587 722 am 70.4 576 83.1 884 70.4 567 56.1 684 64.4 558 509 664 5" 5251 421 684 54.1 541 36.1 884 51.3 538 31.6 884 50.6 534 90b Me 514 679 456 54.0 514 57.3 448 47.0 514 50-0 440 411 514 44.8 433 98.5 514 405 427 32.9 514 379 421 27.4 SU 330 412 23.5 514 304 406 2D.8 Si4 20.0 403 98 in 542 432 %.7 W4 M2 452 47.0 388 38.7 452 40.9 300 339 452 38.4 384 30.1 452 32.9 978 VI :5"c 30.3 373 22.8 452 28.8 385 19.4 452 242 We 18.9 452 228 3% 108 in 38.1 357 38.9 922 31_7 357 32.7 317 272 357 26.4 312 248 ',357 252 308 21.1 357 227 903 19.0. 357 20.8 299 15.9 357 18.0 293 136 357 16.2 267 .11.9 357 15.0 283 111 in 35.1 338 35 8 308 292 338 30.1 301 25.0 338 28.1 208 21.9 338 23.1 292 19.3 338 20 8 � 17.5 338 190 264 14.B 338 18.5 278 12S 336 14.8 273 11.0 .338 '13.8 2BO 120TH 277 289 282 203 231 ?89 2i7 250 19B 289 ?0-5 256 179 280 iQ1 252 1S4 2H9 183 249 139 2$B 14A 246 11B 289 128 240 0.B 289 11A 236 8.7 2B0 10.4 232 I TABLE 5R Ivan r c rvrc t nc a.rrrx r a.ur, we r r= .?HrwC AIYLr1Vtt rH l 1 MUM ANU AN- 1LJK VALM j /1.7 I M b l Ai1WAAfl) 4.19'. Sr4t IRF 1- Fir,'r IRF T �Rmlliml FIGURE 3: • � a e ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6-- 0 :O • i lark�•1E� ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP ) X t. \ ANCHOR �."° -' =ANCHOR CAP.- MULLION CAP__e USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIR13X CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENANG, WHEN IT IS LOWER THAN THE IuRItJ_IO N CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SIE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDJOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20- 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM G-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 :150* • • 0000 : 0000•• • • •� • • tIj • Nit Anchor Capacity Tabic (ft) ••� • • t4•• • � AndlorCipPattems SLbstata: 27kConcmle 35kCalc. Q IbicurcL i Fred CMU PTYVood 9ddd 5116• Elco iK SS eco &W Eloo 114' SS Elco #10 Sted #12 Sted #12 Sled Anchor iype: WIT Ekao tAnhacorh 114• Elco tlt3hxarl 3118' Elco Lin 1/4• Elco tibaDDn Lbrawn AwaGeta LSra9- Apph� Saew" S-- (GS) Saew(G5) Ecbe L>At- r z 1rr r 2.11r 3 -UW r 21JZ r 21/7 r 3 -vs• 7 0.48' a54• x324• Ealbedalant 1314- 1334• 1.334• 1-314• r I_lAr I -1I4• 1-114• 1-1/4• 1-1w 14r4- 7 1-3nr 1318• (aee note 4) 2 Anchors Q 4.75' UkL O.C. I Sha 40d CLP F4 IX 390 be 390 bs 450 ba em ba 1644 be 270 ba 280 be 354 ka 740 Lbs 406 Ela 694 to 1182 Rn 328 b• 420 bs 5601ba 4 Anchors Q 1.15T Mrr. O_C. I Sbwxd CIP fb 480 be 700 lbs WA WA NIA WA 300 bs WA WA NIA AHA WA 652 an 840 bs 1120 In 4 Anchors 0 3.96L O.C. I C4 2x5 Ange Ceps !> • 760 Ela780 bs 680 bs 1580 bs 1896 bs 540 bs 580 to WA 780 b s 93 W6ft 880 bs 2364 bs 652 ft 840 ba 1120 lbs 3 Anchom Q 0.45- 96L 0_Q I U-C� kilo 118• Akan. (0.g WA WA WA WA WA WA WA WA NIA WA NIA NIA NIA WA 1074 b3 1 Anchor J F-CIIp �9 195 bs Mtn 225 bs 445 ba 822 bs 35 1ba 140 b3177 bs 370 ba 234 b• 392 ba 591 lbs 163 rbs 210 be 280 b• 2 Anchors Q 1.13' MkL O.C. I F-CNp � 240lbs 350 be WA WA WA WA 190 bs WA WA NA WA WA 326 lbs 420 be 1 580 She Ivan r c rvrc t nc a.rrrx r a.ur, we r r= .?HrwC AIYLr1Vtt rH l 1 MUM ANU AN- 1LJK VALM j /1.7 I M b l Ai1WAAfl) 4.19'. Sr4t IRF 1- Fir,'r IRF T �Rmlliml FIGURE 3: • � a e ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6-- 0 :O • i lark�•1E� ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP ) X t. \ ANCHOR �."° -' =ANCHOR CAP.- MULLION CAP__e USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIR13X CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENANG, WHEN IT IS LOWER THAN THE IuRItJ_IO N CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SIE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDJOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20- 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM G-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 :150* • • 0000 : 0000•• • • •� • • tIj • Nit •• ••� • • FIGURE 3: • � a e ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6-- 0 :O • i lark�•1E� ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP ) X t. \ ANCHOR �."° -' =ANCHOR CAP.- MULLION CAP__e USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIR13X CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENANG, WHEN IT IS LOWER THAN THE IuRItJ_IO N CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SIE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDJOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20- 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM G-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 :150* • • 0000 : 0000•• • • •� • • tIj • Nit •• ••� • • t4•• • � • • 0000• • Q ••• 000000 • Q Z • • to to •• �•• •0006• °� • • • • t2! C14 • 0 07 0 000 co i •0• ot XQ • •0• NZODUCT REVISED as complyingvrfhth+ei BudCwgC0& ,,'' A NO fi L-1 -``1(111111 Otx.j LYNN MJ(�/// Q' • .714 _ INo. 58745 if a •• STA, PCOR1011 A LYNP MIM -1-R, P_E_ FL REX 58706 i. TABLE 6A TABLE 6B Anchor CApacity Tabi9 (ft) S Mullan Capacity Table M sftir) 2-A Concrete 3Sk Ca= t§A&o cw FiQed Cffn1 "Wood mew Anchor Clip Pailems AndrarTypa 3116- Dao t9traco» 114- t)xaaco►k 3/ts- am tin 3176' Ebo tlttracon V4- >�o tllracon IW SS fico 5x16- Elco Armor iRttacat 1W SS eco AggnaC,eeor d10 Steel 812 Steel #12 Steel S -- (GS) sae• (G5) S - (GS) Edge OkstB- fi* 1. 2-1W r 2-1/T 3 iff r 2-1W 1' 2-117 7 3-w 7 0.45 0.59' 0.321' Embedment 1314- 1.3/4- 1.3/4- 1314- 21 1-114- 1-N4' x114' 1-114- 1-if4- 1-iA4- 7 1-w 4-w (aee nOW 4) 2 Antras @ 4.76'11ia O.C.1 Si nAwd Clip (fig. i ora 39D Ibs 300 fbs 450 fbs Opening Width (forrertica6y-sparsing mufons) oTOpening Height (for ho LmrrtaBy-sparining mul6_om) 1644 Is 270 Ibs 2W Ibs 354 ft 740 fibs 468 fba 664 Ibs 1182 Ibs 328 Am 42D lbs 580 its 4 Andras Q 22V eGrL O.C- / Stwadord Mo (F g 4 50 in 700 ft 580 to 60 In 952Ibs WA 70 in WA 630 Ibs 80 irk 880 lbs WA 90 In Moft 1120 IA 100 In 960 In 14M bs MOM MA NfA 14010 760 Rw WA 18010 WA 1 x 4 X.125 Rectangkiar L -*v 1304 lbs Talpfuieng. Low*V Redanaf•r Loafing 4 Arrdsxs Q 3- A1frL QC.1(2) 2x5 Angle Cffps 918- 4 I Thmvrflekg. L-fty R m>9ww L - ft Tupl I cod larg. ao R•ctatgtlar I oedrg I TropiTdang. Later• Rear t -ft ToaplTdsrg Losft R-hwoW L-ck D TvWTdang. Lo-wV Rectanipi r Lo"M Tra{YTdarq. Loa ft Recurvw- Wading Losdak9 star Loa ft T-WTkl•rg. Loft 1620 fes 2340 in 5 K il- .0 1.1 1404 flys 1321 lbs 3548 ft 978 to IMIn n 1680lbs 4 kn kors 0 0.45 Mar. O.C_ 1 U-C6p, brio 1I8- Aux (f=ig. 1 1 4,q 2 G is 4�-114-11 r ir _ WA -5 WA WA WA 5 WA WA 14321bs 2 Andras g 226' Erin OLQ I FCBD t 350 bs hh 290 ox G 11 K 6 G 1yy K WA 42 in 170.0 1820 170.0 I 435 I 170.0 744 1 170.0 at! 17x0 888 170-011 MA I 170.0 W2 1' 170.0 1 519 170.0 I 1118 170.0 521 I 170.0 1240 170.0 1 521 170.0 1468 170.0 621 145.8 14M 170.0 SM 127.6 IMM 170.0 521 45 In 170.0 1 708 -370.0 1 324 1 170.0 890 170.0 384 170.0 SW TM.0 630 170.0 1133 170.0 881 17.00 1275 170.0 1 677 156.3 1303 170.0 680 130.3 -3303 170.0 680 111.7 1303 170.0 880 97.7 1363 170.0 080 50.62614 170.0 747 170.0 885 170.0 698 MA 631 170.0 1098 170.0 664 170.0 1195 170.0 723 156.1 1235 1740 747 140.5 1235 170.0 756 117.1 1235 170.0 7% 100.4 1235 170.0 758 87.8 -3235 170.0 758 Ifo b 170.0 797 170.0 612 170.0 958 170.0 691 170.0 1116 170-0 764 154.4 1158 170.0 SW 137.2 1166 170.0 837 123.5 1158 170.0 856 1029 1158 170.0 861 882 1158 170.0 85i 772 1158 170.0 %I so in 170.0 SW 170.0 701 188.7 1042 =A 797 142.9 1042 1611 832 125.1 1042 146.7 815 111.2 1042 136.8 801 100.6 1042 1302 791 83.4 1042 125.1 782 715 1042 125.1 782 625 1042, 125.1 782 83 in 170.0 930 170.0 745 151.2 992 IS&S 818 129.6 982 144.4 799 113.4 992 131.0 782 1048 SW 121.4 768 947 992 1145 158 75.8 992 108.4 745 6" 992 108.0 744 56.7 992 108.0 744 66 in 165.4 947 170.0 789 137.8 947 14&0 788 116.1 947 1343 768 103.4 947 117.7 752 91.9 947 10&7 738 827 947 1022 727 66.9 947 95.1 713 541 947 94.0 711 517 947 94.0 7t-3 m72 In 135.9 848 1427 737 113.2 849 IVA 722 97.0 849 106.9 708 84.9 849 96.4 698 713 849 8&7 SW 6'72 849 827 675 56.6 849 75.3 659 48.5 849 72.5 852 42.5 849 724 651 "1 a 7614 115.5 762 120.7 885 96.3 762 102.6 652 82.5 762 90.0 640 722Y 762 80.9 629 64.2 762 74.2 620 57.8 762 69.2 613 46.1 762 62.8 802 413 782 59.9 597 3&1 762 59.4 585 781n 106.0 724 111.4 834 890 724 94.0 621 78-3 724 829 SW Ma 724 74.4 584 54.4 724 88.1 5N 53.4 724 63.4 SW 445 724 573 573 38.2 724 54.3 567 33.4 724 331 565 90 In 69.06 543 71.8 483 S8.0 543 60.7 474 49.7 543 62.9 486 435 543 47.1 458 36.6 543 42.8 452 34.8 543 39.5 448 29.0 543 34.9 436 24.8 543 32.1 430 217 543 30.7 CM 96 in 57.3 476 56.9 427 47.8 478 49? 419 40.9 478 432 412 95.8 478 385 406 31.8 478 94.8 400 28.7 478 32..6 395 23.9 478 2&1 388. 203 478 25-A6 300 17-9 478 242 376 106 in "40.3 377 41.1 341 33.5 377 34.5 33b 25-8 377 30.0 330 25.2 377 26.8 326 224 377 24.0 321 20.1 377 22.0 317 16.8 377 19.0 310 14.4 377 17-1 304 111 to 37.1 357 37.8 323 30.9 357 31.8 318 28.5 357 77.6 313 23 2 357 24A 309 20.6 357 220 305 185 357 20.1 301 15.4 357 17.4 284 12014 29.3 306 20.8 279 245 366 25.1 274 21-0 306 21.7 270 183 306 192 287 18.3 308 17.3 283 14414 1 17.0 1 212 172 196 TABLE 6B NOTE FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4.- 0 : U O ° • O O • • O a • • • • • 11. 11 Q O O• O O O O • a O • 11 • •11 • • FIGURE 8: FIGURE 9: o • o • • • FIGURE 5: FIGURE 5: _ FIGURE 7: ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS. TABLE NOTES: ANCHOR CAPACITY ADJUSTMENT FORMULA: (131`�.o) X ! ANCHOR c:AP-,,,,,,-) _ ANCHOR CAP -- `MULLION CAP.,,,,, USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN FT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE- 3) LLOWABLE3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRA.f Fn IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. .4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90, WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 5063-T5 AND BE A MINIMUM OF .125" THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK t18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .12Y THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. --.I 1.00or I --- .125 1'X 4- X .125 MULLION P1 is couqilYJaB with tho FhW& Atccj)tmzw ?4D 1D MBYim01 Product gill 11o. 58705 .:OF '�., SIONAL A LYNN MILLER, P.E. FL P.E.# 58705 Anchor CApacity Tabi9 (ft) S 2-A Concrete 3Sk Ca= t§A&o cw FiQed Cffn1 "Wood mew Anchor Clip Pailems AndrarTypa 3116- Dao t9traco» 114- t)xaaco►k 3/ts- am tin 3176' Ebo tlttracon V4- >�o tllracon IW SS fico 5x16- Elco Armor iRttacat 1W SS eco AggnaC,eeor d10 Steel 812 Steel #12 Steel S -- (GS) sae• (G5) S - (GS) Edge OkstB- fi* 1. 2-1W r 2-1/T 3 iff r 2-1W 1' 2-117 7 3-w 7 0.45 0.59' 0.321' Embedment 1314- 1.3/4- 1.3/4- 1314- 21 1-114- 1-N4' x114' 1-114- 1-if4- 1-iA4- 7 1-w 4-w (aee nOW 4) 2 Antras @ 4.76'11ia O.C.1 Si nAwd Clip (fig. i ora 39D Ibs 300 fbs 450 fbs 8W Ax 1644 Is 270 Ibs 2W Ibs 354 ft 740 fibs 468 fba 664 Ibs 1182 Ibs 328 Am 42D lbs 580 its 4 Andras Q 22V eGrL O.C- / Stwadord Mo (F g 4 700%z 700 ft 580 to 1410 ft 952Ibs WA 560 u WA 630 Ibs WA 880 lbs WA 852 be Moft 1120 IA 8 Aacbors @ 1.15- On O.C. A Standard Crgr ft. 4 960 In 14M bs WA MA NfA NWA 760 Rw WA WA WA WA WA 1304 lbs IMM 2240 firs 4 Arrdsxs Q 3- A1frL QC.1(2) 2x5 Angle Cffps 918- 4 780 ft 780 Ifs 900lbs 1M We 3288 U 540 ft 5w lbs 700 to 14W Ibs M8ft 1328 ft 2364 ins Man soft 1120 b• 6 Ard»om o@ 3- leo. O.C. / (2) 2r5 An* (MFe (Fig 1170 fbs 1170 ft 1620 fes 2340 in 2844 bs 810 Ibs "oft WA 1140 Ibs 1404 flys 1321 lbs 3548 ft 978 to IMIn n 1680lbs 4 kn kors 0 0.45 Mar. O.C_ 1 U-C6p, brio 1I8- Aux (f=ig. WA WA WA WA NrA t4/A WA WA WA WA WA WA WA WA 14321bs 2 Andras g 226' Erin OLQ I FCBD t 350 bs 350 ft 290 ox 165 ft 476 iba WA 289 Ibs WA 315 ft Obs 440 fes O ms 375 Ibs 420 lbs SW Ax 4 Anchm @ 1.15 Vw. O.C. I F -Gip (Fig 480 Ibs 700 ft MA WA j MA I IWA 38D fbs WA WA dtA 1 WA WA 852Itrs MOfbs 112DI s NOTE FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4.- 0 : U O ° • O O • • O a • • • • • 11. 11 Q O O• O O O O • a O • 11 • •11 • • FIGURE 8: FIGURE 9: o • o • • • FIGURE 5: FIGURE 5: _ FIGURE 7: ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS. TABLE NOTES: ANCHOR CAPACITY ADJUSTMENT FORMULA: (131`�.o) X ! ANCHOR c:AP-,,,,,,-) _ ANCHOR CAP -- `MULLION CAP.,,,,, USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN FT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE- 3) LLOWABLE3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRA.f Fn IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. .4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90, WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 5063-T5 AND BE A MINIMUM OF .125" THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK t18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .12Y THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. --.I 1.00or I --- .125 1'X 4- X .125 MULLION P1 is couqilYJaB with tho FhW& Atccj)tmzw ?4D 1D MBYim01 Product gill 11o. 58705 .:OF '�., SIONAL A LYNN MILLER, P.E. FL P.E.# 58705 TABLE 7A TABLE 7B Anchor Capacity Table (On) Mullion Capacity Tab(e 2-7k Corcmis 3.6k Conc,. Hoi7arr cmu Flied CMU PT Wood Etetat Ambw Cep Pafl s Arzchar Type 3f16' Elco Ultracoa 10.4• Eloo LAtramn S/1S fico LOOP l 3/18' fJw Ubacon 1/4' Elco U12racon 14 SS fico &W Elco AWeGatar U hump 114' SS Elco #10 Steel 612 Steel 1#12 Steel Scmw P5) Spew � Sere+v (� Edge Obtawe (In 1' 2�-1W 1' 2-1/2 3-118" Opening Width (for ver6caUy-apanrkV amAans) or Opening Height (for ho(=nta y-spanring mAons) 2•Irr T 2-U2' T 3-'if8' r 0.48' 054" 0.32C Effbe&mant 1.314" 1314' I-VIC 1-314' T 1 -we 1-114' 1-1I4' 11!4' 1-1w 1-111c T 1316' 1-W (see Dole 4) 2 Ancims a 4.75' l� O� I St�aed Clip (Flay. 1 cw 50 in 380 gas 450 ars 60 in 1644 bs 270 In 70 in 354 lbs - 740 tba 80 in 664 Iba 11a lbs 90 in 420 11:4 560 ft 100 in 700 lbs 700 An 120 in 1410 b9 952ibs 140 in SBO bs WA -16018 WA 1 x 4 X.375 RectarWd- Loading 6% bs 'r-pITdwV- Loadhg Rmdaf%omr 8 Anchors Q 1-15 WiL O.C. i Stwdwd Clip (Fig. 4 - Taip/irLma L -am RectaraAar MIA Tray T*wV. Loadap Ractargt9ar L NiA Traprrx-v- L,00fte RsctwgA- U -VQ WA TrayaTen . caadrp Rectenyrder LOG&V WA Traprrtiang- L-Ang Rec-wv ler LcadkV Taorlidemg. is•dmg R-srigalar LoBAV 780 bs TraouwrQg Loaft RecWVtfiar L-Ahv 1780 bs TrWT4aro. Laadhv Alum. Tube mulmm 5B0 bs 708 lbs 1480 lbs O38 bs 13M RA 2384 bs 652 me MR* IZE .' I 1170 bs -1 f I' - -1 <� -11 1 <� WA 1144 lbs :404 bs 1320 bs 3548lb3 D 1260 bs '1880lu 4 Atrim Q 645 Wffx O -C. I U-Cil[pt into IW Altm (Fig NIA WA WA • WA WA � WA WA 42 fa 170A 620 170.0 435 170.0 744 170.0 478 17MO 868 170. SW 4760 992 170.0 $19 170.0 1118 170.0 521 170.0 1240 1760 621 170.0 1488 170.0 521 1170.0 WA 1735 170-0 521 170.0 1983 170.0 521 840 bs 48 in 170.0 708 VMO 524 170.0 850 170.0 554 170.0 992 170.0 630 170.0 1'133 170. 881 170.0 12715 170.0 677 170.0 1417 170.0 1 660 170.0 1700 170.0 880 170.0 1983 17MO 060 151.8 2024 170.0 880 50A25In 170.0 747 170.0 563 170.0 898 170.0 631 170-0 1046 170.0 684 17" 1195 170.0 725 1700 1345 170.0 747 vixo 1494 170-0 758 170.0 1793 170.0 758 IS&O 1919 170.0 756 136.5 1919 170.0 756 54]n 170.0 767 IALO 612 170.0 956 170-0 691 170.0 1118 170-0 764 170.0 1275 170.0 803 170.0 4434 170-0 a37 170.0 1504 1770.0 858 159.9 1799 170-0 a4 137.1 1799 170.0 861 120.0 1796 170.0 861 601a 170.0 885 170.0 701 170.0 1063 1760 797 1760 1240 170. 876 170.0 1417 170.0 944 1760 1594 170.0 998 155-5 1619 170.0 1033 129.6 1619 170.0 1063 111. 1619 170.0 1083 97.2 1619 170-0 1063 831n 170.0 930 1760 746 170.0 1118 1 17" SW 170.0 1302 170.0 940 170.0 1468 170.0 1015 M7 1542 170.0 1076 141.0 1542 170A 1172 117.5 1542 1686 1156 190.7 1542 187-9 1157 8&1 1542 167-9 1157 66 in 170,0 974 1700 780 170.0 1169 170.0 903 170.0 1384 170.0 1002 1WA 1472 '17MO 1086 142.8 1472 16&8 1148 12U 1472 158-8 1130 107.1 -1472 147.8 1108 91.8 1472 1 146.0 1104 aM3 1 1472 14&0 1104 s0. 7210 170.0 IM 1700 878 170.0 1275 170.0 1009 15(L8 1320 1862 1101 1320 1320 149.9 1082 117.3 1320 137-8 1066 105.8 =0 Me 1049 8&0 1320 117. 1024 75A 1320 1128 1013 BBA 1320 1125 1012 --j 761n 170.0 I= 170.0 937 148.6 1184 159.4 1013 128.2 1184 IWA 994 1122 1134 12&7 978 M-1 1184 115-3 964 89.8 1184 107.5 952 74.8 11a4 97.6 935 1 64-1 1184 931 827 55.1 1184 W-3 925 78 in 156.1 11244 170-0 967 138.4 1124 147:0 966 1186 1424 12&8 - 947 103-8 1124 116-6 931 923 1124 105.8 918 SU 1124 98.5 908 682 1124 890. SW 59.3 1124 845 881 61-9 1124 63.2 878 90 in 10&1 844 1115 750 90.1 844 94.3 736 77-2 844 821 724 67A 844 730. 712 60.1 644 W -S 702 U-0 844 614 SW 4&0 844 541 678 380. 844 600 688 33,,E 844 47.7 682 96 in 89.1 742 915 663 74.2 742 772 652 63.6 742 672 641 857 742 69-8 631 49.5 742 5&1 622 44.5 742 48.8 614 37.1 742 43.6 f 600 31-8 742 39-8 590 27.8 742 37-5 1 554 106 is ' 62-5 SW 63.9 530 521 SW 33.8 521 447 586 4" 513 39.1 586 41-4 505 34.8 SW 37-3 366 31.3 586 342 492 251 SW 24-6 481 22.3 588 28.8 472 18 S 588 24.7 466 111 h 57.6 555 86.8 503 4&0 555 495 495 41.2 555 420. 487 380 555 3&0 480 320 555 342 473 280. 555 31-3 467 24.0 SSS 27.1 457 266 555 24-3 448L14.3 553 224 442 120 in 45-6 475 4&4 433 3&0 475 390. 426 32-8 475 337 420 =6 475 28.8 414 25.3 475 26.E 409 22E 475 24-5 404 19,0 475 21-1 305 18.3 475 1&7 587 475 172 381 144in 28.4 330 28.7 305 220 330 22.4 301 1&9 330 1&3 297 16-5 330 1 17-0 293 TABLE 7B NOTE: FOR THE OFFSET CUP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: • 0 O O • 0 0 • • o -n o • • • • 0 • Ill., 11 1 11 0 0 0. 0 00 0. 0 o • ••••o FIGURE 5: FIGURE 6: FIGURE 7: ANGLE CUP (FIGURES 586) MUST BE USED IN PAIRS. If -'Z FAIKij1*3 ANCHOR CAPACITY ADJUSTMENT FORMULA: (Dfi ) X ANCHOR CAP.,,,, - _ ANCHOR CAP.,,, MULLION CAP----) USE AP-,.-- USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MLIUJON CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WiLL YiELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FLEW FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHAD_ CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHAH- CONFORM TO ASTM C-90- WOOD SHALL BE PRESSURE TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063 -TS AND BE A MINIMUM OF .125' THiCK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE)- STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL --- i 1.004' I--- S 1' X 4' X -375' MULLION • • • 009.0• • •ee••o Goes 0000 ••Gee• 00 • 0 90.000 • o• • as a>moybe `ht the Ir adu No 1 MBYiam c p1t>d6cx739 ] �11111111ttNIN �' ��.• --- Ir ''i * No -58705 -a 01t 3--�- % S( TE OF F(OR10i'- a j fl, %,,% A. LYNN 1►+ eeiiR,`P.E. FL P.E-# 58705 Anchor Capacity Table (On) Sia 2-7k Corcmis 3.6k Conc,. Hoi7arr cmu Flied CMU PT Wood Etetat Ambw Cep Pafl s Arzchar Type 3f16' Elco Ultracoa 10.4• Eloo LAtramn S/1S fico LOOP l 3/18' fJw Ubacon 1/4' Elco U12racon 14 SS fico &W Elco AWeGatar U hump 114' SS Elco #10 Steel 612 Steel 1#12 Steel Scmw P5) Spew � Sere+v (� Edge Obtawe (In 1' 2�-1W 1' 2-1/2 3-118" I' 2•Irr T 2-U2' T 3-'if8' r 0.48' 054" 0.32C Effbe&mant 1.314" 1314' I-VIC 1-314' T 1 -we 1-114' 1-1I4' 11!4' 1-1w 1-111c T 1316' 1-W (see Dole 4) 2 Ancims a 4.75' l� O� I St�aed Clip (Flay. 1 cw 39O bs 380 gas 450 ars 800 The 1644 bs 270 In 280 In 354 lbs - 740 tba 468 lbs 664 Iba 11a lbs 328 be 420 11:4 560 ft 4 Andlom Q 22S' A&L O C- I Stendefd CGp (fig 4 700 lbs 700 An 580 Bis 1410 b9 952ibs WA SBO bs WA WO Ms WA 880 ft (IFA 6% bs 844lbs - 1120lbs 8 Anchors Q 1-15 WiL O.C. i Stwdwd Clip (Fig. 4 - Wit* 1400 Pas MIA WA NIA NiA 760 In WA WA IVA WA WA 1304 lbs 1880 bG 2240 lbs 4 Anchors 3- Mbx O C- t (2) 24 Angie Clips (FV- 4 780 bs 780 Ms SOD lbs 1780 bs 32!38 lbs 540 bs 5B0 bs 708 lbs 1480 lbs O38 bs 13M RA 2384 bs 652 me MR* 1123 ms 8 Anchors Q 3' A&L QC. A M ZJrS An* 005 ft By 1170 bs 11701bs I= b 2340 ft 2644 Ix 810 lbs 840 be WA 1144 lbs :404 bs 1320 bs 3548lb3 mks 1260 bs '1880lu 4 Atrim Q 645 Wffx O -C. I U-Cil[pt into IW Altm (Fig NIA WA WA • WA WA WA WA WA NCA WA WA WA NAA WA 1432 ft 2 Andras @ 225' WL 0-0. I F-ClIp (Fig. 3501. 350 9)s 290 Sx - 705 lbs 476 ft WA 25024 WA MR. OU 4401. Oft =5 P. 42D ft 580 lbs 4And+ors ip I -W Khm O•C_ I F Oip F-rg 480 lbs 1 700 lbs WA NIA i WA WA 390 to WA NIA IIIA WA NfA 652 bs 840 bs II= as NOTE: FOR THE OFFSET CUP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: • 0 O O • 0 0 • • o -n o • • • • 0 • Ill., 11 1 11 0 0 0. 0 00 0. 0 o • ••••o FIGURE 5: FIGURE 6: FIGURE 7: ANGLE CUP (FIGURES 586) MUST BE USED IN PAIRS. If -'Z FAIKij1*3 ANCHOR CAPACITY ADJUSTMENT FORMULA: (Dfi ) X ANCHOR CAP.,,,, - _ ANCHOR CAP.,,, MULLION CAP----) USE AP-,.-- USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MLIUJON CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WiLL YiELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FLEW FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHAD_ CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHAH- CONFORM TO ASTM C-90- WOOD SHALL BE PRESSURE TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063 -TS AND BE A MINIMUM OF .125' THiCK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE)- STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL --- i 1.004' I--- S 1' X 4' X -375' MULLION • • • 009.0• • •ee••o Goes 0000 ••Gee• 00 • 0 90.000 • o• • as a>moybe `ht the Ir adu No 1 MBYiam c p1t>d6cx739 ] �11111111ttNIN �' ��.• --- Ir ''i * No -58705 -a 01t 3--�- % S( TE OF F(OR10i'- a j fl, %,,% A. LYNN 1►+ eeiiR,`P.E. FL P.E-# 58705 TABLE 8A TABLE W Anchor Capacity Table Ms) Mullion CapacitTable 27t Concrete 9.5k Cont. � tiosoa+CMU • FNWCMU PTVNood mew Anchor Clip Patfetrts Anctwr 3116- Boo tiitn 114` Elco tJttracon 511V Elco LRlrszan 3111r 3l18' Elco tivarnr+ 7/4' t]co Uliracon SS SM 5118- Elco AgweC3akir Uwacon 114- SS lc0 810 SbW #12 Steel 012 Sled Ao9mGeJor Sear (+CYaj Suety (G5) Sc -w (G5) • Edge Dktanoe (it): r 2112' 1- 2-Irr 3-178- r Opening Whlth (forverScaly%paming m dons) or openfag Height (forhodzoNak sparvft muSons) 2-1dr 21 3-W 2' (L48' 0_SP 0.324* Embednmd I -VC 1-3W 1314' so in r 1-W so In 1-114w 1-1w 7o in i -1f4' r Eo in 7315- so in 2 Anchors ® 4.75- L%rL QC. / SWAaod Csp fig. 1 300 b• 100 In 460 Ibe aso lbs 124 in 270 a 2w lbs win 740 itx 4Wft 160 in 1182 ft 1.25 X 3.188" RecWnOtia Lo•d(n9 sw b• TaVTe-V. LaarS+p R-Uredar Laedhv T-prr -Q. 1-db9 Rectaraj- ioaftw WA Ttap uwa. LoadK 300 bs T-Pnd-10. Rect-4d- L WA 7taplTd_9: L-Kbv Rectw�gLLat LOO&V TraplT wgecZat�tAar LoadkV R Laefta Soft T-w7darp. Lae*tp R•atw*uter Leadia0 Trsplirian0 Later p R Ltjng dx MWTt( M Loadna x 2W Alum Tube MuA 540 lbs '... WA tt 9Wft <' 2364 b3 852 bs $401bs 7120 bs 4 Anctara 445• ibt O_C / U Cilp toio 118' Johan (FiQ 0.506 WA WA WA WA WA WA WA t� WA a tic WA a a a� 1 And"1 F -00p 195 bs g 225 V. 445 b• 822 ms 135 bs 42 in 1709 620 170.01 435 1 1709 744 170.01 478 1 170..0 SSE 170.0 WA MA 992 170.0 519 170.0 1118 170.0 521 17&0 12401170.01 528 ba 521 1704 11486 1 170.0 621' i70.0 1735 170.0 521 1151.6 1 1759 170.0 521 48 in 170.0 708 1709 524 170.0 650 270.0 584 170.0 992 1709 690 170.0 1133 170.0 881 17x0 1275 IMA 677 170.0 1417 1709 eso 154.8 1548 170.0 680 M7 1548 170.0 880 116.1 1548 170.0 060 50925 In 170.0 747 170.0 SM 170.0 866 170-0 631 17D.0 1040 170.0 084 170.0 1195 1 170.0 723 170.0 1345 170.0 747 187.(01 148E 170.0 758 1392 1455 1709 758 199.3 1488 170.0 756 104.4 1468 170.0 758 5410 170.0 797 170.0 612 170.0 BSE 170.0 891 170.01 1116 170-0 754 170.0 1275 t7&0 803 1631 I 1376 170.0 837 144&8 13M 170.0 SM 1223 ISM 170.0 801 104.8 1378 170.0 M 913 1376 170.0 881 60 in 170.0 885 170.0 Wil . 170.0 1063 17MO 797 158.9 1158 170-0 578 139.0 1158 167.4 930 129.5 1158 155.8 919 1112 1158 150.4 912 927 1158 144.8 905 79.4 11W 144.8 905 69.5 1155 144.8 905 63 Jn 170 0 1 93D 170.0 746 180.1 1051 17aO 850 1372 1051 155.9 662 120.1 1051 142-0 848 108&7 1051 132.3 637 WA 1051 1257 830 e0.1 1051 119.5 822 08.8 1051 119.1 821 80.0 9051 119.1 821 �y 66 In 167.1 957 17&0 789 957 151.E SM 119.4 857 134_0 790 1044 857 121-6 777 92.8 957 1129 787 63.8 B57 106.8 759 69.8 957 100.0 750 59.7 957 9e.9 746 I 522 957 909 748 Ca C 72 In 128.7 804 135.2 898 804 115.2 684 91.9 804 101.3 871 894 804 91A 680 71.5 804 84.1 850 84_4 004 78.8 643 53A 804 723 593 48.0 804 69.9 629 402 804 69.8 628 J 76 ki 100.4 722 114A 850 1s"4.4 722 97.2 818 762 722 85.3 800 55.4 722 70.7 6% 60.8 722 70.3 588 64.7 722 6C6 590. 454 722 59.5 570 39.1 722 58.7 58.5 34.2 722 562 564 `E 78 in 101.2 w5 105.8 600 SES 89.8 588 723 885 78.5 577 W3 US ME 668 56.2 SM 64.5 � 6D.6 685 60.1 553 422 585 54.3 543 30.2 685 51.4 537 31.0 655 50.7 536 110 In 65.9 815 88.0 457 . 515 57.5 449 47.1 515 50.1 441 412 515 44.7 434 38.8 516 40.6 428 339 315 37.4 422 27,5 516 331 413 23.5 515 90.5 407 218 615 29.1 404 96 in 54.3 453 55.5 404 462 453 47.1 807 38.8 453 419 391 33.9 463 WA 385 30.2 453 33.0 379 272 459 -114X4 374 228 451 289 356 19.4 453 24.3 380 179 453 22.9 358 108 it 38.1 358 39-0 3Z3 31.8 358 32.8 318 27.2 358 25.4 313 23.8 356 25.2 308 212 358 227 304 19.1 358 20.8 300 159 358 1&0 293 'Ilia 35.1 398 35.8 305 28.3 330 30.1 301 25.1 338 26 1 267 22.0 938 29.2 293 19,5 338 209 289 17.3 33e 191 235 120 in 27.8 290 253 254 23.2 290 23.8 260 199 290 209 268 17.4 268 18.2 253 154 290 16.4 249 144 in 16.1 2Dt 16.3 185 I __ I - I I I I EH° TABLE W mum; t n, true urr,->r_ t c,ur- v5t I rte DAM= ANL41VK YA 1 J rrtty PJW ANL4iLM VAL.t>1✓J A5 I ti(= S IAtYUARD (UY. FIGURE 3: FIGURE 4. FIGURE 5: • O • e F7fY02F 7 - ANGLE . CLIP MUST BE USED IN PAIRS. FIGURE 6: TABLE NOTES: ANCHOR CAPACITY ADJUSTMENT FORARR.A: mp ) X ! ANCHOR CAP.,,,,,,,�,) =ANCHOR CAP.11e, \ MULLION CAP,.,,,,.,.. USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE RECIOIREM11ENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM! ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEET'S 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BEWFT--EN MULL LENGTHS ANDfOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC) 3D1 SPECIFICATIONS. HOLLOW AND GROUT -FILED 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 A25' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1-1.251'--i Anchor Capacity Table Ms) Subsbala 27t Concrete 9.5k Cont. � tiosoa+CMU • FNWCMU PTVNood mew Anchor Clip Patfetrts Anctwr 3116- Boo tiitn 114` Elco tJttracon 511V Elco LRlrszan 3111r 3l18' Elco tivarnr+ 7/4' t]co Uliracon SS SM 5118- Elco AgweC3akir Uwacon 114- SS lc0 810 SbW #12 Steel 012 Sled Ao9mGeJor Sear (+CYaj Suety (G5) Sc -w (G5) • Edge Dktanoe (it): r 2112' 1- 2-Irr 3-178- r 2-12- r 2-1dr 21 3-W 2' (L48' 0_SP 0.324* Embednmd I -VC 1-3W 1314' 'J -.Y4' r 1-W t-iK 1-114w 1-1w 1-114' i -1f4' r I_VW 7315- (sea nota 4) 2 Anchors ® 4.75- L%rL QC. / SWAaod Csp fig. 1 300 b• 390 tb• 460 Ibe aso lbs 1644 be 270 a 2w lbs 354 Ib• 740 itx 4Wft 664 ms 1182 ft 326 lbs 420 The sw b• 4 Anchom a 1.15 WTL QC. / StandoW Clip O:W 4 480 bs 700 b• NIA WA WA WA 300 bs WA WA WA " WA sae be Soft 71201bs 4Ancbma;rMktOP-1(2)2x5Ao&Clipc#-44 780 an 780 lbs am be 1560 R4 1008 be 540 lbs 560 bs WA 760 bs 9Wft Noft 2364 b3 852 bs $401bs 7120 bs 4 Anctara 445• ibt O_C / U Cilp toio 118' Johan (FiQ t4tA WA WA WA WA WA WA WA WA WA tYA WA WA NIA 1432 bs 1 And"1 F -00p 195 bs 395 R. 225 V. 445 b• 822 ms 135 bs 140 V. 777 the 370 bs 234 the 932 bs 591 ffis 783 Ib• 270 Ns 2B0 bs 2 Anchors Q 1.15.160.. QC. / F-C8p 0=�. 2W lbs ,50 be WA WR WA Wh 190 bs NIA WA WA WA RYA 528 ba 4201bs 560 OCs mum; t n, true urr,->r_ t c,ur- v5t I rte DAM= ANL41VK YA 1 J rrtty PJW ANL4iLM VAL.t>1✓J A5 I ti(= S IAtYUARD (UY. FIGURE 3: FIGURE 4. FIGURE 5: • O • e F7fY02F 7 - ANGLE . CLIP MUST BE USED IN PAIRS. FIGURE 6: TABLE NOTES: ANCHOR CAPACITY ADJUSTMENT FORARR.A: mp ) X ! ANCHOR CAP.,,,,,,,�,) =ANCHOR CAP.11e, \ MULLION CAP,.,,,,.,.. USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE RECIOIREM11ENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM! ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEET'S 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BEWFT--EN MULL LENGTHS ANDfOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC) 3D1 SPECIFICATIONS. HOLLOW AND GROUT -FILED 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 A25' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1-1.251'--i • • r � d • • • • ji • % • • • • • • *GO 410 • 00 s . 4. r • • *>< • • ' • CD ci +•i wr• ~ N • •i s• w •♦ (1 • TABLE 9A TABLE 9B Anchor Capacity Table (bs) substcam Mullion Ca Tabic Pwo 3.5k Cont. 1 Osan au Filed CUU PT VVOW Metas Anchor Clip Pattecrtis Anchor 7 3/98 taco tALaccu 114 Elco Me=9/16" 5116' Elco tl8racan BG0 t11trn 1/4' Elco t)Rreeon W r SS Eko U 16' Elco RgOn3GAor tAtracon 1/4" SS Elco Ap�eC�iar #10 Slee! 812 Steell #12 Sleet Scaaur (GQ Scr.w iG* (� Edge Ubterms r 21/r r 24w sera- r 2 trr r 2-ur r 3 -vs- r 446- o.s4- 0" Embedment 1-4' 1-54 4314 1-f4- r Opening Width (for verticak spanrft rrmAom) or Opening Height (for horimrially-sparrdng mons) 1-1/4' 1-1/4' 1-114" 1-1/4• r 1.918' 1�r8' (aee rote 4) 2 Andncs C 4.75' tin. O -r / Stendord QIP (Ftg 1 or2)_ 3W bs 390 bs 450lbs 50 in 1844 bs 2709a w in 35416s 740 bs 70 in 884144 11821bs 80 in 420 bs 560 bs 80 in 740 bs 740 bs 100 in 1485 bs 1424 bs 120 in 580 R4 WA 140 in WA 880 bs 160 in 652 In 2 X 4x25 Reetsnpcl t oadaw r TsWUang. U a.d><n Rect.n dw Trsp✓irisng ! a+dirm ftcmW tc•dacg Qtr TfWTr; v. l o�ny 70.5 bs WA Tn ptTriony. Loacfinp Rect.r�t.r tcedlnp WA TaiprT"-4 . Reat.rpder t 1280 bs 7nv/T4an9. Loer9 Rectangut.r 780 !n itaprid.op Worim 680 bs RmUMtdor Lcacbv 1898 bs TrrP/Lfw%;. t vad" fteubmwar tn.dtng Trapl "m;- t AhwLTube Mullion ^SQA B80 bs i^ 652 ms Y Lp_p 6 Anthea Q 3-1+80.13.4 1 [A 2x5 Anal• Clips Qap 2! 13tl L73 _^ LSC 81-079 f�j�j _Y LQ�jgQ'_ 1404 ba ` ip $ on 2n L 1680 bs L 5^ J� ¢� WA WA WA 170.0 521 170.0 19B3 170-01 521 WA 42 it 9170-0 '820 1700 :: >7ti.G 144 1700 418 I M01 880 170.0 508 170.0 992 170.0 519 1171XO 1 1116 170-01 521 170.01 1240 1170.0 5228 1170.01 1488 170.0 521 170.0 17351 WA 481n 170-0 708 170.0 624 Me 850 170.0 584 170.0 99'1 1MO 830 170.0 1133 170-0 881 170.0 1275 170.0 677 1700 1417 170.0 680 170.0 1700 170.0 680 170.0 9983 170.0 SM 170.0 2287 9700 880 WA 50 -US Im 120.0 747 170-0 563 170.0 ON 1700 031 170.0 1018 170.0 884 170.0 1195 170.0 723 170.0 1345 170.0 747 1700 1494 170.0 756 170.0 1793 170. 756 170.0 2092 170.0 758 170.0 2398 170.0 758 54 in 170.0 797 170-0 812 1740 956 170.0 691 1700 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 770.0 1504 170-0 856 1 1700 1813 170-0 861 170- 2231 170.0 WI MA 26M 1700 161 80 in 170.0 985 170-0 1 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 1700 944 170.0 1584 170.0 998 170.0 1771 170-0 1033 170.0 2125 170.0 1063 170.0 2478 170.0 1083 16" 2680 1 170.0 1063 63 h 170.0 836 170. 745 170.0 1116 170.0 850 170.0 1302 1700 940 1700 UN 1740 1015 1700 1573 170.0 1075 170.0 1859 170-0 1122 170.0 2231 1M.0 11% 166.7 2553 170,0 1171 1459 25M Im.0 1171 �y 80 in 1740 974 1700 780 170.0 1100 170.0 903 1700 1364 170.0 10M 170.0 ISM 170.0 10M 1700 1753 170.0 1155 17MO 1948 170.0 1210 170.0 2338 170.0 1275 151.9 2437 170.0 1 12M 732.9 2437 170.0 1288 tp •C 72 to 1700 WW 17 0-0 878 1740 1276 170.0 1009 170.0 1488 1700 11W 170.0 1700 T70.0 1228 1700 1913 170-0 1315 170.0 2826 170- 1387 146.8 2184 170-0 1488 124.8 2184 170.0 1529 1092 2184 1700 1530 J 78 i1 170.0 1122 170.0 937 1740 1346 1740 1080 970.0 1570 170.0 1209 170.0 1794 170. 1322 1651 19W 170.0 1421 148.8 1960 170-0 1505 123.8 1980 161.8 1548 106.1 1960 154. 1555 92.9 ISM 152.7 1531 78 in 170.0 1151 170.0 967 170.0 1381 170.0 1116 170.0 1611 170.0 12501170-0 1842 170.0 13M 1527 1861 170.0 1474 IWA 1881 183.1 IWO 114. 1861 147.3 1473 982 1881 139-8 1459 05.9 1861 137-0 1454 90 in 120-0 =5 17" 1144 149.1 1396 156.0 1219 127.8 1388 138.0 1196 111.8 1398 121.3 1179 904 1398 1102 1162 89.5 1998 101A 1147 743 1306 69.8 1122 M9 1398 82.7 1105 65.9 1398 789 1098 9610 W4 1229 151.5 9088 122.9 1229 127.8 1079 105.3 1229 1112 1061 SZ;.1229 98.9 1044 819 1229 89.6 1029 73,.7 1229 82.4 IWO 61.4 1229 72.2 993 627 1229 65.9 977 46.1 1229 82.7 967 108 is 10&6 871 105-a 877 e&3 921 8" 862 740 871 772 849 %'4 .7 971 6&4 837 57 5 971 61 8 825 51.8 971 563 815 43.1 971 49.0 798 37.0 971 44 0 282 32.4 WI 40.8 771 11111-0 95.4 919 97-0 SM 79.5 919 81.9 819 601 919 749 808 59.8 919 829 794 53.0 919 58.7 784 47.7 919 51.8 774 39.7 919 44.8 756 94_1 919 402 742 29.8 919 37.1 732 120h 765 7990S 768 718 E29 TW 643 705 WS 788 55.8 805 47.2 786 49.4 686 419 786 440 672 37.7 786 40.5 088 31.5 7% 54.9 653 270 788 31.0 041 236 786 28.4 631 144 in 43.7 54B 44-2 504 3(L4 546 37.0 496 31.2 548 31.9 491 27.3 546 28.2 485 243 548 25-9 479 21-8 548 22 9 474 182 548 155 464 15 6 548 572 4� 13 7 646 15.5 440 TABLE 9B 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 TAKE) 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. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: • 1E* • o o • • o o • • oo • TABLE NOTES: 0 0 0 0 0 0 0 0 0 • 0 0 • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SI -ET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR 0 0 0 0 0 • 0- 0 • • o o • GENERAL INSTALLATION METHODS. FIGURE 5: FIGURE 6: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS. SEE SHEETS 18-20. ALL MULLION CUPS MAY • • • • BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FE:LD FOLLOWING DIMENSIONS SHOWN ON • • SHEETS 18-20. FIGURE 7: FIGURE 8: FIGURE 9: FIGURE 10: ANGLE CUP 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -Fu I CONCRETE BLOCK UNIT o • • • [*E*EE (FIGURES 5&6) (CMU) SHALL CONFORM TO ASTM G-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. .. MUST BE USED ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.12.5"THICK. STEEL STUDS TO BEA MINIMUM GRADE 33AND.045" THICK (18 NV PAIRS. 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 _ pplec REVISED u wish the Fiotitt No a- ,�XIIIIJIY i ,`��. y�s✓ENSE i� No. 58705 O �.;�P •.. STA .: i�i(\ FLORi04: �� //SS'lQf�lAL A LYNHMILL P.E. FL P.E.# 58705 Anchor Capacity Table (bs) substcam 27k Coouete 3.5k Cont. 1 Osan au Filed CUU PT VVOW Metas Anchor Clip Pattecrtis Anchor 7 3/98 taco tALaccu 114 Elco Me=9/16" 5116' Elco tl8racan BG0 t11trn 1/4' Elco t)Rreeon W r SS Eko U 16' Elco RgOn3GAor tAtracon 1/4" SS Elco Ap�eC�iar #10 Slee! 812 Steell #12 Sleet Scaaur (GQ Scr.w iG* (� Edge Ubterms r 21/r r 24w sera- r 2 trr r 2-ur r 3 -vs- r 446- o.s4- 0" Embedment 1-4' 1-54 4314 1-f4- r 1-1N"1-114" 1-1/4' 1-1/4' 1-114" 1-1/4• r 1.918' 1�r8' (aee rote 4) 2 Andncs C 4.75' tin. O -r / Stendord QIP (Ftg 1 or2)_ 3W bs 390 bs 450lbs 890 bs 1844 bs 2709a 210 bs 35416s 740 bs 488 bs 884144 11821bs 328 tbs 420 bs 560 bs 4 Andlas;$ 2:88" Asia O.C. I Stsdesd CIp 1l0 740 bs 740 bs 830 bs 1485 bs 1424 bs WA 580 R4 WA 605 bs WA 880 bs WA 652 In W RO 1120 DA 6 A Khm Q 1.71' Km O.C. / SWderd COp OU 4 885 bs 050 758 nx 1908 bs WA WA 70.5 bs WA 799 bs WA WA WA 976 Ms 1280 bs 1680 6s 4 Androm Q 3' LOL 0-Q / 0) acs Argt• CBps (Fig. Sy 780 !n 760 680 bs 1580 bs 1898 bs 540 W SWWO bs WA 780 b3 am bs B80 bs 2364 bs 652 ms 840 bs 1110 bs 6 Anthea Q 3-1+80.13.4 1 [A 2x5 Anal• Clips Qap 1170 bs 1170 bs 1020 bs 2340 bs 2844 b. 81-079 840 bs WA 1140 an 1404 ba 13.20 Its 3546 bs on 2n 12M 65 1680 bs 3 Anchors Q 1.32 t fcx O.C. / U{ap. kto 118" AM¢a (Fig WA WA WA WA WA WA WA WA WA WA WA DNA WA WA 1 IC074 6 Arrhars Q 084 Mm O.C. / UiCRA k o 1/8" Asim IFi9 WA WA WA WA WA WA Rm. FGA WA WA WA WA WA WA b. 2 Anctm a 2.58" A&x O.C. / F -C p (Fig 570Ino 370 bs 315 b. 743 bs 712 bs WA 280 bs WA 348 bs WA 440Ibs WA 328 bs 420 bs 5W ars 3 Anchm a 1.71- UkL O C. / f-ap (Fig. 1 3909a 1 390 An 1 340 bs 7a0 b s 48 98bs 270 to 280 bs WA 1 380 In 468 An 440 2* 1 11621. 1 326 be 420 ba 580 bs 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 TAKE) 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. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: • 1E* • o o • • o o • • oo • TABLE NOTES: 0 0 0 0 0 0 0 0 0 • 0 0 • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SI -ET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR 0 0 0 0 0 • 0- 0 • • o o • GENERAL INSTALLATION METHODS. FIGURE 5: FIGURE 6: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS. SEE SHEETS 18-20. ALL MULLION CUPS MAY • • • • BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FE:LD FOLLOWING DIMENSIONS SHOWN ON • • SHEETS 18-20. FIGURE 7: FIGURE 8: FIGURE 9: FIGURE 10: ANGLE CUP 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -Fu I CONCRETE BLOCK UNIT o • • • [*E*EE (FIGURES 5&6) (CMU) SHALL CONFORM TO ASTM G-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. .. MUST BE USED ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.12.5"THICK. STEEL STUDS TO BEA MINIMUM GRADE 33AND.045" THICK (18 NV PAIRS. 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 _ pplec REVISED u wish the Fiotitt No a- ,�XIIIIJIY i ,`��. y�s✓ENSE i� No. 58705 O �.;�P •.. STA .: i�i(\ FLORi04: �� //SS'lQf�lAL A LYNHMILL P.E. FL P.E.# 58705 TABLE 1OA -TABLE 106 qm Anchor Capacity Table Qbs) • .•.• .. . Sibctratw Mullion Capedly Table - 35k Cont. •••• "thew CMU Z Fixed CMU PT Wood Metd Anchor Clip PatEems And/or TY 3t7¢' Elco Utt�acos 114' Elco //bacon 5MW Elco Uitracm 3116' Hco Mama t14' Eco Uttracoo Vr SS Elco 6118' Hca lin 174' SS Hoo Ag W&C-0 r #10 Stool 112 Steil 812 Sted Soto ((35) S- (G5) S --(G5) Edge D15U- Cin r 2-lTZ r 2-1/T 3-116 r Opening Wldih (for valcaly-sparring mfions) or Opening Height (for r 2-117 naforls) 3-118" r GAA 0.50.' 0.324"' Embadmad f 1 -VC 1-3W swWC 1-3W 2" 50 in 1 -vv 1-wr 60 in I-Iw 1-114' 70 in i-aw 10.65' 80 In 2 Anchds Q 4.75 Om O.C. / Stwldard CSp (fib. 1 ar2X 300 lbs 90 In 490 bs a m bs 100 in 270 bt 280 bs 120 to 740 In 468 ba 140111 1182 ba 3261811 160 in 560 bs 2 x i3 x .25 Rector oAw Trapr'rriang. Reaw*dar 3064 nu I Trapffdang. L Lcadrlg 706 bs T-VTd -u Looft P-W*uW Loadma 1104 036 Tiaprrs} wo L03*v Recta%der Lo my Tr8WT&w4 102119 R fpt>ta► Load;ng 1180 The Tamed rrFarp LoOng 26M lbs Tiaprrrlang. RectaraDeOsr I 7rap+rdarlg Loafing RederOWes Loading WA Tr•yJTdmia Loading Af� [i :..:..,..<a. q�q� U c y��} V �_ 1q6� 8 V G yp. �I yy0- U .maa... ii 21pp � 143 G O K q�q�p V 1_ � V G G q�q v C� ..:....�. _ yO j 1 � 3 '8 :,.� w�� a '0-G L cp V � .� 8� �j 4 O a c� _ �. q r3 C� I� q0. V }G� G }gyp G 8 C� ^ � a G <' 1q V �� 1G� C <rc � �p V �� q V c I <.o�c. q O ._ q :mac F eq 8 <z Oq $ 3 [ �o F q 43 G 0.p.. a $� ry Oy � 8 13 �a <e _ Vic¢ t q 13 8 �p 13 p <ct q C3 moa �p U QG . `y 2240 bs 42 in 17XO GM 170-0 435 170.0 744 170.0 478 170.0 888 1170.01 WA 170.0 882 170.0 519 170.0 1116 17MO 1 521 171X0 1240 170.0 521 170.0 1488 170.0 WI 170.0 1735 17MO =1 Imo 1965 170.0 521 WA 48 in 170.0 708 170.0 524 170.0 85O 170.0 564 170.0 992 1740 830 17-0.033 0 1133170-0 16W lbs 861 170-0 1275 170-0 677 170.0 1417 '170:0 6W 1740 1700 170.0 860 170.0 .19M 170.0 680 170-0 2267 17-0 0 68 0 NIA 54625In 170.0 747 170-0 563 170.0 806 17'&0 531 170-0 1046 170.0 664 170.0 1195 170.0 723 170. 1345 170M 747 170.0 1464 170.0 750 170.0 7793 fN LO 756 1740 2092 170.0 756 170.0 2391 170.0 758 54 in 170.0 797 174.0 812 111" 958 170.0 891 MO 1118 170.0 754 1740 1275 170.0 803 17011 1434 170.0 837 170.0 1594 170.0 658 1740 1913 170.0 861 170.0 2231 170.0 MI 170A 25M 17X0 881 80 In 170.0 885 170.0701 174 0 1063 170-0 797 170.0 1240 10 70. 878 170.0 1417 170.0 944 170-0 1584 170.0 996 170.0 1771 170.0 1033 1740 2125 170 .0 10 63 170.0 2479 170.0 1063 1700 2833 170.0 10 83 6310 170-0 930 170.0 745 IMO 1118 170.0M 170. 13M 170.0W 170.0 1488 17MO VIS 170-0 1873 170.0 1078 170.0 1859 170.0 1122 170.0 2231 170.0 11W 4740 2803 170.0 1171 170.0 2975 17X0 1171 : 68 In 17X0 974 1740 789 170.0 1189 170. 903 170.0 1 1364 170.0 1002 770.0 1558 17XO 1088 170.0 1763 170.0 1155 170.0 1948 17X0 1210 170.0 2338 170-0 1 1275 imo 2727 170.0 1253 170.0 3117 17X0 1286 C 72 in 170.0 1083 170.0 878 17DLO 1275 170.0 1009 1740 1488 170.0 1123 170.0 1700 170.0 1225 170.0 1913 170-0 13'15 170.0 2125 170..0 1387 170.0 2550 170.0 1408 17X0 I 2975 170.0 1529 170.0 34W 170.0 IWC 3 >_ - 78 ki 170-0 1122 170.0 937 17&0 1398 170.0 IM 7780 15M 170.0 1208 170.0 1784 17X0 1372 170-0 2019 17X0 1421 17{LO 2243 17010 1505 170.0 2692 170A 16n 170.0 3140 17X0 %W4 710.0 3589 170.0 1705 7 78 In 170:0 1151 170.0 907 T740 1381 170.0 1116 170.0 1611 170-0 1250 i70.0 1842 170.0 ISM 170-02072 170.0 1474 170.0 2302 17X0 1564 170.0 2783 iTo 0 1700 170-0 9273 170.0 1777 1740 9683 170.0 1796 90 in 17MO 1328 170-0 1144 170.0 1944 170A 1328 170.0 18% 170.0 1498 MO 2123 1740 1858 17X0 2391 17X0 1793 170.0 28% 17X0 1918 17X0 3186 170.0 2125 15&0 3413 170. 2713 138.5 3413 770.0 2381 961n 170 0 1417 170.0 1732 77X0 17W 17-00 1434 170.0 1903 17X0 1622 170.0 2267 170.0 1794 170.0 2550 170.0 1852 1140 2833 TMO 2095 MO 3199 1740 2336 137.1 31% 168.8 2470 120.0 3190 I '196.1 2428 108 in 170.0 1584 17MO 1409 170-0 1913 1740 1647 170.0 2731 170.0 1870 17MO 25W 170.0 2018 1616 2701 170.0 2211 148.3 27M 181.9 2333 123.8 2781 140.4 2281 105.9 2781 129 2234 927 2781 118.0 2190 111 b 170.0 1638 170-0 1451170.0 19% 1740 7700 170 0 2283 170D 1932 17X0 2621 170.0 2149 151.8 2632 1823 2245 13&6 2632 148.4 2216 113.8 2632 128.4 21W 97.6 2632 115.1 21M 854 2632 106.3 2086 !?Din 170.0 1771 170.0 770.0 2125 170.0 1850 154.4 2252 159.9 1991 1351 2252 141.4 1964 1201 2252 1272 1998 1(>&i 2251 11&1 1913 901 2252 99.8 1872 772 2252 889 1838 878 1152 81.4 18� 144 711 125.1 1544 125 8 �:j l04� 1584 10&1 1425 88.4 1584 91.5 1407 78 2 1964 807 1980 89 5 1564 723 1373 626 11554 6S7 1358 52.1 1564 58.0 1330 44.7 1564 492 1305 39.1 1584 44,4 1283 -TABLE 106 FIGURE 1: FIGURE Z FIGURE 3: FIGURE 4: FIGURE 8: FiGURE 9. FIGURE 1Ct FIGURE 11: • 00 O • 00 • • 0 0 • 1.. • o• •• Ifl mo 0 cc O O a a O O o 0 0 • • 0 •• D *a O 0 Do 0 O o o 0 • o• •• O o 0 • O 0 c O • 0 0 • • 0 •• FIGURE 5: FIGURE 6• FIGURE 7. ANGLE • • • • • • • • CLip (FIGURES • • • • a • • • 5-7) MUST BE • . . • . • • . USED IN PARRS_ TABLE NOTES: AstUttUIt wwAw 1 T AilJ07J 1611=111 r rcmmuLd-1: '- } X r AtJCiOFi CRP.,.,,, _ ANCHOR MULLION CAP.,,,,,. � USE THiS FORMULA TO OBTAIN THE 'ANCHOR CAPACTIY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQULREWENT 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 ANC34OR CAPACITY TABLE 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FRIED 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 -TS AND BE A MINIMUM OF .125 THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045- THICK (i8 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THiCK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS 13EYOND THE MATERIAL 1---2-000'---1 7X6"X25' IAULLIQN • qm Anchor Capacity Table Qbs) • .•.• .. . Sibctratw 27k Carrcnets - 35k Cont. •••• "thew CMU Z Fixed CMU PT Wood Metd Anchor Clip PatEems And/or TY 3t7¢' Elco Utt�acos 114' Elco //bacon 5MW Elco Uitracm 3116' Hco Mama t14' Eco Uttracoo Vr SS Elco 6118' Hca lin 174' SS Hoo Ag W&C-0 r #10 Stool 112 Steil 812 Sted Soto ((35) S- (G5) S --(G5) Edge D15U- Cin r 2-lTZ r 2-1/T 3-116 r 2-lM r 2-117 r 3-118" r GAA 0.50.' 0.324"' Embadmad f 1 -VC 1-3W swWC 1-3W 2" /-114' 1 -vv 1-wr 1-174' I-Iw 1-114' r i-aw 10.65' aee now 4) 2 Anchds Q 4.75 Om O.C. / Stwldard CSp (fib. 1 ar2X 300 lbs 390 b• 490 bs a m bs 1844 bs 1 270 bt 280 bs 354 lit 740 In 468 ba 664 be 1182 ba 3261811 420 Pot 560 bs 4 Ar d a 4.68' ion. O.C. / Stsndard CUp 0:4 4 780 bs 780 bs 900 b3 17W bs 3064 nu 5Q0 The 580 bs 706 bs 1480 be 938 Ib• 1104 036 2364 b• 652 b6 840 ib• 1120 bs 8 AnUgls Q 7.77 Mb. O.C. / Standard Clip (Flg. 4): 1180 The 1400 ba 1010 b3 26M lbs WA WA 940 tot WA 1086 an WA WA WA 1304 The 1860 b6 2240 b• 4 Ar dwm 07 Mire_ O.C. 10 2xS Angle C" (Fig. 4 780 lbs 780 bs 680156 15W lbs 1898 bs 540 bs 5W bs NIA 760 bs 938" 880 ba 2364 ixc 662 ms soft 112D1bs 8 Arrchols Q 3- Mia O.C.10 2nd Angle Clips f:4 aX 1560 8x 1560 b6 1360 lbt 310 0» 3792 bs 1080 In 1120 b• WA 1520 Cis ?872 The 1760 bs 4728 RM 1304 bm 1880 Ws 2240 bs 12 Andwm Q 115 A*L O C:.1 Rl 2x5 Angie Cups 1:. 7x 1680 bs 2100 bs 1440 On 37601'6 PUA WA 1320 be WA 1500 lb• WA NIA WA 1958145 2520 bs 33W bs 4 Arwhm Q 1.34• Mh. 0..C. / U -COR hrto luir Ahml. (Fig WA WA NA PYA NIA WA WA NtA NLA WA WA WA WA WA 1432 bs 8 Anchors Q 0.60 Min. QC. J U -C1 Ido lM- Ahim VlgD 9k WA WA NIA PYA WA WA WA WA i31A WA WA tt/A N!A MA 2634 ft 2 Anchor Q 4 0,13' bAx O.C. / F-C:gp (FIgL !Ox 3901. 390 1.460 V. 8N Ib. 16W lbs 270 bs 280 Ibs 364 bs 740 tis ♦W be 552 The 1182 In 328 bs 420 She 660 La 4 Anchm ®1.71' Mim O.C. / F-C11p {Fig. " 990 bs 700 Lbs 505 lbs 1296 U WA WA 4701bs NIA 533 Cis WA NIA WR 652166 840155 112-0155 FIGURE 1: FIGURE Z FIGURE 3: FIGURE 4: FIGURE 8: FiGURE 9. FIGURE 1Ct FIGURE 11: • 00 O • 00 • • 0 0 • 1.. • o• •• Ifl mo 0 cc O O a a O O o 0 0 • • 0 •• D *a O 0 Do 0 O o o 0 • o• •• O o 0 • O 0 c O • 0 0 • • 0 •• FIGURE 5: FIGURE 6• FIGURE 7. ANGLE • • • • • • • • CLip (FIGURES • • • • a • • • 5-7) MUST BE • . . • . • • . USED IN PARRS_ TABLE NOTES: AstUttUIt wwAw 1 T AilJ07J 1611=111 r rcmmuLd-1: '- } X r AtJCiOFi CRP.,.,,, _ ANCHOR MULLION CAP.,,,,,. � USE THiS FORMULA TO OBTAIN THE 'ANCHOR CAPACTIY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQULREWENT 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 ANC34OR CAPACITY TABLE 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FRIED 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 -TS AND BE A MINIMUM OF .125 THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045- THICK (i8 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THiCK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS 13EYOND THE MATERIAL 1---2-000'---1 7X6"X25' IAULLIQN • qm • .•.• .. . • • - •••• Z •• a •i b • :••:•; W x • ]C �••••� Q ZCA•• zN • as 0mvIpn8 with the FIOrEd/R�) "ding code ieya e1CG No � lX MCI Fly Mtam1 edC PlodacttOo ! Oly� ....... �xCENSF. * No.58705 -� w lcot 141:z- 0 �T� .._FLORVD ��''•;�SIONAL A. LYNN MILC&, P.E. FL P.E-f 58705 TABLE 11A i TAPI F 11R CJ3 • Anchor Capacity Table (be) m • •_ • � _ 00000 Oct 2-7k Concrete 3,% Cow- •• • hollowC>;mu r Mullion Capacity Table Matat Anchor Clip Patberm Anchor 7i p• 3178' Elco Ubcown V4' Eko uftawo 5118' Elco deacon 3116• Boo Unfacon 'U4' B00 Uttaco2 1L•^ SS Boa 5118' Ebo AW*Gsd- Men- 114' SS Elco AwnGator #10 Sliest 812 Steel #12 Steel S- M S- (CM S --PO Edge Dlsi>rtte r 2-U7 r 2-i 3-1/8 r 2-1rz r 2-1? r 3-118' r 0.48' 0.54' 0.324' EmbedmeM ft 1-&4- 1-3w 1 -1-w 13!4• r 1-147 1 14th Opening Width (fortaaer icakspamft rniAons) or Opening Height (tor horimrtally-sparing mullions) 1-14' 1-14' r 1 18" 1-3ar (dee Tante 4 Andorra a T Mia. O.C. ! W 2x5 Angle C2tps Ozfg. i 780 bs 780 bs 680 lbs 155D to 1896 ba 540 bs 1 560 lbs I WA 780 bs 936 Ib• 880 lbs 2384 bs 501n 1432 lbs Z w in 7012 8o In In 100 in 120 in 140 in 160 in 1.26" X 2.11" Racturoft Loaaadrg TjWTdiwQr Loading Reclangadar L -Am TraDridong- Loading Rear >mffam iaqoTd•aW- LtwdnO Loading TrwToang. Loading T-#Tftrg Lowing R•ciargttu Leading TrWTdang. !--Eng Red"tiar Loading Tmp✓Tdang. Loading Redcar trading Trwwamg- Loading Reaungwar Loedkag Ti8wwanq. ,adding X .T25" Akt Tube Mull G i{ aSST G G +� G �� G -C cc yy m G Ij gr GG •E g G It 2 G E G Q•�G t3 �g k G r� .� G aC.IG G K .� $ G •� G z G Cid '.E G O K 3:G I S' 2r C 3� f3 t3 s g alp.. 42 in 144.2 528 167.0 428 120.2 SM 148.9 419 103.0 528 138.91256 90.1 526 134.6 411 110.1 526 134.1 all 721 =5 134.1 411 6.1 628 134.1 411 51.5 528 134.1 411 45.1 S25 134.1 411 48 in 96.8 403 108.0 333 80.5 403 94.7 326 89.0 403 86.4 410.4 403 81A 317 537 403 79.1 315 48.3 403 783 314 40.3 403 78.6 314 34.5 403 18.8 314 30.2 403 78.6 314 6!,825 in 823 362 91-0 301 88.6 362 793 294 56.8 38'1 71.9 513 362 67.2 286 45.7 362 84.6 264 412 352 63.8 283 343 362 83.5 283 29.4 362 62S 283 25.7 962 413S 2S3 641m 87-4 318 74.1 267 56.5 318 $4.2 261 48 5 318 577 42{ 318 53.5 253 57.7 318 50.8 250 33.S 31E 4GLS 249 28 318 49.1 248 2A2 318 49.1 248 2i 2 318 491 248 Cm Ca BO in 49.5 258 S3.! 219 412 258 45.7 214 35.3 40.7 30.9 258 372 207 27S 258 34.9 204 24.7 256 33.4 .203 20.8 256 322 201 17.7 256. 322 201. 15.6 268 .322 201 J- 631n 427 234 45.8 200 35A 234 39.1 195 30,5 234 34.7 287 234 31.6 189 23.7 234 29.4 186 21A 234 280 134 17.8 234 26.6 183 153 234 26.3 183 19.4 234 25.5 183 66 in 372 213 39.4 183 31.0 213 33.7 179 28.5 213 29.a 29.2 213 27.0 173 20.8 213 25.1 170 18.8 213 237 100 15.5 213 22.2 167 13.5 2!3 22-0 1418 11.8 213 220 US 72 in 28.6 179 30.1 155 23.9 179 25.8 152 20.4 i79 22.6 149 17.9 178 20.3 147 15.9 179 18.7 145 76 In 203 181 26.4 140 20.3 161 21.6 137 17.4 161 19.0 135 152 101 17.0 133 441 7812 225 152 11 Mi 139 1&Z 152 19 9 131 lei 152 1 17.5 t2E i TAPI F 11R ►��ii•l:ilily_�:f�L•i[Y/-1�1�['•t=t■lai�r'� Lsit:F TABLE NOTES' 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS -2-4 FOR GENERAL INSTALLATION METHODS. FIGURE 1: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18 -2() - ANGLE CLIP MUST BE USED IN PAIRS. 4) SL03STRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-00. WOOD SHALL BE PRESSURE TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINMW 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 I ANCHOR CAP..,�„�. _ {�•�) X WULLION CAP.,,,v,,. ) ANCHOR CAP.,, USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING. WHEN IT IS LOWER THAN THE MULIJON CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YEW A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUAL' ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE- TABLE ABLE • • • •••••• CJ3 • Anchor Capacity Table (be) m • •_ • � _ 00000 Oct 2-7k Concrete 3,% Cow- •• • hollowC>;mu r F@adCMU FTWood Matat Anchor Clip Patberm Anchor 7i p• 3178' Elco Ubcown V4' Eko uftawo 5118' Elco deacon 3116• Boo Unfacon 'U4' B00 Uttaco2 1L•^ SS Boa 5118' Ebo AW*Gsd- Men- 114' SS Elco AwnGator #10 Sliest 812 Steel #12 Steel S- M S- (CM S --PO Edge Dlsi>rtte r 2-U7 r 2-i 3-1/8 r 2-1rz r 2-1? r 3-118' r 0.48' 0.54' 0.324' EmbedmeM ft 1-&4- 1-3w 1 -1-w 13!4• r 1-147 1 14th 1-114• 1414' 1-14' 1-14' r 1 18" 1-3ar (dee Tante 4 Andorra a T Mia. O.C. ! W 2x5 Angle C2tps Ozfg. i 780 bs 780 bs 680 lbs 155D to 1896 ba 540 bs 1 560 lbs I WA 780 bs 936 Ib• 880 lbs 2384 bs 652 lbs 840 bra 1432 lbs ►��ii•l:ilily_�:f�L•i[Y/-1�1�['•t=t■lai�r'� Lsit:F TABLE NOTES' 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS -2-4 FOR GENERAL INSTALLATION METHODS. FIGURE 1: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18 -2() - ANGLE CLIP MUST BE USED IN PAIRS. 4) SL03STRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-00. WOOD SHALL BE PRESSURE TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINMW 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 I ANCHOR CAP..,�„�. _ {�•�) X WULLION CAP.,,,v,,. ) ANCHOR CAP.,, USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING. WHEN IT IS LOWER THAN THE MULIJON CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YEW A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUAL' ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE- TABLE ABLE • • • •••••• CJ3 • m • •_ • � _ 00000 Oct •• • • r Q ••:a•• i- •• .. • • • • ••• •• • Q •i Z •n••• REVIISM " guying with ft Floud9 r �rccptamCoft N='. > BY Miami .Mull.... Nx .... , Mit �'�`Z` . �,\NSF •' �� _ * No.587O5 =-� u 3 �� O STA OF ` ONA\- •� A. LYNN W0111, P.E. FL P.E.# 58705 TARI F 170 - Anchor Capacity Table (lbs) liMuMon Capacity Table (tbW76 2.7k Concrete 3.5k Cont. IioOow CMU Fwd Cleli PTWood Lletar Andes Clip Patterns Arora 3/18' Elco Macon 114• Elco UBraOon 5)19 Eco U111mcon 3148• Elco lDlr�an 1l4• taco tAtaecon 114' SS Elco 5116• Boo AWmGaior Utracon lir SS Elco #10 Steel #12 Sled SCFSIW M Screw #12 Steel screwP5) Edge Obte ce r 2.117 r 2 -VT 3-lAr 1" 2 U2• 1- 2-11A_ T 3-lAr r a48' 0.64- 0.324• En*eOmani 00 1314' 1.310 Opening WkIth (for verticah spanning n Ions) or Opening Height (ter sP8min91n1illoro) 7 t-114" I_lw 1-114" 1-1w 1-vr 1-1w 2• 1.378' I -W (eee note 4) 2 Anchors 0 5• Ulm O.C. 1(2) 295 An* Clips ft. IM 380 Sss 50 In 450 lbs 890 me 8o in 270 In 280 On 354 ft 70 6r 468 ft 7201. 80 in 328 un 420 Ibs 90 in 4 Andmrs 0 35* On. O.C.1(2) 2x5 Arde Cblm 0111 780 bs 100 In 79D lbs 1670 P. 120 in 6400. 580 ft WA 140 in 936 lbs SW 0. 180 in 6521. 3,2V 30 R.awW dnr uxana T.#Trlerg L -&V Recung Low ler T.WV n9. Rectenouier L-mv 22549m TWT4-2. Ludng Refer Loading 1069 be Tmp/7drg. g LOG&V MMA Tnpid-U LQe&ra R-bmVd8f Loedn11 1680 ft TIWT"*U Loedna Rem � UWTrfeng. Red rV170,DSZI: Rectangular tosam T�T.� LoeanD DEG. AL l3AYT�ULL f_8 3� '� GGQ S 38 8 S8 _ 1r c� _rt315 CK :FGcc g `1'C K s. S'K•�GQK `_1.8 QCj� 33�SC' .'F G QQ- G- QR• .-E.. QQ' G Qom' 421n 170.0 820 170.0 435 170.0 744 170.0 478: 170.0 SW 1700 '.SOB 170.0 992 170.0 619 1740 1116 170A 521 170.0 1240 IMO 521 170.0 1488 IMO 621 170.0 1735 149.1 1740 170.0 521 48 In 170.0 708 1740 520 170.0 850 170.0 584 1700 992 170.0 630 170.0 1133 170.0 861 170.0 1275 1740 677 170.0 1417 170.0 680 152.2 1522 170.0 080 1 130.5 ISM 1720 0% 1142 15M 170.0 580 SOM5In 170.0 747 1720 583 170.0 898 1720 631 170.0 1048 270.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 164.2 1443 170.0 758 138.9 1443 170.0 758 1173 1448 170.0 756 102.6 1443 170-0 756 64 in 17CO 797 170.0 612 170.0 SW 1720 691 1740 1116 1720 754 170.0 1275 170.0 803 1624 13M 170.0 037 1443 1353 170. 850 12D.3 1353 1740 WI 103.1 1353 170.0 891 902 1353 170.0 861 Win 170.0 M 1720 701 1700 1083 I 1720 797 167-0 1218 TMO .878 140..1 1218 170.0 944 126.9 1218 IMS 996 116.9 1218 1621 824 97.4 1218 146.1 913 83.5 1218 146.1 913 79,1 1218 146.1 913 Win 10 7. 930 1740 745 170.0 1118 IMO 850 150..2 115D 188.8 933 131A 1150 1630 914 116.8 1150 141.9 898 IMI IIW 1342 885 87.6 1150 126.7 871 75.1 1150 128.2 870 M7 1150 1252 870 66 in 170.0 974 1700 789 1524 1048 165.8 681 130.8 1048 148.8 884 11 .3 1048 163.1 850 101.8 1048 123.4 839 81.4 1048 116.8 830 76.2 1018 109.4 MN 65.3 1048 1082 818 57.1 1048 106 2 818 L m 72 in 140.6 880 147.9 784 117.4 SW 128:0 748 100 .8 88 0 ti0.8 734 88.0 am 100.0 722 78.2 880 920 7-12 700 60 8 SB2 703 5&7 880 79.2 699 543 8811 78.5 889 44.0 WO 7„1&4 688 J 78 h 119.7 790 125.1 690 99_8 790 106.4 878 85.5 790 93.3 863 74.8 790 83.9 652 MS 790 78.9 843 59.9 790 71.7 635 49.9 790 85.1 824 428 790 BZ 7 619 37.4 790 61.5 817 3 78 in 1148 750 115.5 857 92.3 750 98.1 644 79.1 75D 85.9 83'1 %2 750 77.1 1Wl 61,5 7W 70.6 812 55.4 750 65.7 am 482 790 59.4 594 39.6 750 58.2 586 39.6 750 5S6 588 90 In 721 583 74A 500 841 563 829 491 515 563 S49 83 4 45.1 583 48.9 475 40.1 W3 44.4 468 38.1 663 449 482 30-0 563 38.2 452 25.8 583 33.3 445 226 583 31.8 442 96 in 59:.4 495 61.1 443 49.5 495 515 435 42.4 495 449 427 37.1 495 399 421 33.0 495 36.1 415 29.7 485 332 409 24.6 495 29.1 400 212 495 28.6 384 18.8 495 25.0 390 100 in 41.7 391 .428 353 348 391 35.9 348 29.8 391 31.1 ' 342 1 261 391 279 337 29.2 391 24.9 333 20.9 391 228 328 17.4. 391 10.7 921 14.9 391 17-8 315 1111n 38.4 370 392 335 920 370 310 330 27.5 370 28.6 325 24.0 3" 25.3 320 21.4 370 228 318 192 37D 20.9 312 16.0-370 18.1 305 120 in M4 317 30.9 289 25.3 317 200 284 213 317 1 226 260 19.0 317 19.8 276 18.9 317 17.9 273 144 in 17.6 2213 17.8 203 •r1+or �.no ■!1LlLL ILV Anchor Capacity Table (lbs) 2.7k Concrete 3.5k Cont. IioOow CMU Fwd Cleli PTWood Lletar Andes Clip Patterns Arora 3/18' Elco Macon 114• Elco UBraOon 5)19 Eco U111mcon 3148• Elco lDlr�an 1l4• taco tAtaecon 114' SS Elco 5116• Boo AWmGaior Utracon lir SS Elco #10 Steel #12 Sled SCFSIW M Screw #12 Steel screwP5) Edge Obte ce r 2.117 r 2 -VT 3-lAr 1" 2 U2• 1- 2-11A_ T 3-lAr r a48' 0.64- 0.324• En*eOmani 00 1314' 1.310 14W I -W 7 t-114" I_lw 1-114" 1-1w 1-vr 1-1w 2• 1.378' I -W (eee note 4) 2 Anchors 0 5• Ulm O.C. 1(2) 295 An* Clips ft. IM 380 Sss 390 lbs 450 lbs 890 me 17W MS 270 In 280 On 354 ft 740 We 468 ft 7201. 1182 be 328 un 420 Ibs 5wft 4 Andmrs 0 35* On. O.C.1(2) 2x5 Arde Cblm 0111 780 bs 700 ft 79D lbs 1670 P. 2525 bs 6400. 580 ft WA 1120lbs 936 lbs SW 0. 23641. 6521. 840 ft 1120 ft 6 Anchm @ 2.71- MiFL O.C. / (2) 2x5 Ante Cim (Fig. 3)1 1120 lbs 1120 ft OW lbs 2246 ft 22549m WA 840 IIx NIA 1069 be WA 1320 ft MMA 978 to 12.60 ft 1680 ft FIGURE 1: TABLE NOTES: • • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FIGURE 2: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. ANCHOR CAPACITY ADJu5T69ENT FoRMuLA `''moi••) X MULLION CAP. -.I ANCHOR CAP.., USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUI?ED• CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT is LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION_ IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE 0.000• • •0000• 0•*• 0000 0000•• 0000•• MoDucr REVISED weh the FT1xit A1.40 e BY �i1�1i1111!!!/i 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. • • • • ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. I 3T 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-Fll1ED 3.250' * : {oto_ 58705 FIGURE 3 CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C -M. 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"'Z -- THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045- THICK (18 GAUGES STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 8AY �� STATE O THE MATERIAL. MUWON i fiLORID i ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS- S NR � SIO L ti 71Irrrr,.►►,i A LYNN MILLER, P.E. FL P.E.# 58705 Ilk TAR[ E 13A =-TARI F 1 :E) lid g CqZ :E •aJ.i • • Anchor Capacity Table (ass) •••• Substuate Q Mullion Capacfty Table 11016Dw CMU FAW C mu fryWood >� Anchor Clip Pane= Arxfar Type: 3118' Elm IAtsaart 114` Fico t Acamrc Wir Fico lR�n 3118' Elco t 1/4' E3100 tRtracnn 114' SS Ebo 6118' Elco AWeCktor tftwoon v4• SS 5co AggrsGdor 910 Sted #12 SbM 812 3ted S- M Screw (GS) Sam(G51 Edge (ink 1. 2-11Z r 2-1W 3-1w 1. 2-tre 1- 2-5.? 21 3-118' Opening Wldih (for verticallyy sl rdng mt6ons) or Opening Height (for k rimts4 sparvung ffRAons) 0.48" 0.54` 0.324- Embadneat &* 1314- 1314 1-314' i 3W r 1-114' 1-114 i -w 1-1f4• 50 k, 1-114' r ao it 1.W two note 4) 701a 3901bs 390 J u DD In 890lbs 1700 Ihs 90 in 354 Lu 7401bs I iODin 1182 An 32811-5 120Io 580 lbs 4 Antons Q 3.S VaL O.C./ 0 2Y5 An& (Xps fig. 1401n 780 it* 790 be 180 In 2525 lbs 3.2V 45 RscWodw ro TrWTda-a Lca*V " RecbvVLder Lending 852 a s T1aprTilanp. t -AV Los*v 6 Arch= @ 2.7r lies O.C:.10 2x5 Angle Cops (Fig TTVTrora Laecing RodwalAor L-mv 968 Ra TrWTdmX;. l -ft Rect&Vutar Loading mtA 8481-5 TmplTdang I.ea*v I Haas Load'ng 13201-5 T1aplTAang. Lawny R.ctarVtiw Lae ft Loa ft Ractmpcdar L00*9 Toprrrfanp. Loa ft R r Loading Tnp/Tdarg. Loaft DEG. AL SAY MULL .... .. ... 5 .�G _ �rSQ� S V C < - a 1 8 a - �<<� y [i - �c _ 1@py lJ QG < q v �c 4a C} G U <a: �.G _ G � �7 N G _ <a: N -" MG _ B •�L�°5. d� 4C44, o $ _ <a: CJ ^ 5.z 13 V s ^]2:'gC g ''! c _ G. 8 8 G .. '� S 4C r:c ao: _ C] C r3 c '� mac. <a: 3<G a,r C3 ^ .� Li G -v4 Q C7 ^ ' .'1: �c �7 >r C1 S 3 U a� P �G P* <� �c g <a 42 In 170.0 SM 170.0 435 170.0 1 744 170.0 I 478 1700 888 170.0 508 170.0 902 170.0 519 1 170.0 ills 17&0 521 i7aO 120.0 170.0 521 I 170.0 1488 170.0 521 1700. 1735 170.0 531 160.31 1871 170.0 521 48 in 170.0 706 170.0 J 524 170.0 1 850 170.0 584 1700. 992 170.0 830 1700 1133 1700. WI 1700 1275 170- 877 17401417 ft0.0 1637 1837 170.0 SW 140.3 1837 170.0 680 1228 1837 170.0 880 50.625 in 1740 747 1700 1 583 170.0 I 880 1740 831 170.0 1045 1700 W4 17QA 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 147.1 ISM 170.0 756 128.1 1552 170.0 758 1104 ISM 170.0 758 54 in 170.0 797 170.0 612 170.0 956 1700 831 170.0 1116 1700 754 1700 1275 1740 803 170.0 1434 1700 837 155.2 1455 170.0 856 1233 1455 170-0 881 110.8 1455 170A W1 97.0 1455 170.0 801 6D in 170.0 685 170 0 701 1700 10 83 170.0 797 170.0 1240 170.0 878 157.1 1309 170.0 944 1397 1909 1700 SW 125.7 1309 1835 994 104.8 1909 157.1 982 89.8 1309 157.1 982 78.6 13M 157.1 982 65. In 1700 930 Me 745 1740 1118 1700 850 1829 247 1 1700. M 7425 1247 184 5 983 128.7 1247 152.6 WS 114.0 1257 1443 952 MO 1247 136.2 938 81A 1217 135.7 935 71.3 1247 155.7 935 86 in 74 10 974 170 0. 7 88 170.0 1769 17MO 903 146.4 1100 183.7 M 129.9 1190 147.9 945 115.4 1190 138.5 928 '!93.9 1190 128.4 914 Bae 1190 1105 SW 742 1190 118.1 893a4-9 1190 11&1 693 m72 in 181.6 10t0 180.8 877 134.7 1010 144.6 a%11&4 1010 127.2 847 101.0 1010 114.7 826 89.8 1010 105.8 817 60.a 1010 90.9 8a787-3 1010 90.8 795 57.7 1010 67.8 790 So3 i01D a77 789 a s 76 in 13- 4 908 143.6 792 114.5 906 122.0 775 98.1 906 IWA 761 85.9 908 982 749 78.3 OW 881 738 6&7M 823 728 57.3 900 74.7 716 40. 1 90 8 71.2 710 429 906 70.8 708 75 In 127.1 081 132.5 754 105.9 861 1125 738 90.8 861 9&8 725 79A 881 88.5 713 70.8 861 810. 703 63.6 881 75.4 694 53.0 681 Ski 681 45.4 861 645 675 39.7 881 63.7 672 90In 827 648 85A 574 8&9 648 72_1 564 50.1 848 829 554 517 848 5&1 545 4&0 840 30.9 537 41.4 60 470. 530 34.5 848 419 519 2aS 048 302 311 25.9 848 385 W7 Win 882 SM 70.1 506 50.8 966 59.1 499 46.7 S88 SIA 41M 42.6 568 45A 463 37.9 568 41-4 478 34.1 1908 35.1 470 28A 586 334 450 24.3 568 30.5 I 452 21.3 588 28.7 447 1081n 479 449 0.8.9 405 3819 440 412 399 341 440 357 303 299 449 31.7 387 286 449 288 382 239 449 26.1 37T 20.0 449 227 988 17.1 449 20.4 381 150 449 1&9 358 111 in 44.1 425 45-0 385 38.8 425 37.9 379 315 425 32.8 373 27.6 425 29.1 367 24,5 425 282 362 221 425 240. 358 1&4 425 20.7 350 15.8 425 180. 343 12D In 349 384 355 J 331 28.1 364 20 8 326 24.9 364 25.8 an 21.0 364 ?28 317 19-4 384 20.5 313 17.5 N 364 1&7 909 144 in 20.2 253 20.4 233 16.8 253 17.1 230 =-TARI F 1 FIGURE 1: •11 • FIGURE 2: FIGURE 3: ANGLE CUP (FIGURES 1-3) MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLNON AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 18-2(X ALL MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 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 -TS AND BE A MINIMUM OF .125' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045` THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. _ ANCHOR CAPACITY ADJUSTMENT FORMULA: I(DP_) X . ANCHOR CAP.--% _ ANCHOR CAP -- `MULLION CAP .__./ USE THIS FORMULA TO OBTAIN THE `ANCHOR CAPACITY REQU BRED' 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 CAJAUFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. n R :It . ••• •a • :••••• :E) lid g CqZ :E •aJ.i • • Anchor Capacity Table (ass) •••• Substuate Q 27k Concxeie 3.3k Conc. 11016Dw CMU FAW C mu fryWood >� Anchor Clip Pane= Arxfar Type: 3118' Elm IAtsaart 114` Fico t Acamrc Wir Fico lR�n 3118' Elco t 1/4' E3100 tRtracnn 114' SS Ebo 6118' Elco AWeCktor tftwoon v4• SS 5co AggrsGdor 910 Sted #12 SbM 812 3ted S- M Screw (GS) Sam(G51 Edge (ink 1. 2-11Z r 2-1W 3-1w 1. 2-tre 1- 2-5.? 21 3-118' r 0.48" 0.54` 0.324- Embadneat &* 1314- 1314 1-314' i 3W r 1-114' 1-114 i -w 1-1f4• 1-v4- 1-114' r 1-318' 1.W two note 4) 2 Auchom C 5- Mn. O -C. t W 2x1;G&- Cipa HHD. 1). 3901bs 390 J u 4501-s 890lbs 1700 Ihs 270 lbs 280 lbs 354 Lu 7401bs 468 los 72D 1-s 1182 An 32811-5 420 ftia 580 lbs 4 Antons Q 3.S VaL O.C./ 0 2Y5 An& (Xps fig. 78011-5 780 it* 790 be 1670 lbs 2525 lbs 540 E-. 560660k.MA 1120 bs 9381-s 880 ba 2364 ibc 852 a s 840 bs 1120 bs 6 Arch= @ 2.7r lies O.C:.10 2x5 Angle Cops (Fig i 120 ibs 7120 i s 968 Ra ?248 ba 2254 to mtA 8481-5 WA 1= 6s WA 13201-5 WA 9781-s 12SO bs 1580 ba FIGURE 1: •11 • FIGURE 2: FIGURE 3: ANGLE CUP (FIGURES 1-3) MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLNON AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 18-2(X ALL MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 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 -TS AND BE A MINIMUM OF .125' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045` THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. _ ANCHOR CAPACITY ADJUSTMENT FORMULA: I(DP_) X . ANCHOR CAP.--% _ ANCHOR CAP -- `MULLION CAP .__./ USE THIS FORMULA TO OBTAIN THE `ANCHOR CAPACITY REQU BRED' 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 CAJAUFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. n R :It . ••• •a • :••••• :E) lid g CqZ :E •aJ.i • • •• • . • •••• .00.l• Q `•• z ••••.• Am �• • • •• •• W - IN �4�• • • • • PRODUCT REVLSbZD as complying with the Florida Setiwi* Cods AcceQ- No, ByYNN 4f �IIillll// No.58705 �tr3oj�tl-X�OSTffi A. LYNN MILLI 2, P.E. FL P.E.## 58705 IE ----r 1.000- �--- .125" 2.75W .375' 1"X 275' X .375' AdULLION 6083-T6 ALUM_ XSECTION 6083-T6 ALLJU_ l X -SECTION 2125' 1 .125F i .740' 375' 3.125'- r CUE HERETO 1 375" _ CREATE F -CLIP, SEE i1 #41N. MIN. DErAL F. SHEET 4 A IoTl MSL_ Q 0-312' STANDARD CUP 6063-76 ALUM. TOPVIEW c TOPVIEW .338' MIN. TABLE B 6fl83-T6 ALUAd. 1"X 3.125'X .SOD" .375-A MULL ONLY. SHEET 9 RAIN. E TOPMEW i B 338' MIN. u -CL P 6063-T6 ALUM 125' X 3.188' X 265' A MULL ONLY, SHEET 12 TOPVIEW 2. --1 Imo" I- y VX 2.75' X .650" MULLION 6063-T6 ALUM_ X -SECTION .338' LAIN. 6063-76 ALUK A 1 E USED FOR ALL r X T AND VX 275' MULLIONS, SHEETS 5.8 0.225" TYP. TOPVIEW 2XS At4GLE CLIP eO63-T6 ALLIM. X -SECTION .125" _000' .375' MIN. A - - - - �.31r 3.000- AIN_ 2x5 ANGLE CLIP 6063-T6 ALUM. 5.500" .375' MIN_ OFFSET CLIP 5463-T6 ALUM TOPVIEW .740" -1---�--i Mull! Iii uension (sheet #) Mullion Std. Clip PGT Part # Offset Clip U -gip Angle Clip 1" X 2" X .125" (5) 66605 656113M 6661118M 666243M 666511 M i' X 2" X.376' (6) 666006 M114M 6661919M 666244M 666512M 1" X 275' X.375' (7) 66607 66611SM- 6661120M 666245M 66651310 1' X 275!'X.650- (8) 66606 666116M 6661121M 666246M 666514M 1' X3.125- X .5(3(3" (9) 65637M 6W11 16M 6661114M 666242M 666515M 1.25" X 3.'488" X. 269' (12) 86641M 6661117M 666111310 86624110 66%16M 1.26 X 211' X. 125' (15) 69370 NIA NIA NIA 66M i 711A E NOTES: 1) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TABLE A 1-1.266--1 Dimension value (in) For Mullion: A 1.625 1' X2" X.126" Alun3'unsn Tubs MUMM B 2.654 c 0.895 D ().740 E .450 Misr. A 1-125 1' X 2" X _373' Alumhv" Tube Lidlion B 2.404 c 0.635 D 0.490 E 0.450 A 1.875 i' X275"` X .375 Alusnenum Tube Mullion B 3.000 c 0.757 D 1.118 E -450 Min. A 1.312 1" X 275 X .650' Aluminum Tube Mullion B 3000 C 0.478 D 0.836 E .450 LOW A 2-000 1" X 3.125" X .500" Alum Tube Mug B 2.837 c 0:863 D 1.137 E .450 Min. A 2-625 1.25" X 3.188" X .265" Alum Tube MUN B 3-262 c 0.862 D 1.762 E 1,450 Min. A 1.813 1.26' X 2'11" .121" Alum Tube Mull 0000•. 0000.. 0000 0000 •••••, • • 0. 00 •••••• • , 0 • • • •• 0 • Q '' N :• - � - PRODUCT REVISED as cm4dying wAh the Flnside B Ct�de as ^aY20 j BY 16 '1 414 N0.58705 W S%TE OF SS%NA1- A. LYNN MIL` W P.E. FL P.E.# 58705 .125" STANDAROOP 6N3 -U Ai 4 K X -SECT" .740"^ n .125" 1 J2 lia- 2.125" 2000" 04 I .125" N Z .125" U -CUP 2x5 ANGLE CLIP 0 6063-T6 ALUM. 6011;1.76 ALUM. J X -SECTION X -SECTION I �"13 .375" 1 Ift 1 125" 45` 1.15" (� MIN._- }' i O.C. 'Y 0.312" 45• BAY MULLION 3 25t;' 225(" t 3.00(" 3-T6ALUM.} y x� CTION j L-0 O1 i 1 -226-3 0 0 NOTES: 1) ALL MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN L"JSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS "GIVEN ON THIS SHEET. 2) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS_ OFFSET CLP 6063-T6 ALUM. TOPVIEW TABLE D 2X5 ANGLE CLIP 6003-T6 ALUM TOPVIEW Dimension Value (in) 5}0" F 3687 STANDARD CLP U -CLIP 6063-T6 ALUM. 6063-T6 ALUM TOPVILW USED FOR ALL V G 0.757 X 4- MULLIONS, F CUT ) ERE TO 30" Bay Mull 5 �0' .375" 45' Bay Mull Q m WA 6665110M- .375" 3.125"— ---"� _ CREATE F -CLP, SEE -375' 6665111M MIN. MIN. 1 [)£TAS F. SHEET 4 : • • W i ri • • : • 1 - •450-0 .375" • • • *2 3i 1.13' MIN MIN O 0312'-P MN •••••• ...:.. • >� •• •• la 31r .trs •• F • •• 375 - - - - F - - - ••••+ • d Z • • ." C) OZ 1 .. .. co a O � 0 2a1a �LB.� . •, 1hu 0 0 0 cam+YoOT 3-W 4MN. ®.O X 4" 664 Ave ., � • (1" W I �"13 .375" 1 Ift 1 125" 45` 1.15" (� MIN._- }' i O.C. 'Y 0.312" 45• BAY MULLION 3 25t;' 225(" t 3.00(" 3-T6ALUM.} y x� CTION j L-0 O1 i 1 -226-3 0 0 NOTES: 1) ALL MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN L"JSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS "GIVEN ON THIS SHEET. 2) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS_ OFFSET CLP 6063-T6 ALUM. TOPVIEW TABLE D 2X5 ANGLE CLIP 6003-T6 ALUM TOPVIEW Dimension Value (in) For Mullion: F 3687 STANDARD CLP U -CLIP 6063-T6 ALUM. 6063-T6 ALUM TOPVILW USED FOR ALL V G 0.757 X 4- MULLIONS, F SHEETS 10 & 11 30" Bay Mull TOPVtEW I �"13 .375" 1 Ift 1 125" 45` 1.15" (� MIN._- }' i O.C. 'Y 0.312" 45• BAY MULLION 3 25t;' 225(" t 3.00(" 3-T6ALUM.} y x� CTION j L-0 O1 i 1 -226-3 0 0 NOTES: 1) ALL MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN L"JSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS "GIVEN ON THIS SHEET. 2) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS_ OFFSET CLP 6063-T6 ALUM. TOPVIEW TABLE D 2X5 ANGLE CLIP 6003-T6 ALUM TOPVIEW Dimension Value (in) For Mullion: F 3687 1" X 4" X .125" Aluminum Tube Mdliw G 1.000 H 2680 F 3.187 1" XC X _375, Aiurnintmt Tube Mullion G 0.757 H 2430 F 1 2813 30" Bay Mull F 1 2.873 45' Bay Mull Mull Dimension (meet A PGT Part# Mullion Std. Clip Offwt Clip U -Clip Angle Clip 1" X 4" X _125" (10) 69364 666111M 6661122M 666241M 666518M 1" X 4' X.375- (11) 66610 666112M 6881123M 666242M 666519M 30 Degree (16) 66649 WA WA WA 6665110M- 45 Degree (17) 666W NWA WA NWA 6665111M ,i LYNN 4jj -'yGENsF 'P N0.58705 'O vl L dLU 141 "'o �� ••.,FL0421UQ'•.a�j ��'�•;��/ONAX- .' A. LYWf'lit fi[M P.E- FL P.E.# 58705 TABLE E Mull Dimension PGT Part # (sheets Mullion Std. Crop U-Mip Angle Cllp 2" X 4" X .26' (13) 66602 866261M 686271 M 6665112M 2- X 6" X.25- (14) 66604 668262tA 868272M 66MI 13M 2000' NOTES: 1)ALLMLJLL-OAhOLlPS.UAY-BE:FAr-T40RY --- -.--- --- AND CONTAIN UNUSED HOLES. IF NEEDED. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSMS GIVEN ON THIS SHEET. 2) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 4.000- rX4•X25' MULLION 6063-76 ALUM X•SECTION .375' MIN. 1i t STANDARD CLIP 6x63 -TB ALUM. - X -SECTION r 5.500" CUr HERETO 3.500' CREATE F -CLIP. rr tea rfi�rna F 1 .375" A, STANDARD CUP 6063-T6 ALUM. TOP VIEW 9- U•CLIP 33-T6 ALUM. ;-SECTION .375" 0.227 t O 7.3x4 j O.c jJ 3.438" r O O 637" MIN. O.C. U -CLP 6083-T6 ALUM. USED FOR T X 4" MULLK)N, SHEET 13 TOPVIEW .637'MIN. Q.C. U -CLP 6063-T6 ALUM. USED FOR T X 6' MULLION. SHEET 14 TOPVIEW -"1 F--125" 2X5 ANGLE CUP 6063-T6 ALUM#. X -SECTION .125' s.000* STAMARD CUP Eli o933 6083 -TB ALUM. 3.000' MIN. O.C.— TOPVIEW co ZO m 5.500' .375* MIN. CW HERETO t"--2.000'— --- 375" MLN f r - CREATE FCUP. SEE SHEET 4 AIL F. -375' MIN. O • . .. .., 1.715' i . I J.p MIN. O.C.\J0 r rY -� - - •i•• k0.312' _ .• 3.438' �...•� *Z•�..Z tv •• ••..•• . . •1 • .250' m 6.06 .375' - - _ _ _ 4.&W vl MIN. �..�•� W 0 Y • • 5.438' • • "• • rXWX.2T . Q. Z 'rn . •.. MULLION 6083-T6 ALUM. X -SECTION L - A, STANDARD CUP 6063-T6 ALUM. TOP VIEW 9- U•CLIP 33-T6 ALUM. ;-SECTION .375" 0.227 t O 7.3x4 j O.c jJ 3.438" r O O 637" MIN. O.C. U -CLP 6083-T6 ALUM. USED FOR T X 4" MULLK)N, SHEET 13 TOPVIEW .637'MIN. Q.C. U -CLP 6063-T6 ALUM. USED FOR T X 6' MULLION. SHEET 14 TOPVIEW -"1 F--125" 2X5 ANGLE CUP 6063-T6 ALUM#. X -SECTION .125' 2X5 ANGLE CLIP 6083-T6 ALUM 70PVIEW 2X5 ANGLE CLP 606,E -T6 ALUM TOPVIEW PRODUCT REVISED as ,,MAYL»g wiMttx FIadda Bm1dfus Code AzcqpUAdM NJ' By • ade Pm�ci JGENSF "• F'P No_ 58705 LU EOF A. LYNN MUR. P.E. FL P.E.# 58705. s.000* Eli o933 - 3.000' MIN. O.C.— co ZO m .375* MIN. O • . .. .., O-3ir . I J.p *qh rL r rY -� - - •i•• .lid Q"d .• 3.438' �...•� *Z•�..Z tv •• ••..•• . . •1 • m .375' vl MIN. �..�•� W 0 Y • • • • "• • . Q. Z 'rn . •.. 2X5 ANGLE CLIP 6083-T6 ALUM 70PVIEW 2X5 ANGLE CLP 606,E -T6 ALUM TOPVIEW PRODUCT REVISED as ,,MAYL»g wiMttx FIadda Bm1dfus Code AzcqpUAdM NJ' By • ade Pm�ci JGENSF "• F'P No_ 58705 LU EOF A. LYNN MUR. P.E. FL P.E.# 58705. LOADING OF VERTICAL MULLION SILL OF VV94DOVVS NOT ANCHORED Vis.-�---- . WM IOEM r ,! } H mg LOADING OF VERTICAL MULE LOADING OF VERTICAL MULLION SILL OF VV94DOVVS NOT ANCHORED LOADING OF HORIZONTAL MULLION WITH INTERSECTING VERTICAL MULLION LOADING OF VERTICAL MULLION . LOADING OF VERTICAL MULLION PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS EXAMPLES OF TRAPEZOiDAU RiANGULAR LOADING: NI .OADIiNG OF HORIZONTAL MULLION LOADING OF (2) HORIZONTAL MULLIONS . WM IOEM m H LOADING OF HORIZONTAL MULLION WITH INTERSECTING VERTICAL MULLION LOADING OF VERTICAL MULLION . LOADING OF VERTICAL MULLION PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS EXAMPLES OF TRAPEZOiDAU RiANGULAR LOADING: NI .OADIiNG OF HORIZONTAL MULLION LOADING OF (2) HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF VERTICAL MULLION (d 1 N . WM f c s m LOADING OF HORIZONTAL MULLION LOADING OF VERTICAL MULLION (d 1 N LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION NOTES: ODUCT REWLSED as corsqgying with ft 9) DRAWINGS ARE RERESENTATIONS OF TYPICAL. No . PW CONFIGURAT4ONS. �p CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM RYiaroiie htiiucP i THOSE SHOWN. t L t t t 2) IF THE LOADING TYPE CANNOT `""l "A 0,--..- j<< PW BE DETERMINED. USE ��O _�\Gc' RECTANGULAR LOADING_ _ ic — 3) SEE PRODUCTS' APPROVAL FOR ACTUAL ANCHOR LOCATIONSLu . 44 i1ar�"1 'O SO. 0 Flo LOADING OF HORIZONTAL A- LYNUMi l±h, P.E- MULLION FL P.E9 58705 i . WM m H LOADING OF VERTICAL MULE • 000:0• :� •� 00 0000•• `..— Q •_ • 0000� • Z ` • • 00• • ••••81 sao PW 690•90 a • f • (,Q V 042 ..•0 c 0 0 f � Q •o .. a Z • • SH/DH a • . LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION NOTES: ODUCT REWLSED as corsqgying with ft 9) DRAWINGS ARE RERESENTATIONS OF TYPICAL. No . PW CONFIGURAT4ONS. �p CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM RYiaroiie htiiucP i THOSE SHOWN. t L t t t 2) IF THE LOADING TYPE CANNOT `""l "A 0,--..- j<< PW BE DETERMINED. USE ��O _�\Gc' RECTANGULAR LOADING_ _ ic — 3) SEE PRODUCTS' APPROVAL FOR ACTUAL ANCHOR LOCATIONSLu . 44 i1ar�"1 'O SO. 0 Flo LOADING OF HORIZONTAL A- LYNUMi l±h, P.E- MULLION FL P.E9 58705 i