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WS-14-1962
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-225536 Scheduled Inspection Date: December 23, 2014 Inspector: Rodriguez, Jorge Owner: SCOTT III, MILTON Job Address: 10658 NE 10 Place Miami Shores, FL 33138-2104 Project: <NONE> Contractor: MAYDAC WINDOWS & DOORS Building Department Comments INSTALLATION OF 15 IMPACT WINDOWS Permit Number: WS -9-14-1962 Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window/Door Replacement Phone Number Parcel Number 1122320280880 INSPECTOR COMMENTS False Phone: (954)235-6306 Inspector Comments Passed4WCREATED AS REINSPECTION FOR INSP-225465. CREATED AS REINSPECTION FOR INSP-219237. No permit on site Failed Correction ❑ Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. December 22, 2014 For Inspections please call: (305)762-4949 Page 15 of 30 BUILDING PERMIT APPLICATION Miami Shores Village Building Department [SEP092014 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 201® Master Permit Nj,,rS / &l s A62— Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL []PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP 19;pt CONTRACTOR DRAWINGS JOB ADDRESS: O (0 10 City: Miami Shores County 4?ad 1? Miami Dade zip: SN 3 ( ) Folio/Parcel#: )I r 2232. `®Z5 " 0 ?R0Is the Building Historically Designated: Yes NO &5 Occupancy Type: IkA is : Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Ne 1 1 I I T® n L4xD Phone#.9 6q23LI (4,,30 Address: 1 0 b �O (b e /0 PL City: M ► 0 rvi 1. 6 h ori 5 State: _rL- Zip: S 31 ;2 J Tenant/Lessee Name: Email: Cj��,S 18M'PAjc_9c 'Com CONTRACTOR: Company Name: Ivl Nwiriao .5 tDoorS Phone#: 5(4 - I -Cl 0 _040Z4- Address:�O3� 5\,/ 64 st City:?Ipof w State: rL� Zip: 33314 QualiferName:Md4bq-MSV Phone#:g6(4_390-®co2--� State Certification or Registration #:6 CP- 1511 J ®Co b I Certificate of Competency #: _ DESIGNER: Architect/Engineer: m A Phone#: Address: City: State: Value of Work for this Permit: $ I�O1 �� ( Square/Linear Footage of Work: Type of Work: ❑ Addition . A of Work: ❑ Alteration ❑ New qK] Repair/Replace Specify color of color thru tile: Zip: ❑ Demolition Submittal Fee $ ! Permit Fee $ CCF $a CO/CC $ Scanning Fee $ CL s 03 Radon Fee $ A DBPR $ 3 " Notary $ Technology Fee $1()` 40 Training/Education Fee $ �� Double Feeec$ t Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ D o (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 City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGENT The foregoing instru ent was acknowledged beforepe this day of d¢�' 20 by M,140A qq h Vm w• is personally known to me or who has produced 7y = as identification and who did take an oath. NOTARY PUBLIC: Signature CONTRACTOR Theforegoing instrument was acknowl d �beforeme this jn6 II day of TG20 by � 6W M PAJ , who is personally known to me or who has produced ID as identification and who did take an oath. NOTARY PUBLIC: Sign: Sign: W U � AA Print: 'vl{ IP Print: Seal: REDA Seal: ;J?�,ar oue�4 A EDA ;_° ^s Commission 4 FF 48408 -ARIANELA F 48408 ''9' UO''- # ; .-` My Commission Expires ^�'�;;;;;:P° Commission o ^ . Expires August 25, 2017 MY Commissio"2017 25, APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) MiamishoresVillage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to owner - Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida StatutesFla. Stat. § 440.05 . allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the elect to be exempt if construction industry may 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company. Therefore. you may be personally liable for the worker co ensation in'uries of an person allowed to work under this permit. Please check with your insurance carrier since most property insurance policies DO NOT cover this type of liability. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Owner Contractor Print Name: Print Name: Signature: Signature: State of Florida) State of Florida ) County of Miami -Dade) County of Miami -Dade ) Sworn to ano subscribed before me ibis 3 Sworn to d subscribed before me s �Y o , 20 day of , 20 f . �e /.�, Q'i .10 (SEAL)a+ �= Commission # FF 48408 '* '°N4y rnmmission Expires Commission # FF 48408 (SEAT-) -� ,,.e My Commission Expires Type of `n r adt 25, 2017 Type of Iden ' afY04lMediinPlAunust 25..2oi7 MayDac Windows & Doors, LLC. 4037 SW 5th Street, Plantation, FL 33317 Phone: 954.790.0625 — Fax: 954.327.8499 License & Insured # SCC131150681 Installation Agreement The pties to this agreement are MayDac Windows & Doors, LLC and "Owner"). willbelconstructedon the following descr(bed real property: Owner(s) warrants to MayDac Windows & Doors, LLC. that they own the real property described above. MayDac Windows & Doors, LLC. agrees to furnish all labor and material necessary to cons ruct and install the improvements in this agreement and described on estimate number: � Owner(s) agrees to pay MayDac Windows & Doors, LLC. n U.S. Dollars, payable as follows: Payment Schedule I� 50% Deposit: _ , �� �. �°j Vie G 25% Due upon delivery of material: 15% Due upon completion:� 10% Due after final inspection Interest shall accrue on any unpaid balances at the rate of eighteen (I N) percent, simple interest or the highest rate allowed by law, whichever is greater. MayDac Windows & Doors, LLC. shall supply and install windows and/or doors as described to the attached quote. If extra work is required or performed, such additional work shall be stated below and either be included in the contract price or billed separately as noted below: TERMS & CONDITIONS 1. All the materials furnished under this agreement shall be construction grade and meet industry standards. Where brand names have been specified, MayDac Windows & Doors, LLC. may, at its option, select substitutes when such substitutions are due to unavailability or other circumstances beyond Maydac Windows & Doors, LLC's control. All substitutions v^vw.MayDac.com shall be consistent in quality and character to the selections previously specified; meeting Miami Dade Building code. 2. For those selections of material requiring special considerations, including, but not limited to cash deposits to insure their production, MayDac Windows & Doors, LLC. may, at its option, require deposits directly from the Owner(s) to pay such required deposit directly to the distributor or manufacturer. It is understood that when matching existing conditions such as color, size, planes and texture, MayDac Windows & Doors, LLC. will provide materials so as to match, as closely as possible, the existing materials. MayDac Windows & Doors, LLC. does not guarantee materials will match existing conditions. 3. No work not specifically described above, including but not limited to painting, staining, decorating, electrical work, major stucco work or window cleaning is included in the work to be preformed under this agreement. Owner agrees that they will be responsible for removing and replacing window treatments. Windows sills cracked during Installation will be patched at no charge. Owner further agrees that Maydac Windows & Doors, LLC. will not be responsible for water Intrusion oriand damage resulting from water intrusion occasioned by wind driven rain. 4. MayDac Windows & Doors, LLC. warrants installation for a period of one (1) year. All other warranties are specifically disclaimed. Additional warranties may be provided by the manufacturer. 5. This agreement and any document identified in this agreement constitute the entire understanding of the parties. There are no other agreements express or implied. All discussions and negotiations are deemed merged into this agreement. Any matter discussed prior to the signing of this agreement but not addressed in this agreement has been intentionally excluded. This agreement shall be constructed as if the parties jointly prepared it so that any uncertainty or ambiguity shall not be Interpreted against any one party or in favor of the other. This agreement shall be constructed in accordance with the law of the State of Florida. If any portion of this agreement should be deemed unenforceable by a court of competent jurisdiction, the remainder shall remain in full force and effect. In any action under this agreement, the Owner(s) waives and right it might to a jury trial and further agrees that any action or proceeding arising out of, or relating to the subject of matter of this agreement must be brought in Broward County, Florida, only. In the event it is necessary for MayDac Windows & Doors, LLC. to enforce any provision of this agreement, or defend itself with respect to any matter related to this agreement, Owner(s) will be responsible for all cost and attorney's fees incurred by Maydac Windows & Doors, LLC. This agreement may not be transferred or assigned without the written consent of MayDac Windows & Doors, LLC. This agreement may be modified only with the written consent of both parties. ACCORDING TO FLORIDA'S CONSTRUCTION LIEN LAW (713.00 TO 713.37, FLORIDA STATUTES), THOSE WHO WORK ON YOUR PROPERTY OR PROVIDE MATERIALS, AND ARE NOT PAID IN FULL HAVE A RIGHT TO ENFORCE THEIR CLAIM FOR www.MayDae.com PAYMENT AGAINST YOUR PROPERTY. THIS CLAIM IS KNOWN AS A CONSTRUCTION LIEN. IF YOUR CONTRACTOR OR A SUBCONTRACTOR FAILS TO PAY SUBCONTRACTORS OR MATERIAL SUPPLIERS OR NEGLETS TO MAKE OTHER LEGALLY REQUIRED PAYMENTS, THE PEOPLE WHO ARE OWED MONEY MAY LOOK TO YOUR PROPERTY FOR PAYMENT, EVEN IF YOU HAVE PAID YOUR CONTRACTOR IN FULL. IF YOU FAIL TO PAY CONTRACTOR, YOUR CONTRACTOR MAY ALSO HAVE A LIEN ON YOUR PROPERTY. THIS MEANS IF A LEIN IS FILED YOUR PROPERTY COULDBE SOLD AGINS YOUR WILL TO PAY FOR LABOR, MATERIAL, OR OTHER SERVICES THAT YOUR CONTRACTOR OR SUBCONTRACTOR MAY HAVE FAILED TO PAY. FLORIDA'S CONSTRUCTION LIEN LAW IS COMPLEX AND IT IS RECOMMENDED THAT WHENEVER A SPECIFIC PROBLEM ARISES YOU CONSULT AN ATTORNEY. THE BUYER HAS THE RIGHT TO CANCEL THIS AGREEMENT UNTIL MIDNIGHT OF THE THIRD BUSINESS DAY AFTER THE DAY ON WHICH THIS AGREEMENT IS SIGNED BY GIVING WRITTE NNOTICE OF CANCELLATION TO MAYDAC WONDOWS & DOORS, LLC. AT THE ADDRESS LISTED IN THIS AGREEMENT VIA USPS CERTIFIED MAIL OR COURIER SERVICES. IF THE AGREEMENT IS CANCELLED BEFORE MIGHNIGHT OF THE THIRD BUSINESS DAY, ALL DEPOSITS WILL BE RETURNED. THE OWNER (S) HEREBY ACKNOWLEDGES RECEIPT OF THIS NOTICE OF OWNER (S)' RIGHT TO CANCEL ON . (RECEIPT DATE) I understand and accept the proposal, and have had the opportunity to read and ask questions about all�ages before si ning P wner(s) Signature Dat Owner(s) Name Dac Officer Signatu Data ayDac Officer ame JOB NAME JUM AUURE55 MayDac Windows & Doors, LLC, 4037 SW 5th Street, Plantation, FL 33397 Phone: 954.790.0625 — Fax: 954.327.8499 E-mail: maydacsales@gmail.com www.MayDac.com Property Search Application - Miami -Dade County http://www.mian idade.gov/propertysearch/#/repordsununary Summary Report Property Information ous Folio: 11-2232-028 0880 Property Address: 10658 NE 10 PL Owner MILTON CLEVELAND SCOTT III Mailing Address 10658 NE 10 PL MIAMI SHORES, FL 33138 Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area 1,878 Sq. Ft Living Area 1,538 Sq. Ft Adjusted Area 1,701 Sq. Ft Lot Size 9,750 Sq. Ft Year Built 11953 Assessment Information ous Benefit Year 20142013 2013 2012 2012 Land Value $195,063 $136,620 $78,177 Building Value $96,957 $97,765 $115,167 XF Value $2,376 $2,404 $2,755 Market Value $294,396 $236,789 $196,099 Assessed Value 1 $202,423 $199,4321 $196,099 Benefits Information ous Benefit Type 2014 2013 2012 Save Our Homes Cap Assessment Reduction $91,973 $37,357 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description 32 52 42 MIAMI SHORES ESTATES PB 47-58 LOT 17 BLK 5 LOT SIZE 75.000 X 130 Generated On: 9/1/2014 Taxable Value Information ous 2014 2013 2012 County SadPrem Book Exemption Value 1 $50,000 $50,000 $50,000 Taxable Value 1 $152,423 $149,432 $146,099 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value 1 $177,423 $174,432 $171,099 City Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $152,423 $149,432 $146,099 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $152,423 $149,432 $146,099 Sales Information ous Price Page Qualification Description SadPrem Book Corrective, tax or QCD; min 05/23/2011 $0 27703-0738 consideration The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Mami-Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.govfinfo/disclaimer.asp Version: 1 of 1 9/1/2014 8:59 PM Contractor Job Name 5 4fJob Address MRH Exp. %S 14 _���••• 000.0• 0000 -- 0000•• • 000L6: • 0000• ••-_ •• i owes __•-••�•• •••�•• -a 0600•• • •0.0 0 • k-$' 0 • • 0 •0.0••6 0000•• 0 0 P l • ••• • Miami shcr?s t/inage -- :. 6 _- or LAPPROVED BY ©ATE ZONING DEPT BLDG DEFTAdak AML�L U AW s SUBJECT -ro CCP,IPWNCE WITH ALL FED STATE AND CCUN`i Y ilUL ES MID REGULATIONS 1600 S Federal Hwy., # 207 • Pompano Beach, FL 33062 • T 954 784 6991 • F 954 781 5708 • info@c5es.com • • ••• • • • • ••• • ITE ADURESS: WINDOJVSMORS... _- rtRee , ..:. ® s° 'AY i Nom.• • R ! — Zr r91 y��'' jj� �� MIPS MOR I�,i���/1�4�1�+.'►rte w Mill" 4 NORM ills mom M6,19mumn R WE WINEM, TMST MWOMo-Pon MR,t0.1 ® : A..' ,ZA � . CAiTEGO ftlneerIngServlce*RY, A1C. 5 1600 S. Federal Hwy Ste (954) 7846991 Tel / (954) 781-5708 Fax / c IR - F- �-, SEP 2 3 2014 Pompano Beach, FL 33062 da@c5es.com/ CA #25854 13Y. 2010 Florida Building Code ASCE 7-10 Design Pressures for Components and Cladding Risk Category II Ultimate Design Wind Speed (V.& mph) 175 Nomfnn! Design Wind Speed (V „d, mph) 136 Exposure Category C Enclosure Classilleation Enclosed Internal Pressure Coefficient (Gcpn 0.18 Dhectionallty, Factor(Kd) 0.85 Contractor May Dac Prepared By AS Client Name Scoff Job Location 10658 NE 10 Place (V,&) and the parameters given above. Wd as provided here is an appropriate load for use when: Miami Shores, FL HVHZ Yes Our Ret MAY S 1140918 The allowable pressures provided here (W„J are given as 0.6* W„, where W,a is the wind pressure Opening Description Mean Roof Height (R) 15 calculated in accordance with Chapters 26 and 30 of ASCE 7-10 using the ultimate design wind speed Required Pressure (W, j Positive Negative (Psfi (PSP 1 Horizontal Roller (V,&) and the parameters given above. Wd as provided here is an appropriate load for use when: 9 Roof Slope (x:12) 3 1) Evaluating tested products for components and cladding; 38.3 -41.7 2 2) Designing mullions, firming, and other supporting structures using Allowable Stress Design; 5 Building Width (R) 50 3) Specifying fastener schedules using Allowable Stress Design. The load combinations specified in Chapters 2.3 and 2.4 of ASCE 7-10 shall be applied. No further Building Length (R) 75 reduction in allowable stress shall be taken (other than load duration per Chapter 23 FBC). Width of Edge Ship (R) 5 Opening ID Opening Description Zone Opening Bev. Opening Dimensions Width Height (in) Required Pressure (W, j Positive Negative (Psfi (PSP 1 Horizontal Roller 4 9 74 38 38.3 -41.7 2 Horizontal Roller 5 9 106 38 37.4 -48.3 3 Horizontal Roller 5 9 74 30 38.9 -51.4 4 Horizontal Roller 4 9 36 3/4 38 40.1 -43.4 5 Horizontal Roller 4 9 74 38 38.3 -41.7 6 Horizontal Roller 4 9 36 3/4 1 38 40.1 -43.4 7 Horizontal Roller 5 9 74 38 38.3 -50.1 8 Horizontal Roller 5 9 74 38 38.3 -50.1 9 Horizontal Roller 4 9 74 38 38.3 -41.7 10 Horizontal Roller 4 9 106 50 1/4 36.6 -40.0 11 Horizontal Roller 5 9 52 3/4 38 39.2 -51.9 12 Horizontal Roller 5 9 73 I/2 50 1/2 37.6 -48.7 13 Horizontal Roller Mulled 1 of 3 5 9 73 1/2 50 1/4 37.6 -48.7 14 Picture Window Mulled 2 of 3 5 1 9 36 50 1/4 39.5 -52.4 • • 15 Horizontal Roller Mulled 2 of 3 5 9 73 1/2 50 1/4 37.6 • • 48.7 " 0000 •• 0000•• • • • Emma T. Mellinger, P.E. igitally signed by FL PER 50049 E.Mma T. Mellinger, 9/18/2014 Date: 2014.09.18 11:24:58-04'00' s • � 0000•• • � 0000•• 0000•• • � 0000• •9 00.90 ••99•• • • • • •09••• 2010 FLORIDA BUILDING CODE/ASCE 7-10 WORST CASE DESIGN PRESSURE CHART FOR COMPONENTS AND CLADDING For Buildings with a Mean Roof Height of 60 Feet or Less DESIGN PRESSURES FOR INTERIOR ZONES (Zone 41 DESIGN PRESSURES FOR EXTERIOR ZONES i'7one 5"1 ! CATEGORY • • • • Engineering.Se"ses, Inc. 5 • • l6pgs,f9der�l Nwy S� 207. ortipono Beach Fl. 33062 • 4,95,41 1W .. . /Into@c5es.coi75g54 . ... . . . . ULTIMATE WIND SPEED (mph) = 170 • • . • rKPaSjREGATEQd* _ : C • ••• • •.• rcibl.,• 'e vofld for th, JI - o-sttl tw.,,, onnr 1 wind Speed, (V„s, 3 -second gust) = 170 mph 2 Risk Category. B (General Residential and Commercial I•t Soodkraplae ghctoi (Kat): 1.0 (that Terrain)) •5 Direetiontityt-acto,Vd):13.11'5 6 Forsituations requiring Kd=1.0, multiply the values in these tables by 1.18. Verify Kd requirements with local budding official and product approvals before us(L General Notes 1 These tables list allowable pressures (W.0, given as 0.6•Wy, where Wu is the wind pressure calculated in accordance with Chapters 26 and 30 of ASCE 7-10 using the ultimate design wind speed (Vult) and the variables given herein. 2 These tables are not valid as a site-specific drawing 3 These tables apply to walls and vortical surfaces only. 4 Use of these tables, and the values and coefficients listed herein is to be dictated and verified by the governing building department end permit holder. 3 These tables are intended solely to illustrate design wind pressures as listed. No other warranty or certification is intended or applicable. 6 This document is the work and property of Emma T. Mellinger, P.E., and shall not be reproduced in whole or in part without her express written consent. 7 Enclosed Building: Gcpi -0-18 Consult an Enalneer for onv other condlgans Instrucla 1 Tables show the "worst caro° design pressures, with any .known variable at its critical condition. 2 Tables are valid for any roof slope. For reductions for roof slopes leas than 10 degrees, consult Engineer for site specific analysis. 3 Calculate the average roof height If average connot be determined, use the peak roof height Round up the mof height to the next highest table value. 4 Calculate the tributary area (length x height) of the opening in question. Round the tributary area down to the next smallest table value. If the tributary area is unknown. use the most critical value (10 square feat). 5 Area between structural mullions shall he used as tributary area. 6 Determine the Zone (Interior 4, at Exterior 5) of the opening An opening with any portion closer than distance -a' to a building comer shall be considered in an Exterior Zone (5), otherwise, if all of the opening falls more than distance 'e from a building comer, the opening -shall be considered in an Interior Zone (4). 7 Distance "a," as refered to above, shall be calculated as the. smaller of 100/6 of the minimum building width or 40°4 of the height, but not less than 3 feet 8 Read the worst case positive and negative design pressures for use as required by governing building department. Emma T. Mepinger, P.E. FL P.E. # 50049 Date: September 26, 2012 Not Valid without Signature and Ralsed Embossed Seal MIAMI'DADE 0 DEP NT OIs REGULATORY AND ECONOINIIC RESOURCES (RER) ND COD tTBr STRATTON DIVISION N TICE OF AC TANCE NOA Eco Window Systems, LL 9114 NW 106 Street Medley, FL 33178 SCOPE' NHA11II DARE COUNTY PRODUCT CONTROL SECTION 11805 SAV 26 Street, Room 208 T (786) 315-259D F (786) 315-2599 www miamidade.eov%economy T u ssued 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 (bi 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 ch roduct or material within their jurisdiction. RER reserves the right to re us acceptance, if it is determm Miami -Dade County Product Control Section that this pro ct or material fails to meet the requirements of thea 'cable building code. This product is a roved as described herein, and has been designed to comp with the Florida Building Code; it ue High Velocity Hurricane Zone. DESCRIPTIO : Series ".Eco -Guard 300" Aluminum Fixed Window — L.M.I. APPROVAL D UMENT: Drawing No. W09-20, titled "Eco -Guard Series -300 um Fixed Wdw. (L.M.I.}", sheets 1 tl1r lu 5 of 5, dated 03123/09, with revision C dated 01/11/13 repared by AI-Farooq Corporation, signed and sea a avad Ahmad, P.E., be the Min a County Product Control Renewal stamp with the Notice of Accep an ton date by tile, Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the. manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the appl icable building code negatively affecting the performance of this product„ s D e e . . . peso ..Does TERMINATION of this NOA will occur after the expiration date or if there haS�lleer,a revi;ror.gr change D in the materials, use, and/or manufacture of the product or process. Misuse of d is NQA as a%4g4&semegt..:. of any product, for sales, advertising or any other purposes shall automatically tenm#*%ate this NOA. Fail -use .Osseo to comply with any section of this NOA shall because for termination and removoi'of #JOA. : D . Do D ADVERTISEMENT: The NOA number preceded by the words Miami -D �d County, Froolda, a �d * O followed by the expiration date may be displayed in advertising literature. If Jally.�ortion o�0 ie�lOA s e e displayed, then it shall be done in its entirety. .DODO. INSPECTION: A copy of this entire NOA shall be provided to the user ;y tllerr mantjfjg;tyfr or uta • D 9 distributors and shall be available for inspection at the job site at the request of tht Building Official. ;....: This NOA renews NOAH 13-0206.05 and consists of this page 1 and evidence pages c D � D ) well As approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 14-0317.03 MIAMbDADE COUNTY Expiration Date: June 179'2019 mum ' Approval Date: April 10, 2014 J,4114 Pagel Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED A. DRAWINGS 1. Manufact-u er's die drawings and sections. 2. Drawing No W09-20, titled "Eco -Guard Series -300 Alum. Fixed Wdw. (L.M.I.)", sheets 1 through 5 of 5, dated 03/23/09, with revision C dated 01/11/13, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA #13-0206. OS) 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 along with installation diagram of a 97 1/4" wide x 96 1/8" high Eco -Guard series 300 aluminum double fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2192A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Saabr)iitted under NOA#09-04X3.08) 2. 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 installation diagram of a 97 1/4" wide x 96 1/8" high Eco -Guard series 300 aluminum double fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2192B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0413.08) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Water Resistance Test, per FBC, TAS 202-94 along with installation diagram of a 48 1/4" wide x 96 3/8" high Eco -Guard series 300 aluminum circular arch top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2193A, dated 01/15/09, signed and sealed by Candida F. Font, P.E. (Submitted antler NOA#09-0413.08) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 *000 2) Cyclic Wind Pressure Loading per FBC, T -AS 503-94 * .... * 6660:0 along with installation diagram of a 48 1/4" wide x 96 3/8" higitEeU-G'u d§9QO •. .. ...... aluminum circular arch top fixed window, prepared by Huni .�an.arngineer�ifr� .. & 9�,,�r Testing Inc., Test Report No. HETI-08-2193B, dated 01/15/0gned aij4 sepled by: .... Candido F. Font, P.E. (Submitted underNOA#09-0413.08)'....' : '..' ..... 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS ?,0j-94 :066 ••:•• 2) Cyclic Wind Pressure Loading per FBC, TAS9203-94 • • • • 0080:0 along with installation diagram of a 47 5/8" wide x 96" high rcUtiiard series �G O aluminum triangular top fixed window, prepared by Hurricane Engineeritkt*&Testing Inc., Test Report No. HETI-08-2194, dated 01/15/09, signed aarnd sealed � 4IRdido:" F. Font, P.E. (Subinitted under NOA#09-0413.08) �WI574U. y • • Manuel P , .E. Product Control xan ner NOA No. 14--0317.03 Expiration Date: June 17, 2019 Approval Date: April 10, 2014 E-1 Eco Window Svstems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONT MI ED) 6. 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 along with installation diagram of a 50 5/8" wide x 63 1/4" high Eco -Guard series 300 aluminum fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2195A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted cinder NOA#09-0413.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010,. dated 01/27/12, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Subinitted corder previous NOA#12-0223.25) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNeinours & Co., Inc. for their "DuPont Butacite0 PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlasO Interlayer" dated 08/25/11, expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, dated January 17, 2014, signed and sealed by Javad Ahmad, P.E. 2. Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated January 30, 2012, signed and sealed by Javad AhnAd, P.E.... • ...... (Submitted underpreviousNOA#12-0223.25) •• • ••• •..••• .%. ••..•• G. OTHER•OG••• 1. Notice of Acceptance No. 13-0206.05, issued to Eco Windo�v,�y,�tetns, ��,for the�i� � � • • Series "Eco -Guard 300" Aluminum Fixed Window — L.M.I., oved on 05102/13 ..;.. • and expiring on 06/17/14. • • • • • • • • egos** . . .. ...... •• • �. . Mance Perez E. Product Control E amii cr NOA No. 14- .03 Expiration Date: June 17, 2019 Approval Date: April 10, 2014 E-2 .082 J O1 FRAME HEAD/SILL/JAMB .Iso .s1T— w .ago Q GLAZING BEAD tA70 --35 .Oso C3: ANCHOR COVER z.tles 002 742 asu —_k FLUSH FRAME ADAPTER ECO—GUARD SERIES— ALUMINUM FIXED IYINDOIY DESIGN LOAD. RATINGS FOR THESE VMIDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX./FIX. OR FIXED WITH OTHER LVNDOW TYPES W MODULES OF TWO OR MORE WINDOWS USING MWA-DARE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROMOWND"OR WUL ON 4PPROWkL • •. %M APPLY TO ENTIRE SYSTEL!! • • • • • • i i THIS PRODUCT HAS BEEN DESIGNE1 D Tf 00 M Y H • REQUIREMENTS OF THE FL�TIDA�L ING•C9 I C NG HURRICANE ZONE (HVHZ). WOOD SUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE 57RUCTUTF. ANCHORS SHALL BE AS LMLO. SPAS %S SHORN ON 0•TAL18. ANCHOR/ • • EMBEOMENT TO BASE MATE • • SHALL J I: BEYON %V � DRESSING OR tST CCO. ANCHORING OR LOADING CGMTIONS NPT SFW 84: R • :IESG oETAR4 • • • NOT PART OF THIS APPROVAL. • • • • • • • • • • A LOAD DURATION INCREASE IS tSEO & OESIGN OF ACHOR% INTO mot ONLY. - MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/ M£TAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MIAT£RIAIs SHALL MEET THE REQUIREMENTS OF THE FLORIDASL•OGG. CODE SECTION 2003.8'4. 0 3.8.000 • • • • • • • • • • • • • • ••• • • • ••• • • FALSE (SURFACE GJ ASS DI -.Q D_ D.L.O. HEStTHT =WINDOW HEIGHT - 3.625" O.L.O. WIDTH = WNOOVI WIDTH - 3.825" THESE 1114DOVIS ARE RATED FOR TIdTCE & SMALL MISSILE IMPACT• SHUTTERS ARE NOT REQUIRED. . 'RODUGT RENENM as e6mplylag�allh 4te lt♦BTIft4. 9olding Calx yM� � -- —,. .Acceptance Ne 14 - o �✓' JY� 2 d a EV1,0e0n Bute + ,,9 II'4 i b 5 b Allnm{ )atk• readuct Caetr p Im PRODUCT REVISED m comply tng uith the Flmlda � L' Flt: 4E• 70592 BuRdf�Code �, a C.A L 38 Aceepuvrce NB � i Bs�hedun Thae rK.714•. � y droviing 9A 3 toi3.y7 °� °P` tm W09 20 sheet T of .�� 3/18' HEAT STREN'D, CUSS 690' INTERLAYER 090' INTERLAYER BWACIIE WB BY 'OUPONT' SENTRYGIAS BY 'DUPONT' 3/18' ANN. GLASS \•� 3/18' HEAT SIREN'D. CLASS SD SILtCONE SRICONE DOw CORMNII 899 DO CORNING 899 GE SCS 2000 CE SCS 2000 11 5 K, / N8 x 1-1/a" SMS #8 x 1-1/4- SMS \\ AT 3-1/2' FROM ENDS AT 3-142 FROM ENDS AND 10' O.C. MAX. AND 10 O.C. MAX. GLASS TYPE 'C' GLASS TYPE WINDOW ynDTH , Ww6ow WIDTH = r — J 1xNDowmotes1vwDow �wDTHdwap--- I Y-- �D� G s I '/. I • • • I i • • i • • • W. VRDTI • • • • • 1 H • WWDOY� •vNDOYT• • • '_ -- _ • _ I •• I •s i• I I I •� I s�.. • ' • i L J. ALLOWABLE LOADS FOR ACERNAt SHAPES AS %OWN•ABOVE OFAR (•dd IE AS SHOWN DOTTED LINESPAND OBTAINING ALLOWABLE LOOSVFROM THOSE TSIUPLES. • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • mt7j drawing no. W09-20 RS SPACING E1tA�LWN 8E NULUON �t�10AS SEE SEPARATE NOA !' 'I TYPICAL. ANUKDR6•3 !i �! SEE ELEV. FOR SPACING SEE 0.£V. FOR SPACING i 1 III 7'YPICAi. ANCHORS: SEE ELf/. FOR sPAcwc �i 1• WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW 1/4' OLe TA.Pr'QN BY 'ITW' (Fue120 KSI: Fy=92 NSI) r MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM i• :! I AND TRANSFER THEM TO THE BUILDING STRUCTURE. INTO 28Y W000 BUCKS OR WOOD STRUCTURES 1-3/8" MIN. PENETRATION INTO WOOD i• :I THRU IE1Y BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY •i ii !i I, DIRECTLY INTO CONC. OR MASONRY a0 �! !• 1-1/4" MIN. EMBED INTO CONC. OR MASONRY ci �I " 1/4" DIA TEKS OR SEI c D.�ILUNG tt:RE16L5 (GRADE 6 CRS) o W INTO METAL STRUCTURES o •i :i STEEL : 1/8" THK. MIN. (FY 38 KSI MIN.) !i !i ALUMINUM 1/8" THK. MW. (6063—T5 MIN.) k] !! !! it it (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED "� OR SELF DRILLING SCREWS (DNADE 2 CRS) Ij INTO MIAMI -DARE COUNTY APPROVED MULLIONS (MW. THK. _ .090") !• !! (NO SHIM SPACE) ii : •ryp,rei cDGC DISTANCE iii INTO CONCRETE AND MASONRY 2-1/2" MIN. II :� INTO WOOD STRUCTURE - 1" MIN. :I a INTO METAL STRUCTURE b 3/4" MIN. CONCRETE I'c . 3000 PSI MIN. :I 'I C-90 HOLLOWIFALEO BLOCK I'm = 1500 PS! MW. yy 5,EALLNM 2 jj Ii • ••' • • • • ♦ •• iI n • a • • • • • • • ' ALL JOINTS AND FRAME CONNECTIONS SEALED WITH i! i! • • • • • • • i • • • i • • JOINT SEALER. 1 1 E,pr. JAVAD AHF PRODUCT RUVIBHD CML ea amply]n21dlh Uar Plodda • ��' :TRODTIC7'Ri:NET'/ DA PE 70592 DuDding Code daet8mplylaRWkhdle9(e&% cAli 79 AcaMmwNo 1, t' ea • •w R • • • • • •'fa.' ". ' > I 8oWinRCod, . piledw Dae .. •. •.. °. '• ... Aca tnace No' •G3 D ' 6>, IrelloaDa ,...a',•. - .. • .� ••• ' • • •.'`• .' • •• :. e •. I I - •STYEPEICEALLEVA.NCFOHORLS4PACW•O • , TYPICAL ANHORS 1% jJ Dgd• • e%PLLr-aX�d1pic It • • • 6711 WOOD BUCK OR SPACU0 PredaetCmlror( -- 'A ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 000 0 • 0 000 • • drawing no. W09-20 YEEM ( PART ( EEVO. DESCRIPTION MATERIAL MANP./SUiRLIBR/REMARKS I FY301 2 FRAME HMAILL/JNd0 om—T8 — 2 3 fY302 FYJ03 AS READ. AS READ. QAZINC DEAD— 7/18• GLASS ANCHOR COVER _6083—Te 4 E203 AS RECD. MA7JNG BEAD BICE NEOPRENE UITRAFAE _ FI2-60 1 GIASS SPACER — 1/8' HIGH SRICONE FRAr1K LOWE g~�f0 7 .. x 1 FYI20 8 — _FFWj FRAME ASSEMBLY SCREWS FRAHE ADAPTER CRS 8083—TB PH SE1S OPitONAL CIRCULAR WINDOWS L41TER CORNERS 1/4' MAX. • •• •• • • • •• •• • ••• • • • ••• • • . TROOUCr RKNEMicr, - R 2 5 ,is cim pI)rIARlrilh the Ftorm uolding Cale AcccptAnce No 4•(� t. L3 U o >; ?PIrAIIOn Di1:Q �A,��ll�{�, a s Dfla it RdlPt�+AON.Conf S EAgrs JAVAD A11UAD PRODUCTREVISED CN7L os comPlylas wllh Iba lgwlda itA PE (?0592Ilo"Bo8 Coda Je3E _a;Isaoollo 5 1 lfan 17o1e /4 r y M toProdoct drolring nO. N 2b1 W09-20 sheet 4 o 5 TYPICAL ANCHORS SEE IELEV. rOR SPACING i1 __8 =a—wr COUNTY MULLION & MULLION SEE SEPARATE NOA TYPICAL. SEE M. FOR TYPICAL SEE ELM FOR "•' I : I ALT. INSTALI.A I ION DETAILS WITH PLUSH PRA IT•, AHA_ !TTrR 51613 . +AOAUGT ItENE14tiCU as omplying will the FlaTM% 9nldlmgCode Acreplance �'a�plrntloa Uote .t f3J( Rnam Hasa PYdlnit,Cti. ' PRODUCT RRVISM) as complying wI1L tiro Norma drowing no. W09-20 sheat 501 5 ALT. • • • • • • • • I a :I • • ANCHORS SEE FOR SPACING EE ELEV. • • • • • • • • • • • ••• • • • ••• • • =a—wr COUNTY MULLION & MULLION SEE SEPARATE NOA TYPICAL. SEE M. FOR TYPICAL SEE ELM FOR "•' I : I ALT. INSTALI.A I ION DETAILS WITH PLUSH PRA IT•, AHA_ !TTrR 51613 . +AOAUGT ItENE14tiCU as omplying will the FlaTM% 9nldlmgCode Acreplance �'a�plrntloa Uote .t f3J( Rnam Hasa PYdlnit,Cti. ' PRODUCT RRVISM) as complying wI1L tiro Norma drowing no. W09-20 sheat 501 5 M IAM NI MIAMI-DADE COUNTY e PRODUCT CONTROL SECTION DEPARTh-1REGULATORY AND ECONOAfIC RESOURCES (RER) 11805 SN 26 Street, Room 208 EN�OF Rn D CODE XM-UNISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACC TANCE , O Eco Windqw Systems, LLC 9114 NW 106 Street Medley, FL 33178 www.miamidade.gay/econoiny SCOPE: Xb�is NOA is bei�sucdunder the applicable .rules and regulations governing the use of construction m•ateria s. re documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acce ce;Jf`if is determined by Miami -Dade County Product Control Section that this product or tnate at s to meet the requirements-6cable building code. This product is approved a escribed herein, and has been designed to comp h the Florida Building Code, including the High elocity Hurricane Zone. DESCRIPTION: Seri "Eco -Guard 60" Aluminum Horizontal Rolling Window — L.M. APPROVAL DOC 4 NT: Drawing No. W14-11, titled "Eco -Guard Series -60 Alum Horiz. olling Wdw. (L.M.I.) sheets 1 luough 5 of 5, dated 03/28/14, with revision a dated 05/23/14, prepay d by Al- Farooq Corporation, signe, d sealed by Javad Ahmad, P.E., bearing the Miami -Dade Cou Product Control Approval stamp with t i nice of Acceptance number and app roval date by rami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacttirees name or logo, city, state, tnodel/series, and following statement: "Miami -Dade County Product Control Approved", upims•otherwise noted herein. see. 6666 0.00.•6 RENEWAL of this NOA shall be considered after a renewal application has bggt�jlgd and:�llejrg�las bei no change in the applicable building code negatively affecting the performance 4JUbela oduct. 666666 TERMINATION of this NOA will occur after the expiration date or if there hps beet a reysiQngr chatrge • in the materials, use, and/or manufacture of the product or process. Misuse of th??IVOA as In elitiorsenitalit;•'. of any product, for sales, advertising or any other purposes shall automatically leivViNite this WA, Failtlt4e? to comply with any section of this NOA shall be cause for termination and remoj%l Jf: OA. * . 0 • ADVERTISEMENT: The NOA number preceded by the words Miami -bad County, Florida, uncime% 66 666 followed by the expiration date may be displayed in advertising literature. ItanY'wrtion•o theNOA-i: • displayed, then it shall be done in its entirety. 0000 ' INSPECTION: A copy of this entire NOA shall be provided to the user by the manllacturer' or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 14-0403.09 MtAMbDADECOUNTY Expiration Date: June 19, 2619 "'' ' } Approval Date: June 19, 2014 1 1t,1 B l ! � Page l Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W14-11, titled "Eco -Guard Series -60 Alum. Horiz. Rolling Wdw. (L.M.I.)", sheets 1 through 5 of 5, dated 03/28/14, with revision A dated 05/23/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, 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 along with marked—up drawings and installation diagram of an Eco -Guard series 60 aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report_No. FTL-7634, dated 12/09/14, signed and sealed by Marlin Brinson, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,, complying with FBC Sth Edition (2014), dated 03/19/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) 0000 E. MATERIAL CERTIFICATIONS0900 •••••• 1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNtmou=s .&sQo., Inc. • s for their "DuPont Butacite0 PVB Interlayer" dated 04/1 VIT. e�iring 84io?2/11/16"". 2. Notice of Acceptance No. 12-1231.09 issued to Eastman Cfijpj�cal Coppalry (M4)... for their "Satlex HP Clear or Color Glass Interlayers" dat6d.Q31`L8/13; elr4 ifiing oia.... 04/14/18. 00:00 :see 00:0.' As 00 sees 0.00.0 F. STATEMENTS :00:6: e • 0000.. 1. Statement letter of conformance, complying with FBC-5"' 4itiq. u (201j),-8;of nq financial interest, dated March 31, 2014, issued by Al-Farooq.CbrAorationpal ned ald': sealed by Javad Ahmad, P.E. 89:0 G. OTHER 1. None.r, '� J Mai(ue).1erez, .E. Product Control Exa finer NOA Na: 403.09 Expiration Date: June 19, 2019 Approval Date: June 19, 2014 ); -1 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. ECO—GUARD SERIES -60 ALUMINUM HORIZONTALALUMINUM HORIZONTAL ROLMNG IYINDOlYiYINDOlY APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-OADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL. WILL APPLY TO ENTIRE SYSTEM. m THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO.00MPOY•VOTH •THE• • • • • REQUIREMENTS OF THE FLORIDA BUILDING CODE INKLIDING HIGM VFM.00KY k • • s HURRICANE ZONE (HVHZ). • • • • • • • iv WOOD SUCKS BY OTHERS, MUST BE ANCHORED PROPBRLY TO iRAySFF� • • • LOADS TO THE STRUCTURE. • • 000 • • • • • • HORS SHALL BE AS LISTED SPACED AS SHOWN ON DETAILS, ANCHORS HEAT STREN'D GLAN\ Also" Interloyer -Soft" Cleo' And Color Rv 'Eastman Chamicol HEAT STREN'D ANC- / EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSINGOR STUCCO. W �J- ANCHORING OR LOADING CONDITIONS NOT SHCVN IN 4jW& DETAIL ARE • • • • 1 NOT PART Of THIS APPROVAL • • • • • • A LOAD DURATION INCREASE IS USED IN DESIr OF AN�LORSINTO OOD OAL.Y. • 00 ALL SHIMS TO 8E HIGH IMPACT. NON-METALUC AND NCY4ICOMPRESSI�. • • • • • PlaS T P 'A' MATERIALS INCLUDING BUT NOT LIMITED TO STEEL,&EfAL• SCREWS, 7HA•1 • • 5;F16- OVERALL LAM. GLASS COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA SLOG. CODE. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • -.-•�".� 74 WINDOW WIDTH -1 10 1/4' �Y 4 1/4' MAX. AAX. HEADA SILL Ip J4'� � SILL CORNERS I o EO C&yyl[ D i Caag4 N N j I I I I M Q m�M .J N FALSE UUNTINS 33 11/16' 33 11/16' n v^ (SURFMAY IM USEE AP D D.L.O. (VENT) O.L.O. (FIX. LRE) N U W e7i 371/4" VENT WlUTH - N 3�M� TYPICAL ELEVATION $ O o ro E % O z 7, II AAAA_-----•-- � 3 tL 2i r 3Z MAXIMUM DESIGN LOAD RATING = + 55.0 PS F (FOR SIZES SHOWN ABOVE OR SMALLER) - 60.0 F 0 HEAT STREN'D CLASS 090' Interlayer -DuPont Butache PVB By 'E.I. DuPont De Nemours & Co., Ina' a r-1/8' HEAT STREMD PASS L a_ m DOW 899 NOTE: ![ a GLASS CAPACITIES ON THIS SHEET ARE -°m ° g 22 BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION �- DECTAj2ATORY STATEMENT DCA05-DEC-219 En6r. JAVAD AI1M110 T ¢ 01Va. approved wmtgPjylsa with thtl 1 10 FLA PE CIJ 8392 furWo Ba fttii ej ii a \ Mk. Dsd.Pmduuet CC tid 8 5 GLASS TYPE 'D' ��� �1d6%�%', drawing no. 5/16. OVERALL LAM. GLASS "IM42094 { W14-11 FOR SPACING MIAMI—OAOE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING iMPHOLES: W1 - 1/4" X 1-5/8" WEEPHOLES WITH BAFFLE AT 4" FROM EACH END AND AT MIDSPAN W2 - 1/4" X 1" WEEPHOLES AT 2-1/4" FROM EACH ENO AND AT MIDSPAN SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. • • • •• • ••• • • • • •• i FOR SPACING W000 RUCKS AND METAL STRUCTURE NOT BY ECO WOW. MUS A551DtP ING SYSTEM O TRANSFER THEM TO THE BUILDING `TW CTURE. TYPICAj, A]YCI-IQ,RS: SEE ELEV. FOR SPACINO P ' (Fmm 120 KSI, Fy�92 KSI " 'C'Fy"155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 113Y BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC, OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY #14 SMS OR SELF DRUM SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ,1,/4" DIA SELF DRILLING SCREWS (GRADE 5 CRs) INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1' MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD. SILL OR JAMBS 1'e a 3000 PSI MIN. C-90 HOLLOW/FILLEO BLOCK AT JAMBS fm = 2000 PSI MIN. f - ak. 4Ppmed as complying with Ike ..; FLA PE If 70592 FToridu Idim e ` ..: t 4MAYj [�NPA9•l adepd it� lo FoR svA�cwcO1G • • • I WOOD BUCK ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • IS J $ I� (N co $ O b_M n 1 Z LL 3Z 01 Wrnw TYPICAL ANC SEE FOR SP METAL STRUCTURE rel XQ.I Y-0U_T HUWI-GAGE COUNTY APPROVED MULLION TYPICAL ANCHORS SEE SEPARATE NOA A /-SEE ELEV. FOR SPACING 1CKS AL ANCHORS ELEV. SPACING 1/A' MAX. z 0 RLR O 0 0 413 ----------------- • • • • • • • • • • • WINDOW wwTH 4 • • WMDOh• WIDTH • m • • • • • • • � ;UY�ANMAD alppru�rd m rnmpfyiup with 16. � $ Fa PE , 7M Nlorbla tlaldiog e % 3 41A. 1%k All 3i • • . • • • • • • • • AtO ml de Pwduct Cogs g Q $ y . . . . . . . . . . . . d. .. . ..W14-11 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Qt FRAME HEAD .38r4 - 1.203 1 .625 .875 t -1.258^j .078 3.188 .625 ITEM 1 2.017 1 RIPTION 2.133 O FRAME SILL • • • • 4141• .062 J-_ .219 E61 .340 =SO63-T6 SILL .998 U SILL TRACK MOV. FRAME JAMB .050 TYP. .324 ...� r .38r4 - 1.203 1 .625 ,62FS 050 TYP. � .062 .675 .789 10 GLAZING BEAD ITEM VENT TOP/8O770M RAIL 1.869 056 082 ' 1.695 .875 1.125 .825 `) JAMB STILE •1.750 .625 r 056 r iYP. .110- 1.125 Qi MEETING RAIL 1.719 925 082 1.061 {.875 O62 950 TYR LIM4 na FIXED MTG. RAIL 00 MATERIAL MANF./SUPPLIER/REMARKS ITEM PART $ RIPTION 1 E53 • • • • 4141• 2 E61 =SO63-T6 SILL 8063 -TB - 4141 �2•• 4141 • • s 4141 6063-Tfi 2.183 4 Esq FRAME JAMS 6063-T6 - 5 E51 FRAME JAMS • 4141 • _.__ _ 6 4141• 4141 • 6083-T6 - 7 E. 1/ VENT VENT mEETtNG STILE • • 4141• 8E58 • 4141 • e • X25 • • • • • • • • • - i 4141 • • • • • • •. SUIUVAN & ASSOC. • 1.34a SL203P 2/ VENT STVEEP LATCH. AT 9-1/2" FROM TOP & 80TfOM • ® FIXED FRAME JAMB 13 #8 X 5/8" 2/ LATCH LATCH MT. SCREW 41,4140 0 • • • •40• • • ROLLER HOUSING & GUIDE -6 -- - - 15 E64 • • • 4141• • • • • • • • • • • • • • • 4141 4141 0.0 • • 4141 4141 •41• • • • 4141• • • Appmnl at Lem*Ius WRTAn dw Flow B" r'I Aff a !�F Dale hI IiD]DIll MCI r0 BY growl" no. W14-11 MATERIAL MANF./SUPPLIER/REMARKS ITEM PART $ RIPTION 1 E53 HEAD 6063-T8 2 E61 =SO63-T6 SILL 8063 -TB - 3 E62 RACK INSERT - 6063-Tfi - 4 Esq FRAME JAMS 6063-T6 - 5 E51 FRAME JAMS 6063-T6 - _.__ _ 6 E54 1/ VENT FIXED MTG. RAIL -- -- -_. _.... 6083-T6 - 7 E. 1/ VENT VENT mEETtNG STILE 8083-T6 8E58 1/ VENT VENT JAMB STILE 9 E57 2/ VENT TOP AND BOTTOM RAIL 8083 -TS - 10 ESB AS READ.... GLAZING BEAD 6063-T6 SUIUVAN & ASSOC. 12 SL203P 2/ VENT STVEEP LATCH. AT 9-1/2" FROM TOP & 80TfOM - 13 #8 X 5/8" 2/ LATCH LATCH MT. SCREW ST. STEEL FlI SMS 14 E63 2/ VENT ROLLER HOUSING & GUIDE -6 -- - - 15 E64 2/ VENT ROLLER BA - - - 16 E8 5 2NT / VE ROLLER POJ _ ST. STEEL - - 17 #8 * t' AS READ. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SMS B8 X 3" 2/ VENT FlX. RAIL 50.L SCREWS (50.1 ENO) CRS P.H. SMS 18 V123181 AS REOD. PILE WITH INTEGRAL FIN W'STRIPPPIG - ULT�AB 19 - SANTOPRENC ULTRAFAB, DUR4PRO.DUCTS 21 E207 AS READ. BULB SEAL SANTOPRENE ULTRAFAS. DURE203 AS REOD. GLAZING BEAD BULB PREFERREDEN 23 WA2L 2/ WOW. WEEP VALVE ' -24 _ I/ VENT 5/16" BOX SCREEN - OPRONAI Appmnl at Lem*Ius WRTAn dw Flow B" r'I Aff a !�F Dale hI IiD]DIll MCI r0 BY growl" no. W14-11 VENT TOP/BOTTOM CORNERS I FRAME BOTTOM CORNER Y ppmoi as compsylog Ulm me M PE!70582 F QA1 e O it 35J8 tYrfc,. J Mla.I oa rA 8 2114 � drawing a .. W14-11 (sheet 5 of 5 •• • • • • ••• • 5,p. AFD MTG RAIL CORNERMTG RAIL GDRNER • • • • • • • • • • FRAME BOTTOM CORNER Y ppmoi as compsylog Ulm me M PE!70582 F QA1 e O it 35J8 tYrfc,. J Mla.I oa rA 8 2114 � drawing a .. W14-11 (sheet 5 of 5 MIAMI•DADE MIAMI—DADE COUNTY, FLORIDA 0 PRODUCT CONTROL SECTION T1. R, -T Aid-Aifi LATORX AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARB�iND CODE ADW STRATION DIVISION T(786)315-2590 F(786)315--2599 NOTICE OF ACCE TANCE (NOA) www.n lnm1dade.Kov/economv PGT Industries, Inc. 1070 Technology Drive North Venice, Fl. 3427; TM Bing issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, en t e use o suc r or material within their jurisdiction. RER reserves the right to r e tance, if it is determined by i Dade County Product Control Section that t�ed �as material fails to meet the requirements of the app le building code. This product is ap bed herein, and has been designed to comply with the orida Building Code, includin a High Velocity Hurricane Zone. DESCRIPT N: Series "PGT" Clipped Extruded Aluminum Tube Mullion - L.M.I. APPROV DOCUMENT: Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube ullions", sheets 01 throt 22 of 22, prepared by manufacturer, dated 08/29/11, revision "A", sign , sealed and dated 10/15/13 by L rm Miller, P. E., bearing the Miami --Dade County Prod ontrol Revision Section stamp with the Notice o e ru rnber and Expiration d e Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each .unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless oaio%v'1ss noted herein. a..* 0 ease ••••ie .a .. RENEWAL of this NOA shall be considered after a renewal application has beenefdod.and tfia& has beet -6 e e e: e no change in the applicable building code negatively affecting the performance of !Iris pteduct. e :as**: TERMINATION of this NOA will occur after the expiration date or if there hasXee n a revisVivof @.hang *.... in the materials, use, and/ or manufacture of the product or process. Misuse of thil�jQ(�as an erk4o"ementa;ee of any product, for sales, advertising or any other purposes shall automatically teggbW8 this Z=. Failure, 0 e e e to comply with any section of this NOA shall be cause for termination and removal o[JQA. . e so ADVERTISEMENT: The NOA number preceded by the words Miami--Drtde C6unty, VJWW, and a a*: followed by the expiration date may be displayed in advertising literature. If aly')%'on of the NOA i�....� displayed, then it shall be done in its entirety. .Po 01 0000 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. 11-0922.01 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. / NOA No. 13-0815.05 jSC ^D Expiration Date: May 26,2016 Approval Date: October 31, 2013 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 10— 0819.05) 2. Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions", sheets 01 through 22 of 22, prepared by manufacturer, dated 08/29/11, revision "A", signed, sealed and dated 10/15/13 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 Entiy Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, all signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA No. 10-0819.05 C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by manufacturer, dated 09/20/11, signed and sealed by Anthony Lynn Miller, P. E. (Submitted under previous NOA No. 11-0922.01) 6666 D. QUALITY ASSURANCE . • • • • •' • • 1. Miami—Dade Department of Regulatory and Economic Resoijr..ce . $ER)i 6666 • • • • 6666.. E. MATERIAL CERTIFICATIONS 1. None. ..6. 6. 0 06 6666 . .. 6666.. 600. 6 6666.. .6666 6666. 6 F. STATE' 0. *0 E • • • • • • • • • 6666.. 1. Statement letter of no financial interest, conformance aid •cdmplyin with tk%..:. FBC-2010, dated 06/06/11, signed and sealed by Anthony LlnnMller, Per :.... 2. Laboratory. addendum letter for Test Report No. FTL 6443" lssited by $, dstratidn • Testing Lab, Inc., dated 05/05/11, signed and sealed by Marlin D. Brinson, ll: E. (Subinitted under previous NOA No. 11-0922.01) i� Janne D. Gasco , P. E. Product Control Section Supervisor NOA No. 13-0815.05 Expiration Date: May 26, 2016 Approval Date: October 31, 2013 E--1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (Cowrixm) 3. Laboratory compliance letter for Test Report No. FTL 6443, issued by Fenestration Testing Lab, Inc., dated 02/28/11, signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA No. 11-0922.01) 4. Proposal No. 10-1070—R issued by BNC to PGT Industries, Inc., dated 01/07/11, signed by Ishaq 1. Chanda, P. E., Product Control Examiner. (Submitted under previous NOA No. 11-0922.01) G. OTHERS 1. Notice of Acceptance No. 11-0922.01, issued to PGT Industries, Inc. for their "PGT Series Aluminum Clipped Mullion — L.M.I.", approved on 12/08/11 and expiring on 05/26/16. . . .... ...... ...... .... ...... 600:09 0 8009. 00 0 ...... .... . 00 •0600 ...... •6•• 00600 6 • 0. 00 6000 0000.6 •66•••• 00 • • • • 66.6•• •606•• 0000 Jamie D. Gasc n, P. E. Product Control Section Supervisor NOA No. 13-0815.05 Expiration Date: May 26, 2016 Approval Date: October 31, 2013 E--2 SUITABLE FOR ALL LOCATIONS REQUIRING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGURE 1: MULTIPLE ((----OPENING WIDTH FOR VERTICALMULL MULLIONS I / SEE DEGAIL8 2 aHEFTaEEras SEE THRU SHEET923 VERT. GENERAL NOTES: 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. AROHES TO BE DoE 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS RECTANGULAR HAVE BEEN TESTED AS'FREE•FLOATING' AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CUPS, BUT SHALL SHAPE NOT HAVE A GAP OF MORE THAN 114' FROM THE CUP. SEE- SHEETS EEDETAILSHEETS 2.T nn MULL MULL LENOIH----) / FOR LENGTH X'ENNG ADM -ALUMINUM DESIGN MANUAL HORIZONTAL FOR l!) SEE DETAIL E. AALLL P • P • P AIL • SHEETS Oy Q CODE, AND ARE APPROVED FOR IMPACT AND NONIMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH FORYERTCAL FENESTRATION • MULTH" 4MULLIONS PRODUCTS MAY Se. BE OF ANY TYPE. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. KW BE 0_ MANUFACTURED 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBSIFT') FOR THE OPENING USING THE ASCE-7 STANDARD. /III I BY PGT. 3) REFER TO SHEET 22 TO DETERMINE IF THE WIND LOADING IS -RECTANGULAR' OR'TRIANGULARlfRAPEZOIDAL'. _I i _ /SEB DETAILS A-D.G'H' RESPECTIVELY, USING THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING HORIZONTAL MCULL SHEETS 2.3 REQUIREMENT FOR THE OPENING OBTAINED IN STEP 1}Qnr LENGTH HORIZONTAL ALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL vEk T. ULUON CAPACITY. MULL MUW • • • • LEfGTt• • THE ANCHOR CAPACITY (LBS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE .SII HO TRATEIANCHOR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ���,rpN . • • ....... �� �a� •�CENSLc''•.'P HOR ACITY IS MET. LENGTH ..-•1. • • • • • MULLLENGTH i'- I---oPENINo WIDTH ---I I INI Y L Y T_ LENGTH - L SINGLE MULLION SINGLE MULLION SEE CORRESPONDING DETAILS FROM FIGURE 1 ABOVE- (-HORIZ. MULL LENOIH----) / W Y X'ENNG ADM -ALUMINUM DESIGN MANUAL HEIGHT FOR l!) HORQ, MUL, L P • P • P AIL • • Oy Q CODE, AND ARE APPROVED FOR IMPACT AND NONIMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH FORYERTCAL wIRhIT • MULL _4 OPENINGWIDTH FOR VERTICAL MULL • MULTH" 4MULLIONS 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WBVDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180. THE 113 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 21. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 6) WHEN FINDING YOUR SIZE W THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S) 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. GENERAL NOTES .......... INSTRUCTIONS._......._»......_......._ 1 ELEVATfON6................».__.__._» 1 MULL TO 2X YAODD.......»..»....»._.. 2 MULL TO 1X & MASONRY--_-- 2 INSTALLATION NOTES..._...........-. 2 MULL TO MASONRY_._».._..._._ 3 MULL TO STEEL STUD..._.--_.-. 3 MULL TO MULL...__.........._......._._ 3 ANCHOR SPECS......._._..._.».„»_ 3 ALTERNATATE CLIPS ._------- ..»-4 SAY MULL INSTALLATI(N.....----- 4 1 X 2 X.125 MULL SPECS...__.._..6 IX 2X.375 MULL SPECS.. -..._.....6 1 X 2.75 X.378 MULL SPECS..__.? 1 X 2.76 X.86 PAULL SPECS ------- 6 1 X 3.125 X.500 MULL SPECS.___ 8 ,X 4 X .126 MULL SPECS _.......... 10 1 X 4 X .375 TUBE MULL SPECS.._ 11 1 X 4 X.375 T MULL SPECS ...».» 11 1.25 X &I S8 X.265 MULL SPECS 12 2 X 4 X .26 MULL SPECS ._....._--- 13 2 X 6 X 25 MULL SPECS.-__*.- 14 128 X 2.11 X.126 MULL SPECS_. 16 304325 325 BAY MULL SPECS...--. 16 AS- X 326 BAY MULL SPECS.___. 17 MULLION 5 CUP DIMENSIONS.._.. W20 EXAMPLES 1 &2. .... ................ ....21 LOADING EXAMPLES ............... _.22 8) REFERENCE: TEST REPORTS: FTL-8443; ELCO ULTRACONIAGGRE-GATOR NOAS; ANSUAF&PA NDS FOR WOOD CONSTRUCTION; W Y Y ADM -ALUMINUM DESIGN MANUAL l!) V) B) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING WZ Oy Q CODE, AND ARE APPROVED FOR IMPACT AND NONIMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH PGT -APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. Se. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. 0_ INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBSIFT') FOR THE OPENING USING THE ASCE-7 STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 3) REFER TO SHEET 22 TO DETERMINE IF THE WIND LOADING IS -RECTANGULAR' OR'TRIANGULARlfRAPEZOIDAL'. 4 FIND THE CHOSEN MULLIONS MULLION CAPACITY (LBSIM FROM TABLES to THROUGH 13A, ON SHEETS 5 THROUGH 17 PRODUCT RHVI BD are rnnryt9hlS xitk the f+loTWO RESPECTIVELY, USING THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY} THE MULLION CAPACITY�CAPACITY� OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE Accepimrce No REQUIREMENT FOR THE OPENING OBTAINED IN STEP 1}Qnr FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THIS NEXT COLUMN ANCHOR CAPACITY REQUIRED (LBS THIS �41�Aada uct CoNro ALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL vEk T. ULUON CAPACITY. MUW • • • • LEfGTt• • THE ANCHOR CAPACITY (LBS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE .SII HO TRATEIANCHOR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ���,rpN . • • ....... �� �a� •�CENSLc''•.'P HOR ACITY IS MET. : '•. 'Af ..-•1. • • • • • * No. 58705 •; 7) IF THE MULLION CAPACITY (LBSIFT% OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LBSWV) "ANCHOR TO OBTAIN THE LOWER ANCHOR CAPACITY _ 1 = FOR THE OPENING, YOU MAY USE THE CAPACITY ADJUSTMENT FORMULA' REQUIRED. WITH THIS VALUE A LOWER ANCHQR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE ~ '4•.*A1O 6) jtEi� Y l RESIGN PRESSURE RATING (LBSIFP) FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL .,` • MULNON CIPAOITY (LBSIM OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE i�� •., LOR� :•' `� • •MULLED FENESTRATION PRODUCT ASSEMBLY. 0 • 96s9/ONA%- 0) R IIMUGRT COITION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. • A. LYNN MdER, P.E. FL P.E.# 66705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 'm DETAIL A: DETAIL B: �e ii `� MULLION TO 2X WOOD BUCK SON MULLION ATTACHED TO 1X BUCKSTWP TYP. ANCHOR OR WOOD FRAMING WOOD BUCK AND MASONRY A� SEE SUBSTRATE, , Vel �Y (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) er �� BEE SEE TABLES faf08 SEE NOTE 1, I I ULLION I 8HEHT 1. .._: r TH tQ F f�N d EE SHEETS //'ate qo I MIN 2.7 HSI • . •~• .% EDGE O � EITHER THE o I I 0 FOR HOLE /.4 I 1 COXCRETEORCMU' '� ' I DISTANCE, N STANDARD OR .a I OCATIONS 4 ! e II F•----I-SEE SEE TABLES (_p OFFSET MULL a n EDGEI EDGE DISTANCE 18. 0132 LL CLIP MAYBE 1 DISTANCE o I - ° FOR MASONRYINSTALLED BY 4< I I FOR WOODiaII I ANCHORS m Q THIS METHOD. scREwsj ° <4. a I 1 SIDE VIEW � Z m W q �W MAX FOR ALL MULLIONS a 4 ~ O 77� 4 ° A EJITHER THE _a: ° a e OFFSET MIAl ? U p ° ('�",( CLIP MAYBE Q' e ° ° RIOR wsraLLEDEv j h O EXTE a 4 EONTHiB METHOD Z Z 4 DISTANCE e4h _ e FOR a ZAml-A MASONRYANCHORSc EXTERIOR ` °�� °a ° •' . 65 i INSTALLATION NOTES: 1liaroi Dade Product Comm 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.00 • • c I I L �0 p�V IYNM 21j� � '�tCENSF '•p CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FALL FE TtZ T TYP. ANCHOR TPP. ANCHOR * No. 58705 * ' 3) ANCHOR HEAD TYPE MAY BE PANHEAD. HDWAD OR FLATHEAD. • TPP. ANCHOR 0 '� [ O )S 13 %�Q '•. A PERSUBSTRATE, PERSUBSTRATE. CRY t : : • : : : NA1 • • • • • • PERSUBSTRATE, SBE TABLES 18.108 SEE TABLES 10-10B • • • SEE TABLES 18-108 • • • EDGEIEND DISTANCE BUCKSTRIP • • . • • SEE TABLES - BUCKS7R� 1&108 < .... - y ATTACHMENT BY OTHERS. AND EMBE SEE NOTE I. ATTACHMENT LMENf SHEET i. y. •'t BYOTHER9 8EENOTE 1. ' 1- ... a SHEET 1. p'. 1 .. MIN 2.7 KC CONCRETE OR CAO! I FRONT VIEW PRODUCT R11vlsBD SIDE VIEW w winplyins with dw pl HtdO FRONT VIEW Building Cade gcceptelKe N4H2 INSTALLATION NOTES: 1liaroi Dade Product Comm 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.00 • • 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN A6QVE ARE FO PICTQ �EP�� NT ONLY. BECAUSE THE ANCHOR CAPACITY I3 BASED PARTLY RN THE �t�HQ jtiAt�H(�tA� I I L �0 p�V IYNM 21j� � '�tCENSF '•p CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FALL FE TtZ T FOLLOW WG SHEETS. FOR DETAILS A -D, EITHER THE STANDARD OQ &MRIOID CLIP MAY BE YSED. • • * No. 58705 * ' 3) ANCHOR HEAD TYPE MAY BE PANHEAD. HDWAD OR FLATHEAD. • 4) WOOD BUCKS ARE OPTIONAL„ SEE DETAIL C, SHEEj3. • • • • • • • • • • 0 '� [ O )S 13 %�Q '•. A 6 FOR MASONRY APPLICATIONS IN MIAMI-DADE COUMii'A= ONLY MUH�AYC11diE COYNTY APPRpyED • ELCO ULTRACON OR ELCO 1!4' S.S. AGGREGATOR MA%O Af HOS•. •. ST CRY t : : • : : : NA1 • • • • • • A. IAN MILL P.E. FL P.E.# 58708 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • MIN 2.7 KSI CONCRETE OR CMU FRONT VIEW .ANCHOR SUBSTRATE. TABLES 13.106 .. ®' I EDGE DISTANCE SEE TABLES MIN 2.7 NSI CONCRETE OR WU 18.108 SIDE VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A -D; EITFIER THE STANDARD OR INTERIOR CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL„ SEE DETAIL C, SHEET 3. 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY.&IOtt-744D4E CC%TY:PP$OVe • ELCO ULTRACON OR ELCO 11C S.S. AGGREGATOR MASONRY ANCHORS. • • • • • • • • • • • • • • • • • • FRONT VIEW so 000 so 0 0 0 so EXTERIOR ••• • • • • ••• • • • •• •• • • • •• •• DETAIL E: --It WMIN. MULLION TO MULLION INTERSECTION (U -CLIP) VARIES L c - TOP VIEW VARIES- I ---t (- INTERSECTION WCLIP FRONT VIEW NOTES: 1) MAY BE INSTALLED IN -TEE' OR "CROSS' INTERSECTIONS. 2) MAY BE INSTALLED HORIZONTALLY (SHOWN) OR VERTICALLY. 31 SEE U -CLIP DRAWINGS, SHEETS 18.20 FOR CORRESPONDING MULLION. •129TEEL SCREWS, �- -SELF-DRLUNG OR PRE -DRILL WILLION AND USE SMS i- MULLION EXTERIOR SEE SHEETS 18.20 FOR HOLE LOCATIONS EDGE DISTANCE SEE TABLES 16.108 SIDE VIEW DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SHOWN) TVP. ANCHOR A PER SUBSTRATE. / SEE TABLES 18.108 0' LOW[& MILLION FOR STEEL STUDS THINNERTHAN 18 GRAND COMPLIANT WITH THE FL BUILDING CODE. A 2X WOOD SACKER MUST USED. ATTACHMENT BY OTHERS. NOTES: 1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD ANCHOR VALUES MAY BE USED. 2) SEE CORRESPONDING MULLION TABLES, SHEETS 5.17, FOR QUANTITY OF SCREWS. El 0 ®FAIR 'O' 11tt I11/// ELYN DISTANCE `���� OAl N 4grr SEE TABLES ` a':� •' �1GENSF 1B -WB * ' NO.58705 SIDE VIEW �O •' STA �'��'•. FCORLOP.•' Gi�`�• A. L`M181NUL` LER, P.E. FL P.E.# 58705 DETAIL F: FIELD -MODIFIED MULLION CLIP (F -CLIP) SEE DETAILSA E• SHEETS 2AND 3 FOR INSTALLATION TOSPEMCSUBSTRATES. SIDE VIEW SHOWN WITH rX C X.12W MULLION DETAIL G: ANGLE MULLION CLIP (ANGLE CLIP) DETAIL H: BAY MULLION INSTALLATION (ANGLE CLIP) MULUON 0 O O O O O O O TOP VIEW I I TOP VIEW cb 13B \\� INTO WOOD. STEEL, STANDARD CLIP TO SE EXTERIOR ALUM, CMU OR MASONRY MODIFIED INFIELD. EXTERIOR O INTO WOOD. STEEL, �® CC.ONRY 1 EDGE DISTANCEEM 0 PERANCHOR DISTANCE PERANCHOR;v 0 00 • • • • s••ONOTES FOR INSTALLATION OPTIONS F: •• ••• •• • • • •• 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 128' X 2.1 T X.121 MULLION. 2) SEE TABLES 1B -10B FOR ANCHOR QUANTITIES AND SHEETS 1820 FOR HOLE LOCATIONS. • ••• • ••• •• • 3) THE 2X6 CUP IS NOT SUITABLE FOR THIS APPLICATION • • • • • • • • • • • • • • • • • • • •• • • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• NOTES FOR INSTALLATION OPTION G & FL• 1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION. 2) DETAIL G: SEE TABLES 18-116 FOR ANCHOR QUANTITIES AND SHEETS 18.20 FOR HOLE LOCATIONS. 3) DETAIL FL• SEE TABLES 12B OR 138 FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. of Florida LYNN yj,"'l,'i . �'��, •' 1,1GENgF' • F•P �� \ * No. 58706 :•O i�' to )S )3 r It STATE OF tt/ '�'O . fitOR10P.• • ��� A L' (4hkF) P.E. FL P.E.# SB705 SEE TABLES 18.118 I I I I X6'ANGLE CLIP. I 2 PER MULLION END. MUST BE INSTALLED INSIDE OF BAY MULL. II I I I I 2'X6'X.126' 1 m I II I I I ANGLE CUP. I I 2 PER MULLION END, MUST BEINSTALLED I I I I INSIDE OF MULL. CID CJ \\� INTO WOOD. STEEL, STANDARD CLIP TO SE EXTERIOR ALUM, CMU OR MASONRY MODIFIED INFIELD. EXTERIOR O INTO WOOD. STEEL, �® CC.ONRY 1 EDGE DISTANCEEM 0 PERANCHOR DISTANCE PERANCHOR;v 0 00 • • • • s••ONOTES FOR INSTALLATION OPTIONS F: •• ••• •• • • • •• 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 128' X 2.1 T X.121 MULLION. 2) SEE TABLES 1B -10B FOR ANCHOR QUANTITIES AND SHEETS 1820 FOR HOLE LOCATIONS. • ••• • ••• •• • 3) THE 2X6 CUP IS NOT SUITABLE FOR THIS APPLICATION • • • • • • • • • • • • • • • • • • • •• • • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• NOTES FOR INSTALLATION OPTION G & FL• 1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION. 2) DETAIL G: SEE TABLES 18-116 FOR ANCHOR QUANTITIES AND SHEETS 18.20 FOR HOLE LOCATIONS. 3) DETAIL FL• SEE TABLES 12B OR 138 FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. of Florida LYNN yj,"'l,'i . �'��, •' 1,1GENgF' • F•P �� \ * No. 58706 :•O i�' to )S )3 r It STATE OF tt/ '�'O . fitOR10P.• • ��� A L' (4hkF) P.E. FL P.E.# SB705 TABLE 1A TABLE 1B -1 Mullion Capacity Table site 0 �• F 0 Opening Width (forverdcallyspamlrg mt ins) or Opening Height (tor horizatallysparrdlg mtAcm) •• go In 82In 701n sob go in 1001. 1201n 140 in ISO In 1x2x.126 R.t.WIan' Twglk Loadln0 Loading ng. Rente.gat.r 11,wrdeng. Load.g L.aav Reote.Wlar Tmwwa.8. RwImmulu TmWrrlanA Rmte.guler TroWrdeng. RW=gda TtaWrdet•• ReotenWiar T,.p7rdmg. Rmwr4dar Tmp?risag• Recte.9ni.r Loading Loaft Leading Leaft Long Load6g Lwft loafing Load6• loading Leedlrrg t.atang L -ft T(eWrde.9• Loafg mullion be see Tiln1i Jj�lu sutetrett if 11 if 11111111111111111 if 11 if 111111 111 11 'a 1- 421n 1119 408 128.6 332 83.2 406 325 70.9 408 107.8 321 69.9 408 104.4 319 82.1 408 104.0 318 SSR 408 104.0 3t8 48R 498 104.0 319 39.9 408 101.0 318 35.0 488 104.0 318 486, 74.9 312 SU 256 814 312 252 63.6 312 07.0 248 48R 312 83.2 246 41.6 312 61.3 244 37.5 312 81.0 244 312 312 61.0 244 20.8 312 61.0 244 234 312 61.0 244 3/16' Eko llArxa. 60.825 In 638 281 70.8 234 $32 281 228 45A 281 55.7 224 39.9 281 52.1 222 35.5 281 50.1 220 31.9 261 49.3 219 26.8 281 48.3 219 22.8 281 49.3 218 20.0 281 48.3 218 U4' 88 Eiw 6716- Elco 1/4' SS Elco ��Mm UK=- Agg 6000 54 N 52.6 247 67R [71.4 207 439 247 202 37.6 247 44.6 199 32.9 247 41.5 196 282 247 39.4 104 28.3 247 38.4 193 21.9 247 36.1 193 18.8 247 38.1 193 18.4 247 38.1 193 r 1374- 60 N 38A 200 41.2 170 32.0 200 188 27.4 200 31.5 163 24.0 200 -28.8 160 21.3 200 27.1 169 182 20D 25.9 157 18.0 200 25.0 158 r ---i=v4• z-1rC 1-114= 831n 33.1 181 35.3 155 27.6 191 13 237 181 28.0 140 20.7 181 24.5 148 18.4 181 22.8 144 18.8 181 21.7 143 ' a84• 1.318'• x324• 1. -note 4j 68 N 29.8 165 30.0 1 142 24.0 165 28.1 139 20.6 165 231 1 136 18.0 165 2t.0 134 450 8901.. 72 6, 712 139 23R 120 18.5 131 t II118 15.9 139 , 17.8 118 7401b, 468 ft 781. ,. Me 125 10.7 IN 15.7 125 18.8 107 420 a. U. 4 AneOa,. 1.15' Lfin O.G I t3NMeM (a OIaa6 CAP Pl8 21 78 In 17.5 118 182 104 WA WA TABLE 1B -1 0 �• F 0 •• ANGLE CLIP MUST BE USED IN PAIRS. • • FIGURE 4: FIGURE 6: • • • FIGURE 6:a Anchor Capaelty Table pb6) see sutetrett 27k Conaete 3.5k Cone. Haftwcmu Fated CMU PT Wood Mete) Awl'" CO Pattern P Arrohar Type: 3/16' Eko llArxa. 1/4- Elco LOU- N16' EICo �� 3J1� E1w 106ewn 1fT Elco lAlrxo� U4' 88 Eiw 6716- Elco 1/4' SS Elco ��Mm UK=- Agg 6000 010 Steel 0128 812 61ea1 Su -(G6) Setev�(GS) 8aew (OS) Edge Oieteme M7 EmhWnrent MT r 1. W 2-112' 1.314- r 1374- 2.112' 1374• 3.118" r 1- 1.11r a-1/1^ " -I-1W - r ---i=v4• z-1rC 1-114= r - I -IW 3.118' 7=L4- 2' r 0.48" 1.918' a84• 1.318'• x324• 1. -note 4j 2 A,pM,e 4.76' A16t O.O / BteMaN or O�et 11 im 39D On 450 8901.. 1844 I.a 270 a. 280 roe 3541.s 7401b, 468 ft 604 ore 1182 8. 326 ft 420 a. U. 4 AneOa,. 1.15' Lfin O.G I t3NMeM (a OIaa6 CAP Pl8 21 4801.8 700 a. WA WA WA WA J80158 WA WA WA WA WA 852106 840106 11201.. 4 Anchm@ 7 Mm O.G. 1M 2k6Angle a4m I ft. 3); 781f1b9 780168 68D ft 1860 a. IMIbs 5400. 580168 WA 7600. 938 U. 880 P. 2384 ft a5216. 64o r. 1f2Dt. 2 Anollore 69 CAV Mat O.C. I1110µ Indo 1B• A[— (Fig. 4): WA WA WA WA WA WA WA WA WA WA WA NIA WA WA 718 018 1 Arrohor f F -COP (FIs 5k 1851b6 105 iw 225166 445 a. 82211. 135106 14D It. 177 F. 370 NB 234 ore 33210. 881 a. 183168 2101Ds 2800. 2Afttt a lR 1.15' Mh O.C.1 F10p(ft St 240 W. 350 The WA WA WA WA 19D Iha ANA WA WA WA WA 3281b6 420 ft We Ws NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. =ANCHOR CAP.,,o 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. 1T WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUA! IFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. FIGURE 1: FIGURE 2: .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 3: -1 0 �• F 0 •• ANGLE CLIP MUST BE USED IN PAIRS. • • FIGURE 4: FIGURE 6: • • • FIGURE 6:a see 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. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. • • • • • •• • • : : 4) T ,�.�y•� CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED • • • UNIT (CMU) SHALL CONFORM TO ASTM 090. WOOD SHALL BE PRESSURE TREATED • • • YiLLQW SpUTHEgjJ PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 8081-T8 AND BE A MINIMUM OF.125' • • OMMSTPEL VWDS TO BE A MINIMUM GRADE 33 AND .04W THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.12V THICK AND ASS. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL • ••• •• • ••• • •• • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • REVISED 2 uilh dta Florida ,( LYNN M,-'''O� `* No. 58705 *' � c at iO'G ••'•• FLORfOP: ' Gi��� F - fir. �• A. LY(11N IM618LW P.E. FL P.E.# 68705 TABLE 2A TART F 2R Anchor Capacity Table (the) Mullion CapacIW Table bal@4 suMtrele Opening Width (for varecauy-SparWrg mtnfore) or Opening Height (for hmlzoMa*spaW rm1Ao7•) 27X Ca Mte arae Como. 50 In win TO in So in BOM 100N 1201. 140 in 7601. metal Reolen0,ltar TrepTderg. Rmian®Wm Tiep 7deng Rentnngtder hey78mg. ReotergWar TMWdalg. Re4languier Trapirien9. RootengWar Trnp'IBeng. Reotengutaz TraDr7Arug. RaotatgtAat TrepTrieng. Reolengutm Tre)YTBmg. 1 x2 x.376 Laaft Leamn9 tmft Loaft Lonav loaft Loamn9 Loadl.p Loafts Loaalrg I Lmmn9 Lm47ng Loamn9 LOW" 1,00019 L-10" L4s5in9 toedtrg un � Mn T 3.1/8' T DAEr OW 0.324- Embe6mentOnj l4w 1374- 1374' 1314" 7 1-U4' Mw 1-U4' All - 1 11 11 11 1.14' 421n 170.0 620 170.0 436 151.3 662 17&0 478 129.7 662 170.0 We 1115 662 169.5 516 100.9 682 168.9 517 90.8 662 1698 517 7&7 662 168.9 517 64.8 662 168.9 517 65.7 862 168.8 517 a90 . 48 in 121.8 507 13EO 478 101.4 SD7 1112 410 68.9 607 1017 403 76.0 507 1026 399 67.6 607 99.6 397 60.8 507 99.0 396 60.7 507 09.0 3% 43.4 507 98.0 398 3&0 507 99.0 396 4 AncOore @ 1.16' M1.. O.C. f Slandwd (or OfW) CBp ft. 2y 60.@61. 103.7 458 114.6 379 86.4 456 99.9 371 74.1 458 80.6 384 64.8 458 84.6 300 $7.6 456 81.3 367 61.8 458 50.0 356 43.2 468 80.0 358 37.0. 458. Soo 358 324 456 810 356 WA 64 in 85.4 400 833 336 71.2 400 80.9 328 87.0 400 72.7 322 WA 400 67.3 318 47.6 400 64.0 315 42.7 400 623 314 35.6 400 61.8 313 3aS 400 61.6 313 2&7 400 61.6 313 win 623 324 66.8 276 51.8 324 57.5t27044.5 324 512 284 38.9 324 4&9 260 34.6 324 43.8 257 31.1 324 42.0 255 28.0 324 405 253 71.2 324 445 253 19.5 324 40.5 253 WA 637. 638 294 67.4 252 44.8 284 49.2 284 43.6 241 33.6 280 3&8 237 249 284 37.1 734 28.9 294 35.2 232 224 284 33.8 230 19.2 284 334 230 16.8 294 334 230 1 AndW I F -M (R9.5I 68In 4&8 268 496 230 39.0 758 424 266 37.5 221 29.2 288 34.1 218 260 266 31.6 215 234 268 29.8 212 18.5 286 210 210 1&1 268 27.7 209 14.6 288 21.7 209 501 IM 721. 3&0 7LS37.9 He 3&0 225 32.2 226 28.4 188 225 225 25.6 185 2&0 226 23.5 182 18.0 225 22.1 180 15.0 225 20.3 177 129 225 1&8 We 11.3 226 19.6 178 78M 308 202 32.0 177 2&6 202 27.2 202 23.8 170 18.2 202 21.5 167 17.0202 19.7 165 16.3 202 1&4 163 728 202 16.7 160 119 202 1&9 158 9.6 201 1&e 158 781. 2&3 192 29.8 168 23.8 182 28.1 182 220 162 17.7 101 747 169 1&7 792 1&1 787 74.2 192 1&8 153 17.8 792 16.2 162 10.1 182 14.4 150 8.9 182 14.2 150 90Of 18.5 144 19.0 128 M.4 144 18.1' _- 98 in 1&2 121 76.8 113 TART F 2R NOTE: FOR THE OFFSET CLIP. USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. AVJullmcrvl rummu4 CAP"eiOt9� -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. FIGURE 1: FIGURE 2: TABLE NOTES: 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FIGURE 3: ANGLE CLIP MUST BE USED IN PAIRS. • • FIGURE 4: FIGURE S: FIGURE 8 • 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) ULUQN D U4U41ON CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. ES T� B D CED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. Gt(jiEyS OESTED, APPROXIMATE HOLE LOCATIONS. • • ••• • SlBS7RAAE8=14 COIrCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED U CR12 OLOAKVNIT (CMU) SHALL CONFORM TO ASTM C -M WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.85. ALUMINUM SHALL BE 8083.75 AND BE A MINIMUM OF .128' 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 S ElAATERIAI• • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Anchor Capacity Table (the) suMtrele 27X Ca Mte arae Como. HoOox emu Men CMU PT metal Af1cF15f Cup Patterns Anchor TYPO 3/18' Elco lAlre4m 1/4' Etoo llNeeen N16' Eft Uieacm 3H6' Etoo lAllaeon 114' Elco I1Breeon 1A'so Eft A9gr4(4eta 6716' Efco 170' SS El. tAUacon . Ag91e6atar 01081W 912 SIeel 012 Steel Screw (0.5) 8aew(G5) SGewfOS) Edge Didanoe On7 r 2-1? 1' 2-t7T 3-178' r 24/r r 2-Vr T 3.1/8' T DAEr OW 0.324- Embe6mentOnj l4w 1374- 1374' 1314" 7 1-U4' Mw 1-U4' 1-1f4' 1.14' 1-V4' 2 1376' i1w (VIA 4) 2 Ambam Q 4.76' Min O.C. 7 Stmdwd w OSaM C6p . 1j 390 no IDs 4501. a90 . 1644 Rt 270 as 280 amPWA 7401_ 466 Pot 660 Os 11829. 3281. 420 lM SBD Ba 4 AncOore @ 1.16' M1.. O.C. f Slandwd (or OfW) CBp ft. 2y 4801_ 7001_ - WA WA WA WA 3001_ WA WA WA WA 652 es -..652 840 IDt 11201M 4 A1xAasa 3' Mh O.C. 7(2) 2X5 A.00 C6pe 7 frig. 37 7801_ 7801_ 690 ioo 1560Iht 18981_ 5401_ 9801_7601_ Me IM sew ros 23841_ r. 8401. 1120 ft 2Anohna 0.457 Min O.C. f U -Mo. [Wo 1fe' ADva Fa 4, WA WA WA WA WA WA WA WA WA WA WA WA WA 7161bs 1 AndW I F -M (R9.5I 185818 1ss we 2251_ 4461_ 8221_ 7361_ 1471 I_ 3701_ 234IDt 332 M_ 501 IM 163 mt 2102 AncIm @ 1.15' Min. O.OJ r-C41P(Fi9. 07 240 fM 350 Pot WA WA WA WA 1801_ WA WA WA WA 328 Oa 4201. SBO S» NOTE: FOR THE OFFSET CLIP. USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. AVJullmcrvl rummu4 CAP"eiOt9� -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. FIGURE 1: FIGURE 2: TABLE NOTES: 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FIGURE 3: ANGLE CLIP MUST BE USED IN PAIRS. • • FIGURE 4: FIGURE S: FIGURE 8 • 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) ULUQN D U4U41ON CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. ES T� B D CED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. Gt(jiEyS OESTED, APPROXIMATE HOLE LOCATIONS. • • ••• • SlBS7RAAE8=14 COIrCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED U CR12 OLOAKVNIT (CMU) SHALL CONFORM TO ASTM C -M WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.85. ALUMINUM SHALL BE 8083.75 AND BE A MINIMUM OF .128' 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 S ElAATERIAI• • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 3A TABLE 3B MUlllon Capaoity Table befits Anchor Capacity Table ([be) Opening Width (forvertica*sper"ng mutons) or Opening Height (tor horizontauyspervIi g numons) SO In 60N 70 in SO In 90 In t001R 120 In 140 In fact. 1 x 2.76x ReetnnglOa Trench•. ftdw 4a TmpTdang. Rectangular TrepTA&V ReeWMuW TrapRdang. Reomn9ula Tmpf ft". Reda4pda TmpnIftl9. ReemnOula Trwmww• ftaelari8aier TrepTdbvg. ReCUR9etr DWIldalg. .376 Alum Loadtlg Loafing LRadn9 Loadne LmOng Loadng Londog Loading Loadlre Loadne L4adng Laid"Loading loed.g Loafing Loafing Loadr• bo 1(6" Elco UOrewn SWEko txtmcon 3714' E1oo Unman 1f4' Elco USreaal 114" SS EIM afterEloo 114" $S EI o 010 Steel 912 9tea1 Aggret7ator tl9recon h987e0ata 8aew ((45) Serew(05) M1 � �' � � h � � h a � $,Uadn9 � �. hh 3778' TH _ .11 11 c2' _ 2' 3.118' 421- 170.01 820 170.0 438 170.0 744 170.0 478 170.0 8118 170.0 506 1170.0 892 170.0 519 170.01 1116 170.0 521 170.0 1240 1 170.0 527 I 148.7 1301 170.0 521 1127.5 1301 170.01 521 111.5 13M 170.0 521 I V r 481. 170.0 708 170.0 524 170.0 at) 170.0 684 170.0 892 1 170.0 830 170.0 1133 170.0 881 t5t.8 tin 170.0 677 13&8 1139 170.0 890 113.8 1139 170.0 860 87.8 1139 170.0 8110 85.4 1139 170.0 889 1.1fr 60.62b in 170.0 747 170.0 583 170.0 698 IT&0 831 187.8 103E 170.0 884 148.8 1032 170.0 723 130.6 1032 170.0 741 - 1t7.4 1032 170.0 758 97.9 1032 170.0 758 83.9 1032 170.0 758 73.4 1032 170.0 758 1315 I -W 501. 170.0 797 170.0 612 181.3 907 170.0 691 138.2 907 164.7 730 120.9 907 152.8 720 107.5 807 145.0 714 88.8 907 141.1 710 me 007 140.0 709 89.1 907 140.0 709 60.5 807 140.0 Are 7844 @e 601. 141.1 735 151.6 8211 117.6 735 130.3 Ott 100.8 735 116.0 Me 88.2 735 106.2 690 7&4 733 89.8 $83 7Q5 735 93.1 878 58.8 7735 91.8 674 60.4 735 91.8 574 44.1 735 91.8. 574 1182154 83 In 1218 668 130A 570 101.8 688 111.8 557 87,0 688 688 83.9 631 are '688 79.8 628 98.9 547 7a2 688 90.1 SWF45.4 50.6 we 78.8 521 43.5 668 75.6 521 38.1 868 78.8 521 C_..._..... 6811 108.0 607 112.4 822 88.3 607 98,1 611 75.7 607 85.0 801 68.2 607 77.1 403 607 71.6 486 53.0 607 678 481 44.2 807 83.4 478 37.9 607 62.7 474 33.1 007 62.7 474 j 721n 81.6 510 85.8 443 68.0 510 73.0 116 6&3 10 84.3 428 61.0 610 57.9 419 510 53.3 413 40.8 510 SO.0 468 _... -. _ 34.0 510 45.9 402 29.2 $t0 44.4 399 28.5 610 44.3 399 660 to 76 N 69.4 458 72.5 400 67.8 458 81.7 392 40.6 450 64.1 385 43.4 458 48.6 178. 458 44A 373 - 34.7 458 41.6 366 2a8 458 37.7 382 24.8 456 38.0 359 21.7 458 35.7 358 936 Ito 78In 642 435 67.0 381 63.5 435 We 373 - 45.9 435 49.8 366 40.1 435 44.7 360 435 40.9 355 32.1 435 38.1 381 26.8 435 34.4 304 22.9 435 32.0 341 20.1 435 32.2 340 WA 90 N 41.8 32743.1 290 34.8 327 3&4 286 1 208 321 31.6 280 28.1 327 28.3 275 212 327 25.7. 27t 20.0 327 23.7 288 17.4 327 21.0 262 14.9 327 18.3 258 WA WA 90 In 34.4 287 35A 267 28.7 287 20.9 252 24.8 287 26.0 248 21.8 287 23.1 244 18,1 287 20.8 240 17.2 207 f9.3 237 14.4 287 1&9 232 716 as 1 Anahaf FCOp(Fi&87 1951Ee fo81n 242 227 24.7 205 20.2 227 20.8 201' 17.3 227 1&0 196 1&1 227 16.0 195 MR* 1381Ds 140 as 177 Its 111 In 223 215 22.7 184 18.8 218 19.1 191 tb8 215 t&8 188 5910. 163 gn 210 In, 2801ha 2 Anoln s Q 1.15 Mot O.CJ FCtlp (Fig. % 1201. 17.6 186 17.9 187 WA WA - WA WA TABLE 3B 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. Anchor Capacity Table ([be) Sabstlete: 2711Ca ete 35k Conn. HollaelCMt)F11W CMU PT Woad tAew AnoDa Type: Anchor Cap Patterns 3116" Elco Uilreco. 1(6" Elco UOrewn SWEko txtmcon 3714' E1oo Unman 1f4' Elco USreaal 114" SS EIM afterEloo 114" $S EI o 010 Steel 912 9tea1 Aggret7ator tl9recon h987e0ata 8aew ((45) Serew(05) 412 Steel 8aew(65) Edge Distance lin) r 2.112' r 2-177 3778' T '2-7W' r 2.11T 2' 3.118' T 0.48- a64- 0.324' Ereh.dma4 0n1 I V r 13Ir 13fr 1314' 2 1414" 1-114' 1.1fr 1-114' 1-114" 1-1Ar T 1315 I -W (see note 4) 2 A-W.e 5 4.75 W. O.C.1 Standard a Obset Cop (Fig. t) 390 ths 390 tbs 450Ibs 890 We 7844 @e 270 We 280 th 9541te 468 no the 1182154 328 lba 4201be 7380 Ibe 4 AxhasQ"T III.O.G l Stedad Car 06e0CUp(F4.21 48D Ms Mean WA WA WA WA 380 In. WA WA WA WA WA 652164 8401be Me Re 4 Auxhae @ T Mtn, O.G 1(2) 2a6 Angle CEPS / (Fig. 3): 780 me 780 0n 660 to 15W Ro 1896Its 540 Ion 860 an WA 760 NB 936 Ito e8010e 2384 the 652 be MOM 1120 Its 2 Anotias Q 0.45 671.. O.C. / =g Wo 1161' Aleft n, 4j: WA WA WA WA WA WA WA WA WA WA WA WA WA WA 716 as 1 Anahaf FCOp(Fi&87 1951Ee 195 Its 2250. 446 The MR* 1381Ds 140 as 177 Its 3701bs 2301bs 332108 5910. 163 gn 210 In, 2801ha 2 Anoln s Q 1.15 Mot O.CJ FCtlp (Fig. % 2400. 350 ft WA WA - WA WA "O the WA WA WA WA WA 326 Its 42D IDs 580 pts 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. FIGURE T. • • • • • • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE & FIGURE 8: • • • • • TABLE NOTES: vrvt,n4nc r. ~. 4 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 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. • •2) LIMEA16INIERPOLATION BETWEEN MULL LENGTHS AND10R OPENING WIDTHS IS ALLOWABLE. • MQLIIQN AN�LION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 18.20. • • OL T B D IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. FIGO ES SH SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED • •L11CRETE BLOCKWSLST.1 "C A3& ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND • THE MATERIAL. • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISER complying e1tA tits Florida B90dUtg Coda ,y M 4 0�......... 144,c,'�i \ No. 58705 ' t � AT jrOF ` .�.tt •'•.,•FLORiOA••• G��. F A. LYNN A�I, P.E. FL KEA 58705 TABLE 4A Mulpon Capacity Tableabs/0 Opening Wid01(torveNcaWipamlrg mullions) or Opening Haight (tor hodaontaly-apercilg tntefor s) 5010 6010 701n 8010 WN 10010 12010 Me In 16010 ReolBngutnr *fmp/Tdmrg. RedsWar T.Wrden9. R�l�guler TmpRAmlg. Redetlgdar Tnrp?danB. Reelmlguim Trep7rdeng. ReoNngdar Tlsp/7deng. Realenguter fieyJOimlg. Recler�dm Trep?deng. ReaNn•0m TrepRderlg. 1 X 2.78 X Loadr• L0adt0 Lmdrlg 1.0 -ft LO -ft Lowbv Lowing Loaft loafing Loadt• Load" Loaft Loaft W." LoadW loedn9 Loaft .860 Alum. Tube Muton StfttmtC �gcLom7ug qg gay' gy 4e �gy W $g �gj g 16k Cora. 4210 170.0 bag 170.0 435 170.0 744 170.0 478 170.0 886 170.0 506 170.0 882 170.0 S/8 170.0 1118 170.0 521 170.0 1249 170.0 521 170.0 1488 170.0 521 158.7 16M 170.0 $21 13&8 1820 170.0 SM v MU 4810 170.0 708 170.0 $24 1170.0 850 t70.0 684 170.0 882 170.0 830 170.0 1133 170.0 661 170.0 1275 170.0 077 170.0 1417 170.0 880 141.7 1417 170.0 680 121.5 1417 170.0 060 108.3 1417 170.0 880 PTWocd 60.625 in 170.01 747 170.0 SM 170.0 11 806 170.0 631 1170.01 1048 1 170.0 684 170.01 1185 1 170.0 723 162.8 1288 170.0 747 148.3 1288 170.01 756 121.01 1268 1170.0 768 104.61 1286 170.0 768 81.4 12W 170.0 756 114' Elco 5410 170.0 707 170.0 812 170.0 858 ODA 891 170.0 1118 170.0 764 150.7 1130 170.0 W3 133.8 1130 170.0 837 120.0 1130 170.0 858 1W.5 1130 170.0 881 WA 1130 170.0 851 76.3 1130 170.0 881 - UT Ebot151eeon Win 170.01 885 170.0 701 146.5 015 162.3 78t 12&8 818 144.6 746 109.0 846 132.3 735 97.8 916 123.0 728 87.8 915 118.6 720 732 - 915 114.4 716 62.8 816 114.4 715 64.8 916 114.4 715 r 631. 151.8 830 161.8 710 126.5 830 138.8 661 108.5 870 1232 681 94.9 830 1122 070 64.4 830 104.6 0822 75.9 830 09.4 658 63.3 830 049 849 54.2 830 04.1 048 47A 830 04.1 049 4 6810 132.1 767 1 140.0 650 IW.O 757 116.8 838 04. 757 105.9 624 02.5 767 88.1 all 73.4 757 89A 606 66.0 767 842 800 35.0 757 79.0 603 472 751 1 782 591 41.3 757 782 501 J MN 101.7 MS 108.8 552 84.8 636 91.0 540 70..7 890. W.1 SM W.6 We 7Z2 521 50.5 We 685 514 50.8 638 OZ3 508 42.4 - 638 57.2 5W 36.3 678 55.3 497 31.8 838 55.2 497 0.48• 0.64' 7810 88.6 671 WA 408 &1 671 76.8 486 8. 7t 67.4 478 64.1 671 W.8 471 48.0 571 55.6 404 43.2 671 61.8 450 38.0 571 47.0 451 30.0 671 44.8 107 27.0 571 44.6 448 13r4" 76 N 80.0 $42 03.4 474 68.7 $42 70.8 405 57.1 642 02.1 438 W.0 $42 65.7 440 44.4 542 $1.0 442 40.0 542 47.5 437 33.3 542 42.9 429 28.6 542 40.6 425 25.0 542 40.1 423 1-u4'._ W In 82.1 407 63.7 381 43.4 407 45.4 3S5 37.2 407 39.6 349 32.8 407 35.3 343 26.9 407 32.1 338 28.0 407 20.8 334 21.7 407 28.1 327 18.6 .407 24.1 322 18.3 407 Zhu 319 1-1/4' 981. 42.9 358 44.1 320 35.8 358 37.2 314 30.7 350 32.4 308 28.8 358 2&8 304 23.6 388 28.1 3W 21.5 &=% 24.0 200 ITT 358 21.0 289 15.3 358 19.2 284 (sea note 4) 10810 30.1 283 309 255 25.1 283 25.9 281 21.5 283 71.6 2Q 18.8 283 19.8 244 18.7 283 18.0 240 15.1 283 18.8 237 390en 4W to 111 10 27.8 287 28.3 -242 23.1 287 23.0 238 19.8 267 20.6 235 17.3 287 18.3 231 15.4 287 W.5 20.8 1844G--27-Ms 2 %s 12010 22.0 220 22.3 209 18.3 228 18.6 205 1&7 220 18.2 202 740W 488 iba TABLE 4B ANCHOR CAPACITY ADJUSTMENT FORMULA: (D ) X (,ANCHOR CAP.,„„„„) =ANCHOR CAP.- `MULLION CAP.,,„,,,,, USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 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 I: Anchor Capacity Table (lbs) TABLE NOTES: -I 1000' f-- StfttmtC 2. 79 W 16k Cora. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. v MU • • • • • • • Fsird CUU PTWocd Meld _ Anchor Clip Patletre Amhor Type: 3116" Eko tAtlaoan 114' Elco lelrsoon W18• Elco Uaraeon 3riB' Eton Uaracon UT Ebot151eeon IIC SS Eko WS'E100 84'88 Elco Ag;moat r UOracan AWetbdar 010 Steel 812 steel 012 8ted S0. (051 saw(m 8erar(Gs) Edge DW800e lNk r 2-1/7 r 2.112• 3.10 1• 2.112' r 2.1122 3-118" 2' 0.48• 0.64' =324" P.nlDedmma (Np 13r4' 13r4" 13r4' -id/4' 2• 1-u4'._ 1-114' -_T-114' 1-1tr 1-1/4' 1-V4• 2' law 1.3v (sea note 4) 2An 4-470 MN O.C./St.,A d ar Olfad Cltp(Fla 1k 3901W 390en 4W to 8901bs 1844G--27-Ms 2 %s 354 tW 740W 488 iba ma 11820° 328 rw 680 4AM?=@1.16' MIR O.G 7 StVAUd(or016d) C1IPft 2k 4W 10e 7W Me WA WA WA WA 380 ft WA WA WA WA WA sum. IDs 1128Its 4A.Weh=®3. SOL O.G /(2)213 Angle pips!(F793 780 ms 7Wors OWWe 16W%. $13ne a $40 me 880 ma WA 76'0 WB 840 nw BW lba 23840W 8920s 11201Ds 2Anehde 40 OAY MN O.C. / t14 A Into 1f" A1um. (Fl6 4k WA WA WA WA WA WA WA WA WA WA WA WA WA 716Ma 1 Arwhm/Ft9p (Fl66k 195 the 19Sma _ 2%rhe 445IDs 822108 135168 1401bs 177tba 370 kba 2341D8 3320° 691 ms 153 ros 21010s 2WI6o 2 AnOm @ 1.15- MN. 0.0/ I 0'19.1 Ok Zw ms - 3W Its WA WA WA WA 190 ft WA WA WA WA WA 326.108 42n - 680ma ANCHOR CAPACITY ADJUSTMENT FORMULA: (D ) X (,ANCHOR CAP.,„„„„) =ANCHOR CAP.- `MULLION CAP.,,„,,,,, USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 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 I: FIGURE 2: TABLE NOTES: -I 1000' f-- 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)/INEA:INVERP0L bTiON BETWEEN MULL LENGTHS AMOR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: • • • • • • . • • • • • f LION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. • O S RIL IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. ?-7W a-li • �• IQ 8 ESTED, APPROXIMATE HOLE LOCATIONS. • • • • • ANGLE CUP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED 0' CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-80. WOOD SHALL BE PRESSURE -TREATED FIGURE 4: FIGURE 5: FIGURE 6: • • • ygL OW SOUTIIERN P1 E WITH AN SG OF 0.65. ALUMINUM SHALL BE 80832T5 AND BE A MINIMUM OF.12W iiFF�9 STE ;' A MINIMUM GRADE 33 AND .046' THICK (18 GAUGE}. STRUCTURAL STEEL TO BEAT • •� i ` • • • LL• i • • • • L T .126 CK ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND � 414E MA7ERW- •V • • 1• X 2.78' X .860• MULLION • see Go* es ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • `` �'�� •' �2LCENSF '• :�'p No. 58705 r9'al T i�.tv� •., FLORIOP.•rG�= A. LYI,N hill ILL' h P.E. FL P.E.O 58705 TABLE 5A TABLE 5B Mu0(on Capaolly Table b Opening Width ((or terlioa**ardM mlmons) or Opening Helght (tor hmizarta*sparft avAom) 5010 0010 70 to SO fn 9010 10D In 120 In 14007 160In emu Reatmtdar Trap ilWo. ReCWV br 7mprdmgl. Reetwoular Imprrdat. Redavular Tra4Tdm0• ReeW*m 'ft am Ractmr9Am TwpTdea9.[79.9 n9War Trap7rdmg. ftd.9dm Trep?dm1B. Rwwotm Trep/rdmla 1" x 3.126" x � Loaft L"9 Luadn9 Lo�9 L -ft Lwdns Load.t Loafing Loadn9 Loadna Loedhg4v laaan9 Leaft L-69 t0 -d" Loadn9 Tubo Mull 1' 244 3.118' 1. 2.117 1' 2.112• T 3.118' T 0.48' 0.64^ 0.324• 42 fa 170.0 020 170.0 435 170.0 744 170.0 478 170.0 888 17MO 506 170.0 992 170.0 548 1.3N' T 1.114' f -1N' mw in 1790 708 170.0 524 170.0 850 170.0 584 170.0 892 170.0 830 170.0 1133 170.0 681 170.0. 1275 170.0 677 170.0 1417 170.0 690 1577 170.0 see 135.1 1577 170.0 680 118.2 1577 170.0 880$0.626 Mh 0.0.1 SW.Wd ClIp BAS tk 3900. to 170.0 747 170.0 683 170.0 098. 170.0 631 170.0 1048 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 758 1495 170.0 768 121.5 1485 170.0 760 108.3 1495 17MO 756 46815. 54 In 170.0 797 170.0 612 170.0 958 .170.0 691 170.0 1116 170.0 754. 170.0 1275 110.0 803 186.1 1401 170.0 837 149.5 1401 170.0 856 1401 170.0 861 100.8 1401 170.0 86t 93.4 1401 170.0 80t WA 60 fn 1700 685 Wee 701 170.0 1083 170.0 797 15&6 1156 170.0 878 136.1 1158 187.0 028 123.3 1168 156.5 017 - 111.0 1156 140.7 010 1160 144.6 903 70.3 1156 1445 803 68.4 1156 144.6 903 WA 63In 170.0 030 170.0 745 159.6 1019 170.0 850 137.0 1049 155.5 860 110.8 1048 141.7 846 108.6 1049 1320 838 05.8 1049 125.5 628 1040 118.3 820 88.5 1049 118.9 $is 59.9 t049 118.9 819 640 ma BBN 18&8 955 170.0 789 139.0 955 151.3 804 119.1 955. 133.7 788 104.2 955 121.4 775 82.6 855 1126 765 83.4 955 108.4 767 . 056 89.8 740 59.6 855 98.7 - 746 521 055 08.7 748 11200. 3 AncAae X0.45' S9n.0.0. / l4GEp, Udo 1/8'Atum. (Ft.4 WA WA WA WA NIA WA WA WA WA 721n 128.5 803 134.8 697 107.0 $03 114.9 682 61.8 603 101.1 810 80.3 803 91.2 ON 71.4 SOS 83.8 849 64.2 603 78.6 $42. 53.5 693 72.2 632 45.0 803 60.8 1 628 40.1 803 69.7 621 228 &s 78 In 109.2 721 114.1 828 01.0 721 07.0 616 78.0 721 66.1 •805 8&3 721 78.5 $95 60.7 721 70.1 586 54.6 721 S&4 679 45.6 721 59.4 560 30.0 721 68.8 664 34.1 721 6&1 883 591 on 78 in 101.0 SM 105.4 638 84.2 684 88.4 587 M.2 684 78.4 576 63.1 684 70.4 567 S6.1 $94 64A 1% - $0.5 884 59.9 551 42.1 SM 54.1 541 38.1 884 51.3 536 31.0 684 50.8 634 WA 901n 65.8 614 07.0 458 $4.6 514 $7.3 448 47.0 514 50.0 440 41.1 514 44.6 433 36.6 614 405 427 32.9 $44 37.3 42t 27.4 514 33.0 412 23.6 $14 $0.4 406 20.6 514 29.0 403 660 ms 06 In 541 452 58.7 404 452 452 47.0 386 38.7 452 40.9 390 33.8 452 36.4 384 30.1 452 328 378 27.1 452 30.3 373 228 452 26.8 365 18.4 452 242 358 WE 452 22.6 355 to$tn 38.1 367 38.9 322 31.7 357 327 317 272 357 28.4 312 23.8 357 25.2 308 21.1 357 22.7 303 Me 357 20.8 288 tb.9 357 I&0 283 13.6 357 18.2 287 11.0 357 -1&0 283 111 fn 35.1 338 359 306 29.2 336 30.1 301 25.0 338 2&1 288 21.9 338 23.1 292 105 338 20.8 288 17.5 138 18.0 284 td.8 336 18.5 178 12.5 338 14.8 273 11.0 338 13.6 289 120.1 27.7 289 282 283 23.1 288 23.7 259 18.8 289 20.5 258 17.3 289 18.1 252 15.4 269 16.3 248 13.9 288 14.8 246 11.8 289 128 240 9.8 288 11.4 238 8.7 289 10.6 232 TABLE 5B NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: •• ••• • • FIGURE 3• • • • • • • • ••• q•••i ANGLE CLIP MUST BE USED IN PAIRS FIGURE 4: FIGURE S: FIGURE 8: • • • • • • TABLE NOTES: ,%mt.nuK tIA1'Aui t 7 muium r mum 1 ryinmuLA: (Dpi,) X /ANCHOR a, =--) _ANCHOR CAP.,,, MUL:.ION 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. 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. • %A.INCIR:aV(1LATION BETWEEN MULL LENGTHS ANWOR OPENING WIDTHS IS ALLOWABLE. • 3)t.AUlt" AND&AULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. • HOLE,TOBE DRn lED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. RIGURES NOINSUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C40. WOOD SHALL BE PRESSURE -TREATED • 4WBl.LOW 5011:4ERWiNE WITH AN SG OF 0.65. ALUMINUM SHALL BE 6DS3-T5 AND BE A MINIMUM OF .126' TIRICK. STEL STLMS 1D BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .12t'fHFCIVIVA3S. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND • T:Et� • • AmohorCapaehy Table ([be) - sd.0elm 2.7k Concrete 3.5k C4nc. H 4- emu FBIed CMU PT Wood Meld Anchor CGp Pe0lmis W p^o Typet 3718' loco Ubeam fl4' Eloo U48Con 6ItG Etao 3116' FJco Ubeaon 114• Eloo tlibeam 1M' 83 Flu She" Elea ur ss Eloo 010S1m1 BI28tod 012Sted A9ge0etor Ubeom AggeOetar Screw (0.5) Soraw(Ot sum(es) •• Edo. 0btmwo (.S 1' 2.1r2' 1' 244 3.118' 1. 2.117 1' 2.112• T 3.118' T 0.48' 0.64^ 0.324• Embedmentft 1-374' 1.314• I V4' 1.3N' T 1.114' f -1N' mw 1.114' 1-114' 1-114' T 1-318• 1-318' lam rat. 4) ' 2 0 411 Mh 0.0.1 SW.Wd ClIp BAS tk 3900. 390 bs 450 ®s 8901. 1844 bs 270 1b. 280 i. 354 H. 740 IIS 46815. 664 bs 1182 bS 3261bs 420 the so O. 4 Ah- ®1.19- WL 0.0.18'7mMard Mp (Sq.2j 480 Na. 700 bs WA WA WA WA 3001. WA WA WA WA WA 6m W. e" ba 11200. 4 AraMra @ 3' Min. 0.0. / m Zs8 Ao9fe mps (Fi9.3$ 7800. 780 f. 6800. 15800. 18M @, 640 ma 560 b, WA 7800. 838155 Bet W 23641. 652 V., MMS 11200. 3 AncAae X0.45' S9n.0.0. / l4GEp, Udo 1/8'Atum. (Ft.4 WA WA WA WA NIA WA WA WA WA WA WA WA WA WA 1074 W 1 Amh4rl F4tp (FI9. Sy 1858. 185 ba 228 &s 4451. 8221. fM I400n 1771. 37025 2341. 332 mS 591 on 18315. 2100. 2806. 2 AWm ®1.19- LfM. O.C. / F-Mp ft. q 240 ma 350 bs WA WA WA WA 1. WA WA WA WA WA 3281. 4201. 660 ms NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: •• ••• • • FIGURE 3• • • • • • • • ••• q•••i ANGLE CLIP MUST BE USED IN PAIRS FIGURE 4: FIGURE S: FIGURE 8: • • • • • • TABLE NOTES: ,%mt.nuK tIA1'Aui t 7 muium r mum 1 ryinmuLA: (Dpi,) X /ANCHOR a, =--) _ANCHOR CAP.,,, MUL:.ION 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. 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. • %A.INCIR:aV(1LATION BETWEEN MULL LENGTHS ANWOR OPENING WIDTHS IS ALLOWABLE. • 3)t.AUlt" AND&AULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. • HOLE,TOBE DRn lED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. RIGURES NOINSUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C40. WOOD SHALL BE PRESSURE -TREATED • 4WBl.LOW 5011:4ERWiNE WITH AN SG OF 0.65. ALUMINUM SHALL BE 6DS3-T5 AND BE A MINIMUM OF .126' TIRICK. STEL STLMS 1D BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .12t'fHFCIVIVA3S. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND • T:Et� • • EVISBu with dw FlorWa y LYNN 4f, P�•�� � 'JGENSF •''e,'P ` N0.58705 -.Go 13 �•'• S TE OF '•G(/� �'��.''•. FGORIDP.� Cj�` %NAL e\ A. L'AN MIAI8tQ;1P.E. FL P.E.S 58705 • •• •• • • • •• •• ••• • • • ••• • • EVISBu with dw FlorWa y LYNN 4f, P�•�� � 'JGENSF •''e,'P ` N0.58705 -.Go 13 �•'• S TE OF '•G(/� �'��.''•. FGORIDP.� Cj�` %NAL e\ A. L'AN MIAI8tQ;1P.E. FL P.E.S 58705 TABLE BA Mullton Capacity Table pbi;AE ' Opening Width (for ret6ce(y-speming mworls) or Opening Height (forhodmnlaP/-sparring rwAcm) 50 in so In 701n 80III so in login 120 in 1401. ISO in Reatenryllm Trep/hleng. Rwangula Tmplydeag. ReektlgWv Tref Tden9• Reetmgdar TrepRAeng. Iteetert9Wm TreF✓alen0. Reetmgeter Treprtdaip. Redengdm Tr�lfderg. Rociml9Wer Treptrda�, RaWet19ekr TreplTdang. 1 x 4 x .125 Loafing L-Ang Lmdw Leafing Leadrlg Load -9 Leedt Loedfn8 Lowing Loedn9 Loafing Leedm9 Lommg loafing Loarin9 r-aaane Lorre L��9 Atum.Tube Mullion Substrete: 2.7k Cm to 42 in 170.0 620 170.0 435 170.0 744 170.0 478 17&0 888 170.0 808 170.0 882 170.0 819 170.0 1118 170.0 52t 170.0 1240 170.0 621 170.0 1488 170.0 321 14&8 1481! 170.0 621 127.6 1469 170.0 $21 Hopow cmu 481n 170.0 708 170.0 524 170.0 860 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 877 158.3 1303 170.0 800 130.3 1303 170.0 980 111.7 t3W 170.0 080 07.7 1303 170.0 680 PT Wood 50.6251. 170.0 747 170.0 583 170.0 896 170.0 63t 170.0 1040 170.0 084 170.0 1195 170.0 723 15&i 1235 170.0 747 140.5 •1235 170.0 756 117.1. 1235 170.0 738 100.4 1235 170.0 756 81.8 1236 170.0 759 3118' Elco Utreton 54 in 170.0 707 170.0 612 170.0 858 170.0 091 170.0 1118 170.0 154 154.4 1158 170.0 803 137.2 1158 )m.0 837 123.5 1158 170.0 850 102.9 1158 170.0 891 88.2 1158 170.0 861 77.2 1138 170.0 WI 114' Elco U9aton Win 170.0 883 170.0 701 188.7 1042 170.0 797 142.9 1042 161.1 832 123.1 1042 11&7 815 111.2 1042 136.8 e01 100.0 1042 130.2 791 834 1042 12&/ 702 71.3 1042 125.1 782 82.5 1042 123.1 782 1' 63 In 170.0 930 170.0 143 151.2 992 163.8 818 t29.6 992 144.4 799 113.4 992 131.0 782 100.8 882 121.4 768 90.7 082 114.8 758 73.6 992 108A 745 64.8 992 168.0- 744 58.7 992' 108.0 744- 3.178• __ _ _ __ _- _ __. _ . _ -_ _ - 68 In I. 847 170.0 789 137.8 847 148.0 788 118.1 947 130.3 788 103.4 917 117.7 752 91.8 847 1087 738 82.7 947 102.2 M7 88.9 947. &M1.1 713 59.1 947 94.0 711 - 61,7 847 94.0 711 2.12`r Min 13&9 848 142.7 737 113.2 849 VIA 722 97.0 849 108.8 708 84.9 849 96.4 8118 75.3 849 88.7 6% 67.0 849 82.7 675 68.8 849 75.3 659 480 849 M.5 652 42.5 849 M.4 651 0.48' 0.64• 0.324' • • • Embedment ll.# 76 In 11&S 762 120.7 886 98.3 762 .102.6 662 02.3 762 90.0 840 72.2 782 80.9 828 64.2 762 742 M 57.8 762 8&2 813 4&1 762 37.8 802 41.3 762 59.0 397 36.1 762 59,4 593 1374' 781n 108.9 M4 111.4 634 89.0 M4 84.6 621 7&3 724 02.8 609 66.8 M4 74.4 Me 39.4 ' 724 09.1 591 514 724 03.4 683 44.8 M4 573 373 382 M4 54.3 567 33.4' 724 63.8 905 1414• 901n 69.6 543 7t.8 483 58.0 543 80.7 474 49.7 $43 52.9 488 43.8 543 47.1 488 38.6 543 42.8 452 34.8 643 39.5 446 20.0 543 34.8 430 24.8 543 32.1 430 21.7. 543 30.7 426 r 06 In 57.3 478 50.9 427 47.8 478 49.7 419 40.8 478 43.2 412 3&8 476 36.5 406 31.8 478 34.8 400 28.7 476 32.0 395 23.9 778 - 2&1 388 20.5 478 2&8 380 17.9 478 24.2 376 2 And= @ 4.73' Wm tool. 40.3 377 41.1 341 33.3 377 34.6 335 2&e 377 30.0 330 25.2 377 28.6 325 22.4 377 24.0 321 20.1 377 22.0 317 16.8- 377 19.0 310 14.4 377 17.1 304 460 @3 111 l. 77.1 357 37.8 323 30.9 337 31.8 318 2&3 357 27.8 313 74.2 357 24.4 309 20.8 337 720 305 18.5 337 20.1 301 1&4 294 280lbs 120 in 29.3 300 29.8 279 24.6 708 2S1 274 21.0 308 21.7 270 18.3 309 19.2 287 16.3 306 173 283 740 me TA 694 W 144 In 17.0 212 172 198 328 me TAR[ F RR NOTE: FOR THE OFFSET CUP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. ANCHOR CAPACITY ADJUSTMENT FORMULA: =ANCHOR CAP.,,, USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE & FIGURE 9: TABLE NOTES: • Anchor Capitally Table (Ibs) • • • • • • Substrete: 2.7k Cm to 3.64 Cane- • a i Hopow cmu 40 • i) SEE"EET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE F91ed G4U PT Wood Metal Artt2lor Clip Pa6em5 MCIIw Type: 3118' Elco Utreton 1!4' eco lAUeeon SI18' Eko UOeaai 3118' E1w llittfltm 114' Elco U9aton fir SS Eleo SH6' Elco I/4' SS Ek0 0108teel 012 Steel 012 Steel AggreOYm Utrecon AVeG9tm Sarwv(G5) Sum (06) Screw (G6) Edge DkWM (l. 1' 2.717 1- 2-10 3.178• 1' 2.112' i' 2.12`r 3 -IM r 0.48' 0.64• 0.324' • • • Embedment ll.# 1.314• I$'4' 1.3'4• 1374' r 1-174• 1.114• 1414• 1-114• 11-114' 1-1/0 r 1.318' 1-318• (ee9n01e 4) 2 And= @ 4.73' Wm O.C. / StwMd C9p (Rg, f w 2): 390 We 300 m9 460 @3 880 els 1644 m3 270 Me 280lbs 314IOs 740 me 466 ms 694 W 1182 ms 328 me 420 ®9 No ms 4 Anchm6 � 226- W. O.C. / Slmdmd CUP (Fig.3 700106 700 m9 See the 1410 ms 9520s WA 560Ibs WA 630 m6 WA 680 ms WA 652 no 840 me ttm lDs B Anchor ®1.16' Ml..O.C. / 8landvd CUP (AS. 880 Us 14000s WA WA NA WA 760109 WA WA WA WA WA 1304 ms 1880ms 2240166 4 Anchors ® r Wn. O.C.1(2) 216Arf�e CUPS pig. 5}: 7800s 780Its 800 ss 17800s 3288 as 540 lbs 660 M 708ms 1480 ms 936 ms 1328 as 2364 ms 652 ms 8401A 1120 6 And=Q r Nn. O.C. / (2) 2x8 Anja Cops (Fig. 6y. 1170108 1170 ms t0201bs 2340 We 2844%s 810 ms 840 ms WA 1140 m3 1404 ms 1320 ms 3546 m9 978 lbs 1260 ms 1880 0s 4Anchm ® 0.45 Wn. O.C./ LKtIA Delo 12• Altai. (rig. 4 WA WA WA WA WA WA WA WA WA WA WA WA WA WA I4S2 ms 2Anchme ® 2.28' WIn.O.C. f Ftp (Fl& ej 3501da 350 m 28006 705 4786s WA 280166 WA 316 Ms 006 440 ms 0 ms 326 ms 420 Un SBO ma 4 AtwhM IAV Ml.. O.C. I FCUp(Fig. 9$ 48001 70oms WA WA N7A WA 380 ms t(fA WA WA WA WA 85206 640 ma 112006 NOTE: FOR THE OFFSET CUP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. ANCHOR CAPACITY ADJUSTMENT FORMULA: =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. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE & FIGURE 9: TABLE NOTES: • • • • • • • • • a i • 40 • i) SEE"EET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE • • • 46HENTS 2-4 FOR GENERAL INSTALLATION METHODS. • • • • • • • • • ~ • • �) L(N&t INTERPOLATION BETWEEN MULL LENGTHS ANDKIR OPENING WIDTHS IS ALLOWABLE. • • 41,41411 • • • • 1) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DMNSIONS, SEE SHEETS 18.20. HOLES FIGURE 8: - FIGURE 8: FIGURE 7: TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW • • • • SUGGESTED, APPROXIMATE HOLE LOCATIONS. • • • • • • • • • • • • • � • • • • • • • • 4�4,}'$�BS S: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS. HOLLOW AND GROUT FILLED E UNIT (C6M1) BHALL CONFORM TO ASTM G90. WOOD SHALL BEPRESSURE-TREATED YELLOW • • • • ,eY$NCR 4►4 ijTF1N INE WITH AN SG OF O.b6. ALUMINUM SHALL BE 8083.76 AND BE A MINIMUM OF.128' THICK. STEEL ANGLE CLIP (FIGURES 8&6) MUST BE USED IN PAIRS. • • • • • • �T11D3 i0 BTc A MINIMUM GRADE 33 AN0.04G THICK (18 OAl1GE� STRUCTURAL STEEL TO BE AT LEAST .126' THICK • • • - • AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • with ate Flotilla mulm, ,,\', ( LYNN 4f� '.�� •' VCEN.... F'P No. 58705 * ' r3 f u` .TAE :� O��.S•.,FCORIOP••�j� A. LYf�VrMILL�R P.E. FL P.E.S 58705 TABLE 7a rna c oQ TABLE NOTES: OC 1�) �SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION OC 4>f0��. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. •YIN MulOon CapecIty Table InbsM • AnohorCepac8yTable (Ibs) • • Openkg Width (fof vaNcaOy-9parrdflg MUM=) 0 pening Heigilt (for hotlmrdWsperrditg na icons) • ~ • • j •• M iv AINTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. •3) MULIION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 5010 $01. 70 in - 801. 901. loo 1. 1201. 140 b1 2.79 C4rtmle too In Rectangular TtaD/Mang. Rectangfl. TWdmS Rectanple, Tmplfdang Fetft gtaer TWlnfng. Reaangofar Trap/Tdanii. ltectangaiar T1.PIIOang. Raclatoguler irapfidang. ReUangWar TmpRdartg. RectengWer Tmprtdeng. 1x4x.378 Loadfrq Lem Ing Loadbl9 Loadhg Loading Leading Load" Loedtn0 Loading Loading Loaning Loading L99dng Loafing Loadag Lo ft Load" Loadng Atum. Tube SW, Into Ubacon gg qg U4• Elco LMracco 114.85 Elco 6516• Elco - AggfeGatcr Wracon a 412 Steel SLAW (G5) 112 Steel SCOWIG5) 0 g bI g a1 g� s4210 1' 2-1tr f• 2.112' 3 -lir I. 244 1• I 2-Irr r 1 3-178' 1 2- -0.48' 0.64' 03 170.0 620 170.0 435 170.0 744 170.0 478 NO INA 606 170.0 992 170.0 519 170.0 1116 170.0 521 170. 1240 170.0 521 170.0 1488 17&0 621 170.0 1735 170.0 521 170.0 1563 170.0 521 1.314' 481. 170.0 708 1700 524 170.0 850 170.0 504 982 170.0 630 170.0 1133 170.0 661 170.0 1276 170.0 877 170.0 1417 170.0 680 170.0 1700 170.0 600 ["o-00 170.0 1983 17&0 080 151.8 2024 170.0 NO60.6X5 1-I=W in 170.0 747 170.0 563 170.0 896 170.0 631 1046 t70.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 766 170.0 1793 170.0 766 156.0 1918 170.0 756 136.5 1910 170.0 768541. 3N Its 700 PA 460169 680 Obs 17&0 797 170.0 612 170.0 858 170.0 691 1116 170.0 764 170.0 12M 170.0 803 170.0 1431 170.0 837 170.0 1594 110.0 858 t59.9 1799 170.0 Sol 137.1 1789 170.0 881 120.0 1798 170.0 861 468Ib8 WA 6010170.0 885 170.0 701 170.0 1063 f70.0 797 1240 170.0 878 170.0 1417 - 170.0 944 170.0 1594 170.0 998 155.5 1818 170.0 1033 129.8 1619 170.0 1063 111.0- 1818 170.0 1063 87.2 1619 170.0 1003631. 1400 ibe WAWA IMO 930 170.0 745 170.0 1116 170.0 850 1302 170.0 940 170.0 1488 170.0 1015 156.7 1542 170.0 1076 MIX 1542 170.0 1122 117.5 1542 168.5 1158 100.7 1142 167.9 1187 88.7 1642 107.9 1167 D. WA 60 In 1750 974 WOO 789 170.0 1169 170.0 903 170.0 1364 170.0. tNo 160.0 1472 170.0 1098 142.8 1472 188.8[�41 128.5 1472 158.8. 1130 107.1 1472 147.8 t108 01.8 1472 146.0 1104 80.3 1472 146.0 78D Me 7210 170.0 1083 170.0 876 170.0 1275 170.0 1009 150.8 1320 188.2 1101 132.0 1320 149.9 1082 117.3 1320 137.6 105.6 1320 128.8 1049 88.0 1320 117.0 1024 76.4 1320 112.6 1013 66.0 1320 112.0 1012 708 ns fum 170.0 1122 476.0 937 149.8 1184 169.4 1013 t282 1104 139.9 994. 112.2 1184 125.7 878. 89.7 I184 118.3 89.8 1164 107.3 952 74.8 1181 97.8 935 89.1 1184 83.1 927 56.1 1181 92.3 925- 6Anchors @ W MI. O.C.1(2) 2x6 Angle Cips (Ftg. 6): 11701Ds 78in 186.1 1124 170.0 981 138.4 1124 147.0 965 It8.6 1124 126.8 947 103.8 1124 115.8 931 92.3 1124 105.6 03.0 1124 90.6 809 69.2 1124 89.0 890 69.3 1124 84.3 881 $1.9 1124 83.2Nin 1140076 1404109 108.1 444 111.5 M 80.1 844 94.3 736 77.2 844 62.1 724 67.6 844 73.3 712 60.1 844 8&551.0 844 61.4 693 45.0 844 542 678 38.6 844 50.0 899 33.8 844 .47.7 662 WA 08 in 89.1 742 91.6 683 74.2 742 77.2 ON 058 742 872 8U 65.7 742 59.8 831 49.674264.1 44.5 742 49.837:1 742 43.8 80D 31.8 742 39.8 590 27.8 742 37.8 694 WA loam 62.8 588 63.9 530 52.1 588 53.8 62f 44.7 586 4&8 613 39.1 568 CA 505 34.8 588 37.3 31.3 Egg 34.2 492 2e.1 686 20.6 481 22.3 NO 26.6 472 1&5 588 24.7 466 '18.0 535 224 442 705lbs 111 N 57.6 631 We 603 46.0 5SS 49.5 405 41.2 853 129 477 36.0 555 3&0 480 32.0 555 34.2 473 2&e 551 31.3 4131 24.0 555 27.1 457 20.6 559 24.3 448 280 iba . 12010 158 475 48A 433 38.0 475 39.0 426 326 475. 33.7 - 420 28.5 475 29.8 {14 23.3 475 28.8 408 228 475 24.3 404 19.0 479 21.1 389 �� 18.3 475 1&7 387 74.3 471 17.2 361 5511 ft 4 Awbom 0 IAA Mid. 0.C.I F.COp (F ii" 480@9 700019 WA WA 1441. 28.4 330 28.7 301 22.0 330 22.4 301 1&9 330 1&3 297 Me 330 17.0 283 rna c oQ NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. %NCHOR CAPACITY ADJUST MEN 11•URMULA: (OP-) X \ ANCHOR CAP % .,„Y,,,, \ . ANCHOR CAP.,,, MULLION CAP.,,:„,>, USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE & • • • • • • • • • • • 4P TABLE NOTES: OC 1�) �SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION OC 4>f0��. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. •YIN • AnohorCepac8yTable (Ibs) • • • • • ~ • • j •• M iv AINTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. •3) MULIION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS Subslmie: SOWN ON SHEETS 18-20. FIGURES SOW SUGGESTED, APPROXIMATE OLE LOCATIONS. 4) Sl j T-FILR fj5: CONCRETE SHALL CONFORM TO ACI 301 FORM TO STM C HOLLOW AND ORaDUT-RBIrR rATED ELL BLOCK UNE (CMU) SHALL CONFORM TO A8TM C•90. WOOD SHALL BE •PRl964)REn(RBATEDYELL0W SOUTHERN PINE WITH AN SG OF 0.86. ALUMINUM SHALL BE � � 1 f�). STRUCTURAL STEEL TO BE ACK TLLEAST .126' THICK AND A38 STUDS TO BEA MINIMUM GRADE CHORS • INTO ETAL 9HALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 2.79 C4rtmle 3.6k Canc. Hdlow CMU Filed CMU PT Wood meal Ardor Clip Pall6nlS Anchor W. 3/18' Elea lltireurotr 114• Elm UUeCM SW, Into Ubacon 3/18' Elco Utmcon U4• Elco LMracco 114.85 Elco 6516• Elco - AggfeGatcr Wracon 1A1' SSE[= 0108ted AffaGsta SCM(G5) 412 Steel SLAW (G5) 112 Steel SCOWIG5) Edge Cistence(ln): 1' 2-1tr f• 2.112' 3 -lir I. 244 1• I 2-Irr r 1 3-178' 1 2- -0.48' 0.64' 03 Embedment ft I -WV 1114• I-v,4r 1.314' r 1-L4• 1.114' 1.114• INV J.JW 1-I=W 2' 1.318• 1.38' (seea0le4) 2Andwr9@4.76'MN. O.C./ Standard CUP(Fig. l or 4 4 AncIW @ Z25- MIA O.C./ SWMCUP fig. 3j 360 Ora 700 Me 3N Its 700 PA 460169 680 Obs SN Bm 1410 We 1044 IDs 952 on 270 lbs WA 28004s Nome 3541bs NA 740 O4s ON In 468Ib8 WA 654 -Ws- aw Ibs 1182me WA 328@9 052 On 420 me 840 In 518 are 11201hs $Andtaa®1.IU'LULO.C.IStMdard CEpgV.41 SIOUS 1400 ibe WAWA WA WA 760 Me WA WA NA WA WA 1304 Ws 1680 On 22401Ds 4 Anctlas®3•No. O.C. I(2) 256 Angle pips ft 6} 78D Me Mens ON IDs 17801bs 328806 MO Me 6601bs 708 ns 1460 Ors 9361be 1328Ibs 2384 Rs 65200 840 We 1120 fbs 6Anchors @ W MI. O.C.1(2) 2x6 Angle Cips (Ftg. 6): 11701Ds 1170W9 102D Ills 2340 ms 2844 Bs 810 @e 84OMS - WA 1140076 1404109 132D PA 35481bs 978 W8 12801bs 1880 (b9 4 Ancttgs 00.46 ft. O.C.1 U-Mp, WO tIWAnn. (Fig. WA WA WA WA NA - WA WA WA WA WA WA WA IgA WA 1432 Ors 2 Roches ®226• MIn.O.C.1 FCtlp (Flg. Br 3N IDa 3N @s 2N its 705lbs 478 ft WA 280 iba . WA 315169 Olbe 440019 O Is 3281bs 4201ba 5511 ft 4 Awbom 0 IAA Mid. 0.C.I F.COp (F ii" 480@9 700019 WA WA WA WA 3801be WA WA WA WA WA 6520 I &0169 1120 qm NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. %NCHOR CAPACITY ADJUST MEN 11•URMULA: (OP-) X \ ANCHOR CAP % .,„Y,,,, \ . ANCHOR CAP.,,, MULLION CAP.,,:„,>, USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE & • • • • • • • • • • • 4P TABLE NOTES: OC 1�) �SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION OC 4>f0��. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. •YIN • • • • • • ~ • • j •• M iv AINTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. •3) MULIION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS FIGURE 6: FIGURE 6: FIGURE 7: • • • • • • • • • • • • • • • • • • • • • • • • • w • • • • • ANGLE CLIP (FIGURES 5&8) MUST BE USED IN PAIRS. • • • • SOWN ON SHEETS 18-20. FIGURES SOW SUGGESTED, APPROXIMATE OLE LOCATIONS. 4) Sl j T-FILR fj5: CONCRETE SHALL CONFORM TO ACI 301 FORM TO STM C HOLLOW AND ORaDUT-RBIrR rATED ELL BLOCK UNE (CMU) SHALL CONFORM TO A8TM C•90. WOOD SHALL BE •PRl964)REn(RBATEDYELL0W SOUTHERN PINE WITH AN SG OF 0.86. ALUMINUM SHALL BE � � 1 f�). STRUCTURAL STEEL TO BE ACK TLLEAST .126' THICK AND A38 STUDS TO BEA MINIMUM GRADE CHORS • INTO ETAL 9HALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL ••• • • • • ••• • • ••• • • • ••• • • S7! RIIVISBD gwithlheFtedde \\"-,%.YNN i OcENSt • ,• .p * ' No. 68705 ' i0••. S�TAI •�. S;F...... P. •.G��� S 4 A. [ NN1pbMC5W P.E. FL P.EJ168708 TABLE 8A TABLE 88 Anchor Capacity Table( __ -- _--- aubettaie: 2.7k Concrete - Mu01on Capacity Table (Ibatft) -IwwwtMU ---- --I Fillod CMU PT Wood Mdel Anchor Clip Falls" Anchor type: Opening Width (for Stedcafly-sparlrllrlg mWom) or Opening Height (tor haftoNely-spanning muMorl9) 1015 Eko t9tra4on 3/15 EIw lf2racon 1/4• Elco Ulm,a[I 114• SS Eke 5110' Moo 174• SS Mee 010 Steel 012 Steel912 Steel Uflre AggreOator can Aggregator 8orew(O61 3crewt65) Bcreri(GS) Edge Ctlatenea M7 501. z-tm 6010 701n Sok 3.111• 80 in 2-t7r Joel. 12010 14010 1601. r 1.25" It Rectanguim 7-01il 179. ReetalgA. IWPMbn . Reclangular TreP`rda". R."ne"ler TrepJ'dmp. Rectangular T[ap:Tde". Reaan9ulm Tat"etg. Rectargalar Tr.pRAan9. Reota"ufar Tr. deng. Rectangular TmplIda". 1-114• Load" Leedng Loading Lwals Loadnp load" Load" Loco'^.p 1.378• 1:318' Load" Load" F .+: _ .F !.-Ang Loadrg F F F .F Load" Load" z• .F F F 0 Loedblg t r Loeb p a I a Load119 Loafing a f e r t .a I r _ 3.18811 x .265" Alum & _ _ _ & _ ,&• _ _ F _ Tube Mull 354 [be 740 ko 468 Me 684 Ills 1182 ft 3261m 420 Ns 5600. 4 Anchore @ 1.15 Mie. 0.G r Standard Cap (Fig, 2t 7001b. WA WA WA WA 3601bs WA WA §�$ WA WA 652 IN W IDs 112016. 4 Anch" 0 r Mtn. O.C. 1(2) 2IS An& Cape ( 31: 780lb. SM Im IWO k. - 640 ft 560 k. WA 7801bs 038 Int 88810. 2384 lbs 6521m 04016. 1120Im 4 Aronae • 0.46• MILL O.C. r LLCOp, Into 118' Alum. (Fig. 4t t ArWlm % F4;,1P (Flg. 67 WA 1051bs WA 225 ma WA _ 4451m _ WA .. - 87110. WA ----'-' 135 all WA - 140 ka WA 177109 WA 370103 WA 234109 WA 332IDs WA ---- 581 ks WA WA 183.1m 210M 1432 ms 280 Pos 2 Arohom ®1.15 Min. O.C. r F -Cap (Fig. 87 170.0 1116 170.5 170.0 t275 170.0 521 1705 ..: t 0 : 5::1� . b5 1.. 677 170.3 1417 I7a51 680 154.8 1548 170.0 65: :32.711548 � 170.0 E83 116.11 ::.;4 :;C.:. 64: WA 4210 170.0 6zo 1Ta0 435 17.0 741 170.0 ala 17x0 968 170.0 508 17ao 992 1r9.3 519 WA 481n - 770.0 708 17x0 524. 170.0 850 170.0 584 170.0 982 17Q0 839 170.0 113$ 170.0 661 WA 30.625 in 170.0 747 170.0. 663 . 170.0 896 17oll 631 170.0 1046 170.0 am 170.0 1195 170.0 723 170.0 1345 170.0 747 187.0 1488 170.0 758 139.2 1488 170.0 758 119.3 1468 170.0 1 756 104.4 1468 170.0 756 641n 170.0 707 170.0 612 170.0 936 170.0 Sit 170.0 1118 170.11 764 i7Q0 1276 170.0 803 183.1 1376 170.0 837 170.0 866 USSr-7' 122.3 1378 170.0 MI 704.8 1378 170.0 Sgt St.'/ 1376 170.0 861 60 In 170.0 855 170.0 701 170.0 1053 170.0 797 - 108.8 1158 170.0 878 IXO 1158 167.4 930 123.6 1158 156.8 919 111.2 150.0r422 92.7 1168 144.8 905 19.4 1158 144.8 935 69.5 1158 144.8 905 6310 170.0 930 170.0 745 160.1 105t 170.0 858 137.2 1051 165.9 882 _ 120.1: 1051 142.0 SO 108.7 1051 132.3 837 98.1 125.7 80.1 1051 t19.5 622 68.6 1051 119.1 821 80.0 1081 '119.7 821 e8m 1762 181.1 957 170.0 789 139.3 957 151.6 805 779.4 957 134.0 790 104.4 .957 121.6 777 92.8 957 112.8 767 03.6 108.6 69.6 all? 100.0 750 59.7 957 '98.9 748 522 807 98.9 743 1,., 128.7 804 135.2 698 107.3 804 1152 684 91.0 - '804 101.3 671 60.4 ION 91.4 660 71.5 804 84.1 650 64.4 78.8 53:8 6% 72.3 633 46.0 804 69.9 629 40.2 804 69.8 628 76 in 109.4 722 114.4 IAO 91.2 722 97.2 518 762 122 85.3 606 68.4 722 78.7 598 60.8 722 70.3 588 54.7 85.5 45.6 772. 59.6 570 39.1 712 58.% 565 34.2 771 562 WA 781n 1012 685 105.6 600 84.4 685 89.8 - 686 71.3 665. 78.8 577 63.3 685 70.6 688 582 655 64.6 560 50.8 685 60.1- 42.2 6116 54.3 543 - 38:1 586 51.4 537 31.6 865 50.7 636 90 In 65.9 516 68.0 457 54.9 615 57.5 448 47.1 515 50.1 441 412 516 44.7 434 36.6 515 40:8 428 33.0 516 37.4 27.5 515 33.1 413 23.5 515 30.5 407 20.8. 515 28.1 404 96 in 54.3 453 66.8 404 45.3 403 47.1 397 38.8 463 41.0 391 33.9 483 38.4 381 30.2 463 33.0 379 27.2' 453 30.4 374 22.6 463 26.6 366 19.4 453 24.3 360 17.0 453 22.9 356 108 in 36.1 308 39.0 323 31.8 358 32.8 316 27.2 568 28.4 313 23.8 3511 262 3118 212 358 22.7 304 19.1 356 20.8 300 15.9 368 11.0 293 111 k 35.1 338 35.8 308 18.3 338 30.1 301 261 338 261 297 22.0 338 232 283 18.5 338 20.9 289 - 17.8 338 18.1 285 1201n 27.8 290 28.3 284 23.2 290 260 78.9 290 Z0.8 208 23.8 t7.4 280 18.2 263 13.4 280 16.4 _ t44k 161 201 183 186 TABLE 88 Anchor Capacity Table( __ -- _--- aubettaie: 2.7k Concrete - 3.6k Coro. -IwwwtMU ---- --I Fillod CMU PT Wood Mdel Anchor Clip Falls" Anchor type: 3/15 800 UareWl SW El. M -con 1015 Eko t9tra4on 3/15 EIw lf2racon 1/4• Elco Ulm,a[I 114• SS Eke 5110' Moo 174• SS Mee 010 Steel 012 Steel912 Steel Uflre AggreOator can Aggregator 8orew(O61 3crewt65) Bcreri(GS) Edge Ctlatenea M7 r z-tm r 2-v2• 3.111• 1• 2-t7r r 2-trr r 3.118• r 0.49, 0.64• a324` Embedment(In7 1-r1314• 1374` 137P T 1.1/4• 1-1(4' 1-114• t-174" t-1/4' 1•v4' r 1.378• 1:318' (gee lice 41 2 Anolrom • 4.75 Mh O.C. / Stentlard CAp ( 1):t240lbs 390 We 4601m 890 R7- 189 270164 2801m 354 [be 740 ko 468 Me 684 Ills 1182 ft 3261m 420 Ns 5600. 4 Anchore @ 1.15 Mie. 0.G r Standard Cap (Fig, 2t 7001b. WA WA WA WA 3601bs WA WA WA WA WA 652 IN W IDs 112016. 4 Anch" 0 r Mtn. O.C. 1(2) 2IS An& Cape ( 31: 780lb. SM Im IWO k. 16981m 640 ft 560 k. WA 7801bs 038 Int 88810. 2384 lbs 6521m 04016. 1120Im 4 Aronae • 0.46• MILL O.C. r LLCOp, Into 118' Alum. (Fig. 4t t ArWlm % F4;,1P (Flg. 67 WA 1051bs WA 225 ma WA _ 4451m _ WA .. - 87110. WA ----'-' 135 all WA - 140 ka WA 177109 WA 370103 WA 234109 WA 332IDs WA ---- 581 ks WA WA 183.1m 210M 1432 ms 280 Pos 2 Arohom ®1.15 Min. O.C. r F -Cap (Fig. 87 360 ka WA WA WA WA .180 int WA WA WA WA WA 328Int 4201bs SBO lbs NOTE: FOR THE OFFSET CUP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. RRVRVR UMYN411 i NUJU.71fY1CR1 YURMULIi: (DP,,,,) X ( ANCHOR CAP.,,,,,,.,,,) =ANCHOR CAP.- MULLION CAP.„u„•,,, USE THIS FORMULA TO OBTAIN THE *ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN R 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 Florida FIGURE 1: FIGURE 2: F- 1260 -{ Gy7 aUoto o 6 TABLE NOTES: lay • • • • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION A)• Hm-?adeP Cl Canto ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 11711 I i ! 77/ FIGURE 3: • • 966 • • • • • • • �R45A-R INTERPOLATION BETWEEN MULL LENGTHS ANDIfOR OPENING WIDTHS IS ALLOWABLE. ` ��ON`(• • . • • Iv •,.7yjj��� • • • EjLL�A AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE 3.188 \,\CENSg '•.• • • • • CLIP MUST • • a �y01d' HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS • • BE USED O ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 2W _ No. 58705 IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND - GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-0. WOOD SHALL FIGURE 4: FIGURE 6: FIGURE 6: • 000 • • • • • ••, -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.66. ALUMINUM SHALL BE STor • • • • TS D A MINIMUM OF .126' THICK, STEEL STUDS TO BEA MINIMUM GRADE 33 AND �i '� '•.,F! ORWOP. Cj.=� •••� • ••• • 126'X 3.188 X 266' MULLION 7 • r • • • • • • • ( GAUGE}. STRUCTURAL STEEL TO BE AT LEAST .125 THICK AND A38. ALL (1.1103• VF MULLION) SS( . •• • • G� 1�� • • • • • • • AFC R METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL . ONA,W� \ • • • • • • • A. LYNN�IiLl�tt,\P.E. FL P.E.#58706 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • - • •• •• • • • •• •• T Mullion Capacity Table b- OpaNng Width (for \erticeitXspeming mWott9) orQpentng Height V-h0ftmt 0,7-apaM -AOns) 601. 80M "in 8o in sofa 100 in 120 in Met. 1801. ler 7tePRdeng. 14o�im14e7 Tmp/Meng. Reo5111Udw Tmp7Tden8. Redwrpulnr TrePTden9. Raotenguler Tralium9. Reolerre•I• 7mpTdwr9 Rootenealer T.Pff v. Reoterlgtanr Tr3Mrde.g. Rao Tw 2 x 4x.26 LoadnB Loadn9 Loadne Loaals LO -ft Loadr• LoadnB L•adr19 Lo ft L.oadng Lowing Loafts I Loadr! Loadnp Loadaf9 Loadr• Loadkg Munillit Jj 42 In 170.0 820 170.0 438 170.0 1" 170.0 478 170.0 986 170.0 SOB 170.0 992 170.0 519 170.0 1118 170.0 921 IMA 1240 110.0 521 170.0 1 170. 1 17x0 1738 170.0 821 170.0 1983 MO 821 46 In t7o0708 17&0 824 170.0 860 IM.0 5114 170.0 992 170.0 930 170.0 1133 17x0 881 170.0 1275 170A 677 170.0 1417 170.0 880 170.0 1 0 170.0 1983 170.0 880 170.0 2787 170.0 880 ..505261n 17x0 747 170.0 583 170.0 898 170.0 831 170.0 1048 170.0 684 170.0 1185 Inc 723 170.0 1348 170.0 747 170.0 1484 170.0 756 170.0 1783 170.0 170.0 2092 170.0 758 170.0 2381 170.0 788 84 in 170.0 707 170.0 812 170.0 988' 170.0 691 170.0 the 170.0 764 170.0 1276 170.0 803 770.0 1434 170.0 837 170.0 1684 17x0 858 170.0 1913 17&0 881 170.0 2231 0 881 -so in I70.o 868 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 978 17&0 1417 170.0 944 170.0 1094 170.0 M 170.0 1771 110.0 1033 170.0 2125 170.0 1083 170.0 2478 1 083 180.8 2880 170.0 083 170.0 930 170.0 740 17CO file 17x0 860 170.0 1302 170.0 910 170.0 1488 I70.0 1018 170.0 1873 170.0 1076 170.0 1859 170.0 1122 170.0 1231 170.0 Ilse 188.7 2553 170.0 1 1171 Mtn 170.0 974 170.0 789 170.0 1168 170.0 903 170.0 1384 170.0 1002 170.0 1588 17xO 1088 170.0 17W 170.0 1166 170.0 1948 170.0 f2i0 170.0 2338 17CO 1275 181.9 2437 170.0 1288 132.9 207 170.0 1258 1083 170.0 678 Me 1276 170.0 1009 I70A 1488 170.0 1126 170.0 1700 170,0 Me 170.0 1913 170.0 1316 170.0 2125 170.0 MOT 145A 2184 110.0 Has 124.8 2184 170.0 1528 1082 2184 170.0 1630 170.0 1112 170.0 937 170.0 1348 170.0 1080 I70A 1870 I70A 120.9 170.0 7784 170.0 1322 185.1 1980 170.0 1421 148.0 IBRO 170.0 1608 12'3.8 11160 181.8 1818 108.1 1880 164.0 1535 829 1880 162.7 1531 170.0 1161 170.0 987 170.0 1381 170.0 11t8 t70A 1811 170A 1280 170.0 1842 170.0 1369 1627 1881 170A 1474 137.4 1861 t63.1 1500 1145 1861 147.3 1473 982 1861 139.8 1459 85.9 1861 137.8 1454 r12170.0 170.0 1328 17&0 1144 149.1 1388 18&0 1219 127.0 INS 138,0 Ilea 111.8 1398 .3 1179 89.4 1398 110.2 1182 8&6 Me 101.8 1147 74.6 1398 885 1172 83.9 1398 827 1105 65.9 /398 78.8 1096147.4 1718 181.6 1098 122.0 1229 IVA 1078 108.3 1229 1412 1 1 98.9 1044 8t5 1228 89.8 1029 73.7 1219 924 1018 61.4 1228 72.2 093 52.7 1220 66.8 9Tr 46.1 1228 62.1 9871035 W1 105.8 877 60.3 071 09.0 662 74.0 971 77.2 64 84.7 1 68.4 837 87.5 971 61.6C47.7 1 871 49.0 768 37.0 971 44.0 782 32.4 971 40.8 771 86.4 819 87.3 832 7&5 018 81.0 619 68.1 018 70.8 808 919 82A 7114 63.0 919 68.7.7 918 44.8 768 819 401 742 285 818 57.11201. 765 766 78.8 718 67.9 788 84.6 706 63.8 788 63.8 696 472 788 49.4 880 415 786 44.4.5 MR18.2 786 34.8 863 27.0 788 31.0 846 235 788 28A 831 1441. 43.7 840 442 804 3d4 618 57.0 486 312 648 31.9 4111 27.3 818 281 486 24.3 618 155.2 648 195 484 155 SIB 171 469 13.7 648 16.5 448 TABLE 9B n r r.-.- =ANCHOR CAP.,,, USE THIS FORMULA TO OBTAIN THE *ANCHOR CAPACITY REQU82ED• 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. Florid. CIRCLED VALUES ARE USED 64 THE EXAMPLE ON SHEET 21. FIGURE 1: FIGURE 2: FIGURE 3: IG E 4: 2,006• utt Contra • • • • • • • TE NOTES: - ABI \\\11111 r11j1 • • • • • • • ) E 9HEETi1 SOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-0 FOR , • • • • • • • E�ERRL IIIISTALI.ATION METHODS. : 't�;•'•�\(,ENS�c •''�F•Q FIGURE 6: FIGURE 8: • �2) 4YY `;brOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. .. •'. • • • • • • • • • • • 4000• N0.58705 • • • • 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE 1?S I• .; • • LOCATIONS. t �� %�0 STA It O R. FIGURE 7: FIGURE & FIGURES: FINE 10: • • • • • • • • ANGI.ECUp •4) SUB 7M CQr1CRETE SHALL CONFORM TO ACI 301'SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT �'O�'••.!4'(.pRIpP, • • . rp. If] •(CMU) L ' TO ASTM _90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.55.•VUS' eEUS�b • ALI11MIliUM46Hgl Blc 8083 -TS AND BE A MINH4)UM OF .126• THICK STEEL STUDS TO BE A MWIMUM GRADE 33 AND.045' THICK (18 2• X r X .25• MULLION •77114H11• ? • GAUG119. S1RU•TUl8AL STEEL TO BE AT LEAST.125'THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 7 t7!!''� t 1SSR, IN PAIRS. THREADSBEYON9 THE MATERIAL A. LYNN M1�1.ER, P.E. FL P.E.# 58705 AnohorCapachy Table (Ibe) 83bsireta 35k Caro. HaBavCMU Fined CMU PT ood Meal AtIC)fOr Clip Paltarre An�Of 9/18• Elco Ulmo Ur eao UUeoon 5(le Elco UOeean elle' @0.o Ubaoon ttr Eiw tl0aomeOetw IJV as Eton 8118' Elco ttd• as Elco 910 8tae1 llMaeon Ag9re0ata ewew(oB) 612 $Iasi 98»0.(05)J.%4 1112 81ee1 s) Edna D emnoe SnY. r 2 -ire r z -ire Sire r a trr r 2•ue 7 3-1w z 0.48 a5l EmbefteM Pn Tarr 1-wr 1314• 7 1-114' 1414• mir 1 -Ira• 1414• 1.11r r tare• I.SW 4) 2 Anshas@4.75'Mb1. 4C./8tmidmd C9pft 1.4 390 On 390108 4600. 890 Ib. Ie440m 270163 290168 354 ft -740 m3 468Rs 684 ft 118216• 328 420 ms 740168 740 P. 1424163 WA 860163 WA 895163 WA 880 m3 WA 652 ro3 860. BArtdtae®131•hOn.O.C./Staadud COp $0315e 030 8/8ID3 A WA 70503 WA 789na WA WA WA 978 ms 12600. . 6j 780168 7 880 680 ms WA M W 83808 880 Ors 23M U 652 ft 840168 6 Alrol= @ V M. 0.0.1020 Arde [900 ". 6J: 11708» 11700q 1020 Drs 234 W 28M 81 840103 WA 1140 Oa 1404 ft 1320 the 3646168 078 @8 Use Ons 3Anohom ®1.36• MBL O.O. t WMP. No tW Alum. (Flg. 7j: WA WA WA WA WA WA WA WA WA WA WA WA WA WA 8Anobae88a6r MN.0.0.rt1WP,kdo IWAium. 0181 WA WA WA WA WA WA WA WA WA WA WA WA WA WA 21 00. 2Aiwhow ®2.88'MIn. O.C.f FC9p 1FIg.9j 37016s 370Ns ' 3%W 743168. 712163 WA 20Ib3 WA 348160. WA 44016s WA 328163 4200(0. 6e0ib3 3Anehors®131' WU O.C. I FAMP(Fl9. 10}: 3901bs 390158 3/0168 780 ne 948 lbs 2701bs 280168 WA 380 ft 408 @s 440168 7182 ms 328160. 4201bs I Soo ft n r r.-.- =ANCHOR CAP.,,, USE THIS FORMULA TO OBTAIN THE *ANCHOR CAPACITY REQU82ED• 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. Florid. CIRCLED VALUES ARE USED 64 THE EXAMPLE ON SHEET 21. FIGURE 1: FIGURE 2: FIGURE 3: IG E 4: 2,006• utt Contra • • • • • • • TE NOTES: - ABI \\\11111 r11j1 • • • • • • • ) E 9HEETi1 SOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-0 FOR , • • • • • • • E�ERRL IIIISTALI.ATION METHODS. : 't�;•'•�\(,ENS�c •''�F•Q FIGURE 6: FIGURE 8: • �2) 4YY `;brOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. .. •'. • • • • • • • • • • • 4000• N0.58705 • • • • 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE 1?S I• .; • • LOCATIONS. t �� %�0 STA It O R. FIGURE 7: FIGURE & FIGURES: FINE 10: • • • • • • • • ANGI.ECUp •4) SUB 7M CQr1CRETE SHALL CONFORM TO ACI 301'SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT �'O�'••.!4'(.pRIpP, • • . rp. If] •(CMU) L ' TO ASTM _90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.55.•VUS' eEUS�b • ALI11MIliUM46Hgl Blc 8083 -TS AND BE A MINH4)UM OF .126• THICK STEEL STUDS TO BE A MWIMUM GRADE 33 AND.045' THICK (18 2• X r X .25• MULLION •77114H11• ? • GAUG119. S1RU•TUl8AL STEEL TO BE AT LEAST.125'THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 7 t7!!''� t 1SSR, IN PAIRS. THREADSBEYON9 THE MATERIAL A. LYNN M1�1.ER, P.E. FL P.E.# 58705 TABLE 10A III Mullion Capacity Table baAt OpenlrtB lM1^.dth((or veNcaflYsParring mdlio�)or CPenlrtp He!9ht (torFnnnv+a'b..aarttm mr(!'nnd _. _._--_._.-- . ... .�. 501n n0 in 1 701, Bo bl90 in .: ,� I-- 20In { .ar Tiep7fAan9. k „r alyry ReaonfNlar i 'Yluar cru I _ ,I _ r 246x s Loe6.�p L req I _ _d 1 _I- -j I Rz , 1 j Alam. Tube FIGURE 1: FIGURE 2: FIGURE � FIGURE 4: FIGURE 5: FIGURE & FIGURE 10: FIGURE 11: FIGURE M FIGURE 0: FIGURE 7:ANGLE IP 7) TBE ED IN FARS. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR CAPACITY ADJUSTMENT FORMULA: .,x,,,,,,,(DP�) X � ) =ANCHOR CAP.,,oUSE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED•CORRESPONDING TOAN ACTUAL PRESSURE REQUIREMENT FOR THEOPENING• WHEN iT IS LOWER THAN THE MULLIONCAPACITY (FROM THE TABLE) OF THE SELECTED ULLION. IT WILL YIELD A MCAPACITY WHICH MAY BE UADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. AWAWAWAWAWAWaWAWAWAWAWA2664asF••--2.0.00•--I 3640q740166468Ars652109118xat9420Ib8WIbWA633106WA141.0WA ,840 618 1520, Ib ,260• TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LiNEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 8.000' 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN Be OF 0.65. ALUMINUM SHALL BE 6063.76 AND BE A MINIMUM OF .125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046- THICK (18 GAUGE). STRUCTURAL STEEL TO fl - BE AT LEAST .126• THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW T X 8• X 25' THREADS BEYOND THE MATERIAL. MULLION with t1t0 Fialwo \11tt11lllltl//j VtCEN3F * ' No. 58705 ' . QSTATE ., ZONAL "Ittlllttlt A. LYNN MILLER, P.E. FL P.E.# 58705 - �.83 es f7C0 L 3 1'r o 7r' 7'.BBIn y f ars �rc32 12s� I cal�� f cre !7.., 231f7cC ( 42 In 570.0 .2C 57..01 625 0 744 J. ale 01 500 1170.0 ,42 5 a 1)00 1170 i700 •1 '. JCS La I tl3J� Jtt .� + 1 ` V763 1357170_01 521f'. - ac3t_�.. 521 48 in 170.0. 708 170.0 524 170.0 6°A 700 Std ' 2 ? R1 7 170. 2692 175.3 '028 170.0 3:40 170.9 1 1G4 4 170.01 15.5 170.0, :7;5 770.1 27d'+ ;730 170.: 170 3?4 170.9 777 `'iC. F ] -- -1 781n 170.0 1151 170.0 9W 170.0 1381 170.0 1118 170.0 7811 170.0 1250 170.0 1642 170.0, 1389 770.0 2072 170.0 7476 10.825 in 1700 767 - 170.0 483 170n .? 73.3 631 -' 'I++ ) t I- {- a __'• 1,---� p,-7 �. Sd in !709 7a7 I70G15:7 7 .:'. �:,• 1118 17 7511 ,., ...c 0� .- _ 803 <_ .. .•' '-" FIGURE 1: FIGURE 2: FIGURE � FIGURE 4: FIGURE 5: FIGURE & FIGURE 10: FIGURE 11: FIGURE M FIGURE 0: FIGURE 7:ANGLE IP 7) TBE ED IN FARS. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR CAPACITY ADJUSTMENT FORMULA: .,x,,,,,,,(DP�) X � ) =ANCHOR CAP.,,oUSE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED•CORRESPONDING TOAN ACTUAL PRESSURE REQUIREMENT FOR THEOPENING• WHEN iT IS LOWER THAN THE MULLIONCAPACITY (FROM THE TABLE) OF THE SELECTED ULLION. IT WILL YIELD A MCAPACITY WHICH MAY BE UADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. AWAWAWAWAWAWaWAWAWAWAWA2664asF••--2.0.00•--I 3640q740166468Ars652109118xat9420Ib8WIbWA633106WA141.0WA ,840 618 1520, Ib ,260• TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LiNEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 8.000' 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN Be OF 0.65. ALUMINUM SHALL BE 6063.76 AND BE A MINIMUM OF .125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046- THICK (18 GAUGE). STRUCTURAL STEEL TO fl - BE AT LEAST .126• THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW T X 8• X 25' THREADS BEYOND THE MATERIAL. MULLION with t1t0 Fialwo \11tt11lllltl//j VtCEN3F * ' No. 58705 ' . QSTATE ., ZONAL "Ittlllttlt A. LYNN MILLER, P.E. FL P.E.# 58705 - �.83 es f7C0 L 3 1'r o 7r' 7'.BBIn in 770.0 9 745 170.0 1718170.0170.0 940 1700 1488770.0 "w"0irol 1015 ir0.011673 170.3 107fl�773 11122 !7.., 231f7cC ( 170.0 9 788 170,.0 1188 170.0 803 170.0 5384 170.0 1002 170.0 ISM t7G0 S:Pb 770.0 1753 170.0 515'. 170.01 184° 1 170.0 1210 (7C.0 2:25 ' '70.1 :387 170.0 2338 '7.10 . a 1�r 2550 170 3 1468 ;717 2. 5 17GG '� . t 177.. 1S.J ' 72M ilO.Q 1081 170.0 878 170.0 1275 170.0 1008 179.0 1488 170.0 1126 170.0 1700 170.0 1228 170.0 1813 170.0 1376 76 In 170.0 1122 170.0 937 170.0 1348 170.0 1080 170.0 1570 1 170.0 1239 1 170.0 1794 17C.0 1322 170,0 20,18 170.1 1421 170.0 2243 17C.0 157✓ • 170. 2692 175.3 '028 170.0 3:40 170.9 1 1G4 4 170.01 15.5 170.0, :7;5 770.1 27d'+ ;730 170.: 170 3?4 170.9 777 `'iC. F ] -- -1 781n 170.0 1151 170.0 9W 170.0 1381 170.0 1118 170.0 7811 170.0 1250 170.0 1642 170.0, 1389 770.0 2072 170.0 7476 170.0 2302 170.0 IShc _ 90 in 1498 170.0 2125 170.0 less 170.0 2391 170.0 1793 170.0. 1328 Poll 1144 170.0 1584 170.0 1328 170.0W22 770.0 2858 170.0 1918 170.0 3188 170.0 2!25 15601 413 t7G 01 2273 131.5' 34 3 17C.. 23G1 96 In 170.0 1417 170.0 1232 170.0 1700 170.0 AM 170.0 16M 170.0 1287 170.0 1784 170.0 2550 170.0 t952 170.0 2833 170.0 2085 160.0 3188 170.0 2338 137.1 3188 764.6 2470 120.0 3188 158.1 2428 108 M t70.O 1694 170.0 1408 170.0 1913 170.0 1647 170.0 1870 170.1) 25W 110.0 2078 164.8 2781 170.0 2271 148.3 2781 181.0 2333 123.8 2781 140.4 2281 105.9 2781 126.8 2234 82.7 2781718.0 2180t ft In 1700 1838 170.0 1454 170.0 ]988 170.0 1700 170.0 1832 170.0 x821 170.0 2149 751.8 2832 182.3 2246 I+A.e 2832 748.4 2218 113.8 2632 728.4. 2486 87.8 28.12 115.1 2128 65.4 2812 108.3 2098x01n Edge Distance Qnp 170.0 1771 170.0 IS88 170.0 x125 170.0 1859 154,1 1981 135.7 2252 141.4 1886 120.1 22521ai.x 1638 108.1 2252 118.1 1915 9Q.i 229x 89.8 1872 77.2 2252 88.8 1838 87.8 '2252 81.4 1808144 in 125.1 1584 128.0 1445 104.3 1584 108.1 1425 89.4- 1407 78.2 1584 80.7 1390 89.5 1581 72.3 1373 828 1681 85.7 1356 52.1 7504 58.0 1330 44.7 1584 48.2 1305 39.1 1584 44.4 1283 FIGURE 1: FIGURE 2: FIGURE � FIGURE 4: FIGURE 5: FIGURE & FIGURE 10: FIGURE 11: FIGURE M FIGURE 0: FIGURE 7:ANGLE IP 7) TBE ED IN FARS. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR CAPACITY ADJUSTMENT FORMULA: .,x,,,,,,,(DP�) X � ) =ANCHOR CAP.,,oUSE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED•CORRESPONDING TOAN ACTUAL PRESSURE REQUIREMENT FOR THEOPENING• WHEN iT IS LOWER THAN THE MULLIONCAPACITY (FROM THE TABLE) OF THE SELECTED ULLION. IT WILL YIELD A MCAPACITY WHICH MAY BE UADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. AWAWAWAWAWAWaWAWAWAWAWA2664asF••--2.0.00•--I 3640q740166468Ars652109118xat9420Ib8WIbWA633106WA141.0WA ,840 618 1520, Ib ,260• TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LiNEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 8.000' 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN Be OF 0.65. ALUMINUM SHALL BE 6063.76 AND BE A MINIMUM OF .125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046- THICK (18 GAUGE). STRUCTURAL STEEL TO fl - BE AT LEAST .126• THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW T X 8• X 25' THREADS BEYOND THE MATERIAL. MULLION with t1t0 Fialwo \11tt11lllltl//j VtCEN3F * ' No. 58705 ' . QSTATE ., ZONAL "Ittlllttlt A. LYNN MILLER, P.E. FL P.E.# 58705 Anchor Capacity Table (lbs) SaOatrete: 27k Concrete 3.5k Cm•. Hc11oaC/fU FI9ed CMU PT Wood Afetal Anchor Cap PaOenw AMhW TYDe: 3176' FJw 10aernn V4' Elco llaraemt 5778' Elco Iftlrecon. Y76' Elw UI8a4m1 U6" tit. l8trttmn 114- 98 Eko AggreWlm &18• F.too 115mcsn. 114' 69 Eke Aggleaatm 610 Steel 912 Steel 612 Steel 8- (65) S., -(GS) 901ew(435) Edge Distance Qnp I -2 -VT 1' . 2.110 3-W1. 2-/R'1. 2 -VT T 3 -VW 7 0.48' -1 0.64' 1 0.324" Emb.InMt ling: 1.374• 1314• IIV41 1.374- 7 1.144' 1.114" 1-114• 1.114- 1-114• 1-1141 T 1316' t-3fa• (eee nate 4) 2 Anctwre ®4.75 M(rt O.C. I Standard Cep fFlg. 1 m 2Y 3%Ibs : 39G fte 450166. SWIM 1644 as 270)03 ft 3641b- 740765 468 ars 664188 1182. lbs 328 Ins 42G Ibs 680IbS 4 Anchme @ 4.88' Mirt O.C.1 Stender COP (Fig. 3): '780Iba 8 Anohtss ®1.71' Mbl O.C. / StWWW C9p jFig. 4P 118O MS 780IbS 1400109 900 a. 1010 Ib 7780 tb 2595108 30941bs WA 6401168 WA - 5601as - 940 Mo Mg 1b WA 1480103 -1065 as _836 Iba WA 110426 WA WA 2364106IMA &40163 16801ba 1120108 2240 Qia 4 Andum a T min. O.C. / (2) 2.5 Angle Cops (Ffg. Sk 78056 S Aft" MUL C.C. I M 216 A7g18 CAPS (F19. 67 1560184. 760 Un 1560 axi 6801b5 1360 th 1530 tbs 3120166 18M lbs 37921b 540 as 10601US 6601bs 1120105 WA -- WA 760 lbs -1520 Mo _. 936 th 1872 Mo 680 Ws 1760 ib 23841bS 4728106 840 Lbs 1 1. ;- 11p Oxi 2240166 12 kame ® 1.6' Min. O.C. 1(21215 An& Clips 1Fig. 1): 12 168010. 2 WO IQs t4401bs 3M Me WA WA 1320 a,s WA it " WA WA WA 25204 AnOitoB ®1.34' Mtn O.C. / IyCOp, 0do 176' Akmt. (Fl4 8} WA WA WA WA WA WA WA1432 Me 0.54'D1Dt.8aA_WA WA WA WA WA WA2 Anebma ® 4.68' Min399106 3801bs 460 Dts 690ros 1632103 .2790a 280th4 Andl ®1.77' 69n aG / F•C9p (Ffg, 11k 680th 7001bs 5051. 1298 th WA WA 470th FIGURE 1: FIGURE 2: FIGURE � FIGURE 4: FIGURE 5: FIGURE & FIGURE 10: FIGURE 11: FIGURE M FIGURE 0: FIGURE 7:ANGLE IP 7) TBE ED IN FARS. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR CAPACITY ADJUSTMENT FORMULA: .,x,,,,,,,(DP�) X � ) =ANCHOR CAP.,,oUSE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED•CORRESPONDING TOAN ACTUAL PRESSURE REQUIREMENT FOR THEOPENING• WHEN iT IS LOWER THAN THE MULLIONCAPACITY (FROM THE TABLE) OF THE SELECTED ULLION. IT WILL YIELD A MCAPACITY WHICH MAY BE UADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. AWAWAWAWAWAWaWAWAWAWAWA2664asF••--2.0.00•--I 3640q740166468Ars652109118xat9420Ib8WIbWA633106WA141.0WA ,840 618 1520, Ib ,260• TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LiNEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 8.000' 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN Be OF 0.65. ALUMINUM SHALL BE 6063.76 AND BE A MINIMUM OF .125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046- THICK (18 GAUGE). STRUCTURAL STEEL TO fl - BE AT LEAST .126• THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW T X 8• X 25' THREADS BEYOND THE MATERIAL. MULLION with t1t0 Fialwo \11tt11lllltl//j VtCEN3F * ' No. 58705 ' . QSTATE ., ZONAL "Ittlllttlt A. LYNN MILLER, P.E. FL P.E.# 58705 TABLE 11A _ — — Mullion Capaolty TaDleIb81Rf Operlrtq Width (torveftatly-ypat"M Imlllo!>s) orcoentrtq Helght (br!xldpcglatN-snerstiac mtAfo^s) iI IRedlefyul8f TF{...�y. W,iarg-d ;�.y.,., —1. 11 26" r 2.11 •• LoedUg Lox':rc I loacirg Il _ ramw . ^- ��, _ .. , . �1I Tube Mull, I s �591n_ 8 a23 9 741 267 d 85 3•�6.. - 167= i i 1 I x • 973 2.7 j zs as •79 :a .sy-- I6� 1 FIGURE 1: 0 ANGLE CLIP MUST BE USED 10 *11"-* • • • • TABLE NOTES: ANCHCR CAPACtTY AC3US7N.Eh'T Fr)F VULA,__ I� �)X A!�CIiON ,,... ANCHCRCAP.— MULLICN CAP.,,,,, USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED* CORRESPCND:NG 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. 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. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. :4) 4.18 Tiii4i'ES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED •CCWCi E BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED •)EYLOW GOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 6083-T6 AND BE A MINIMUM OF .126' •TMK STElL STUDS TO 13E A MINIMUM GRADE 33 AND .046' THICK (18 GAUGE} STRUCTURAL STEEL TO BE AT OLEABT 1$' THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL • ••• • ••• •• • 009 . 066 000 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • 0 •• •• c. LL r l N LYNN P�� •: ' •�yCENSF • •• :�'': ` N0.58705 :�•••vt lV ►5�►3 • STA E A. LYNN MILLER, P.E. FL P.E.# 68705 Anchor Capacity Teb(e (!b-1 Sub-aate: 2.7k Concwta 13.5k Caw.Nu:ar C14U Fdwd C55U PT'Aood timed AnUfot CGp P81te81s Andwl Types 3118' Eko Utracpn ild' Elco Utraem N18' Eloo UOrecon 3718' Elco UUacon 1/4' Elco UUacan V4' 99 ElcroElco' AggreGatm 1(4- SS Eleo tlt0 St¢el f12 Steel lAVeca1 AggeGma Smew (G5; Screvl (35) tl12 Steel Screw (G5; Edges Wlanco(I.). t' 1 2-12' 1' 2-112' 3116 1- 2-12 t' 2-1W 2- 3118' 1 2' 0.48' 0.54' O.J24' Embedment (m): 1314' 1 1.314• 1314' 1-314' 2' 1-U4' 1-1/d- 7 -td' 1-U4^ 1-114- 4'2: 1318' 1318' (sees role 4y 4 Aors nch@ 3- W.. O.C. 1(2) 2e5 Aa je Cap- (mg. 1): 7 7801 680 m 1m ms 7888 th- 54016a 560 ma WA 760 IN 018 1b, Ibs 2764Ibs 652Ibs 860Ios 1432 ms FIGURE 1: 0 ANGLE CLIP MUST BE USED 10 *11"-* • • • • TABLE NOTES: ANCHCR CAPACtTY AC3US7N.Eh'T Fr)F VULA,__ I� �)X A!�CIiON ,,... ANCHCRCAP.— MULLICN CAP.,,,,, USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED* CORRESPCND:NG 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. 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. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. :4) 4.18 Tiii4i'ES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED •CCWCi E BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED •)EYLOW GOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 6083-T6 AND BE A MINIMUM OF .126' •TMK STElL STUDS TO 13E A MINIMUM GRADE 33 AND .046' THICK (18 GAUGE} STRUCTURAL STEEL TO BE AT OLEABT 1$' THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL • ••• • ••• •• • 009 . 066 000 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • 0 •• •• c. LL r l N LYNN P�� •: ' •�yCENSF • •• :�'': ` N0.58705 :�•••vt lV ►5�►3 • STA E A. LYNN MILLER, P.E. FL P.E.# 68705 TABLE12A a mduons) or Opening Height (for FnAzor*s*so2m'rg maliom) I ADL= ILD TABLE NOTES: _ Anchor Capaolty Table ([be) 1) SEE SHEET 1 FOR INSTRUCTIONS USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. INS 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. i .- _7GOi 797 7 e•. .. „ ,.. .. 3.6k Cone. dl.1PS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. �j� FIELDFOLLOWWGrO Mo SIONALRESTRICTIONSSHOWNON SHEET318.20. !iLSVC9ES no �- F11ed CFAU PT Wood 1 Metal -- - FIGURE 3: I n 1 I 63 is I 7 Y'a 733 745 7 .1•, ,.,. -: ,. ....n ...-, .. ��c �. ___ _. _- __ z i J 010 Steet 012 s1( 1 17 5 J YaE 1 1yC _ 33! ... .• _ - -.. ... 1 7,1 �^ tt 7� 79C ` i 76n� 1(U8 7:-0 115.5 657 I, 92.7 77: Screa(G5) • • • • • • • IR3 1 1 ,. 6.9 4ii J !.C,344j :b J! .- �:' „ 583 362 1 452 25.8 333 445 225 563 31.A aa2 - 145 •e.l 77! 1' 2.112` I 1 2-itr 9G to 59.a 4fl5 Gt.� e 3 45.5 1 495 51.5 435 f 42.4 1 4Y <4,8 427 ji 37 t ( ? - J9. Y: V 4 _I ll 30 ` i 415 + 297 I 495 ` _132 403 i 24 1485 Y9.1 a00 2t.2 ` I T 2A.6 3ua_ SA.e 695 25.0 3fa- 1-114' 1a9A 41.7 391 42.0 353 34.E 391 135.9 346 t 2_e 1 S95 + 3 f 342 ^ni i- 2 i,] 2z1 ¢ 450IDsLilbs . - 170D ros I_ 36.4 370 39.1 `I 120 In '; 30.4 317 30.9 335 269 320 370 _ 25.3 I 317 33.0 73C 2 .5 1 3tC 2_6 26.0 2M ( 2'.7 317 1i.5 5 f 'J i.9 I 53-- .a: I 9„ i�l S. 2 4` S <,3 ( 1 _ S 1__ _`_�-_�__��- 4 Andras @ 3.6' Mkt. O.C.1 m 2x8 Altgle Clips (Mg. 2): - '-��•� 780613 I ADL= ILD TABLE NOTES: _ Anchor Capaolty Table ([be) 1) SEE SHEET 1 FOR INSTRUCTIONS USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. INS 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Subsasle: 23k Connate 3.6k Cone. dl.1PS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. �j� FIELDFOLLOWWGrO Mo SIONALRESTRICTIONSSHOWNON SHEET318.20. !iLSVC9ES H01W CMU • • F11ed CFAU PT Wood 1 Metal • • • • • - FIGURE 3: CONCRETE BLOCK -UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED • 5't8' Elco YELLOW SOUTHERN PINE WITH AN SG OF 0.66. ALUMINUM SHALL BE 6083-T6 AND BE A MINIMUM OF .126' • • • 114' SS Etco 5/16' Elco 114' $S Elco 010 Steet 012 s1( 1 0@ Steet AnclarCPpPatlOrns Anchor Tpptx &18' Elm t.Atreton ttd- Elco 191raem Loam 3718' Elco Uarecon V4' ElOo U.acm AggreOata t4Decan AggreGatn 8aesv(G5) SuewG5) Screa(G5) • • • • • • • Edge ow1mm(Uk t' 2.trr i' 2-12' 3.178- 1' 2.112` I 1 2-itr 2' 3118` 2' 0.48` 0.54' 1 0.324' 1J Embsdmmd Qnp 13/4' 1314' 1314' 13f4' T 1 -UP I.11i' 1-114' 1-114' 1-114• - 1-114' 2' 1318' 1318' lrote 4) 2 ArlchM 0 5' KIL O.C.1(2) 2x5 Angle Clips (F19. 1}; 380 res - 3901Ds 450IDsLilbs bs 170D ros 270 ros 2001.5 SS41bs 740ros - 468Ibs 1201bs 11821bs 326 the 420 ros 560Ibs 4 Andras @ 3.6' Mkt. O.C.1 m 2x8 Altgle Clips (Mg. 2): 760'los 780613 780 are1ba 28258rs 540 @s SBO ros WA 1120IDs 938 Ws eeo lbs 2364 OIs 852lbs 840103 11201.3 - 0 AnCWM 02.7r FIQn. O.C. f (� 2x6 Angle CTips (Flg.3): 1120 W 1120 Oa llSB lhs 1 22641.3 WA 8401.3 WA 10581.3 WA 1320Ort WA 878IDs 12801Ds 1880 0 FIGURE 1: TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. INS 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 2 • • • • • dl.1PS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. �j� FIELDFOLLOWWGrO Mo SIONALRESTRICTIONSSHOWNON SHEET318.20. !iLSVC9ES • • TI, APPROXBM A E HOLE LOCATIONS. • • • • • 4)"BSTFb1TES4CONCRIW SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED FIGURE 3: CONCRETE BLOCK -UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED • YELLOW SOUTHERN PINE WITH AN SG OF 0.66. ALUMINUM SHALL BE 6083-T6 AND BE A MINIMUM OF .126' • • • THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .048' THICK (18 GAUGE} STRUCTURAL STEEL TO BE AT • • • • 4LEAST .WWSHICK ANVO& At j ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND • • • • WHE MATERIAL • • • ANGLE CLIP (FIGURES 1-3) MUST AE LIED 1 0PA". • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4Kt:rIVK UA A4411TA-I mr.Ir1 (DR.) X ( ANCHOR CAP.,,„ �` nANCHOR CAP.„, \MULLION CAP.,,,,,,„, / USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING. WHEN IT rS 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. 30° BAY MULLION ■M. ath tho Florid. `111111117(117 .........7L7/�� ` No. 58705 �Q •' STA `0 A LYNN MILLER P E FL P.E.# 56705 1 I TABLE 13A -- Mullion Capacity Table IbaMa Ooening Width (l0739Nce01`sParrin3 nn0ons) or Ooening Heigh! (tor Md?,OmRty- rs-H:c mLAcrc) Iy:1et w::.: b. :.4:y. � .Mccn ' ' -oto;•, ,anon 'i I I 3 ,�•• dfi ( to,�enre � Lmdng .:, ,... � reeing-,.-cr. ,.. g .. .. , BAY MULL 2 a + &gR 13 - I Britxe t TALI C 4191 1 Anohor CapaoBy Table (lbs) Z VJ £ N Subettste: 2.7k COMMte } 3.5k Com. 1760 Toe f 7c: 524 850 170 0 584 t 0 0 i 8 J FMOd CMU PT Wood Metal Isite*Son Anchor Clip Patterns Anchor T7pe: 11S' Etco tklrecon 114' E4co t8tracon . 1 Utracon 3118• ElcoU3tem 114' Elee t38aeon U4'83 Ekro Nfe. Elco 1/4.88 Fico 0108teel. 012SWel AggrWata lAbacon AggaGater Scram (G5) Screw (G5) H2StM Screw (OS) Edge Wtence (in): -- 50.275 TD.3 767 .� 170.0 j +-' 58^ U 117 2-112- 3.118' 1' VITir 2-W' 2' 1 3-116' 1 2' 0.324' E.404.01 (lay. f314- 1-14' 1-314- 1 Sd i• ]; � 47 170.0 612 �- I�aF-'F 631 7 i 170 1700 2- 1316' 1318' (see note 4) 2 Ahohas ®5' b11A O.G I M 216 Age COP$ (Fig. I390 015 3901bs 4601bs 8901Ds 1700 NS 270Ox 2B6lea 3541DS 740®3 488105 7201Ds 1182165 60•n 70.0 885170.0 701 1 1 . '1'.1 4J1 ,bl 1tC.J! 790 ins 1670 Ins 2525Ibs 540 ms 560Ibs K 1520105 938105 1 8W Lbs 2364 lbs 652 lcs 840 Ws 11201Ds 1304 :571j 1120 Its 958 ft 2248 bs 1) 831n t7)e19,°At NA f .x•.145 17001 ,'. r,l 9 -„ 12471 ,-. 1880105 - o.,o .1,:,, •.,> -.^.. ._ iry 661n 874 170.CI v9s 1703 ,'�• 9�3 ` '• -,. :' - -_ 118.5 896 74.2 1180 118.1 693 819 1190 1161 893 b8.8 1010. 1059 817 808 1010 96(1 807 87.3 1010 80.8 783 87.7 1010 878 780 3011010 87.7 789 ' i I 71. :' D : DS it 1 8: 5 1 1 7� n5.e 806 96.2 740 76.3 NO 88.2 TAB e67 908 823 729 51.3 808 74.7 718 49.1 808 712 710 429 800 70.6 706 ? 5F' d _•. a t n'. b 725 78.4 Set 881 713 709 881 819 703 639 88f 75.4 884 539 861 68.1 681 45.4 861 84.5 875 39.7 Set 63.7 872 545 dao W4rt1, 517 414 848 470 MO 34.5 e48 415 519 295 W382. 511 25.9 848 30.5' 507 96 In 80.2 568 70.5 508 A.8 888 591 d99I487 lit4 d �. 426 -: f a5 « _i :1.3 56t, f rOP !^ 47.9 449 489 I d_^5 39.o 449 412 7'^' _+'- 5 s - „' _ ob 2d5 I 3.i ) :.- 449 71.7 368 171 4oy 381 1 15A 449 18.9 358 :111n 44.1 425 45.0 :+5 1 P 425 379 1 379 e ..' 8I 373 R 278 4'S 1 3F'-, 5 `. 1282 352 22� 3" 16.4 1 425 207 153 -58 'S a6 1343 l _I 120 In 1 34.8 384 35.5 331 2S.1 384 29.8 1325 2d.9 364 l 25.81 321 215, .;as`22.91 3:7 I 194 21.5 31J (:: TALI C 4191 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 FIGURE2) LINEAR'INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. •• ••• • • • • 9U • • • 0) MOLLION ANDRM-•IOU CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. • • • • • • • : S 111 BEDRILL19b MTHE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. • 1 S W- STLO APPROXIMATE HOLE LOCATIONS. • • • • • 4) SUBSTRATES COW41! SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED FIGURE & CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6083-T6 AND BE A MINIMUM OF .128' • • • • THICK. STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT EAST .I CK AIM ®Lt rCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND • • • • • • • • • • • • ANGLE CLIP (FIGURES 1-3) MUST BE USED %PiIRS. • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP-) X MULLIOWRCAP.,,,,„,,,,)-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 I 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. Anohor CapaoBy Table (lbs) Z VJ £ N Subettste: 2.7k COMMte } 3.5k Com. � HORMCMU I FMOd CMU PT Wood Metal Isite*Son Anchor Clip Patterns Anchor T7pe: 11S' Etco tklrecon 114' E4co t8tracon . 1 Utracon 3118• ElcoU3tem 114' Elee t38aeon U4'83 Ekro Nfe. Elco 1/4.88 Fico 0108teel. 012SWel AggrWata lAbacon AggaGater Scram (G5) Screw (G5) H2StM Screw (OS) Edge Wtence (in): V7 2.112' . I 2-112- 3.118' 1' VITir 2-W' 2' 1 3-116' 1 2' 0.48' 0.64' 0.324' E.404.01 (lay. f314- 1-14' 1-314- 1314- 7 1-1/4' ;le' 1-1l4' 7-t/4' t-116' 1-114' 2- 1316' 1318' (see note 4) 2 Ahohas ®5' b11A O.G I M 216 Age COP$ (Fig. I390 015 3901bs 4601bs 8901Ds 1700 NS 270Ox 2B6lea 3541DS 740®3 488105 7201Ds 1182165 3261bS 42070s 6601Ds 4 Md1as®35'S9n. O.C./(2)2x5 Mge C0ps(Pg. 2): 780105 7801bs 790 ins 1670 Ins 2525Ibs 540 ms 560Ibs K 1520105 938105 1 8W Lbs 2364 lbs 652 lcs 840 Ws 11201Ds 6Anchors @ 2.71• Min. aC.1(2) 2(5 MOO Cops (Fig. 4 IfMitis 1 1120 Its 958 ft 2248 bs 22541bs I NfA 8401bs WA 1 1059 ms NA f IMM NA 97810s 12601bs 1880105 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 FIGURE2) LINEAR'INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. •• ••• • • • • 9U • • • 0) MOLLION ANDRM-•IOU CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. • • • • • • • : S 111 BEDRILL19b MTHE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. • 1 S W- STLO APPROXIMATE HOLE LOCATIONS. • • • • • 4) SUBSTRATES COW41! SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED FIGURE & CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6083-T6 AND BE A MINIMUM OF .128' • • • • THICK. STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT EAST .I CK AIM ®Lt rCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND • • • • • • • • • • • • ANGLE CLIP (FIGURES 1-3) MUST BE USED %PiIRS. • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP-) X MULLIOWRCAP.,,,,„,,,,)-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 I 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. hlot)do l (111))1111 a�?p ........ (e,''�i� � Q' v10ENSF' ,p * ' No. 58705 �Q' STATED•�(/� . A. LYN((II 11VLgR, P.E. FL P.E.# 58705 I Z VJ £ N } � r r W LL• 4n wco a l;, .. O o r 0 aeILI D ILI ;'. w1 Lc. I Q( nC) r1! . nl hlot)do l (111))1111 a�?p ........ (e,''�i� � Q' v10ENSF' ,p * ' No. 58705 �Q' STATED•�(/� . A. LYN((II 11VLgR, P.E. FL P.E.# 58705 i-taoo•-+ -•1 1.000• I--- --I 1.000• f-- T- 1 T- FOR 777 r7 �? ' nnJm � -y 1.000• r- --I t.;c� � _..�.{ 1 STANDARD CLIP 1 8083-T8 ALUM. 101 w X -SECTION T .125' X�-SECTION - � I E --i .740• F-- 5.500' • CUTHERETO .375' .375' 3125 y� `f _ CREATE F -CLIP, SEEMiN. E MIN, DETAIL F. SHEET 4 .338' MIN. r--------1 r--------1 U•CLIP I i I I 1 A A I �83-TB ALUM. L... __---J L -------- USED FOR ALL I• X 2• AND 1• X 2.78• MULLIONS. SHEETS" STANDARD CLIP TOPVIEW 4 6083 -TO ALUM. CENTER HE ANCHOR BOUNDARY. MUST LIE TOPV(EW .338- MIN. -WITHIN THE DASHED 80UNDARY. SEE _ SHEETS 5.17 FOR THE ANCHOR O.C. UCLIP DISTANCE MAXIMUM ANCHOR HOLE 8983.78 ALUM. DIAMETER: ANCHOR DIAMETER V18'. A I 1' X 3.125• X.500• TABLE B MULL ONLY. SHEET 9 1 TOPVIEW 6.500' .375' .375• I MIN. MIN. r---- -------1------------� .338MIN. • • •1 • • • 1• • 00ftIr8 ALUM, 41 : •1.25'X3.,88•X. NLY SHEETI2 f 1 I I •• f• t • • %MFW Flie 00 2X5 ANGLE CLO' 6083-T8 ALUM. XSECTION I�jL" .1�• �S.000' .375' MIN* --j L -- - -1 2X5 ANGLE CLIP 6083.78 ALUM. TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5.17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER t 1115'. Mull Dimension (sheet#) Mullion PGT Part# I Std. Clip OtlsetCllp U•Cllp Angle Clip 1" X2" X.125" (5) 68805 668113M 8661118M 666243M 666511M 1" X 2" X .375" (8) 888006 688114M 6681119M 656244M SM12M 1" X 2.75" X.378" (7) 88807 666116M 6661120M 666245M W6513M 1" X2.75" X.850" (8) 68808 666116M 6661121M 665246M SM14M 1"X3.125" X.500"(9) 68837M SM1116M 6661114M S88242M 668515M 1.26" X3.188" X.265' (12) 66641M SSS1117M 6661113M SM41M S88518M 1.26" X2.11" X.128' (16) 59370 WA WA WA WAS17M �a Dimension Value pn) A 1.625 For Mullion: 1" X2" X.125• Abmtinum Tube Mullion B 7-654 G 0.89b D 0.740 A 1.125 1' X2' X .375' Aluminum Tube Mullion B 2.404 C 0.835 D 0.490 A 1.876 1" X 2.75" X .375 Alum6'Ium Tube Mullion B 3.000 c 0.757 D 1.118 E - .450MIn. A 1.312 .1•X2.75"X .(350" Aluminum Tube Mullion B 3.000 C 0.476 D 0.836 A 2.000 1` X3.125• X Tub` Alum Tube Mull B 2.637 C 0.863 D 1.137 A • • 1.25" X3.188• X.26WAlum Tube Mull B C D 1.762 A • 1.28' X2.11' X .121' Alum Tube Mull ••• • C BOFFFFSET CLIP 8 M ••• • NOTES: '125" ,740`--f --I • • • T EW i • • • • • • • • • • • AdbITER OF MHUE7O�@RROELE MUST UE • BOENDARY. SEE •EELS ETd RCHOR D.C. YOIT7AMHE7ER 1) MOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESIMCITIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 8.17 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS 8 ANCHOR O.C. DISTANCE. • • • RQ AAC OR HOLE • • •O O� 3) SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • with the Florida 11Mtnuilr/ VtCEP(SF'•..F� ' No. 58705 STATE OF ` "1470NAL 1 N •�• A. LYNNr ALLVR, P.E. FL P.E.# 68705 �� 1.000• � --1 1.000" f-- toe2•-1� 740' . " .126• i I .12b' I .128' .128" .031 � -- .126' U -CLIP (:_: STANDA40 C,CIP 6053-7.: BC63-TB ALUM. 8063 76 +Gni. 6 r r,M., I:' 063-T6 A�Lv.. HE C X-SECTION - XSECTIONCREAT EFCUP. XSECTION sEE MIN. I DETAIL F. SHEET 4 378' r--------1 1 r--------1 CENTER OF 2.881' ANCHOR HOLE 1.377 I .126 I E ' IN THE BOUNDARY. SE E 2. I JF E SHEETSS17FOR THE ANCHOR O.C. . .125' DISTANCE. 1 MAXIMUM --3.^.°-,. - I I i I ANCHORHOLE I I I I 1 1 DIAMETER: ANCHOR 3250' L J L—_-- --J 30o SAY MILLION ------ I DIAMETERS 1)16. 'j 6083 -TB ALUM. • XSECTiON STANDARD CLIP U-CLIP R OF ANCHOR HOLE MUST LIE 80 II II CENTER ASU". 6063-T6.ALUM 228"j Y� 981'1 WITHIN THE DASHED BOUNDARY. SEE TOPVIEW USED FOR ALL 1' SHEETS 5-17 FOR THE ANCHOR O.C. X 4' -MULLIONS. DISTANCE. MAXIMUM ANCHOR HOLE SHEETS 10 & 11 DIAMETER: ANCHOR DIAMETER o 1116'. TOPVIEW .375" MIN. .126• 45" I I I 1 1 2.250• I I 45° BAY MULLION T I I 6003-T6 ALUM. I 1 X -SECTION I • • • • • • • • j• • • • j • • • • t• -.-a._0 • •• • • • .228• �••-.981'�i • • • • • • • • • .. ... .. . . . . e126• !6311 1 I t 3.000' H i I 1 I 1 I L J OFFSET CLIP 6053.76 ALUM. TOPVIEW NOTES: .. — ' t 1) HOLES TO BE DRILLED IN THE FIELD FOC-OWINI?*ENSIO$ RESTRIEPS GN•Ef0 ON THE SHEET. 2) SEE SHEETS 5-17 FOR SUGGESTED, AP;UIMAT: HOLE L Ng • • • • i • •• • • • • • • • 3) SEE SHEETS 24 FOR GENERAL INSTALLATKIIN METHODS. • • • • ••• • • • • ••• • • • • • • • • • • • • •• • •• •• • • • •• •• • • • • ••• • • TALI e n TARI r r` —41---.125• r 126" 2X5 ANGLE CLIP MIN. r -----------------i 3 N t I I I 1 i I 1 i 1 I 1 2X5 ANGLE CLIP 6063-T4B ALUM. CENTER OF ANCHOR HOLE MUS- CIE TOPVIEW WITHIN THE DASHED BOUNDARY. SEE SHEETS 5.17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DMETER * 1716'. Dimension Value (In) F 3.887 Forliflulllon: 1" X4" X.125° Aluminum Tube Mullion G 1.000 H 2.680 F 3.187 1" X4• X.376° Aluminum Tube 8: "T" Mullion G 0.767 H 2.430 F 2.813 1 30' Bay Mull F 2.876 1 46' Bay Mull Mull Dimension PGT Part (Sheet#) Mullion Bid. Clip Offset Clip U.Cilp Angle Clip 1' X4' X.125"(10) 80384 666111M 6661122M 688241M 668518M 1•X4" X.375" (11) 88810 868112M 8881123M 8N242M S88519M 1"X4"X.375"r(11) 88853 808112M 6681123M 680242M W6518M 30 Degree (16) 88648 WA WA WA 8885110M 45 Degree (17) 88650 WA WA NIA 6889111M Flmtdu .,11111 i7t1i • '�CENSLc' • :�'Q i ` No. 68705 ' F /I JIf llllll A. LYNN MILLER, P.E. FL P.E.# 68705 TABLE E Mull Dlmenslon PGT Part@ 12b' {sheet MulIlonStd. Clip U -Clip Angle Ct1p TANDA.;LIP NOTES: 1 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING r•125' DIMENSIONAL RESTRICTIONS G.VEN ON T 1:S SHEET. - - - - 2) SEE SHEETS 5.17 FOR SUGGESTED, APPROXIMATE HOLE LCCAT'CNS, 9- r-------- I -- ---- 4 -------� I T—_ ------j I I -i-- I i I I 1 I -- I I --I- I I I I I I 3.43 L-- -__I___ I 111 I1-- STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPV(EW SHEETS 5.17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE D'AMETER', ANCHOR DIAMEI ER , 1i1G'. -...._ 5.500'_- _. - ._...4 CUT HERE TO 3.600" -� CREATE F -CLIP, MIN. Y SEE DETAIL F, '.37, MIN. r - 29 —0 a rx8'X2r •• MULLION • • 6083.78 AMM. • • • X -SECTION • • • • F-------- I I I 1 I 1 I I I ------ I I --------i. 1 I I 1 I I I I I I T—_ ------j I38' 4.6W I 1 1 I I I 6.000" I 1 1 MIN. • • • • • • • • • • • STANARD CYP • • • • • • 6806•.TOOLUM. • •• • • • TEPMEWO • • • • • • • • • • • • • • • • ••• • • • ••• • • I I U -CLIP. 6063-T6 ALUM. CFNTFR OF ANCHOR HOLE A!UST :.'.F SHEETS 5.17 FOR THE ANCHOR O.C. —DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1115'. .376' I I I I Ir 1 I U -CUP SE8063-T6 AU)A1. UD FOR r X 8' SWEET SHEET 14 TOPVIEW .T ANGLECLIP 1-76 AL' Uk4 2.000'=: X -SECTION --- ... F.125• 3: s: 2X5 ANGLE CLIP 6003-T6 ALUM. TOPVtEW ljtrj l � „ n Z LU co a O ZOZ � Q O O z O REVISED ` * ' N0.58705 ' .378' - .. 1 AO'• STA O�®,(V�� �",'ONAL ENGE. ' . A.6QN'MILLLI� P. FL P.E.@ 66706 ------ ---- T---------------------i fe` T—_ ------j I38' i i I I L 1 1 2X5 ANGLE CLIP 6003-T6 ALUM. TOPVtEW ljtrj l � „ n Z LU co a O ZOZ � Q O O z O REVISED ` * ' N0.58705 ' .378' - .. 1 AO'• STA O�®,(V�� �",'ONAL ENGE. ' . A.6QN'MILLLI� P. FL P.E.@ 66706 .375' I I L ---------------------J MIN. 2X6 ANGLE CLIP CENTER OF ANCHOR HOLE MUST UE 6063-T6 ALUM.. W,TNIt. H'E i7W;'ED BOJNJAnv. ; _. .._.. SHEETS 5`7 FOR THE ANCHOR O.C. 6.000" .376' MIN. 2X5 ANGLE CLIP 6003-T6 ALUM. TOPVtEW ljtrj l � „ n Z LU co a O ZOZ � Q O O z O REVISED ` * ' N0.58705 ' .378' - .. 1 AO'• STA O�®,(V�� �",'ONAL ENGE. ' . A.6QN'MILLLI� P. FL P.E.@ 66706 I I I I 1 I I I I I I I I I I 1 I I 1 I I I 1 1 136• I I I I I i I I t I I I I. I I 2X5 ANGLE CLIP 6003-T6 ALUM. TOPVtEW ljtrj l � „ n Z LU co a O ZOZ � Q O O z O REVISED ` * ' N0.58705 ' .378' - .. 1 AO'• STA O�®,(V�� �",'ONAL ENGE. ' . A.6QN'MILLLI� P. FL P.E.@ 66706 EXAMPLE 1: SINGLE VERTICAL MULLION NO ANCHORS IN HEAD Ij �- see FENES a' r �+II DETAILS. 72. ll MULLION LENGTH - ENGTR F -OPENING WIDTH——�1 EXAMPLE 2: MULTIPLE MULLIONS THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2.1/4'. THE OPENING REQUIRES A DESIGN PRESSURE OF +60.01-BD.0 PSF. 1) INITIALLY ASSUMING THAT A 1• WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72' AND THE OPENING WIDTH IS 32'+32+1' e65': REFERENCING SHEET 22, THE COLUMN USING RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.1/4' AND WILL A!EET CR EXCC 7', TtiF DESIGN PRESSURE OF +60.01-60.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT STE, USE -. E NFY- LAR C,— A'.'A A+r. c. FR:�`- ... IHE 1'T...: NO b . ,.,. ,.;z -�. SAPPI U LNINGANJ MAY BE JLJ IN U NAtlt 7rt r'c „r,c�.. .SE TABLE 41? TO. IND Tu - At,^ o Ac .,... w,: MINED TO BE 72.1 i -o_ ,.. 72.7 PSF THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMES AND USES A CONCRETE HEADER AND SILL. THE WINDOW FRAME DEPTH IS 2-3/0". THE OPENING REQUIRES A DESIGN PRESSURE OF +50.01-55.6 PER FOR THE VERTICAL MULLION: 1) INITIALLY ASSUMING THAT A 1' WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32'+72'+1'=108• AND THE OPENING WIDTH IS W+30'+1' n73'. REFERENCING SHEET 22, THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-3/8' AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50.0135.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. FROM TABLE 3A, SHEET 7, THE T X 2.78' X.376" MULLION (LENGTH -108', OPENING WIDTH - 807 MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/-15.1 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 9A, SHEET 13, THE 2' X 4- X .260' MULLION (LENGTH = 108', OPENING WIDTH = 80'7 HAS A DESIGN PRESSURE OF +/-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOs'1+=_ OPE NINC AND MAY BE USED. IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. ThE 73' DIMENSION (35-112'+35.172 2-=73'). 2) USE TABLE 9B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSI:ME THE POURED CONCRETE HEADER AND SILL ARE 8' WIDE. IF THE MULLION CUP 1f�RE TO BE CENTERED WITHIN THE 8', CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE. USING THE STANDARD CLIP WITH (6) 3/10' ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2.1/2' GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER. AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. FOR THE HORIZONTAL MULLIONS: BECAUSE THE VERTICAL MULL WILL BE A 2' X 4' X.260" MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS, ALTERNATIVELY, ANOTHER MULLION TYPE COULD BE CHOSEN. 1) THE MULLION LENGTH IS 36' AND THE OPENING HEIGHT IS 32'+72'+2' =108'. REFERENCING SHEET 22, THE COLUMN USING TRAPEZOIDAUTRUMGULAR LOADING MAY BE USED. FROM TABLE 9A, SHEET 13, THE 2- X 4- X.260' MULLION (Q LENGTH = 421, OPENING HEIGHT =120') HAS A DESIGN PRESSURE OF +/-170.0 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. Wilk -'-,I I 1 REVISED a mtA We Floridu • • • • • • • • • • • •• •• • • • •• •• DEraus, 2) USE TABLE 9B TO FMO THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE 8' ' t 0 �° Aj 1O1oP� m;�.I SHEETS 2-3 NOE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8', CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE 2X6 ANGLE CUPS WIfH 1 // F • •• • • (4 311 L� fT CON�CHORS AT AN EDGE DISTANCE OF 1' GIVES AN ANCHOR CAPACITY OF 640 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED R521LOS. �� , 0 .•••••• , •,, _ • • • CI HDJOzD D f F& T�CUf 11 THE HORIZONTAL MULLION TO VERTICAL MUWON, USE THE SAME ANCHOR CAPACITY OF 621 LBS. TABLE 9B FOR THE U -CUP SHOWS THE ANCHOR • �LWAMCIW tM�CPENINQ IS•074 LS%WHEN USING 3 ANCHORS. WHICH IS GREATER,AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS. THE ; No.68705 ' ' WIDTH FOR vt7+TICAI UIIIt •• •• A14HowrYYRE ISOM12 STEEL SCREW. CAY�t7 FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE 1& +1-64.7 PSF FROM THE VERTICAL MULLION; -0 : ••((/: r OSS tJ •�• H--170.0 PSF FROM THE 38' HORIZONTAL MULUON ATTACHMG TO CMU; . 0-1 FROM. NEW HORIZONTAL MULLION ATTACKING TOTHE VERTICAL MULLION pNTERSECTIoN} �•'•F(OR1O?;,••' �"I f • • • • fTIE LO 5T OES%•PREAU IS W44.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. "IZ ZONAL f • • • • 1 RIfiR' TFj� DEStayv P�ETPRRCOF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION f • FINALSIGN PRESSURE REQUIRESTHE MULLION AND PRODUCTS TO THE FENESTRATION PRODUCT BE INSTALLED M AND AT THE BOTH PODDURDNSNCE /-WITH N PECSI ASSEMBLY. A. LYNN MILLER, P.E. INSTALLATION INTO FL P.E.# 58705 • • • • • • • • • • • •• •• • • • •• •• EXAMPLES OF RECTANGULAR LOADING- LOADING OADING LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED LOADING OF HORIZONTAL MULLION , WITH INTERSECTING VERTICALMUL'ICN j • PW LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION PANEL OF HINGED DOOR IS NOT CAPTURE%OR AN"P.ED VIM INT%WING HOIFONT :MULUONS ••• • ••• • •• • • • • • • • • • • • • • • • •• • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EXAMPLES OF TRAPEZOIDAUTRWNGIAAR LOADING: t t_- , I ( PW LOADING OF VERTICAL MULLION L-lz O LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION Q r m LBS Pw N PW w Z a ° 0 00: SHIOH 8 LOADING OF (2) HORIZONTAL MULLIONS ,0� 0 LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION NOTES: RODOCT REVIsftn s cotnplyin8 eiith the Flaido 1)DRAWINGSARE o{IdingC�dc RERESENTATIONS OF TYPICAL 1 Imso, I [001000 I1/ LOADING OF VERTICAL MULLION PW CONFI RATIONS. to ou42yto _ - - - CONFlOURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM 3y D (tU4tc .W� LOADING OF VERTICAL MULLION PW CONFI RATIONS. to ou42yto _ - - - CONFlOURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM 3y D (tU4tc .W� THOSE SHOWN. 2) IF THE LOADING TYPE CANNOT USE ``�•��'' •ICEN '. /(!�` /��i Q' ; �" 3F •'•, PW BE DETERMINED, = '•, RECTANGULAR LOADING. No. 58705 * 3) SEE PRODUCTS• APPROVAL FOR ACTUAL ANCHOR LOCATIONS. jj �O�•.• 37A7 ''�;s��NAL 'E•1,�• ''Ilnntttt` LOADING OF HORIZONTAL A. LYNN MILLER, P.E. MULLION FL P.E.# 68705