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WS-16-2668 646 .. 6 >` .Ns i, Miami Shores Village "' P it 10050 N.E.2nd Avenue NE Miami Shores,FL 33138-0000 Phone: (305)795-2204 PeritPRt�13 f Ex p.iration: 06/18/2017 ''i2Ci' Project Address Parcel Number Applicant 622 NE 98 Street 1132060171830 Miami Shores, FL 33138- Block: Lot: SEBASTIAN CANNATA Owner Information Address Phone Cell LSEBAS=TIAN CANNATA 622 NE 98 Street MIAMI SHORES FL 33138-2522 Contractor(s) Phone Cell Phone Valuation: $ 12,619.00 SUPERIOR STORM SOLUTIONS,INC (305)638-8420 ., _..v._. _. ., ... ._r___. _... w. Total Sq Feet: 0 Type of Work:WINDOWS WILL BE REPLACED BY ALUMINI Available Inspections: No of Openings:5 Inspection Type: Additional Info:WINDOWS WILL BE REPLACED BY ALUMINI Window Door Attachment Classification:Residential Final Scanning:4 Review Building Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $7,gp CCF Fee Invoice# WS-9-16-61506 DBP $2.25 09/28/2016 Credit Card $50.00 $137.30 DCA Fee $2,25 Education Surcharge $2.60 12/20/2016 Credit Card $ 137.30 $0.00 Permit Fee $150.00 Scanning Fee $12.00 Technology Fee $10.40 Total: $187.30 In consideration of e i suan t me of h permit, I ree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto n s ict con o ity wit t plans, awings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this pe it I ss me res ns!bility o all w done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELE TRIC A UMBIN MECH C WINDOWS,DOORS,ROOFING WIMMING POOL work. OWNERS AFFI AVIT: I ce that al th fore i info ation is accurate and that all work wi be done in compliance with all applicable laws regulating construction and ning. Futh ore,I utho.. th ab named contractor to do the work stated. December 20,2016 Authorized Sig re:Owne plica / Co ractor / Agent ate Building Departm t C p December 20,2016 1 Miami Shores Village RECEI'V'ED jb� 6 Building Department SEP 28 2016 ��0 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 BYQA' ry0� Tel:(305)795-2204 Fax:(305)756-8972 �\ INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 201 BUILD G (waster Permit No.ws L -M--6 rT APPLICATION Sub Permit No. ING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP ^� v L_ll /4 CONTRACTOR DRAWINGS � JOB ADDRESS: 'dd wwin ! 1 0 sfrj �' City: Miami Shores County: F1 Miami Dade Zip:5a 13"a "•24-72 Folio/Parcel#: �' ��A 0 _ i* y �Q Is the Building Historically Designated:Yes P00000 NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholdeerr):Sr-bc4-=A tin \14 Q.G+ 9flone#: Address: �.J�0 ' Z4 �� city:IM(C4M I � .�0 YIf% State: L Zip: X 3 13 Tenant/Lessee Name: Phone#: Email: `•� �7 CONTRACTOR:Company Name: rl� 61 Uh Vil Phone#:� �3d b qac Address: L4A1- �j( o-'� GY'i... CitymY1_ay State: �� Zip: 3/q2 Qualifier Name: —S- Y 1 )14 Q S a! Phone#: Q State Certification or Registration M Certificate of Competency#: DESIGNER:Architect/Engineer: \Q Phone#: v� Address: 2 �V� ity: / ! t6/Y)/State• �Zip: Value of Work for this Permit:$ V Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Z Repair/Replace ❑ Demolition Description of Work: bd 410h-liniurr iellacl !.� Gr V /�''fro oG( o ✓' n ; Specify color of color thru tile: Submittal Fee$ ID� � Permit Fee$ ��1Jnn�•v� CCF$ �® CO/CC$ Scanning Fee$ 12 ,M Radon Fee$ DBPR($ •�� Notary$ Technology Fee$(0.4® Training/Education Fee$ 0 • 6v Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN AT EY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building perm' with an estimated value ex eding$2500, the applicant must promise in good faith that a copy of the notice of commencemen and const ion lien law bra ure will be del' to the person whose property is subject to attachment. Also, a certified copy the recorded tice of comme ement must be posted a e job site for the first inspection which occu eve (7j days after a building permit ' issued /n ab ence of such posted n tice, the inspection will not be approved a d a reins ection fee will a charged. Signature e OW R or AGENT 0 RA R The foregoing instrument was acknowledged before me this The foregoing instrument s a know/ledged before me this � day of 57e20 �� by day day of �e �i 20 by 'A \A awho is personally known to X Ja2G-e ,who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Signk (t! V zi Print: / vo A � e-5 . Print:L�4✓kawo Seal: Seal: SARf9ARA MARIA RU Notary Public-Mete of FWWa ,00h r°�'�,�� A MARIA No"Publlc- ete of Fft •= Commission# FF2817 * ' oft .: 20** ' Commission#FF 2183 in '1q7 atinna cn '9 'I`13 gnn,ir,+thr miah National Notary Assn, APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 004606 Local Business Tax Receipt Miami—Dade County, State of Florida —THIS IS NOT A BILL—DO NOT PAY 5790671 BUSINESS NAME&OCATION RECEIPT NO. 10$i EXPIRES SUPERIOR STORM SOLUTIONS INC RENEWAL 4237 NW 37 AVE 6038004 SEPTEMBER 30, 2017 MIAMI FL 33142 Must be displayed at place of business Pursuant to County Code Chapter 8A—Art.9&10 OWNER SEC.TYPE OF BUSINESS SUPERIOR STORM SOLUTIONS INC 206 MFG/RECYCLING/PROCESSING PAYMENT RECEIVED C/O JORGE L RIOS BY TAX COLLECTOR Employee(s) 1 $75.00 08/09/2016 ' FPPU06-16-021466 This Local certification saTax Receipt only confirms payment of the Local Business Tax.The Receipt is not a license, permit or a certification of the holder's quaHBcations,to do business.Holder most comply with any govermrreotal Or nougovermusubl regulatory laws arnl raquiremems which apply to the business The RECEIPT N0.shove must be displayed on ell commercial vehicles—Mlaad—Bade Code Sec ge-278. For more faf wooden,visit e r Miami shores Village ♦SNoREs Li Building Department ..,��„ 0 10050 N.E.2nd Avenue L'r 'o�� Miami Shores, Florida 33138 �kres,ao Tel: (305) 795.2204 LOR1Dp' Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal,changing and/or replacement of any type of windows,doors,sidelites,skylights or fixed glass(cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in-progress inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shims, etc. Inspector will also verify anchor type,edge distance,embedment and spacing.The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement-, O9 1 Qualifier/Owner Signature Date Print Name v SE � 2016 � CITY MIAMFDAdE MIAMI-DADS COUNTY PPRyf' CT CONTROL SECTION DE®NT OF REG t� TORY ECONOMIC RESOUR � � 05 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidede.eoyteconomy PGT Industries 2-V v S 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone.- DESCRIPTION: one:DESCRIPTION:Series"CA-740"Outswing Aluminum Casement Window-L.M.I. APPROVAL DOCUMENT: Drawing No: MD-CA740-LM, titled "Casement Window Details - LM & SM', sheets 1 through 10 of 10,dated 08/08/12,with revision A dated 05/15/15,p;eparod by #eturer,...•:• signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County PsQduct Conbol Revision .• stamp with the Notice of Acceptance number and expiration date by the Miami«� Cotu4.ltroduct..9.:. Control Section. •••••• • • • MISSILE IMPACT RATING:Large and Small Missile Impact Resistant •• •• • LABELING: Each unit shall bear a permanent label with the manufacturer's TWAN&sx logo3.Git.% state,..:..' model/series, and following statement: "Miami-Dade County Product Control Approved, unless btkerwise•••••• noted herein. :00:0: • • RENEWAL of this NOA shall be considered after a renewal application has beer;filed and tyre baa been**•• no change in the applicable building code negatively affecting the performance of 08*oluct: .... :6000: TERMINATION of this NOA will occur after the expiration date or if there has been a revisioribr aange in the materials, use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed.in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer- or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#12-1218.09 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.1"519.13 MI MI AIi��COUNTY Expiration Date: April 11,2018 ■ , Approval Date: July 16 2015 711-000 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 12-1218.49) 2. Drawing No.MD-CA740-LM,titled"Casement Window Details—LM&SM", sheets 1 through 10 of 10,dated 08/08/12,with revision A dated 05/15/15,signed and sealed by Anthony Lynn Miller,-P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of a series CA740 outswing aluminum casement window,prepared by Fenestration Testing Laboratory,Inc.Test Report No.FTL-7065,dated 10/05/12,signed and sealed by Marlin D.Brinson,P.E. (Submitted under previous NOA No. 12-121&09) 6696 C. CALCULATIONS • . . 6666 6666.. 1. Anchor verification calculations and structural analysis,complyfxg with FBC. b Edition(2014),dated 05/16/15,prepared by manufacturer,signed:wd seJeJ bq ... • • Anthony Lynn Miller,P.E. "6666 ."" ' 6666.. 2. Glazing complies with ASTM E1300-04 .• • 6666 . 66 66696 96.06. 000000 99666 D. QUALITY ASSURANCE •• •• •• • 9996:9 1. Miami Dade Department of Regulatory and Economic ResourIM VWR). •, . . . . ..9996 6666.. E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "Kuraray SentryGlas®(Clear and White)Glass Interlayers"dated 06/25/15, expiring on 07/04/18. D IM A- Manu- rez,P.E. Product Cont of xaminer NOA No. 5-0519.13 Expiration Date: April 11,2018 Approval Date: July 16 2015 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-511 Edition (2014), dated May 16,2015,issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. G. OTHERS 1. Notice of Acceptance No. 12-1218.09, issued to PGT Industries for their Series"CA- 740"Outswing Aluminum Casement Window- L.M.I."approved on 04/11/13 and expiring on 04/11/18. i 0000 . . 0000 0000.. 0000.. 0000 0000.. 0000.. 0000.. 0000 .. 0000 . .. 0000• 0000.. .. . 0000 0. 0 0 0 .. 00 00 0 0.00.0 :00:0: 00 0000.. 0000.. .0 0 0 .0000. 00 . 0000 . . Manuel ez,P.E. Product Contr aaminer NOA No. 5-0519.13 Expiration Date: April 11,2018 Approval Date: July 16 2015 E-2 s118'LAMMATL'D 7AWLANNATED ._..( GENERAL NOTES:SERIES 740 IMPACT-RESISTANT GLASS STACK GLASS STACK I CASEMENTWINDOW DESIGN PRESSURE RATING IMPACT RATING .G rwrAcn%B WSG•BY KIPARAY VARIES. RATED FOR LARGE&SMALL UW AN GALEDBY A 311V ANNEALEDOR AkERICA•NQ 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE SEE SHEETS 641 MISSILE IMPACT RESISTANCE GLASS AMEIWAHEAT-STnRENOTHEN• 3T18'ANNEALEDOR REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE MGHGLASS �i 37"WIDTHVELOCITY HURRICANE TONE 0102. 39 GLASS ® 38 GLASS 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN W040-BORN DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ.THE 25.476'MAX.O.C.IF WIDTH IS 11116'GLASS BRE 1111W GLASS BRE OUTBOARD LITE(CAP)MUST TEMPERED UNDER 33.476'(HEAD&SILL 36 38 3)FOR MASONRY APPLICATIONS IN MWMI-DADE COUNTY,USE ONLY MM"ADE MAX. 8,SEE SHEET 2 3 COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR so so EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS S2 32 AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE.SEE TABLE 3.SHEET 4. GLASS TYPE 1 GLASS TYPES 2&3 4)ALL WOWBUCKS LESS THAN 1-tYr THICK ARE TO BE CONSIDERED 1X S - \ — 17.11T IN8TALLAMONS.1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED 1 MAX 7B•NONL 716.1�0.L DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-112'THICK OR A \ A.SEE O.C. GREATER 1X AND 2X BUCKS(MA•IHN USED)SHALL BE DESIGNED TO PROPERLYSHEET 2 + GLASSSIACK ShWLAM RATED 6LASSSEACK 7113'LAUDIA'D:D TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION L MASS STACK GLASS STACK 18 THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. \ 1B'ANNEALED GLASS HEAT GLASS WMAX. 7118•AIR� -0WLRJman6 a 114'mwA= 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALT.BE BEYOND WALL DRESSING \ O.C. 1$ANNEALED OR BY KURAPAY NWANNEALW .Sgo-Sc�rKURARAY OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON Tt GLASS GLASS ANEIWA.INC. TABLE 3.SHEET 4.NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF w / \ USE ANCHOR UrANNEALBD 3T-Sf G'DIEOR GLAsB THE FRAME.INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL VISIBLE PAIR AT EACH exreR R —� SEALINOIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION �t�, JAMS IF SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE HES HEIGHT IS 11118'GLASS BRE fir-' 11116'GLASS BRE INSTRUCTIONS. (DLO) / / 26'OROVER 37 37 0)SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT Is 3 3 NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING / 76• APPLIED LAkDS.WOOD BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED HEIGHT 31 BB 31 60 TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. / 32 32 7)DESIGN PRESSURES: GLASS TYPES 4&5 GLASS TYPES 8&7 A.NEGATIVE DI MON LOADS BASED ON STRUCTURALICYCLE TEST PRESSURE, / T18°NOM FRAME ANALYSIS AND GLASS PER ASTM EIMO. GLASS Surat �.1 711a LAMINATED 8,POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE.STRUCTURAIJ I CRASS STACK CYCLE TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. I 3110•ANNEALED OR 1MAIRB11ACE TSfRFNGTHENED GLASS B)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE Asi-W'MIRARAY WINDLOADS CORRESPONDING TO TIBC REQUIRED DESIGN PRESSURE.THE AMSPoW- 33-113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS T &O B G1A88 311B-AGPIEALEDOR PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF 4'MAX _J 14.172' O.C. WIDTH IS 3B GLAT-9Tr+liNGDiENEb ASS ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER 33.476'&OVER(HEAD AD&SILL) 9mm DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA 30'VISIBLE �3 BUILDING CODE FOR CORROSION RESISTANCE. OPENING(OLA) 37 11116'GLASS BRE 9)REFERENCES:TEST REPORTS FTL-7066.3579.3590,3724;ELGO ULTRACON TYP.ELEVATION OF 3 NOA;ELCO CRETEFLEX NOA:ANSIAF&PANDS FOR WOOD CONSTRUCTION AND I'•'�' ADM ALUMINUM DESIGN MANUAL CASEMENT WINDOW '31 32 PRODUCT REVISED AT cmp1T1B5 TviLb ft FIGSWa TABLE 1: GLASS TYPES 8&9 °i code •11511,13' Glass S •• ••• • • • \ till Y Revised By Dole: Reyisfon g At•epla Lce jb1b ry� • • • • i i 4t% 1(NN IV14 `�.�. B7 1 6118°Lem)(116 An-.O1Gt}'F'VB-118 n 8 G94ERAL N S- +.• • •1 • • LvZ 0.•'�ENSE' .P ,� Pia a 2 7116'Lams(31 8 An-.098'SG-3f18 An 8 ELEVATI 7i--�- 1• • : • ;� Revised 6y DoW y Revision (2014) 3 7118'Lemi 18 Hs•.090' 3118 Hs) 7 GLATZ�WG�n rAns__:w:--.—..-2' 140,0105 LM 5115/15 FBG UPDATE 4 rleLaml.IG 1r8An-7118 Air-1ffAn-.090'PVB-11el� b - ASSEMBLY TUBE DETAILS--3 - r ® Des"ollon: Din 1b: s ire Lam1.IG(ue -7r1e A0.118'An-.098 PVB-ve An 3 - 4, w- GLAZING DETAILS J ROSOWSKI 7/e LemL l0(3T1e An-114'Alf- 18'An-. •3118'An) 9 ANCHOR SPECIFlCATIONs-....-....4 -' a LS wy AN OA AtEA11ES.._. .a_..4••• - o'y• 6F 7 7/e L.alnl.10(3f1W An-1W -3118"HS-.DOW 30-3f16-HS 7 OESI ES...«....•. •8.9 i' P•.•' �`• 1070 TECHNOLOGY DRIVE Title: Outs: 8 718'Lam!.IG 3118 T-114'Air-3118 An SG•3118'An 9 DET - 10 • "�'''•!1`I \�' �� N.VENICE. FL 34275 -M+""' • '+ •' +" �r, P.D. Box 1529 CASEMENT WINDOW DETAILS-LM&SM 08/08/12 71e Lem) IG(3118 T-1r4'AV-3118" 890°SO-3118'HS) 7 • • • • • L�� '. \� NOKOWS FL 34274 BUTAC�BY KURARAY AMERKTA,INC. •• • • • •1 t 1 L\\� Sar7es/dtodeL• Score: Sheet: Drow7ng No. Rei *W-SENTRY YKURARAYAMERICA,INC ``L PEy PE CERT. OF AUTH. 829296 CA-74O NTS 1 OF 10 MD-CA740-i M A ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION INSTALLATION INSTALLATION OPTION 1 EDGE EDGE DISTANCE OPTION 2 OPTION 4 WSTALLATION ANCHORS DISTANCE INSTALLATION ANCHORS INTO 2X WOOD. CONCRETE/CMU INSTALLATION ANCHORS INSTALLATION INTO METAL PER ANCHOR DIRECTLY INTO MASONRY. AS REQUIRED PER 2 EMBEDMENT REQUIREMIIJT BUCK WIDTH TABLE 3,SHEET 4 ATTACHED TO �. .�. � 114•MAX 16 18 FRAME BILL 1p 17 TYPE, SHIM ATTACHED TO EMBEDMENT .i• VENT SILL 'y 13 #12 STEEL AND SELF-DRILLING 6 1 DISTANCE PER •". 4 8 12 SMS,SEE TABLE SUBSTRATE, Y0 3, tEET4. 22 23 4 SEE TABLE 3, O SHEET 4. C 3 DADE APPROVED EDGE 16 84 MULLION,ALUMINUM. 3637 6 DISTANCE 84 sowacoa�ua, 38 39 STEEL FRAMING OR J� .a 82 STEEL STUD. 82 ATTACHED TO VESILL 35-37 81 NT ATTACHED TO[ Q 24 I FRAME JAMB 13 EMBEDMENT 1 1 — VISIBLE LIGHT WIDTH(OLO) 3 5 83 70 FOR SNUBBER REQUIREMENTS, g EXTERIOR EXTERIOR ATTACHED� B r OPTIONALADDON SEE TABLE 4,SHEET 4. j L WBdDOW WIDTH 12 FLANGE®HEAD, v SILL&JAMBS HORIZONTAL SECTION A A SEE L EGRESS FORMULAS: WINDOW 81 11 Al.BELOW WIDTH,WASH HINGE:WINDOW WIDTH•13.112 HEIGHT JAMB NOTES: NOTES:' WITH,EGRESS HMC :WINDOW WIDTH-7.112 1$ LIGHT 10 HARD- 1)USE ONLY SUBSTRATE•APPROPRIATE I / 1)WHEN INSTALLING HEIGHT:WINDOW HEIGHT-8 VISIBLE ANCHORS LISTED ON TABLE 3,SHEET 4. y / COMSINATION UNITS• HEIGHT FOLLOW EMBEDMENT FNEDEDGE .L / ADDITIONAL INSTALLATION VISBLELIGHT FORMULAS., BUCK DISTANCE LIMIT'S.ANY INSTALLATION / / 10`MAX. ANCHORS MAY NEED TO BE WIDTH:WINDOW WIDTH-7 (DLO) HEIGHT OPTION SHOWN MAY BE USED ON ANY / INSTALLED THROUGH THE HEIGHT.WINDOW HEIGHT-7 SIDE OF THE WINDOW. / / L WINDOW FRAMES AT 10'MAX ATTACHED 1-ire / FROM EACH SIDE OF THE FRAME 2)ALL WOOD BUCKS LE98'IHAN 1- TO FRAME THICK ARE TO BE CONSIDERED 1- ASSEMBLY TUBE CENTERLINE. ATTACHED TO JAMB INSTALLATIONS.IX WOOD BUCKS ARE SEE TABLE BELOW: FRAME JAMB 89 OPTIONAL UNIT MAY BE INSTALLED I DIRECTLY TO SUBSTRATE.WOOD BUCKS --.•I Y'� 10'MAX. A�tWW A�h�R on each AS 2X ARE 1-111 THICK OR SEE DETAIL A2.BELOW 80 otthe FMrro Tube A ATTACHED TO GREATER.IX AND 2X BUCKS(WHEN USED) r tANldmr Aam"W T JAMB SHALL BE DESIGNED TO PROPERLY u T1Ad0i A B•C 8 D TI TRANSFER LOADS TO THE STRUCTURE. 1T• tP 0 0 82 WOOD BUCK DESIGN AND INSTALLATION 27-20.0' 0 1 IS THE RESPONSIBILITY OFTHE ENGINEER > 2V* 1 1 38 38 63 OR ARCHITECT OF RECORD.MAXIMUM vvhwm 17 SHIM THICKNESS TO BE 114°. u Hera Arnhor%C 6 D 20 18 18 TF- /r 0 82 DETAIL IEDETAIL 23•-28.8• 0 1 PROVVCTRITVISBD 21 Al A2 20•+ 1 1 �d 9�thUmFlggwaa 1 IX WOOD •• 000 • • • �, Revised sp Dole; Revlalon B; mttonDefo 18 1884 BUCKSTRI : ••: : • : LYNN 411SEE NOTE2. D Ptahm' THIS SHEET• •• • • • • •�•W..'rjvGENSF''•.FQ • • • • • • � Revised W. sole: Rawt97on A. IW MAX SHIM•• ••• •• • '•NO,001 •. = LIVI 5/15/15 NO CHANGE THIS SHEET EMBEDMENT • `�,tS ;btu= CROSS SECTIONS&INSTALLATION J ROSOWSKI F:ERRTE . • + • • • • • 0 ,�.; 1070 TECHNOLOGY DRNE rife: Dela:.; •` • • • • • :1l� QOpMOP,•"4,\ N.VENICE, FL 3x275 CASEMENT WINDOW DETAILS-LM&SM 08/08/12 •• • • • • • �•�"�'•y.'••• C�� P.O. BOX 1529 INSTALLATION OPTION 3 VERTICAL SECTION B-B ••' ;` `•• ••` l�!<`SlF7N>9.1- �`� NOXoIaIs; FL 3a27a serie8/ Scale et: aradog No. Rer. INSTALLATION ANCHORS THROUGH A�41AO.Lkai P.E. 1X SUCKS, INTO MASONRY. Paotltrms CERT. OF RUTH. 029298 CA-740 NTS 2 OF 10 MD-CA740 . •• •. . • . .. .• •.. . . . •.. . . CASEMENT(X) CASEMENT/CASEMENT(XX) AWNING/CASEMENT/FIXED CASEMENT(XXO) PRODUCrItMSED m WsMIYhs WO ft Flmlda 8nild'mg com r-- 10',SEE NOTE r,THIS SKEET p��„�y tvo sy-O$lq•13 flQURE 1: FIGURE 2: 74(SERIES r AWNING ay WINDOW pyo i /lir —D FRAME WINDOW / / / -T� /" �_ASSEMBLY— HEIGHT �� J TUBE FRAME ASSEMBLY TIME NOTES: W Q 10•,SEE NOTE 7, O 1)DIMENSIONS SHOWN ARE LLI \ \ / THIS SHEET 740 SERIES \ TIP TO•TIP DIMENSIONS FOR EACH T �� ----CASFAIENT INDIVIDUAL WINDOW.FOR39ES NOT I ' / WSW / SHOWN,ROUND UPTOTHE NEXT fn .� �. I", AVAILABLE WIDTH OR HE WIDTH 740 WINDOW = {�• T40 740 / E DIMENSION SHOWN ON THE TABLES. -22 a SERIES FRAME SERIES FRAME 2)ANY 740-SERIES PRODUCT l!.) CASEMENT �Y E MEW 'ASSEMBLY.1� (CASEMENT,AWNING OR FIXED E TUBE CASEMENT')MAV BE ATTACHED TO _H J / AAASSEMBLY FRAME LL SETE� WIINOW NDS FDId a O ^^FI 740 SERIES / NOA FOR ANCHORAGE,SIZE AND V LL EO WSVDOWI'•`� / DESIGN PRESSURE LIM IATON3. Z 0 )a••. 0 'SEE PRODUCTS NOA FOR 3)ALL WINDOWS NTHE LLI W M 740 SERIES / \ INSTALLATION SPECS COMBINATION UNIT MUST BE ABLE TO LO C4 INDIVIDUALLY COMPLY WITH THE r. •r• y CASEMENT EXTERIOR /� REQUIREMENTS OF THEIR } > WINDOW n // / RESPECTIVE NOA O 4)FRAME ASSEMBLY TUBE TO� � $O Z 740 SERIES 740 SERIES FASTENED TOWSmOW,ASSHOW IN AWNING CASEMENT DETAILS,WITH MIN.012 X T SHM Y V FOR SINGLE UNITS: W WSW METAL SCREWS.USE THE SAME d1 MIN.012XT8M8 SPACINGANDQUANTITYASTHE W 3 Q Z 1)DETERMINE YOUR WINDOW SIZE THROUGH FRAME OPPOSITE FRAME MEMBER J LU M it I�• AND GLASS, INSTALLATION HOLES FRAME ASSEMBLY S)THE FRAME.ASSEMBLY TUBE MAY J N s m W �Q 2)KNOWING ING YOUR ANCHOR TYPE ASSEMBLY TUBE NOT EXCEED ST IN LENGTH(AS USED g ` 0 V AND SUBSTRATE,DETERMINE TUBE IN A 63'FLANGED WINDOW)OR BE J YOUR ANCHOR GROUP FROM MIN.012 X M 8.12 X USED IN TEE OR CROSS -7 TABLE 3.SHEET 4. 1'SMS 740 SERIES THROUGH CONFIGURATIONS. THROUGH CASEMENT 3)FROM SHEETS 69,FINDTHE INSTALLATION Whom TION THE FRAME ASSEMBLY TUBE S ® o r SHEET FOR YOUR GLASS TYPE. / R, HOLES NOT REQUIRED TO BE CLEWED TO c n r FIND THE PRODUCTS DESIGN 740 SERIES 740 SERIES THE SUBSTRATE ALL EXTERIOR i;'� PRESSURE FROM THE TABLE �n FRAME JOINTS TO BE SEALED BY INSTALLER CASEMENT EXTER R ASSEMBLY WW LABELED�E3ttGM PRESSURE 740 SERFS z w Q (PSF)FOR SINGLE W4NDOWS,ALL WINDOW 'V TSE EXTERIOR EXTERIOR FIXED 7)FOR ALL COMBINATION UNITS, z 4 ANCHOR GROUPS". � 1 CASEMENT ADDITIONAL INSTALLATION ANCHORS HORIZONTAL SECTION GC 4.J W94DOW MAY NEED TO BE INSTALLED 4)DIMENSIONS SHOWN ARE THROUGH THE WINDOW FRAME AT o z z TIP TOTS'.FOR SIZES NOT 1('MAX.FROM EACH SIDE OF THE SHOWN,RAND UP TO THE NEXT FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY CDMBNE4Jl4SEMBL1r: VERTtC9L 8EC_TION D-D VERTICAL SECTION E•E FRAME ASSEMBLY TUBE AVAILABLE WIDTH OR HEIGHT • • • ' —"—^�— CENTERLINE.SEE TABLE BELOW. LYNN DIMENSION SHOWN ON THE 1)DETERMINE EACH INDIVIDUAL WINDOW TYPE.SIZE AND GLASS MAI�UP,q4 FIf UR•(581I2:m*HEET.DETERMINE YOUR ANCHOR GROUP FROM TABLE 3,SHEET 4. AdOlonal Andra Roqutmd anauh `�� pN ,....., TABLES. • •• • e • • ••• • Sldsof0e FrmasAse Tubs A ;�'��;• `ACENSF'•;FAQ �� 2)FROM SHEETS 5.0,FIND THE SHEET FOR YOUR GLASS TYPO. • • • • • • • tvwaw S)USING THE TABLE LABELED •• ••• •• • • • •• ~ Anofgr ` ••'• �' IWAVOW ANCHORS REQUIRED' 3)FIND THE DESIGN PRESSURE FROM THE TABLES LABELED -DESIGNPRESSURE(PIF)FORW9NDOWS ATTACHED TD A VERTICAL FRAMEASSH�Y TUBE' OR 9ES1GN LL Width A B.C 80 rY.' No.58705 (TABLE$SHEET 4j DETERMINE PRESSURE(PSRFOR W4AN)OWSAT7ACHEDTOAHOR=ffALnVIMEASSEMKYTUW, DEPENDING gNWHICH WAY THE FRAME ASSEMBLY TUBE ISORIENTATED.THIS 1 •210' 0 0 THE NUMBER OF ANCHORS MUST 8E DOA1E FOR EACH WINDOW IN THE ASSEMBLY.AND THE LOWEST DESIGN PRESSURE APPLIES TOTHE ENTIRre ASSEMBLY.DIMENSIONS SHOWN ARE T�TO•TP. 23••2d0` 0 1 :�; NEEDED INTHE HEAD.SSA AND FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVNLA"W WH OR HE16HT DWC•N$ION SHOW60M TV TABLES. 28•+ 1 1 _'O Z- 7' iF uti JAMBS OF YOUR WINDOW. • • • • • • • • • WtrMow Andax ,f� •. S AT ;•I- 8}INSTALL AS PER THE 4)USING THE TABLE LABELED RMNDOWANCHORS REOSIRED•(TABLE 2.6HEKT 4),KTERMOO-WE NA(►W OF ANCHORS NEEDED N THE HEAD,SILL AND JAMBS Or 1.. HOW A B.C 6 D A` �C ORiOP.•' a• • •WINDOW. • • • • • • • IT,• o �5 INSTRUCTIONS ON SHEET 2. • •• • • • • • • • e �i S�QN AI 6)INSTALL AS PER THE INSTRUCTIONS ON SHEETS 1-'1 NOTE�,T ADOIfl&M AN&ORS THROEGH THMNDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED(SEE 2r 25.r SHEET 2),AND THAT MSN.012 X 1•ANCHORS ARE 70 BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE(SEE DETAILS ON THIS SHEET} 2b•+ 1 1 P.E.0s b • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• 0 • TABLE 2: TABLE 4: Whrdow Anehore Required Jamb Snubber Locations Wk4w on mcom yles.ISBD f4leas aae000pl�0i1b1heFlvtida ager 26•IIVIV 3/ 30' 83-1/2' se' 87' A ee No 15-0 � ArAw Gap I GAno wGro p Anfor[roup Andworoup Amdw(bmQ (type 11.4&6) Crypes PVB 2 3&8 3) ro �lEe Date A 1 B C&D A B 1090 A B C&D A S C&D A S C&D A B C&D A B C&D under 23• Jandf 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 or end Notre 17 nmm� B7 PraWd HeadlBq 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 S 3 3 3 3 Ess R�� eenh end&30' mtaHS Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 max 0�3V Q HeadlBq 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 S 3 3 3 8 12'max.Sam Jamb 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 stet 83' owh end&30' eHowe" 2 a 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 8 rnex O.C. W Jamb 4 4 4 4 8 4 4 6 4 4 8 4 4 0 4 4 6 4 8 0 4 YZ 45 °PVB'=E TR BY XURARAA AMERICA, INC.INC. tie�/8q 2 2 2 2 2 2 2 2 2 2 3 2 9 3 2 3 9 S 9 4 8 SENTRY KURARAY AMERICA,IV Jamb 4 8 4 4 6 4 d 0 4 d 8 4 0 8 4 0 8 4 8 6 4 ' HUMM 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 S 4 3 g r` a �, Jamb 8 8 4 8 8 4 g 0 4 0 8 4 8 8 4 8 8 4 0 B 4 1)USE THIS DTRTME (A U ..3GR Haa/8® 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 8 3 9 3 4 3 ALLWINSAMPLE CONFIOURAT10N3: o� a Jamb 8 8 8 8 8 9 8 8 8 a 8 8 8 0 0 8 8 8 0 g 8 ELEVATIONS ON SHEET 1. �' Heaal80 2 2 2 2 2 2 2 2 2 a 9 2 3 9 2 3 3 S 3 4 3 DIMENSIONS ARE WwDOWTIP-TO•TIP. X U O Jamb 8 8 8 8 8 0 a 8 8 0 1 /0 8 8 t0 8 8 10 0 8 10 8 ' fiefllVBq 2 2 2 _2 2 2 2 2 2 2 3 2 2 3 2 9 S 3 9 9 9 SHOWN,ROUND UUP TO LL O Jamb 6 8 0 8 8 8 8 10 8 8 10 8 8 M 8 8 10 8 8 t0 0 �' lbedPBq 2 2 2 2 2 2 2 2 2 2 9 2 2 3 2 3 3 3 3 3 3 �pTM OR AVAILABLE X, U Jamb 0 8 e e t6 a 0 10 8 0 10 8 8 10 a DIMENSION SHOWN ON Ho 861 2 2 2 2 2 2 a a 2 2 1 3 1 2 1 a 1 3 2 THE TABLE. X D O N CY 0 X TABLE 3: - tr> Q Z Mtn. Mln. Mie, Andes ExAMPLE 1:FOR WINDOW COMBINATION SHOWN BELOW,7H8'ANNEALED 80 LAM.GLASS, X O X X X fCW Greg Ano w Substrate Edge O.C. Embedment Plate 114'MASONRY ANCHORS INTO CONCRETE,+701-80 PSF QP REOWREO,NO ANCHOR PLATE Y Distance Oloanoe Required? Tie steel Ultreoan Ho6aw Blodt 1' 8° 14/4• NoCASEMENT ANCHORS: W W S. ne off 1' 1315 No A)FROM TABLE 8,ANCHORS C&D ALLOW A DP OF+701-90. p'� p'� 0 ..0 A 014,steel BMS M BOWTS Ahun, ala' 8/8' 086' No p O V W U of 614,410 88 SMS A30 Steel 3I8' sw .060' No B)FOR THE JAMB,FROM TABLE 3,ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE pv pV' . tlp1 A653 Stud,ar.33 SIS' 818' AW,20 GIL NO DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. S.Pine 6!8' 1' 13/0' d B912,e"SMS 8083.78AWm. 310° 8/5 C)FROM TABLE 2,8 ANCHORS ARE REQUIRED IN EACH JAMB.or 912,410 88 BMS A36 8teet Go AW A883 OG 33 318' 818' 20Ga. D)SIMILARLY•2 ANCHORS ARE REQUIRED W THE HEAD&SILL.zmk concrete U4'steel Ultrecon 2.82 Qororete fit• 4" w E)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. I..16°��1I..��10• 1 "a'nBe Hdow abok 2117 8' 1.1/4• OL ,cGC .Pbre " 13/5 F)PER RULES ON SHEETS 2( E D&SI L'I/DDITIONAL ANCHOR ON THE FRAME ASSEMBLY ' zup912,steel SMS(OB) TS AWm. 318' !V8" .0717Q TUBE SIDE OF 711E AWNING(HEM 8 S61} 1 4' or#12,00 88 SMS A38 Steel am 818' .ow Yee A653 ,Or.33 .0w,Is Go. Yee }T z z 8.Phar 815 1' 1318' Yee FIXED CASEMENT ANCHORS(SEE SEPERATE NOAT, 914,steel SMS(G6) 8063• um. 3I8' 618° .0713' ee AA A�%T�IyAN�HORS•C&Dj L$W A UP F+701-83.1. -{— ar914.410838M8 g388tea1 af8' Yee 108' A883Bbd.Or.33 318• BA° 18 Ge. Yea �.''""•} / � �)FOR THE M 1�` C HAS THE PLATE.AND 13.?b° � (y@1Y LY Zm concrete 1' 13/4" Yee Sy69TRA'ff ES�t DCIS Q IvETHEANCHOR PLATE. �!�-, � •�� ......,•• !� 2.888 Concrete 2-1W 318" on • • • • • • • • • 81• /� / � � P:' 9� � •'410ENSLc'•.,Ct' 1/4'steal U2weaf D Hollow 2.1/7 8" 1.1/4' Yes 4WROMrVJLE 29PWNCH•RS ANE RMWAD 01 EACH JAMB. \ K Fwd Bhwk 2.1/7 4' 1 4• Yes No.58705 114'41038 3.31k Concrete 1' 8' 1.314' No D)SIMILARLY,3 ANCHORS ARE REQUIRED IN THE HEM&SRL. _ =_ txeteFlez HoBarBboN 2• 8' 1-1/4• Na \ -'O &5k Concrete 1-114' S 13h4' No ••:q�FyBLTTE.fj�{ORB�Q:OWIN:Gy1QELINF�FROM ELEVATION ON SHEET 1. y U• 8� 8118'steel Ultmaon Ho6av BkWt • 1 I(S '•([1 'IF)PEORULES 016"ET 2ANSTALL 1&WMO*AL VVCHOR ON THE FRAME 4• 4' ,c a F19ed Blook 2-112' 8° 1374' No ••ASSEMBLYIUBE SDE OWM FUZED 01ASBMENt(Hfa4Q&SILL} —7' y�i�t�s '.•ZORIDP•.•'��\w: • •• • • • • • • • • I T �i S'/ NOTES: •• • • • • • {�-- 28' ��1 NAI_ 1)ANCHOR MUST EXTEND A MIMIMUM OF 8 THREADS BEYOND ANY METAL SUBSTRATE. 20' 4r 20•►{ A/i4NNeaLL&A.P.E t� 2)ANCHORS MAY BE HEXHEAD,PANHFAD OR FLATHEAD. PJ'3Ba708 ••• • • • • ••• • • • • • • • • • • • • 0:0 ••• •• •• ••e •• • ••• •• 0 FOR GLASS TYPES: TABLE b BED D�Pressum OaQ tm Shoo AD Anchor Groups 1)5/18°LAMI(1/8 AN-.080°PVB-1/8 AN) �cm*y�9 withft Vlarlde 4)7/8°LAMI.IG:(1/8°AN-7118°AIR-1/8°AN-.090°PVB-1l8°AN} CpCaft l 05►g•�� uMer 29• 25-I&W 273W v 33-1t2' 38' W Wr'�T BY KURARAY AMERICA,INC. ton under 23' +741.88 +741$8 +741.99 +741.80 +741.80 ♦741 90 +741-80 i-q� ffi14110' +74.80 +741$0 +701.80 +741.90 +W00 +71470 tT&W } 38-Wr +71.90 +M/-W +744W 4MW +7&•90 *M-W *71410 WINDOW 40• +70PW +7440 +701.80 +701.90 +701-M +7&•90 +701.91 HEIGHT W4W +71.90 +70!30 +7&-80 +7af4D +7W40 +70H80 +7&58.2 1 z Q w +71$0 +M-90 +701.4 +M.6&8 470/$0.8 +7&-77.7 +701-74.3 1.-1 I w 83• +7&-90 +70130 +70!•80 +7d$d•3 +7&-78.8 +773.7 +78f-70.1 WIDTH (n 72• +M40 47149.8 +7077.7 48&11.8 +80J-82A +801-80.8 W-69.3 79• +7180 r7d 86.8 +741 78.7 N$7.3 H-68.8 4/-67.2 H-53.8 SEE SHEETS 1&4 FOR W 84• +70$0 1701 HOA +741 71 9 480!$2! +1-64.2 LOCATIONS WINDOWSAAND QUANMES. I-- • z z g r TABLE 1 a V N C Desi Presale"forwtndus Aneched to a ve0cel Frame Asseaft Tube (� Q 0 ID wBpfoelWltllh Z a 0 under 27 WIN18• ar 3t4' 33trr 3� 3T 04 Anchor(roup Amber Group Anchor Grmq Anchor Grata Anchor Group Anther Group Amber Group r A B C D A B C&D B A C&D S A C&D A B C&D B A C&D B A C&D urWer23- 4707!0 +701.90 r7&-90 + 990 +701-W +7&•90 +74-90 +701.90 +7&-90 +701-M +7&-90 +7&•90 +)d-90 +7W4D +701.99 +701-20 +7&$0 +701.90 P� 0 Z r 2&!5!18' +71U-90 +7&.� r71$D rr&-91) +7&-91) +7p>b +71.80 +7&$0 +7&,90 +71-SD +7&-S) +701.90 471.90 +701$0 +701.99 +701.90 +79-W +741,90 �p (M Z 3"W +71.90 +741-71.8 +79.90 +701-90 +701$1 +79-90 +701.4 +71.90 +79$0 +701-90 +71-90 +701.00 +7140 +70140 +701.91) +71.90 +701.90 +71$0 si LLI 43• +7173.1 +157.3 +79-90 4701-90 +!•84.9 +79.90 +7d� +701.90 +7&•90 +701$7.6 +7&-90 +M40 +741-78.5 +701-90 +74190 +7&.0 +741$&9 -70).90 N a F, 80518' H$93 H543 +7&•W 479-90 +/$1.4 +79-� 471$0 r7dM +79.90 +71.832 +70(.90 +71.90 +7&74.8 +71-90 +701.88:2 4r1.� +7&.84Z..3 +71.x.2 O W C� 00• M58.8 +/•488 +701.84.7 +7&410 41$1.8 +7d$t.2 +701.90 +7&-7&9 +79-90 +741 702 +79.0.6 +7&•90.3 H$29 +701.80.8 +741-78.7 +701-77-7 +7&•71.2 +70174.3 g n. 03- +!•88.7 +/•43.8 +741.80.7 +701•&9.6 +1.493 +74.77.3 +741410 +701.72.3 +701$0 -&M9 +79.84.3 +7&78.6 +1-598 +7&7&5 +741.71.8 «7&-73.7 M57.8 +701.70,7 r _ wFPAME a g �+ Lu ' t8•MAX --i I-.- ASBFatBLY s: I TUBE TABLE 7• a Deep Pressure(ps9 fx Windom AOeched to a HwkoMel Faum Asemn*TWO f • �^, Whdaw When HBGHT e undar2S' 29.18/18' 27.3!4• 39' 3&U2' 9P FRAME HEIGHT Y 1 �x 4' Anchor Anchor Anchor Arssror .L. z W Grove Ororp t7mvp Gravy Arorortrmrp Anchor Group ArehorGreOp -..� �.- wUo0 0 A0 AS A0 All 8 A C&D A a C&O A 8 C&O to•MAX 440TH (=W 0. o aZ under 29• +701.80 +701441 +7&410 +7&30 +7152.1 +Mw +701.80 +717&6 a7&•90M+M 7044.3 +79.90 SEE SHEETS 1&4 FOR WINDOW ANCHOR z u ADDITIONAL RAL LOCATIONS AND QUANTITIES.SEE SHEET 2818/18' +7180 x701 W 47180 +70P89 +71$0 +710110 +M-Oh +rd 8p 471$0t $p 479 QD ANCF RE CHORS 38W +7180 +70140 +7&40 +70f•W +74150 +7W-W +"M* +701.80 +7&•90 + tM • • • (4). pEp' 3FORANYADDITIONALA EASSE \\ 11 48! +701$0 471.4 r7&$D «7&$0 +741$0 +71.4 +71.4 +71.4 g01.8p « 470PW • • I TUBF- FORTHE FRAMEASSEM$LY \ LrNw 11+701$0 +714!0 +71$0 +701-00 +741.80 +71-W +7&490 +7&40 +74.90 + •W41TH •: Q �GCMw +701.90 +7180 +71.4 ♦7014&5 +70/41.8 +71.80.8 +7477,7 +7047.7 +7177.74R0L74.3 •7&•74! EE HE 1&4 FOR WINDOW ANCHOR&4' +70M +71-00 +7150 +71$4.9 +71-7&8 +-178.8 +7&73.7 +7179.7 +7&-73.74701-701 47970.1 LOCATIONS AND QUANTITIES.SEE SHEET No.5870572• +71-90 +701.87.2 +'74-77.7 +7471.6 481$2-0 +6&•87.4 +4/$0.9 +B&•W.9 +WP$0.94 .3 4!01&9 3FORANYADDITIONALANCHORSj+7184.8 471-78.7 +f•6l.3 N5&B aJSS,g +157.2 */017.2 4457.2N$8.0 REQUIRED FOR THE FRAME ASSEMBLY "'tl TUBE.•• • "73 ' /o04• «7&4q +70/50.4 +74-77.3 .81$21 +/542 a/54.4 • • • • • O,� 2A o !4 • •• • • • • • • • • r/ / OIVAi- 1)MSHEET 4 FOR ADDITIONAL SAMPLE CONFKRMTIM. A1L\huanm�d,P8 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P"58748 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ILE FOR GLASS TYPES: TABLE 8: PRODITC7'RBV188D Prem"WOIVs All Anchor Groups 2)7/18°LAMI(3/18 AN-.0W SO-3118 AN) ascommoysngwubureFwrua WbdmVVAUb •SO°m BENTRYGLAd Y KURARAYAMERICA,INC. A 15-DO A-1133� wAwz' 25.15M8- 27.314'27- 30' 33.112' 3B' 3T �piretioalTme under Zr +81V130 +8W-13D +94V-130 +90430 +901-130 48W130 +901-130 WINDOW Mi 28.18119' +8-130 +901-130 +901130 +901130 +901-139 +81130 +981-130 HEIGHT 383!8' +8W-13D +901.130 +BW-130 +801.130 +SW-130 +801-13D +9W-I30 y 48' +801-130 +x-130 +80t 130 +BW130 +801.130 +801-130 +801130J- II0818' +9W-030 +W-130 +901730 +S*lW +W430 +901730 +9W-13O '�H 80' +8W-13D +W-130 *9W-130 +9Wf3D +901-130 +9W-13o +001739 WIDTH W_ 83' +Wi30 +9-730 +8W130 +9-130 +9-130 +3-13D +W-12U SEE SHEETS I&4 FOR T2' +BW-130 +9W-130 +ip11�* III +80h113b WINDOWAN�R (0LOCATIONS AND QUANTITIES. 78' +9-130 +8-130 +801-130 +BW-130 +9-1241 +8-19@.7 84• +2430 +901-130 +9W-130 QW-130 +8-11&4 . W 06 z Z TABLE S. = n DWIM O �r LL m Z Q O wladowwhmh a Q co under 23• ffi27.3)x° 15118• 301 33112' 3V 31, Anchor Moup Anohor Oroup Antra Group Anchor QVV Anchor Ormq AnchorOreup AWhor QM 04 y N A B C D A 1 B 1 C&D S AC&D A B C&D A B C&D 8 AC&D A B C&D under 23- +7-80 +7-96 +70140 +70140 +70190 +MOD +7W90 +70190 r7W.9p +70140 +701.90 8990 +76'-80 ♦701-90 +701.90 +701-90 +70190 +701.90 +7W.9p +701.90 (� Z 2615118° +70190 +701.90 +701-90 +T-90 +7W-W +7W9D +701-96 +7-90 +W9D ♦701.80 +701.90 +7W90 +701.90 +70190 +70180 +7W-9D +701-90 +10190 +70190 +701-80 p z ' 38.38° ♦701-90 +701.71.8 ♦701.90 +701.90 t7W81 +70190 +701.90 -70140 +70'-90 +7W.� r70r-9D +70190 ♦70.90 +701.80 +701.90 +TW.9p +70f 91) +7W.� +701.98 +70190 W 48° +701731 4.87.3 +70140 +70140 +1.84.8 +70190 +70190 +7990 +79-90 +M-9D +701.87.8 ♦701-90 +70140 +7-90 *79.90 +701-90 +7-90 +701.90 +M.819a W,W +188.3 +1.54.3 +70190 +701.90 +1.81.4 +701-9D +7-90 ♦701-0 +701.90 +70190 +701.83.2 r7W 90 +7996 +701.90 +79.90 +701$9.2 +70190 +M-SD +79$4.3W IL or 4.58.8 +14&8 +7W847 +701.01 +1-51.8 +70!-81.2 +TW96 +79-7&9 -70190 +TW-89.8 +70170.2 +7-90 +70190.3 ♦7013&8 +705.90 ♦701-782 +70190 ♦701-D +79.71.2 JW Q Z Sr 4.55.7 N738 +7480.7 +70149.9 +1.49.3 +79-77.3 +7W-90 +79.72.3 +79-90 +701-.3 +188,9 +7W9p ♦793&5 +79.74.9 +7996 +79.71.8 +7990 +701.8&5 4.87.8 "J .O (0 W Q W < FRAME TABLE 10: 10•MAX t�- +01434 SEMBLY Deep Pressure(ps9for Windows Abachedto a Horizontal Frame AssernDll TubeeINDOW Wwft WPI WEIGHTorder 23' 2615ntfp 27314° 3D• 331!2 35- 3T fiEIiHT ASSEMBLYHFHiFIToo Anchor Anchor Anchor Anchor Anchor Anchor AncOa(karp Anchor Orwy TtBE L Uchi vi Group0 O Omen OrouMAX DDITIONAL k'z oAN AD All An B p AO&D A B C&D A B C&D1� STH ANCHOR t4) REQ Z under 23" +79.911 +7990 +70190 +TW� -701$21 +7990 +7W� +79.7&5 +70190 r}W9p 9-4 14 ADDITWNAI. z28.18118' +79.90 +70190 +701.90 +701.90 rT9A0 +10190 +701-88.8 x70140 +70140 +701$4 01.30 AP1giORSEE SHEETS 1&4 FOR WINDOWANCHOR RFA. LOCATIONS AND QUANTITIES.SEE SHEET 38318' +7090 +7019D +701-90 +7090 +7W40 +79-90 +701-90 +70190 +70190 -90 3 WRANY ADDITIONAL ANCHORS 4B' 17990 +79.90 +7990 +TW-90 +TOh� +701-90 +79•� +701.36 +701.90 A7W90 Q90• • • � IWMDOw IZEQUIREDFORTHEFRAMEASBEMBLY ,m VYNNll50518' ♦7990 +7W-9D +70190 +701.90 +7W40 +701.90 +79.90 +7019D +7-98 r -90 •• T WIDTHTUB. ` � �� F �F80° +7014* +70190 +79.90 +701.90 +7090 +7990 +7990 +79-90 +70140 •+40190 70(80 •SEGS 1&4 FOR WINDOW ANCHOR83' +701.96 +7W.gD +79.90 +70140 +701-90 +7-90 +79.90 +7946 +7940 r7W90 7940 LOCATIONS AND QUANTITIES.SEE SHEET � No.58705 T2° ♦701.90 t701.9D +7W9D +701.90 +7W-90 +7940 -79.90 +7W40 +701-ib +70140 +7490 +70.90 3FOR ANY ADDITIONAL ANCHORS REQURED FOR THE FRAME ASSEMBLY _ 78° +Mao +7W9D +70190 +70190 +7W-90 +7940 ♦19-90 +70140 +7990 + +70190 + TUBE• 84' +7996 +70140 +7940 +701.90 +70140 +T-90 • • • • • • • ••• ],• •., FLORIOP;••' •• • • • • • • • • • C� NOTES: ••• :• ••• ••• ••• ••• 'At�0NA�••e,` 11 SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFr A)RATIONS. 11 SEEBHEET4FORSNUSSERRECUREMENTS. 1elP t .Eh42'E ••• • • • • ••• • • .E.9 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FOR GLASS TYPES: TABLE 11: t1eal30 Fraew a(pet)ra atrgM whnaowa,A9 Anolnr Gmip 3)7/16"LAMI(3118 HS-.090r SG-3/16 HS) ® VIS RODUCT RwL& ,w Ftp WImowfifth 7)7/8"LAMI.IG:(3/18"AN-1/4"AIR-3/16"HS-.090"SG-3116"HS) n ,�m15- 1413 ,nmer2r 261&18• 27x,4' 30' 33-1!2- 3S' 3r 9)7/8"LAMI.IG:(3116'T-1/4"AIR-3/16"HS-.090'813-311("HS) BRplrtenDet" X018 ender 23' +W-130 +W-130 +W138 +W130 +SW-138 +W-130 +WI30 'SG-SENTRY YKURARAYAWRICA,INC. BY 261&18' +SOV-130 +801-138 +Sd-130 *Wlso +30!-130 +30/-140 +W-13o M 3114W +1IOV-130 +WI-130 +WW +91.130 +SDI-140 +W430 +W130 4r +80V•130 *W1-130 +801-130 +WI-130 +301.130 +801-130 +906130 3 80518' +W1-130 +Sd-130 +801-13* +Bd-130 +881-130 +501-130 +806130 T- t o:Q 80' +801.130 *W-130 +80/-130 +Wt-130 +1811-130 +3116130 +8x-130 "HE O W g Or *W-130 +306130 +306130 +801-130 +w 130 +8116138 +30130 � = J 72' *306130 +81.130 +881130 +806130 +801-130 +801-030 +306130 W 78' +8W-130 +306/30 +8�130 +306130 +901-13D +801.130 +BOF130 Wp�p�y = W 84• P. +Wt-130 +81.130 +9W-130 *91-130 +901-130 �TM 1„- z e( SEE SHEETS 184 FOR uJ V LOCATIONS ONS AND QUANTITIES. z TABLE 12: n O Design Pressure(psQ fm WBMa•8 Attached to a Vertical Fame Asseaft Tube a U (' J LL Q ;,O m WhmmeWtdh c Z �, wxw 2r 261&18' 27•&4 30' 33-IM 35' 37' d 0 AOOFar WoOp Andra Group Attdct Gimtp Andra Group Arctar Brag Mcha Gran01 Anct Group , W y A 8 C D A B Can B C&D A B C&D A 8 0 B A,CBD A B Can under2T +701-W +701.91) +70140 +701-00 +71-90 *M-90 +7W40 +7" *71-30 +701-W +71-90 +71.30 +7150E+70". .30 +701-90 +73030 +71-911 +7W-W +71.90 +71.30 AZ �. 261&18' +79150 +701.9) +7x1-90 +7150 +73050 +70140 *71.90 +701.90 *71Y-30 +71.30 *715!1 +71.30 +7d� +7150 *730-90 +71,90 +7150 *iW50 +71.30 " (n Z 383!8' +WS() +71-i1.8 +701.90 +7W-00 +M-61 +701-911 +70630 +70150 +7940 +70150 +701-W +701-0 +70.2050 +7150 +M-W +7150 +70.98 +79.90 +701-W uj 48' +7W-73.1 +157.3 *701-0 +M40 +154.8 +7140 +701.0 +'/01.20 +7450 +7150 +70147.8 +M-90 M-49040 +701-0 +70140 +7W.0 +74-98 +71.88.9 +701-050518' N•l4.g +1.549 +71-W +7440 H-8'1.4 +7150 +73040 +730.20 +70!30 +7010 +7143.2 +7450 +7140 .0 +71.90 *70!.892 *7440 *7150 +71Y$4.3 +71.0 � Q, W Or +1586 +J-�.8 +701.847 +73040 *151.8 +7451.2 +7450 *7175.9 +79.0 +71.30.0 *730.702 +71-0 *71$0.378.8 +79-0 +701.752 *73050 +70150 x79.712 +70148 Z83' +155.7 +!13.8 Nd467 +74.88.5 +11H.3 +79.77.3 *7150 *701-723 +7440 *71.86.3 +!488.9 +74.90 +71.78.6 -74.9 +7940 +701-71.8 +7060 +791586 +1.87.8 r *7440J (� (� W uj FRAME -a U V TABLE I3: 10'MAX EMBLY �.' �--• AtiS I TUBE Design Pressure 6nagbr VAr4m McAW to o HoreodW FameAssemtgY7bbe P1 Wtndw vmh WINWINDOW EIGHT n-1,x1 under2 25-1&18' 273/4' 30' 33-lir 38' 37' FRAME HEIGHT HEtt1� A630N&.Y go�x� Mahon Amber Anchor Anchor Anshor Arctm AnWmGmup AmWG=p � TUBE �WINDOW I ADD1T[ONAL ��40 0 Group G1aW amiip Gta+p Galt@ GmuP If' ANCHOR o a o AD All AD All B A C&D A 6 C8D A 8 C8D 10�' 3047tH (4)IFRFA nZ z rc 0rxt2r +79.0 +7480 +7950 +74.90 +7m 4L.1 *7W50 +7980 +7017&5 *701.0 +706 9) !70674.3 *AY-90 ADDITIONAL SEE SHEETS 184 FOR WINDOW ANCHOR 261&18• +79-90 +7450 +701.0 +79-W *7150 +71-0 +7458.8 +7W40 *7W-W +71.59 +7W-W +71-90 ( IF LOCATIONS AND QUANTMES.SEE SHEET 38,W +7940 +M-90 *7W80 +79-0 +79.90 +74.0 +79.90 +791-9) +W -W9 •'70190• +73.90 • •• 3 FOR ANY ADDITIONAL ANCHORS \\\ Ill 48' +79.90 +7480 +79.0 *70'50 +7980 +71.90 +7480 *79140 +730.90 +71.0 • • VMDOW REQUIRED FOR THE FRAME ASSENMY `��\\N.I LYNN lli�� •* Al • • �. TUBE. ,� ,rQ,4...44 4 Mr +71.0 *70180 *79.0 +7940 +79.90 +M-90 +74.90 +7W-0 +71.90 #1570 •N7000• t/d f0 • STH 80' +79.20 +7980 *T(Y40 +7980 *7980 +79+0 *7950 +71-90 +70140 9 •BIf, •* • s �'S 1 8 4 FOR WINDOW ANCHOR �:•• •,,,.+� or +7480 +70180 +79 0 *7W50 +7980 +74-80 +79.0 +701-0 +701.0 *70!40 +Td 90 *71.90 L TIONS AND QUANTITIES.SEE SHEET �l: No.55705 _ 7Y +7980 +70.90 +79.0 +7480 +7480 +79-90 +71.0 +7W-0 +701-0 *791.80 +74-90 +70/.W REQRANY REDFORITIONAL HEFRA CHORS EASSE REQUIRED FOR THE FRAME ASSEMBLY 74' +7450 +79.0 +7W-0 +7480 +7480 +79.0 +7W50 +71-90 +7W-0 *71-30 *701-0 +79.10 TUBE - �'•"" '7 p�ICJ W� 84' +71Y-0 +71Y-0 *76 80 +7450 +70-0 +7180 ••• ••• . O•. a TE F �yUJ` NOTES: • •• • • • • • • • • '�/S`WONAI. 1)SEESHEET 4 FOR ADDITIONAL SAWR CONF18URATIONS. •• • • • • • A}4YpQ19tp.4EA,P.H. 4 SEE SHEET FOR SNUBBER REOIAREMENTS. P:Flt 88708 ••• • • • • ••• • • • • • • • • • • Is • • •• •• 0.0 • • •• •• ••• • • • ••• • • FOR GLASS TYPES: TABLE 14: 6)7/8"LAMI.IG:(1/8"T-7/16"AIR-1/8"AN 7696-PVB-1/8"AN) PRQDucTttsvlssD Des*Pressm(pQIto Sn Wm low•,NAnchormoupa w mplyirgtvith0loFimlda -m ra-n-rrA cITEwm BYKURARAYAMERICA.INC.WIMIDINVAIIIIIjc��tj-o,5,,l utder23• 2&18!18' 27.314' 3D' 33.117' 35' 3r �� Lader 7d' +70140 +70/40 +70146 +70/•90 +701.90 +781.9G *=V By 2&19-518' +701.80 +70140 +70.W +70180 +7@1.90 +70146 +70190 mbtcf 38315 +70180 +70.80 +M-W +70140 +701-80 +7W.W +701•@0 45 +70140 +78/80 +MM +701190 +7W40 +70.80 +701•00 W1W +70140 +701-90 +7M1@0 +7@1.90 +70180 +70180 +701.0 w +7040 +70180 +70.n +70.80 +7W90 +701489 4701$4.8 WINDOW W HEIGHT` 3: 85 +70.90 +70.80 +7W80 +7-9D +701-572 470144 +761-11A J 7Y +7040 +70180 +761. A +70.41.5 +801 70 +80188.4 +801-57.8 C�tS 75 +70140 +701+701.90- +76.8@.3 +701-78.7 +801812 4801-552 4W-SSA WINDOW✓ w I� 84• +70140 +701.90, +701.81.9 4OW40 1 +801.81.8 1 t vim (n $Q 8 WEE NCHORFCR LOCATIONS AND QUANTITIES. Z j TABLE 15: � Deem Pressure(pat)for Wlndoww Attached to a Vertical Frame Assembly Tube M wlldewwTmn z a under27 2&/8115 27.3!4' 30,' 33•U2' 38' 3r a j CO Anchart W AmlmrG" Amhortiiattp AndwGtoup Anchorawo AmlwrGa" Ami GNV Qw, 0 A B C DPA B Call B A.CBD A B C8D A B C8D B A,C6D B A,CBD (n y w urder23• +70.90 +70.@0 +701•@0 +7014D +70.@0 +70180 +70140 +70140 +70140 +701.80 +70180 +70140 +70180 +7W 10 470F90 +7@1.90 +70140 +701 1p 2&15115 +70.90 +70140 +70146 +701.80 +70140 +70140 +70140 +70180 +70140 +7-80 +70140 +70140 +70180 +7W80 +7-80 +70140 +70180 +70140Q38,'118• +70140 +7+771.8 +70.80 +70/•80 +70140 +70140 +70140 +701.90 +78.80 +70140 +70!44 +70140 +70PW +7014e +701•@0 +70.80 +7W@D +70180 � �C�j (n z 4r +7-73.1 +117.3 +701410 +701-50 +70140 +70140 +70140 +70140 +700.90 +701.47.4 +70/•80 +70140 +701-78.8 +70V�0 +70.80 +701.80 +7618@.4 +70!80 w00.818' +1.89.3 +1-54.8 +70180 +70!40 +7W4M +711/-80 +7W90 +701-M +70.80 +70743.2 +701.90 +7W80 +70174.8 +701.80 +701.88,2 +7+740 +701 .385 +/-511.8 41.448 +70.84.7 +70140 +70.812 +70140 +7017&8 +70140 +70!49.8 +701.70.2 +7-80 1701 840 +/�8 +70180 +"P?5,1 +70/496@ +701.71.2 +70/84.8 0- Z @9' +1-537 +.43.8 +70140.7 +70148.5 4149.3 +701-77.3 +70140 +701.72.3 +70140 +701.84.3 41408 +70180 +7-78.5 +188.8 +701872 +70171.8 +--84 r/$!.8 +70!78.8 J Q Z 2 .�I _j 40 (9 FRAME ASSEMBLY 10`MAX --� TUBE TABLE 18: WB4DOW N fO Design Presence tps4 for Whdows Attached to a Horizontal Frere Assembly Alba T HEIGHT Q a m N a VAdow Width T wder25 2&10118' 21.3!4• w 33.1/2• 35 3r WNDO 1 FRAME HEKIHT ASSEMBLY _-..`WINDOW ANCHOR !e, W�� Anchor Anchor Anchor Anchor G 6taupP Amhert•mq Am1•rtbotrp Amtar CUrap TIME WNTF1 (4),IF RE4 z d 4 AO Al M A11 B A.C 8 D A 8 C 8 0 A B C 5 D Hp MAIL SEE 8HL3iT31&4 FOR WWDOW ANCHOR �i a x LOCATIONS AND QUANTITIES.SEE SHEET o z z ~ under23' +70180 +711480 +70140 +70146 +7W4MI +70140 +70140 +70.74.5 476180 +70!40 +76/-74.3 +10.0 ADDITIONAL 3FOR ANY ADDITIONAL ANCHORS 2&10118' +70!80 +7-80 +70!411 +7W40 +70140 +701-80 170.88.8 +70.80 +7W-90 + +70140 +70180 ANCHOR REQUIRED FOR THE FRAME ASSEMBLY 9838• +70140 +70.40 +70.80 +7080 +70140 +70180 +70140 +70146 +7-90 •70146 +j�8 •+ • •• (4b01REQ. TUBE• ``�\ X111" �' +70.80 +70!80 +70/80 +70780 +70140 *70140 +70140 *70140 +7-w 40, +161.90 •47 • •• • WINDWN �� y ENS... �� 80-St8° +701411 +70140 +70/80 +70y.8D 470180 1701.80 +7Q180 +70/80 +701@0 ♦ + •+ • WIDAH BLP +7-80 +7-80 +70140 +70140 +7W90 +70180 +76148.8 470145.@ +701. A 01/A-84.8 %M4M. M70V•89.ti „Q: J ••'•� i 85 +70M +70140 +70!80 *70140 +701412 +701.812 +70184 +70144 +70144 +70179.8 +701789 +7-79.0 � S 1 8 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES.SEE SHEET _ 72 +70.90 +7W90 +70V4I%A +701-81.5 +SY70 +80170 +86'49A +50.88.4 +80t49A +811MA 440187.8 +501879 3 FOR ANY ADOMONAL ANCHORS - 78• +70140 +70140 +70148.3 +/0.78 7 +5Q/472 +801 @72 +801452 +80145.2 +80145.2 +1101 +8G 83 3 REWIRED FOR THE FRAME ASSEMBLY U/ 8T +70!40 +701.90 +701.81.3 +801-70 +8011-819 +00141.8 • • • • • Til NOTES, 00 a 0 • • ��'• t 0��.��1 1)SEE 4 FOR ADDITIONAL.SAMPLE CONFIGURATIONS. raitYyy pgy1 �+E. 2)SEE SHEET FOR SNUBBER REQUREMENTS. PEAt8709 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• FOR GLASS TYPES: TABLE 17: Design Press me Spe)torSIn91e V&dM AD Anchor Gw*s 6)7/8'LAMI.IG:(3/1(°AN-1/4"AIR-3/18"AN-.090°SG-3/16°AN) aging wlPolhe Plmids 8)7/8"LAMI.IG:(3/16'T-1/4"AIR-3116"AN-.OW SG-3/16"AN) ►5-a5 .13 under 23' 2&15115' 27314' 30' P1. 3r 3r 'SG"=SENTRYGLA BYKURARAYAMERICA,INC. BY �Aate $ www 2r +B0/--138 +8-130 +SOU-139 +801-130 +801.138 +8-130 �� p 25.18118° +801-139 +89r-130 +991-130 +801-130 +8-130 +99!-130 35318• 4801-139 +WI-139 *8-130 +8-130 +90V-139 48-139 48' +9-130 +9-190 +907-130 4011-139 +8-130 +8-130 T Q 50518' +801-130 -W-139 +801-130 +O1-139 Q0113D +8m•130 T DOW 80' +8-130 +801-13D +8-130 +BOY-130 #W-130 4801-130 SHE 2 GHT or +8-130 +011-130 +801-138 4900-130 +80-130 *801-130 I 72' +80!•130 +8-130 +901-130 Z-1311 48-13D +gN-124.8 +801.115.7 78• 4801-130 +8-130 +8-130 490!•130 +801-1282 +901-11&7 +90!•108.8 �w W (¢' 84' +BO/-13o +8-130 +801130 +801-130 +8-118.4 �Tr N SEE ui WINOOW ANCHORF� 0 LOCATIONS AND QUANTITIES. = z r TABLE 18: Des"Pressure Mfor WOMors Albacbad to a Vebxd Rome Assembly Tube d 0 � C LL „ wtdh z O M code 23' 25.15118' 27.314• 30" 33.12' 3`i' 3r Aschm Groap Amtllm Grasp Ander Group Awbor Group Anchor Group Air Sam Andror Shoup r � y N A B C D A 8 C&D B A.0&D A B CBD A 8 C&D B A,C&D A B C&D �j 0� W under 23' +70140 +70!40 +701-90 +70140 +791.90 +701W +7W40 +7V40 +7&•90 +70140 +701.90 +701490 +V-90 +7-0 +701.89 +70140 +701.9D +74r80 +W-W +701.90 � � ro 2515118' +70140 +7&•90 +70190 +701.90 +7&90 +70/90 +7&-90 +7&•90 +7&'-90 +701.80 +7040 +70a +7&-90 +7&-90 47&40 +7&911 +70190 +70140 +7&90 + " � ��j N Z 38418° +70190 +79716 +7-90 +M90 +7&91 +7&-9D +701.90 +7&90 +701 SD +701.90 +70140 +7-g0 +7&.90 +7&•90 +7&40 +7w.90 471690 +7&-90 +7&90 +70/90 (1� �' g 4W +701-73.1 +W.3 +70140 +J0190 44.8 +7&90 +7&44 +701-90 +7&•BO +701-90 +70147.8 +701-90 +70F90 +70190 +70140 +711f90 +70190 +70190 +7©.55.9 +701.90 x €$ 50.018' 41.89.3 +1.54.3 +7&.90 +701•911 H41.4 N&-90 +711790 +701-91) +7&•90 +7&90 +7&432 +70194 +70-90 +70f•90 +7&90 +7&492 +7-9D +701-90 +7&•84.3 +78140 (- 80' +1_58.5 -145.8 +M4147 +70140 0S1.8 +7W-01.2 +701.90 x7&•76.9 +79.90 +70148.8 +7&70.2 +7&90 +701.80.3 +7017&8 +7&40 +7&•7&2 :70190 r7-90 +74.71.2 +7&90 W W Br HSG7 +1.49.8 1701447 +7&.89.5 H•49.3 +7&-77.3 +7&-90 +701.72.3 +7x90 +7&-.3 045.8 +70140 +7-78.8 +701-74.9 +7&40 +70171.8 +701-BD +701•�b H47.8 +7&-90 (n '(� W Q "0 \U FRAME a `I -3 0 V 10'MAX --H ASSEMBLY TUEE TABLE I& Deep Pressors(psQfw Wlrxtawe Attached to a Hedmnlal Finam Assembly 7bbe WINDOW e Window Width WINDOW FRAME HEIGHT p4,x� 5 unl01r2r 2318H8' 273+4' 30' 33.112' 3r 37' HEIGHT �Y �I I w N 4 Anchor Anchor Anchor ArroMr Anchor AmoTar Amoltw Group Anchor fhoup -+1 WINDOW ANCHOR o a o O G" am" am* G-P yup Shoup 10'MAX (4),IF REQ. 6 Z Z All All AD An S A,C&D A B C&D A B C&D SEE SHEETS 1&4 FOR WINDOW ANCHOR under 2r +70190 +7&90 +70/40 +70!40 +7&42.1 +74.80 +M40 +781.78,5 +70/40 +701.80 +7&x4.3 +7&-80 A C LOCATKNd8 AND QUANTITIES.SEE SF9�7' ANCHOR 25.10118' +7&-90 +7&40 +70140 +7&40 +7&90 +7-90 +7&46.0 +7&90 +70.90 + Al& +7&60 • • ••• (4, 3 FOR ANYRED FOROMO THE FRAME ASSEMBLY \ C1V LYNN 38318' +700.80 +701.90 x70140 +7&40 x70140 +7&-80 +7&.� +7&40 +7&90 tl70190 i7& • + • • • �� 0.,......,.21/� �� 4r +70140 +70140 +70140 +7&40 +7&90 +70F80 +7&90 +70140 +70!90 + 90 •4'/Q/•� +761.901 • I WINDOW TUBE. Q.,��.•' �10ENSF'•.�8��i BD-,y8' +70190 +x/90 +7&40 +7&40 +7&•90 +7-89 +70190 +7&-90 +74W wkw-0 •1701 + • )9'r +70Wiq +70140 +70190 +70190 +7090 +701.00 +70140 +7&90 +70140 +70190 +70190 +7&90 SEE SHEETS 18 4 FOR WINDOW ANCHOR = No.56705 53' 170140 +7&90 +11040 +70140 +7040 +78140 +7'&•90 +7&•80 +701.90 +7&40 +701.80 +70-90 LOCATIONS AND QUANTITIES.SEE SHEET NAL 72 +70.10 +M4D +7-90 +7040 +70!40 +70. ANCHORS 90 +7090 QWWW +MQ0 + +701.80 N090 REQLRn"5)ANY RTHE FRAME ASSEMBLY O S' 76` +7&40 +70140 +7&40 +7040 47040 +7&40 +70140 +M-w +7&90y •+7 +T0,�1 + 'QIBt~ • • Off'., ST TE O 84• +7&•90 +70M +7040 +7040 +7090 +7'0-811 • • • •• • • �� •�40RIDN.- C�\`� • • • • • i TES: • •• • • • • • • • • %`S�OIVAL 1)SEE SHEET 4 FORADDRIONAL SAMPLE CONFMMTIONB. •• • • • • • A L�T�e6 MG�1 PM. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. PJ:JleBroe ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 20: Item D".# Dseodisson !anodal ASSEMBLY DETAILS j+.12a°�+ 1 7002FA. Frame Head,SIII&lamb 000346 Num N 2 7071or Plate 8083 TB Num. ALL DETNLS SHONIN FF10M THE INTERIOR 126'3 7003To Bottom&Side Belt l T8 Ate• .ate, .082' 2.701' 4 7003eComerx Sled NOM.5 70MComer St®d 7078e Gasket Vinyl Foam 1.159• 2.138' 7 7072 Sash ComerGaskat VinylFomn 2.784' 8 7070 8uIbWeathemtft.1Brx.27Y Flex PVC 70 ' 10 7024 Mahn Lack sled SASHO FRAME HEAD, O SASH TOP, 71 FRAME 11 7026 Lode Plate Stem SILL&JAMB BOTTOM&SIDE ASSEMBLY TUBE 12 7014 Muld-LocitKeeper steel As REQUIRED PIS2 CORNERS #7002,6069-T6 #7003,6063-TO #7004,6083•T6 13 1 7013 Tie BarGulde NYS TABLE 3,MEET 4 1 14 7015 TIe BarAssem stew;-W 8 1.368° L�j_ 15 7028 Marden fetor WWa+24° steel1.000' s 16 7027 M wdm Dual Arm Operator,W Wa7A° 1 040' I vU 17 7030 O Gasket Vinyl Foam 7 S .441• A27 +°1 1�- 18 7031 OpsystorBackl Plate steel Aar -1 19 7051 Operator SpacerBlodx Nylon 3 FIXED • .093• 20 1 7032 Stud Bracket stem ANCHOR PLATE SCREEN FRAME ADDON FLANGE 21 7033 Ove ratorTmdx&Slider Dual Arm Steel O #7071,6063-T6 O #7006,8063-T6 70 #134.6063-78 22 7073 Egress Hi Ha ,Manuf.byTruth stem 23 7= Hinge/Washable HD a Mnuf. Truth Stem 6 24 Snubber Anti-blowout dip Steil --.�{ � 31 Dura Seal Spacer Steel i 32 1713 SettlM Block 5/3r x 16°x 1-114- EP13M 33 1 1714 Settinji Sloxic 5/321 x 7/16'x 1-1/4" EP11 85 .Be$* 11 I( .865' 35 1 7086 ILwnI Bead 8 $01113-10 Ate• 1155 H 6 l6 36 7002 Jami Bead C 6063-T8 Num. 37 7059 Laml Bead D 6063-76 Alum. 1 38 1224 Vinyl Bum Ws Flex PVC 70 35 BEAD B 38 BEAD C 39 1225 VI Buib Wst in Flex PVC 70 #7038,8068 TB #7042,8083 T8 5o Dow 899SIllconBackbe Mng INTERIOR 60 7006 Ween Frame 310""Alum 17r 61 70M Screen Comer Key PdyPWdw 6 62 1 IScreen doth RbeiWass 63 1635 seen line EMI.FVC a .870• .050' 64 320 Screen Spring stswese steel � 70 134 Add-on f a 606+-TS Num. FRAME i - 71 7000 frame Tube 8063-TOAlurn• BEAD o 2°x Ph.Pn.Ma6.W TYPE B swwm sten CORNERS 37 #7059,6063-T6 s3-T6 PRODUCT ts6Vls8D 81 1157 #8x 2°Ph.Pn.SMS Stainless steel as re complying witbd•Ftwi1 Bnildinit Code 92 08 x SAF A.Ph.SMS Stainless sled •• 11 Dole, A«eFr q 83 #8x 7 B°FI.Pb.SM5 stawass sled . 11 A 4 4,,. Rcvreed 84 #8x1°FI.Ph.TEK stabdas Stew •• J��i'•��C16C•z�•i • 85 tax 1°0xmd Pn SMS 8tdaalsse Sled • Y. • • • • ,L Rev sW BY Dote: Revreron A.- 86 86 #sx 1• Quad Pn SMS stainless stem •• #+ 1•ta.56711% 0 x• • LM 5/15/15 NOCKAHCE T"wim 87 #lox Ph.Pn./TEK Simms steal x &9 #10 24 x 16°Ph.Pn.TYPE F stoma stem � �= 08e" ` mow„� 90 #1zx1„Pn.w+.rEK stdnbe.Stam • • ;"r , •�l� ! ;.,r�*ti• BOM AND CORNER VIEWS J ROSOWSKI 4,641 t ORU�:�'••��\.i• 10 P.O. Fi4z7RIYE Title: pale: •• �sy Gyp '• • • P.O. BOX 1529 CASEMENT WINDOW DETAILS-LM 8x SM 08/08/12 oil]1••• • ��t•ON�0``'•� ••• • AOKOMLS, FL 34274 Sertea/Mcdex: SoWe: 9reex: OrowM9 No. Rev: aLrlwMatFRP.E CERT. OF RUTH. #29296 CA-740 NTS 100E 10 MD-8A740-LM A P.2.ase7aa MIAMhDADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy. PGT Industries -- -- - 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for duality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code: This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone: ...• DESCRIPTION: Series"PW 701/720/820"Aluminum Fixed Window-L.M.I.; •• : APPROVAL DOCUMENT: Drawing No.MD-720-820.1,titled"Fixed WindowfhW7Lation Wdefines",....:. sheets 1 through 10 of 10,dated 04/12/13,with revision A dated 07/02/15,prepared bylvanufactures,signed:... and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Cenpol Section Reyision• stamp with the Notice of Acceptance number and expiration date by the Mla.tni-P a County`Product**:*** ..... Control Section. *0:00: .".'. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant • LABELING: Each unit shall bear a permanent label with the manufacturer's n&ne or logo,*pity,State, model/series, and following statement: "Miami-Dade County Product Control Apploveli"•unIch otherwise:•••• noted herein. 00•:0 00 RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#13-0502.03 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NUA Na 15-0528.26 Expiration Date: February 19,2019 Approval Date: July 09 2015 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets I through 10 of 10, dated 04/12/13, with revision A dated 07/02/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201--94 5)Cyclic Wind Pressure Loading per FBC;TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum fixed window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7212,dated 03/21/13,signed and sealed by Marlin D.Brinson,P.E. (Submitted under previous NOA No. 13-0502.03) 00000 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 : 000: ••• •••• • 2)Uniform Static Air Pressure Test,Loading O pe:IW�,TAJ194 ....:. 3)Water Resistance Test,per FBC,TAS 202-9;1;.:.. • 4)Large Missile Impact Test per FBC,TAS 201.94• •• • : •' 5)Cyclic Wind Pressure Loading per FBC,TASOMS-94 • ••• *0:000 along with marked—up drawings and installation diagram of an Animilum frxedr;• window,prepared by Fenestration Testing Laboratory,Inc.,Tes ;D Vrts No. •. FTL-3835 and FTL-3850,dated 07/18/03 and 07/31/03 respectIvery,X11 si%ngc� d 60006: sealed by Joseph C.Chan,P.E. . • :00.0: (Submitted uder NOA No. 031145.01) '• ••• • n C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5th Edition(2014),dated 05/20/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). i Manue Perez i Product Control Exa .er NOA No. 15-052&26 Expiration Date: February 19,2019 Approval Date: July 09 2015 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "Kuraray SentryGlas®(Clear and White)Glass Interlayers"dated 06/25/15, expiring on 07/04/18. 3. TREMCO Part No.TR-14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks,and Spacers with Option II exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers—Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property-----Compression Set for 22 HRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/in. .... F. STATEMENTS . . 0000 0000.6 1. Statement letter of conformance, complying with FBC-5"'Edition j j014);0jjjd May....:. 0000 20,2015,issued by manufacturer,signed and seated by Anthony.Ljw Miller,P.E. 0 • 000.. 2. Statement letter of no financial interest, dated May 20, 2015, issved by mjnjjfaqturer; . signed and sealed by Anthony Lynn Miller,P.E. 0000 . .. 00000 ..... 3. Laboratory compliance letter for Test Report No. FTL-7212, M1003/214N,signed...... and sealed by Marlin D.Brinson,P.E. 00: 00 .. (Submitted under previous NOA No. 13-0 ' ' . 0000.. ..... 4. Laboratory compliance letter for Test Reports No. FTL-3835:and•IETL-3850, dated:....: 07/18/03 and 07/31/03 respectively,all signed and sealed by JoseVh C. Champ t;0 (Submitted under NOA No. 03-1105 01) G. OTHERS 1. Notice of Acceptance No. 13-0502.03,issued to PGT Industries for their Series"PW- 701/720/820"Aluminum Fixed Window–L.M.I."approved on 07/18/13 and expiring on 02/19/19. Manue Per , . . Product Control ami er NOA No. 15- .26 Expiration Date: February 19,2019 Approval Date: July 09 2015 E-2 t GENERAL NOTES:SERIES 7201820 DESIGN PRESSURE RATING IMPACT RATING IMPACT-RESISTANT FD(EDWINDOW VARIES, RATED FOR LARGE SSMALL SEE SHEETS 2-5 MISSILE IMPACT RESISTANCE 1)THIS PRODUCT HAS BEEN DESIGNED S TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA 48'TIP-TO•TIP WIDTH BUILDING CODE.INCLUDING THE MGH VELOCITY4P BUCK W9)TH 48'BUCK WIDTH 48'SUCK WIDTH HURRICANE ZONE(#IVF¢). 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN LIGHT WIDTH LIGHT44-U4'VISIBLE 454W Wom 48L GHT WIDTH PRODUCTRBVISBD W WD-SORNE DEBRIS REGIONS.FOR KWLATED GLASS as�mplyln8 wqh Ore Florida INSTALLATIONS ABOVE 30'IN THE HVH Z,THE OUTSOARD S.SHEETe� 8•MAX. roll " `I s'MAX H SHEET 9 2'MAX AcoBuilmia NCodeo .rL O LITE(CAP)MUST TEMPERED. owimlim 3)FOR MASONRY APPLICATIONS IN MIAMI-DADS COUNTY, i g1, DatoUSE ONLY MIAMI-RADE COUNTY APPROVED MASONRYANCHORS.MATERIALS USED FORANCHOR EVALUATIONSWERE SOUTHERN PINE,ASTM 080 CONCRETE MASONRY A I A CC E,SHEET 8 I E,SHEET B UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. SHEETS EETB BB'UCK SHEETHEET7 G�SHEETB G, ET9 Q THEDITIO4)ALL WOOD BUCKS LESS THANI-1reTHIC(ARETOBE LHEIGHTBBUCK -------- m A :07 1b CONSIDERED 1X INSTALLATKXN3.1X WOOD BICISATE HEIOHR 93-IWOPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. i ----- 921NPVISIBLEWOOD SUCKS DEPICTED AS 2X ARE 1•VTTIICK OR 12°MAX VISIBLE 1T MAX. 83.1!4' LIIIi'TGREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE O.C. I LIGHT O.C. VISIBLE 5'MAX � HEIGHT DESIGNED TO PROPERLY TRADER LOADS TO THEHEKIiT "�' LIGHT O.C.STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS 98' i HEIGHT , BUCKNTHE RESPONSIBILITY OF THE ENGINEER,(ECR)OR TIP-TO MEOW C�ARCHITECT OF RECORRD.(AOR) I Tip 9 r 8)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL.BE HEIgiTBEYOND WALL ORESSINOOR STUCCO.USE ANCHORS OPSUFFICIENT EMBEDMENT.NARROW JOINT 8EA W IS USEDON ALL FOUR CORNERS OF THE FRAME.I STALLAMON 1 ANCHORS SHOULD BE SEALED.OVERALL I z �G' � ZWi SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF 8• T L.�B-� �--- IT MAX O.C. 8' I--�.p-+.•1 I•+- 1T MAX O.C.T MAX H,SSHEET 9 HEET 8 N G_ INSTALLATION SHALL BE DOME BY OTHERS AND IS BEYOND MAX, SHEET 8 MAX SHEET 7 Zw m O (� THE SCOPE OF THESE INSTRUCTIONS. S MAX O.C. 8)MAX 1f4'SHIMS ARE REQUIRED AT EACH ANCHOR TYP.FLANGED FRAME TYP.EQUAL-LEG FRAME TYP.FIN FRAME ELEVATION ti> O xx z z o LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE ELEVATION(TESTED UNM ELEVATION(TESTED UNIT) (TESTED UNIT) Z D.Z 0 SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING a Q APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON FIGURE 1: THEM BY THE WINDOW. 1T O.� SHAPES AS SHOWN BELOW OR SIMILAR.MAY BE USED BY INSCRIBING THE SHAPE RNA BLOCK GUIDE TO SHEETS: MAX. AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2.0. N 7)DESIGN PRESSURES: (GENERAL NOTES.-_............_....1 j�f ANCHOR SPACING TO BE W MAX FROM CORNERS AND 1T O.C.MAX.FOR ALL CURVED FRAME Z WW A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE ELEVATIONS-......_---...1 �' `` MEMBERS.SEE FIGURE 1.THIS SHEET. TEST PRESSURE,FRAME ANALYSIS AND GLASS PERASTM GLAZING DETAILS.....__.-2-6 Ij 8 z E13W. ® DESIGN PRESSURES...............2-5 1TO.C. WIDTH-►I u z ASED B.POSITIVE DESIGN LOADS BON WATERTEST INSTALLATION,FLANGE._..._._8 MAX —WIC �'WIDTH--�I h--WBSfH-•-I I"-_ _ _ PRESSURE.STRUCTURAL/CYCLE TEST PRESSURE,FRAME INSTALLATION,EQUAL-LEG-_..7 T r-- , Ti ANALYSIS AND GLASS PER ASTM E13M. INSTALLATION,INT.FIN A..._.....8 1 / I I r I t I I I z INSTALLATION.INT.FIN B..........9 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN CORNER ASSEMBLY.........._.._..10 e• =I I m I = I I =I I LL 0 D.d DESIGNED TO RESIST THE VMLOADS CORRESPONDING EKTRUSION PROFILES.......»r».10 MAX i 1 1 L J L TO THE REQUIRED DESIGN PRESSURE.THE 33-14%STRESS PARTS LIST..._.........__..._......_10 INCREASE HAS NOT SEEN USED IN THE DESIGN OFT.IS PRODUCT.THE 1.9 LOAD DURATION FACTOR WAS USED FOR WIDTH WIDTH I--WIDTH—►{ I--WIDTH'-`{ r- WIDTH -i TABLE 1: : �-••�— — — 0— i T t- '1 ��.. LYNk QkTHE EVALUATION OF ANCHORSINTOWOOD.ANCHORSMAT —IT COME INTO CONTACT WITH OTTHER DISSIMI AR MATERIALS •p SHALL MEET THE REQUIREMENTS OF THE FLORIDABUILDING CODE FOR CORROSION RESISTANCE 7118'Lemli 18'An.Ate'PVB-S118 2 • • m 2 7/t8•Lrnl 18°HS•.090'PYB-&1 • •• 2 •1 • 1 111 ' No.58705 9)REFERENCES:TEST REPORTS FTL-3835,3880 8 7212; 3 1-1118'Lem!.ro 18'T-7118'AIr-3119' •.090' •3118'F� 3l L J �v..4- - ELCO ULTRACON HOA ELCO CRETEFLEX HOA ANSVAFSPA 4 1-illi'LamL ro 18'T•71W AIT-3118'H S-.090'PVB•3118'Hs 3 NDS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN DA �—WIDTH—_"� I"' STH"( �°TH `H 7 ' MANUAL 8 7110'Lemi 18'An-0V 80- t An 4 .-- I---- - --( %O g T OF :•VJ a 7116'Len9 Is'HB•.o9r so-sft Hs — 1 ——— - w: 7 1.1(8'LemL ro 187.7/18' 3116 a+•DSO BO-3718'eAn •6 •� I I I ';C�`�, '•.,<oraiDP,. G�r;�• 10)THE 720 SERIES USES A PV8INTERLAYER,THE 820 8 1.1f LemL ro T- / A{�BfIP F131090'80-!'1 6 • • I �jj I I SERIES USES AN SG INTERLAYER.THE 720 AND 820 SERIES ••�� • • I f° i I I i MAY ALSO BE REFERRED AS THE 701 SERIES. ®5G'='KURARAY SENTRY INTE iiA,BIC• ti .L 'PVW-MORRARIAY BUTAC pVB YERLBY KURARAY AMERNIA.INC. �• • A.LYNN MUJW.P.£ P.E.E59708 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 2: Window Design Pressure(+/-,Psn for GIRIN type 1 •'i9Side On) 7116LAMINATED 1� 87.7/8 72 60 84 88 92 Be 106 104 1 1 112 GLASS STACK I - 30 H•80 41.80 AO -•80 710 +1.80 +1.80 -140 +18D +1410 +1430 32 +1410 H-80 +1410 +1 --+T41F----FK-F- +/.SD +1�81) +I +1.80 +i .090'PV13 INTERLAYER +/$D +1410 H•80 H•8D t1 +IAO +TAO +!� HAO +/-78.8 +/•79.4 3M8'HEAT STRENGTHENED GLASS 38 +) +I +l +14 +1410 +140 +1- 7 H-T72 4176.1 +l- H- R 3118'ANNFJLLF�GLASS mcmpPA�UCI'R6VISBD 36 +1 0• 41-M +l +1410 +1•78:1 N-75.2 41-726 +1.70. 41 a! quads 4rim8wii6tbo91orWs 40 +/ NAD H• +I T72 H-743 +/71.3 -417.9 --qw, +1$3.4 + .0 4 11 A%M m No 42 +f•80 41410 0410 0.77.4 +/.74.3 H-71.3 H H 0$1.8 N.5&8 +t-58.2 meDWm 44 +IAD +680 +1-78.9 +1.76.4 +/-721 +1418.9 +148.8 al 2 +/•59.7 +l .5 USED AT CURVED 46 +l 0.80 H .2 +!•73.8 0.7411 +1418.8 0413.5 N�.3 +! FRAME MEMBERS ONLY 20 618' �•r-- LONG SIDE RY +f•80 N-79.3 e. +t +7.88.3 41A4B H-61.5 H 2 a 11-718'O.C.MAX. GLASS BITE T M' t !A +1.80 0.71.6 •741 +l .9 +r .7 H•831 +1.59.7 1� 4 +r- 1 -- 6 H•724 +rAB +rA61 -417. SHORT a E THIS S EET 51 -+1-174--V7-38. -0-70--M-W-3 -413 EXTEItlOR SIDE E'07 2/15 68 ;-75.8 H- H 8 - 3 fit, 20 13 6-8 +/-T42 +1.70.3 *KS Y' • so +1• 7 +14187 +re GLASS TYPE 1 64 +1419. 1 �-+-- LONO SIDE 88 +7488.3 7.18 +1417 th a NOTES: SHORT d/ t'a "°y 1) CK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1'FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. SIDE 9/ r 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORTOR LONG DIMENSION. p a P 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FR WrrHIN. r A TABLE DIMENSIONS MAY HE OJ Z ORIENTED VERTICALLY OR Z HORIZONTALLY AS SHONM. =W oo� Hz dLp TABLE 3: do z Window Design Pressure(+l.,pen forGk-Type 3 0 o �z az � rn swe on) -7 72 78 6o 84 88 1 104 109-1!2 1-SSSNOM. � 7110'LAMINATOD 30 +/410 +14M N•80 +180 H + +IAD 0.80 +1HAD +1.80 GLASS STACK GLASS STACK +/AO +/•80 0 +/$p +188 +/ H-90 +1.80 +1 NAO +/.80 3M8"HEAT � SHORT 34 +410 H•80 H80 +/ +1410 0 +f H H HAO +1•80 STRENGTHENED GLASS SIDE Z �• 38 +IAO NAD --+-/W- N410 080 +1410 +IBD +680 +i BO +1 HAO 3M8'TEkIPEREDGIASB 38 NAO 41410 N - + +1410 +180 ;� 079.4 0-78.4 H74.9 3/16'ANNEALED GLASS 40 +IAB +I-BD +1410 +I +180 + +l• +1.787 +1.73.6 -70.9 +I49 7/16'AIRSPACE 09vPVB +1 +180 +1 +1AD +140 HAD +/V-- +/. 1 ;419.8 a148.0 -+14W2 11 INTERLAYER ,� z +Imp 44 N •60 H +1•BO H +1-77.8 +!•74.1 +14151 -44&1. +7$39 S LONG z 48 +l 4180 -AO 0 q-10.2 +1.764 H-1.Tp C7 +$ +1410 t/41f1 HA6 +IAO +1-77.2 --+T7-u- .8 H•868 USED AT CURVED r `NIDE w N80 HAD +1-0 H-79.4 +I 3 +/-1.3 +1 .6 FRAME MEMBERS ONLY 29 off 52 H 0 0.80 +1-77.7 +P3.6 +tm5 Q 11-7Ar O.C.MAX. tiLH83 BITE p 54 MAD - -- +1.71.8 1.3 60 H410 41.88 +4 .5 H•73 `� r/-60 H-79.1 -•764 1 �� LYNN so H H-17.8 +1.73 • • • •• a 22 21 13 +1SHORT `..� roN•......,Mi�� 82 .80 +i-75.8 SIDE • • • • L\CCNSE'.,Fp 54 +l-7&6 y-TI • •• • • • • �' 80 +I-n..2 • •• • • • • ••• • GLASS TYPE 3 No.58705 *=_ 07.718 0.749 • • • •• ; 1 DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1'FROM THE TIP 70•TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. Z+15 ` 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. '�0 STATE 6F 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FR WITH • • ••• • ••• • • i;<,0 FCORiDP.•' ��: • • • • • • • ZONAI- •• • • • • • • • • • /Iii!lllt�� • •• • • • • • • ••• A.LYNN MILLER P.E. •• • • • • P.E.•58705 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 4: Undow Design Pressure(ati,psf)for Glass Types 2 8 4 BT- 72 76 80 84 8B rZ41 108.112 112 118 20 1 4 --JW-- 132 135 140 1 44 +140 7140 +lam +/ +140 +! 71 +14D +/4D 30 N. +140 +/8D +140 + N +140 +146N.60 7180 4143 r N t140 N rl +/�0 +/•80 N-80 +1t0 +180 +! * +l N•80 71� +140 7140 +140 *140 +/ N r +Ito +1-80 +140 +l. +140 +71.80 PRODUCT REVISED N +l —*W– +1411 +71.84 +1 N +140 71 714D +1 +/4D N +1.80 acomplying with thoBlaft BuRdIn Code 38 N40 N N40 7140 71 +140 +140 +/4D ++1 7146 rl N40 rf +l +! +! +140 N42 N40 +140 t140 N•80 +l N +1 +l 7140 N N40 N40 N4D +140 +1 N N N40 +/40 !+ 7140 +140 +1 N 40 48 N40 +I4D N +40 +l N40 80 ,140 N40 +t40 _+14W_ N N +40 < OgH H SHEET 71M +140 714D +1.79.1 k E' 7 1b 84 7140 7140 40 71.78.8 m N 80 N40 N40 +1.79.1 ' 88 +1.80 +1.80 +140 N +140 +479.3 H N40 04 N40 +14D B9 4D eo g a 71� A NOTES: .- 1)SUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS.SUBTRACT I'FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DWENS10N. p �p 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 0 I-- 3) W O 3)FOR ARCHITECTURAL.WINDOM,I=THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS CIN�LETELY FIT WITHIN. O� w WO t9 sxo 1-1118'NOM TABLE DONEN$IOVS MAY SE n> Y r N C ORIENTED VERTICALLY OR o O 7/18'LAMINATE GESS 7/18'S STACKED HORIZONTALLY AS SHOWN. Z d .. LASS STACK I 1 GLASS STACK LONG ��pp Sfie'HEAT STRENGTHENED GLASS SIDE .� Q .000'PVBINTERLAYER 3fle•TEMPEREDGLASS Ia— LONG SIDE F¢- I•' 3110"_ 311W HEAT STRENGTHENED GLASS 3118'FEAT STRENGTHENED GLASS STRENGTHENED GLASS 7118'AIRSPACE .080'PVB INTERLAYER SHORT 4 11 8 SIDE SHORT USED AT CURVED USED AT CURVED FRAME MEMBERS ONLY 20 SB' FRAME MEMBERS ONLY 20 S18' SIDE p Z P 11-718`O.C.MAX. GLASS SITE ®11-718'O.C.MAX. GLASS BITE ^ G +•+�— LONG 80?E EXTERIOR enu 13 �7 22 29 13 T SHORT {L{{1 L111i/1j GLASS TYPE 2 GLASS TYPE 4• •. •• SIDE SIDE G ��Ny LYNN yfl , a• ••fTs�–' O • •• • • • • e•• •• �t • • • • • • • • '�l' NO.58705 N 4.tr F SIDE • • • • • • (9 • •• • • f • • • • iii it 111{{�� •• • • • • •• A.LYNN VRIEP.P.E. P.E.O 68708 •e• • • • • ••• • • • • • • • • • • • ••• • • • ••• • • TABLE S' Window Design Pressure(+h,peg for Mass Type 5 I n 7118'LAMINATED 67.718 72 78 92 98 100 4 10&42 GLASS STACK 30 -726.4 *801.120 +901.116.5 +90.11.6 ♦80/•108.5 ♦901-10B +901.104.6 +90f-1 .5 ♦9d-1 ♦ -1 •97. .090'SGINTERLAYER 32 +90-it&9 •11 8 - + - 1. +801-987 +90.96.7 +9W-#Z3 +90-808 +944- .3 WWI) +149 34 +80.108.8 +90.103 +90-986 + -95.1 91. N 2 +1-84.4 N 7.6 •/480.1 N-79.8 +1.79.4 3M8•ANNEALED GLASS 30 +90-102.8 +90 7.1 ♦90-928 N 9 +145.5 71308-- +I• .7 +1.77, +1-75.1 +- +1-722 9H8'ANNEALED GLASS PRODUCT REVISED +90 ;W4 2 +1487 +1•83.2 090.7 •1-781 +1•75.2 +/•725 +170. ♦ +148.3 4 11 m cmnp7Yfn8%vbh e•8laft 4 •94. N -+-1.6-2.6- +. .B 44.77.2 N-743 44.71.3 N-B7.9 +85.1 *1-03.4 +191.8 Bmtdh�gCode No 42 H 81. +/•84.7 +l +1- .4 N-7.3 +1-71. H .2 +947 N41.H +1459. +I .2 USED AT CURVED 0p� 44 +1983 +14W-4 4478. +1-76.4 44.72.1 d 9 41-45.6 44922 198. +197.5 FRAME MEMBERS ONLY 29 so 40 +/-864 +1•80.8 +147.2 +1-73. H-70.1 +988 4443.5 N4Q3 147.7 011-7f8'O.C.MAX. GLASS SITE ��.- LONG SIDE BY 45 1 T 1.79.3 +1•75. +I-71.9 +198.3 +849 4441.6 +J-582 iS 50 +14" +177.6 -4. +l- +l 1 1 159.7 13 T Y 52 1-7111 N-75.0 ♦6724 +/.588 .1.86.1 H4L5 54 +/-77.4 173.8 +/70.6 N4T3 all p(TEIMOR 13 SHORT IDE NOCHANDATE:O 021 GE THIS SHEET +1-75.8 44-72 +•44,8 +1'86,3 20 ♦1.742 71-7&3 +l 8 00 p +1.72 +l-BBT 186 GLASS TYPE 5 ga +.71.2 4447.1 64 1 7 +14&5 �+- LONG SIDE --+� A 86 44483 67-7/8 4447 T- r Q 1j BUQK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT V FROM THE TIP-TO-TtP DIMENSION TO DETERMINE THE BUCK DIMENSION. SHORT �a 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. r 3)FOR ARCHITECTURAL WNDOWB-FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH TNM OVERALL DIMENSIONS COMPLETELY FIT VailN. `� cl 4)THIS MEET APPLIES ONLY T O FLANGE AND EQUAL-LEO WINDOWS.DO NOT USE WITH FN•FRAMED WINDOW& �' TABLE DIMENSIONS MAY 13E 0) ORIENTED VERTICALLY OR O W Z HORIZONTALLY AS SHOWN. Z r W TABLE 8: r a O ,]� 0 aw Window Design Pressure(+F,ps7)for0laseType 7 c O O ch o �z az F LL 87-118 72 TH 84 08 92 95 NOD 109- 1-1/16'NOM. Lq O 30 +90-130 110-730 +90-130 *944-128 ♦90-171.8 119.8 +901.7187 •117 +0.11&8 +90-112.7 + -109.8 GLASS STACK 7116°LAMINATED q d + •130 +90-1�i1 ♦ •118. *90.74.0 +80-11.5 ♦901-108.7 « •104.3 +901.1024 •1 +806 O1. + - .7 STACK F' + - •80.11fl + .177.7 +90-W.6 ♦90-103.8 +90699.7 +8444 3 +W-92.1 :8040.8 ♦IAO + B SHORT ~ W 1 +W/-118 +110-10118 +90.104.8 + •1 5 +901• 6 -7&7W3- N 44.8%3 ♦7 .B •/ .3 H•81.2 3ry8-TEMPEREDGLASS 3/f8'ANNEA.EDOLAS3 SIDE 3/16'ANNEALED GLASS dddiid 110-111.2 +90.104.2 ♦9Q7.97.9 ♦8081 • 1 +1 d .9 1$L9 1 .4 +1.784 H-74.3 +�j Z 40 +90.088-+W-KO + 834 + - .t ./-87.2 144 •/40. +1 fl +/ +M9 N 7118'ABRSPACE .090.60 INTERLAYER g 42 r - .2 r�'887 -70-9t2 +/$/•4 +/44 44-888 N-71 N73t *I .H +148 1•(6.2 am 44 +9089.7 +80• 1 +1981 049L2 +/•81.4 +1.77.8 +1.74.1 N- 3 +1 +I11 b Z pp 111, +901-911.5 +W.91.3 +/97.2 -.17.-2 -1•79.2 1• 4 0-70 1•x.1 +1 ,i 6 3 z +QW-93.5 099.8 +1484 41.81.2 4477.2 1-733 +148 +1.85,8 LAG 60 .4 +197.8 +143.7 N• 4 +1.75.3 +1-71.3 +/$/,6 FRAIM MEMBERS 20 off USED AT CURVED SIDE U,I N a� 52 +149.4 7/ +171.6 -=77- +673. +l•�.6 @ 1 f-Ire'O.C.MAX. GLASS SITE O • 44476 1 .4 44.786 4478 1.71.8 +1.85:8 4481.4 N-77.8 N-73.B 18 68 +1• 6 +1•79.4 N-784 +1-80.4 +1.76,8 +1.73. °• • • •• 22 21 13 SHORT �, `\�� N•{ILYNN 1l(1 +678b +1-74 •• • • • • SIDE +1772 • •• • • • ••• • GLASS TYPE 7 '�:''�,7cENSLc••.�F,P i 4474 ° ° ° • • • • •• •k r N0.58705NOTM 1DftW$lONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1'FROM THE TIP TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION&. ~ 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT'AVAILABLE SHORT OR LONG DIMENSION- 3) +/7VW 3)FOR ARCHITECTURAL WINDOWS,I=THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLET ELY FIT WI HVs • �) • STA 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEO WNDOWS.00 NOT USE WITH FI -FRAMED WINDIKN9. 000 • ••• ., • •• • • • • ••• ••• �� •• • • • ai4bdlN®iER P.E. P.EJ4887O6 ••• • • • • s•• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 7. Window Design Pressure(+IN pet)for Glass Types 8&8 87.718 72 78 98 92 98 100 104 1 112 112 1 129 124 1 132 13B 140 f44 30 +90W.130 + -130 +90!•13() + •13D ♦901.130 70-19- +gip-130 -04 ♦ ♦9N-130 +90143D +W43D +9(p-130 +9d-130 +9N.1 ♦ •130 430 + r9W-130 32 -130 +fit.{ +9W13D ♦ •130 ♦ •1 +9W-130 +901-130 .9W-130 +901-1 ♦tel-1 + .1 +9N-130 +991-1 +90C-130 +901.130 +901.1 •130 4 +901-130 34 +0.13() +901.130 + .130 +9W + +�-130 +9W-130 +901-t30 + .139 +9-/.130 + .130 +9W-130 •1 -130 +gW-130 +9W.1 +9W- PRODUCr REVISED 38 +901.130 -1 + -130 ♦9-.130 +♦91.13() •130 + 1.130 1 + 30 +9W-1 +9W-1 +901.130 +901.130 +901.1 +gW-130 •1 a scomplyingwitbd"oFlaflda +9W.30 ♦9-•130 +90I-130 ♦9W-130 + .130 + -130 +8W 30 * •1 + -1 + 130 +9-•135 +9W 30 429.2 +9W127.3 Du9d{ngCoN nt -1 + -1 +W-130 +991.130 +901-130 +9N-130 +90N•1 +90/•1 +90Y•130 + + -1 .2 + .1 AccaplmeeNol6-05�8�yyo Dffie 42 •190 +901-1 + .1 +90/•1 -130 +901.1 ♦9W1 +8-•129.3 +9W-123.2 ♦9W-119.7 +9()/-119.4 44 +901-130 •130 +901-130 +901-1 +9W430 ♦901-i -30 •124.5 + -119.4 •116 BY +9W-130 +w. +901.130 +9W430 +8W-130 +901-130 9 +99'-1 .5 +9W-11.3 M 48 +9-130 + •130 + •13- +9W-130 +9W-13D +9W-129.7 +901.173 +8W118.5 ff_ rgp.1 + -130 +9-130 +9W-12&2 .4t-11 62 +8W1 139 +W43D +9W-130 +9W 13D + &.123 a OE TH{S SHEET 54 +9W-130 -30 +9.130 +9-130 +K61-1127.1A :0 76 m 56 -13D -130 +9W130 +8940-129 g 58 -;w_130 + -1 1 80 +901.130 +9-130 Z890-12B.' u 82 -+W.1-30 +9W-130 84 +W-lm +W-1m 88 87-718 +8W1 a ney 1) DIMENSIONS SHOWN.FOR FLANGED WINDOWS.SUBTRACT 1'FROM THE TIF-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. �p Q ppr 2)FOR SIZES NOT SHOWN.ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3)FOR ARCHITECTURAL WINDOW&FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEO WIN OM DO NOT USE WITH FIN-FRAMED WINDOWS. Z -7r uU1U_ X2 ; eN TABLE DIMENSIONS MAY BE T oil O O z Ana ORIENTED VERTICALLY OR I a Z O o 1.1118'NOM HORIZONTALLY AS SHOWN 2 d Z .. LLO 7118'LAMINATED GLASS STACK 7118'LAMINATED LONG GLASS STACK GLASS STACK � SIDE Q .080'SO INTERLAYER 3/18'TEMPERED GLASS 3118-HEAT STRENGTHENED GLASS �- LONG SIDE - r•' W rag 3118"HEAT 3118-HEAT STRENGTHENED GLASS `� I U 3119-HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7118-AIR SPACE ,080'SG INTERLAYER SHORT SIDE SHORT 1 444 3 4 11 ? 1 8 � L � � 810E USED AT CURVED -1 USED AT CURVED FRAME MEMBERS ONLY 29 Wg• L INS- @ 11-718.O.C.MAX GLA63 BITE FRAME MEMBERS ONLY 28 Gl,ggg SITE �7�y (�11-718.O.C.MAX �- LONG SIDE -� u. 13 1.3 1-3 EXTERIOR �j L3 2D 13 22 2 • •3•• SHORT• • • ••• SIDE 9� � \`�� `((LYNN GLASS TYPE 6 • GLAS6 T%48go • • • • • �� \CENSF'•..c`p • • • • • • • • • w 1c' No.58705 SHORTSIDE STMETor • • • • • • •• • • cis pR10,.'C?�.` • •• • • • • • • • • •• • • • • • A.LYNN MO.LER,P.E. P.E.g 99705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • zX WOOD BUCKSTwP INSTALLATION EDGE OR FRAMING,SEE INSTALLATION TYPE B EMBEDMENT DISTANCE NOTE 2,THIS SHEET TYPE C INSTALLATION EMBEDMENT 1X WOOD BLICKSTRIP, TYPE A 1/4.pyo SEE NOTE 2,THIS SHEET ° �? SHIM ,EMffiEDMENT T TYPGEDIS ANCHOR DISTANCE PER RSUBS NT RATE, EDGE ��'��F�� j�1L T EDLiED13TANCEPERSU89TRATE, DISTANCE us db* EDGE `• « B SEE TABLE 8.INS SHEET °-'+ S Nn t5 DISTANCE i ..' �e 1114"MAX 1 SHIM 1 By M' 4 TYP.ANCHOR TYPE. r.:• .:�' EMBEDMENT AND EDGE a N GRANDE THIS SHEET 91 DISTANCE PER SUBSTRATE. ¢ ATE:07102/16 SEE TABLE 8,THIS SHEET 19 a m USED AT CURVED 28 FRAME MEMBERS ONLY °' o.•; f LO 11 11-T/8'O.C.MAX CONCRETEXMU I 4 V I g PER ANCHOR � VISIBLE LIGHT WIDTH= '�.•.I REQUIREMENT t� WINDOWBUCKWIDTH-2.314' WNWW BUCK WIDTH CONCRETEICMU Q WINDOW TIPTO•TIPWINDOWWIDTH PER ANCHOR SUCK REQUIREMENT a HEIGHT 1/4•MAX.SHIM HORIZONTAL SECTION A A wu TIP•TO-TIP Z WINDOW 8112 STEEL O HEIGHT VISIBLE SELF-DRILLNGSMS LIGHT (GS)SEE TABLE 8, z HEIGHT- THIS SHEET TABLE 8: AmberSubstrate IM Mtn.Emhedmem MEM O. . �_ �ic0 x� 4 WINDOW uM 0O 0 we SUCK H�OM' INSTALLATION 812 oT 81a a10 S8 SorevT AWnm eons-Te min. I' O z o 2 Steel 3�' aoes•• 1 Z 0.z 0 a METHOD D Steel Gr.33 o.o4s•1e f2' Q O INSTALLATION ANCHOR P.T.Soolkem Pine 1S. 13B' 12' z tO U BEADING THE 812 a814 Blasl Screw(OB) AftmwmASS to l InU� 3W 0.087 ir318' 0.089'• a^ F im EXTTER7KM Steel Bdd Gi.33 318' 0.048' Ge• 12 Urgmut8d CMU, C-0) MIAM6DADE APPROVED MULLION 114.410 38 CreteFft camets Onhy�� 21• 14W 12 z 21 (SEE SEPERATE NOAH ALUMNUM. Com{min,2.88 k 1' 141 IF-- �j 8 STEEL FRAMING OR STEEL STUD. nem W-80 ke -1l2 1313• z Z SEE SUBSTRATE PIROPERTIES, JIC Steel U11re4on Ungro.Aed .ASTM GOD 2-112 1.14' 12 W �jiQ TA3LE B,THISSHEET GmWed CMU 2-1 13/4' 12 IFS a� g �1/4•MAX SHIM Concrete bL 9.B ksi 1-014' 3✓ 8118'81ee1!!Swoon urlU 2-fJT I 1-3W12 •MN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. elvL 0 ¢ 1X WOOD BUCKSTRIP, SEE NOTE 2,THIS SHEET ••• ••• • • ••• • • .00 ``.��yV ILYNN ' CONCRETE PER • • •• • • • • • �� '•\GENS •�F �i EMBEDMENT ANCHOR NSTlRLATKMNN>>iTE!! • • • ••• • '• 4 E •' '. • REQUIREMENT �• ff—i • • • • • • T'(1 7tC s 1.LVONL1rACfiORb•L1$TED 15N THIS SHEET!MLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. N0.56705 I .EDGE, 2.WOOD BUCKS DEPICTED ON THIS SHEET AS'IX',ARE SUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-112.1X WOOD BUCKS ARE (/,` INSTALLATION t" " TYP•ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPK IED AS RX'ARE 1-112 THICK OR BEATER. 7PTEOF � DISTANCE pND EDGE DISTANCE PER INSTAUlk*lON TO THESUBSMM�Tt OF WOOS W101"WO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING n ST TYPE BN.SEE TABLE 8.THIS SHEET JU143DIC}WN. • • • • • • �•'•.FLORiDA,.•' ,��: VERTICAL SECTION B-B •?4I RA1:JpHIhn1t.1EtL'rESTR •• SHALLBEOrASIZETOPROVIDEFULLSUPPORTTOTHEWNDOWFRAME. •4 IF APPLICABLE.LOAR OESIAN PRESSUA FROMtITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A LYNN MILLER P.E. P.Etl 667 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2X WOOD BUCKSTRIP INSTALLATION INSTALLATION EDGE OR FRAMING,SEE TYPE O TYPE F EMBEDMENT DISTANCE NOTE 2,THIS SHEET 1xOTE Z THIS S EEE EMBEDMENT SEE NOTE 2,THIS SHEET .v INSTALLATION 114'MAX C7 EMBEDMENT -.I SHIM TYp,ANCHOR TYPE,EMBEDMENT AND EDGE jj EDGE DISTANCE PER SUBSTRATE. DISTANCE PRODUCT REVISED TYPE E �1 EDGE •.'° > B SEE TABLE 9.THIS SHEET �YPSul � DISTANCE } ,•p _ Ac«FIm7Ce No r7 q �11c MAX 2 lay 2 SHIM 4 s t. TYP.ANCHOR TYPE. . EMBEDMENT AND EDGE NO CHANGE THI SHEET 11 DISTANCE PER SUBSTRATE, 1 t rc ATE'U7 1 SEE TABLE 9,THIS SHEET _ EXTERIOR m 20 FRAME ® MEMBERVISIBLE LIGHT WIDTH m $ 11-ri'o.c.MAX. conaREtEICMu v I MnNDox+euacwlDTH-2-ata• � PERANCHOR WINDOW BUCK WIDTH REQUIREMENT I� .'. - . •. . CON th Q OR SUCK HORIZONTAL SECTION C-C REECU�MtEENTU a 0 HEIGHT 1t4'MAX.SHIM X� 012 STEEL Oj W SELF-DRILLING SMS VISIBLE (GS),SEE TABLE 8, o LIG14T THIS SHEET TABLE 9: Ed a Edge Max O.C. X N p S` HEIGHT- AnaMr alli ahme DIm= MY`.Ed M Id9 Z m 2 C') WINDOW 1 �++ WO BUCK o Y me HEIGHT- 012 or 014 410 88 SOMW AWm alis. 3✓8" 0 OB3'• c O(',) o M4• INSTALLATION •-z a z a Steel Stda Gr.33 min. 4 Ge• tx F Z O TYPE H T.841dIrm Plea ss 16 1 IT � � � EXTERIOR 012 or 014 Steal Gmw(GM "d"`ae'BD63 Ts don 318' a 1 ASO Ste m 3ra' 0 IT }- t08Y5 st«l Sdod c r ss mn oo4s oa• IT MIAMI-RADE APPROVED MULLION 114.470 88 CmteFbx CMU.(ASTM C80 2-11x 1-114 N C 21 (SEE SEPERATE NOA).ALUMINUM. orte 6 3.35 ken 1' 1.3/4' 7x 2 Z STEEL FRAMING OR STEEL STUD. � 1• 151 S SEE SUBSTRATE PROPERTIES, 114'stow wmean XA tilled 2.8 2.11x 1518• 1x &' TABLE 9,THIS SHEET Utgroele0 CMU. 0419) 2- 2 1-714' 17 O g 5 Groutm! C+90 2.1/x 1514' �N4•MAX SHIM 8178'8111361 U111"an 3.8 1-114' 1514' 12' ty GmdXed 7514` 1x I�tS •MN.OF 3 THREADS BEYOND THE METAL SUBSTRATE- ix UBSTRATE1X WOOD SUCKSTRIP, SEE NOTE 2,THIS SHEET `.��Y LYNN11�i CONCRETE PER • • •• • • • • • ` P, U SF'•.,F,p EMBEDMENT ,'. ABHOR NSTAL�.ATIOIO ADT : • • • ••• • ' ';' REQUIREMENT --ter• • • • • • _ No.58705 •'K • ^ - 1.L9�ONLq•%&HOI&LISTEIION TATS 9HEPf!FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. INSTALLATION SHEET ARE SUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2.1X WOOD BUCKS ARE 7 2.WOOD BUCKS DEPICTED ON THIS SHT AS•1 :.' ` TYPE F DED . . GE DISTANCE PER *45TAMA"TO THIN SUBWWgrE OF WOWAUCYS TO BE ENGINEERED BY OTHERS aTYP.ANCHOR TYPE.EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLE CONCRETE WOOD BUCKS DEPICTED AS'2)P ARE 1-1P1•THICK OR GREATER. :(a sT rE Or AND EDAS APPROVED 8Y AUTHORITY HAVING �:t� '•.�'(pRIDP,. SUBSTRATE,SEE TABLE 8,THIS SHEET J"DICnON. • • •• •• • • tr ` VERTICAL SECTION D-D 1�R.f�.OIAMW ,...I4pH THLpST ��R.,M @ MR SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE YId�M FRAME i�' '91�i` T�1f""ar _•,+ ftflnnt,` • 4.IF APPLICABLE,LOUR DEAHGN PRESS&FROM EITHER WINDOW OR MULLION NOAAPPLIES TO WHOLE SYSTEM. A.IYNN MILLER.P.E. P.EBlals • • • • • • • • • • • •• •• • • • •• •• ••• • 0 0 ••• • • TYP.ANCHOR TYPE. 2X WOOD BUCKSTRIP EMBEDMENT Arra EDGE +I EMBEDMENT OR FRAMING.SEE INSTALLATION INSTALLATION DISTANCE PER SUBSTRATE, I NOTE 2.THOS SHEET TYPE J TYPE K SEE TABLE 10,THIS SHEET INSTALLATION o ESE DlsrnN� 4•MAX EDGE DISTANCE DISTANCESHIM TYPE I 2X IN"SUCKSTRIP PRODUCPRBVISED 2X WOW BUCKSTRIP OR FRAMING.SEE u udiaz O&ng Btaide OR FRAMING,SEE NOTE 2,THIS SHEET N.1 NOTE 2,THIS SHEET19p� Iq 114'MAX TYP.ANCHOR TYPE,EMBEDMENT AND 3 SHIM EDGE DISTANCE PER SUBSTRATE, SY S SEETABLEI%THISSHEET tt P�olnttllW 4 EMBEDMENT < NO CHANGE THIS T 11 3 EMBEDMENT Q E: 102 15 USED AT CURVED ,EXRIOR 29 FRAME MEMBERS ONLY v 11.7 'O.C.MAX. 11 EXTERIOR WINDOW 4 v a BUCK VISIBLE UGIT WIDTH= 5 O .- WD00WSUCK WIDTH-2.3(4' C (!J o HEIGHT 1JR MAX.SHIM WINDOW BUCK WIDTH c}if tli N Bl� TOY W � VISIBLE INSTALLATION HORIZONTAL SECTION E-E z si LIGHT TYPE L Ick_ x ui VN WINDOW W 0 m O 1 BLUR 010 STEEL C> Q ZO O HEIGHT- SELF-DRALING SMS Ol 2.314° (GO>SEE TABLE 10, Z 0. r ILL O THIS SHEET TABLE 10 Min dga Max.O.C. °0 Anahar Subatreta D mote S t- x. Box P.. em ® uJ Z >"vs x.131'Common till T. Phre 8' Z O 12 2.112 x.1 Nam P.T ae (iso. 31s' s S Z 21 T.Southam Pure .58 112 5' 8 2X WOOD SUCKSTRIP tX taIIQRO.OB3'Atumin 600345 1 8' a Z Q OR FRAMING,SEE 010 x 1'Stw S~ 111W A35 Steel 8118° Ba O F NOTE 2,THIS SHEET 0.098' 18 G8)S Stud W.33 5 114'MAX SHIM MIAMI-RADE APPROVED MULLIONItSI (SEE SEPERATE NOA).ALUMINUM, MIW,OF 3 THREADS BEYOND THE METAL SUBSTRATE. STEEL FRAMING OR STEEL STUD. •u •oaeo sou SEE SUBSTRATE PROPERTIES, TABLE 10.THLS SWEET t t t t 1 111!1I l INSTALLTYP EJ ON EDGE DISTANCE :•• ••: •• i•i i i i•• ;� C �!:YNN 4f '�i ONSTAU.Ai10N NOTES• • • • • • • TYP.ANCHOR TYPE,EMBEDMENT 1.USE ONLY ANCHORS LISTED ON THIS BFF�EET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. No.58705 �•n-- EMBEDMENT AND EDGE DISTANCE PER +'°-4�� SUBSTRATE,SEE TABLE 10,THIS SHEET 2.WOOD BUCKS DEPICTED ON THIS SHEET AS'IX-,ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-112'.1X WODD BUCKS ARE -_-15 l/1,+ O gIONA6I)i WNIT CAN INS DiREC TO SOLID CONCRETE,WOW BUCKS DEPICTED AS W ARE 1-112'THICK OR GREATER. ��•. /�� rias I.U1TibN TO' II�EGD T0.8E ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING ';Ute'.• STATE OF ; I VERTICAL SECTION F-F d11RI*DICTNN. • • •• • ;F '•F<.ORIop, '.\N �dR ATT�AiMENT 10 METAL'TIRE STRUICTLOALMEMSER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 's�()IyAI � • • • • 4.IF APPLICASLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E. P.E1t 58m ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EDGE p�NEDG.SEE INSTALLATION TYPE MEMBEDMENT '-- DISTANCE ATE 2,T33 }gl1EET INSTALLATION INSTALLATION TYPE M� FOR THIS INSTALLATION TYPE N EMBEDMENT METHODONLY, 'FOR THISINSTALLATION ANCHORS AMY NO METHOD ONLY, 1/4'MAX MORE THAN 8'O.C. •. .• ANCHORS MAY BE NO EMBEDMENT f� SHIM 1X WOOD Bl7C1ISTFUP, E 7. PRODUCTRBVIlNBD •MORE THAN S'O.C. 1 U 2X WOOD SUCKSTRIP NOTE 2.THIS SHEET as amply*wills deoquadFI•tlt� OR FRAMING.SEE •. Amptu Cada NOTE 2,THIS SHEET ..p Acc¢plat+rbNo 5 jWnMAX TYP.ANCHOR TYPE.EMBE[NAENT AND3 SHIM EDGE DISTANCE PER SUBSTRATE,4 TYP.ANCHOR TYPE, S SEE TABLE 11,THIS SHEET • ' Camtrd e EMSEDMENTANDEDGE DISTANCE PER SUBSTRATE. ¢ O CHANGE THI SHEET 11 SEE TABLE 11,THIS SHEET 3 ag TE:0-1102116 USED AT CURVED EDGE Qm E 20 FRAME MEMBERS ONLY DISTANCE .. EDGE MY 11-7/S'D.C.MAX. .•a '. DISTANCE u CRETElCMU 11 PBRANCHOR COtNCRETFJCMU Q REQUIREMENT WSW 4 11 PERANCHOR x7. SUCK Tom- VISIBLE LIGHT WIDTH= ,• S REQUIREMENT HEIGHT 114•MAX.SHIM I�� wuupj y BUCK WIDTH-2.1/4° 0 PQ WINDOW BUCK WIDTH EXTERIOR v a7o0 iia VISIBLE HORIZONTAL SECTION G-G J z d LIGHT @ INSTALLATION TYPE O HEIGHT FOR THIS INSTALLATION WUW x WINDOW METHOD ONLY, TABLE 11: 1--Z $ Np BUCK ANCHORS MAY BE NO13 MAL Edge HEIGHT. •MORE THAN 0'0.C. Andes SYbBVeM maw" �'Em�1I�11 S r 2.3/4" F.T. m o Z d Z LL 912 a9La alo es screw aod'"a" TS Wit 0. O 012 STEEL A38 Steel 318' 0. • 8' SELF-DRILLING SMS Steel Gr.33 m 318' 0.048' Qa' 8' (GB),SEE TABLE 10. P.T.Swftm PIM 0. 91t8' 13/8' 8' ® Z taws THIS SHEET 2 912 or9t4 St el Somw(GS) A3B 3m mow• it O 21 TYP.ANCHOR TYPE. AOR S Gr.33 mle. 378' Low 18 Ga• 8' E � F Z EMBEDMENT AND EDGE _('(_ CMU C-g0 2-1f2' 1.1/P 1 Sy, elate 8 DISTANCE PER SUBSTRATE, V 1/4'410 SS 0sWM Commle Ie.3.38 kd) I- 1314' IT Z SEE TABLE 11.THIS SHEET v comets 2.6a 1" 1.3w 1T k 6 r1/a'MAX IM MIAMI-DADE APPROVED MULLION Catmrebe mtn 2.88 k 2-1P1 13R' 1T g Q Z ` +L (SEE SEPERATE NOA)•ALUMINUM. • ASTM t-1K' 1T rf L+a3 i51 fxl STEEL FRAMING OR STEEL STUD. G 2-UT 13/4' IT SEE SUBSTRATE PROPERTIES. Ce1petq oft.&a k I-U4' 13M' 1T INSTALLATION TABLE 11,THM SHEET 8/18"Steel Ll2mm Gmuted � � 1 1T 1X WOOD 2.THIS SH •MN.OF 3 THREADS BEYOND THE METAL SUBSTRATE \�L t TYPE N a SEE worE 2,rests SHEET •• *00 • • • • • •• ��` pNY LYNry • • •• • • • • • P:' F .Fp EMBEDMENT� � " IN3TAI.k/QLON Nom$:• • • • ••• • •• - 1.USL*QI�W.Y AAISI•IORS L19�ED aTNI86HHlT.p b tw EMBEDMENT AND EDGE DISTANCE LIMIT& No.50705 ; • - 2.WORD BUCKS DEPICTED ON THIS SHEET AS'9r,ARE BUCKS WHOSE TOTALTHICIMSS IS LESS THAN 1-1W.1X WOOD BUCKS ARE "U : OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD SUCKS DEPICTED AS'2X'ARE 1-112'THICK OR GREATER. •� : 7,, IS .�ut. EDGE KNALLAMWbTO THE SYBSTRjT*QF WOOD§WKS V BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING %�,��'•.• �iA C OF �� DISTANCE JQRIBDICTILNN. • • • • • • 3."•li ATT/6IMENT TO%ETAS THE STa4U0TUIvkL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. ��ir�)/VAI_L`�•`�, VERTICAL SECTION H-H • • • • • • . • • a.I?APPLICIASLE,LOWER DESIGNPRESSURERROM E4R YANDOW OR MULLION NOAAPPLIES TO WHOIE SYSTEM. A.LYNN MATER PE PE953708 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • i 'DETAILS FOR ASSEMBLY DETAILS FLANGE&EQUAL-LEG FRAMES FOR FIN FRAMES PRODUCT REYISBD as oomplYlogwM ft Fwft nudam axe t5 �q FRAME ED ANGLEDICURVED Oroso f FRAME ASSEMtBLY FRAME ASSEMBLY BY WCORNER 9VCORNER M Pmdtxt 1 FRAMEASSEMBLY FRAME ASSEMBLY I l � I � NO C GE THIS 3 EET 1 i m A :0 15 1010 , ALL CORNERS TO ; j ALL CORNERS TO- ; u USE GASKET IUSE GASKET I S AND/OR SEALANT � � // ANVIOR SEALANT52 � a / EQUAL-LEG FRAME FLANGE FRAME et�0 EQUAL-LEG FRAME MITERED FRAME WITH INTERIOR I MITERED FRAME RAMWITWELDS t9 N AND EXTERIOR FRAME WELDS I AND EXTERIOR FRAME WELDS J N FLANGE FRAME (SHOWN)OR CORNER KEYS AT (SHOWN}OR CORNER KEYS AT O LL N d SCREW BOSSES.SEALANT AT ALL CORNERS SCREW BOSSES.SEALANT AT ALL CORNERS Z ` g 0 Ci 0 o .0W 2 1. .oar a I+� .oar 27e4• Q z a o 0 c 7 if TABLE 1T: .07C OBY .07r OBY 1 *7-17 OSY tv 1.37W 1.378'1 �Nn � IBB+IS Item POTPartA DescBpOon Malertel 1.878• _ AW r ® Z Z 1 42GiC flanged Frmlte Akmt 8083T5 7 .o56•mma � Sco2 4288 EWaMeg Frame Alum.SOOTS 'a 3 4265 Integral Rn Finae Alum X5378 FLANGE FRAME EQUAL-LEG FRAME p4 4266 71W Lead.Gla"Beac" Akan.SOS3-T6 OMSK,S0S3-TS #4255.81183-T5 , FIN FRAME 6 4284 LG,G�sa.Be�ng Akan.808378 O $4258,8063-73 on 4270 Installation Faeterlm Cow Alum.808375 a oaeQ ssu 8b 4224 installation Fastener Cofer IWd PVC 10 MW Gasket(at 80°cum tdnts) Polyethylene • • i 0 ••• i 0 •• q� —+'{ 1.03r �+— .� OW LYNIV 11 TP24718 Vinyl BulbWeathmstdp Flax PVC,Dura t +/•1 • •• • • • • • g7g• : QTS,•'' 410ENS' 4� 13 Dow 8ge OE 77�S6lcone or uN. 'ms • • • • • 00: • F P E4 • • • • • • • �'' 2O 718M Sdtirtg Block,MGM 3118'x 7MS'x or Neoprene,Dara 88+1-1 �! •• • • • ••�.yp�.— .IBD' W _ / No•80705 >� 21 71704AK liattlng Block,LG.3198°x 1-3132"x 4" Neoprem Duro.85+1-1 INSTALLATION 7116°LAMI / I.G.GLASS =7J 22 Dl)RAIt776 7M8"DulaBeai Spaesr O G�PLSS� DING • ••• (,b} ��INO 6a FASTENER COVER 29 #8 x 1.114°FH SMS Simms Sted 4 �#4lbS,6tI83 T6 • • • i`J Y42ii0,8063T5 O #4270,6003-T6 %,ttS,�•`lumDA,.• ��: 30 781PQX #8 x V Quad PH SMS stalroese Steel • • • • • • •• • • 'i,� l ..... NG •• • • • • • • • • • NAL • •• • • • • • • • • r�rhlri1rt1" •• • • • • • A.LYNN MUJJM P.E. P.EAWM • • • • • • • • • • ••• • • • ••• • • t � M IAM 1•DADE MIAMI-DADS COUNTY mI I U PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(ICER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION D"ION T(786)315-2590 F(7W 315-2599 NOTICE OF ACCEPTANCE (NOA) www.mlamidad%Zp/eeonomv PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone.- DESCRIPTION: one.DESCRIPTION:Series"PGT"Clipped Extruded Aluminum Tube Mullion—L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube'1V ilions", . . ...,.. ..... sheets 1 through' 25 of 25, prepared by manufacturer, dated 009/aj; ;with •re��ion 1� •• dated 10/10/14, signed and sealed by Anthony Lynn Miller, P.E_, bearing the Miami,Aade CdWU.Producl•..; Control Revision stamp with the Notice of Acceptance number and expiration."&.by the Miami-Dade County Product Control Section. "'• •• • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logb, c1 , state;•;••. model/series, and following statement: "Miami-Dade County Product Control Appmygd", uttle6:o l�erwisa noted herein. ...... • RENEWAL of this NOA shall be considered after a renewal application has been fiieJ and tbfK teas been..... no change in the applicable building code negatively affecting the performance of this pfoduct.• •. TERMINATION of this NOA will occur after the expiration date or if there has been a revisiqla vr.change in the materials,use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#14-1105.01 and consists of this page I and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.16-0218.03 M�I►M�t)AADE co!Iaflo Expiration Date: May 26,2021 e e 1140 Approval Date:AprH 14 2016 r Page 1 PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.10-0819.05) 2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision B dated 10/10/14, prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D. Brinson,P.E. 9999 (Submitted under NOA No. 10-0819.05) • . . 9999 9999.. o e . . C. CALCULATIONS "'•'• •••• 0000000 1. Anchor verification calculations and structural analysis, coiVp2tMg with FBC-201A.,.: and with FBC 5th Edition (2014), prepared by manufacturer,,aik 01/'10q!;signed ..0 and sealed by Anthony Lynn Miller,P.E. 6 9.0 a 669 0 . . 96:096 66 66 96•6 69699• D. QUALITY ASSURANCE 9 9 • • • 669669 1. Miami-Dade Department of Regulatory and Economic Resources AR).;•• 0 66 . 996669 69 . 96.9 6 6 E. MATERIAL CERTIFICATIONS 6.6 1. None. 0 � . =e r4 P.E. Product Cont of aminer NOA N . 6-OZl&03 Expiration Date: May 26,2021 Approval Date:April 14 2016 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-516 Edition (201.4), dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated February 15, 2016, issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. G. OTHERS 1. Notice of Acceptance No. 14-1105.01, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 02/12/15 and expiring on 05/26/16. 0000 . . 0000 000000 .. .. . . . 0 0000.. 0 0000.. 0000 000.. 0000 .. .0000. . 0 0000 . 00 00.0. 0000.. .. . 0000. 00 00 00 00 0 0000.. 0 . . 0 0 0000.. 0000.. . . 00000. .. 0000 00 0 Manuel ,P.E. Product ContiI tminer NOA No. 021$.03 Expiration Date: May 26,2021 Approval Date:April 14 2016 E-2 Fwu L LOCATIONS REQUIRING GENERA'NOTES: - R LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE -RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATON METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES.-__.__.....-__1 MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHER. INSTRUCTIONS————I ELEVATION..._._.» »._._»»12)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL TO 2X WOR. __......_.2XOPENING ty®1N FORVERTICAI MULL •i 0 IAlWHESNSCIVI D I HAVE BEEN TESTED AS'FREE-FLOATING'AND DO NOT NEED TO BE DIRECTLYATTACHED TO THE MULLION CLIPS,BUT SHALL �TO 1x a NOTES - ..z d MULLIONS / —`� 8EE( TAB.B I INSCRIBED INBmE MLU NOTES.»._.__�.2 A�O,GM: RECTANGULAR NOT HAVE A GAP OF MORE THAN 1f4'FROM THE CUP, MILLL TO MA80NRY......_.___»._.9 _ SH TE. SHAPE MULLTO STEEL STUD_».»____.9 N 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WWDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL........ _._»_..»_a m I- �� ATE / `� DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN L118D.THE 113 STRESS INCREASE WAS NOT USED ANCHOR SPECS_...........__.........9 UJ i''� III ' `�;` W THIS ANCHOR EVALUATION.THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS RAYALTMULL INET BAY Mu125 MULL SPECS-.__»_4 3 ��`1 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X 2 X.128 MULL S�___�_5 I X 2X.878 MULL 8PEC8___._._8 1 X 2.78 X.975 MULL SPECS—- �� N _ 1 X 2.76 X AS NML.L SPECB....._.__B AND 25 X MULL SPE TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSUI A8ATHFG 23 /DETAILS I_ i i _ �_d SEE DET ANCHORAGE F5)USE THE OR THE COMMON MULLION.INED WIDTH OR HEIGHT SEE EXAMPLES ON THIS SHEET AND MEET 2•f.FOR MULTIPLE UMTS,CONSIDER t X 9.125 MU LSP CS._ _.9 Q O ATFYBl0. 1 X 4X.126 MULL 8PEC6..-......-..10 HEETS A TIS& ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.TFC LOWEST DESIGN 1 X 4 X.aM'r M ILL S SPECS-CIL-.-11 1 SHEETS 2,y 1X4X.978X W LILLSPE_.__11 III PRESSURE OF MULTIPLE MULLIONS 0R FENESTRATION PRODUCTS 871ALL APPLY. tmX&168X.100 M LL SPECS-13 g _I / 178X 9.28X.180 MULL BPECB....19 z HEIGHT 0)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE25 S} 1.26 X aX.B2a Mini SPECS_.14 MULL POR 125 X 9.94 x.524 MILL SPEW.-AS HORIZONTAL 7)ANCHOR EMBEDMENT TO BASE MATERIAL.SHALL BE BEYOND WALL DRESSING OR STUODO,WOOD BUCKS BY OTHERS,MUST 2 x 4 x 25 MUU.SPECS__.__._15 � Z SEEOETAILE, BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHOR SHALL BE COATED OR CORROSION RESISTANT 2 X e x aE MULL SPECS_.__. _t7 81 r 9 AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT tae X 2.11 X Y M LLSL SPECS.._16 r P 95'X328 BAY MULL SPECS..___19 20AO REACTIONS. 4SX9a5DAY MULL SPECS---20 G MULLION S CLIP DIMENSIONS_21.29 � 2 O ATS 8)REFERENCE:TEST REPORTS:FTL-8443;F1OO,ULTRACOMAGGRE-GATOR NOM`S EXAMPLES 18 2._....._.._.__.....-24 N PRODUCrSMAY LOADEdOEXAMPLES....Y.__. ».� tq t OFAW TYPE. 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING Q S2 ""LIST ee CODE,AND ARE APPROVED FOR IMPACT AND NON-NPACT APPLICATIONS.MULLIONS ARE ONLYTO BE USED WITHANWACTUFIED ' gyN POT, PGT APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. Q � 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ 0 LHORMWA_ /40 o,R 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDES)THAT THE SPAN AND OPENING MULL SHEETS 23 WIDTHNEIGHT OF EACH INDMDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA, LENGTH HORIZONTAL � INSTRUCTIONS ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT DJGS1FTa)FOR THE OPENING USING THE ASCE-7 STANDARD. WILL �_OFr�+ING VOT" �HCRu MULL LENGTH y 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. -1 LENGTH I' 1 3)REFER TO SHEET 28 TO DETERMINE IF THE WIND LOADING IS"RECTANGULAW OR'TRUWGUAARRRAPEZODW. PRODUCT RHVL 4)FIND THE CHOSEN MULLIONS MULLION CAPACITY SFM FROM TABLES 1A THROUGH 16A,ON SHEETS 8 THROUGH 20 RESPECTIVELY,USING is= D THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HMG14T(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORRONTALLY).THE OR B4 the Flocl� coo OPE meMuu. ` �• HO= HEIGHT Q p VERT. MU CAPACITY.ILB8f n OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT ILBS(FT'1 FOR THE OPENING OBTAINED IN A m Ab �'S• T LENI ,(_GTH o r MUILLSTEP 1).L I5)FROM THE SAME TABLE USED INSTEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED&W THSVALUE_L RE(gS •�4 j%WVXOAp TRAMS ERRE:TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. B `,1 ' Pmdad SINGLE MULLION SINGLE MULLION FOR VE LL L "FROM THE• C j •' Y S ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE �� Y LYNN Rq14e, 7iii OPENING NBDTH ANtHOR/SOOBTRATEW4040 P MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR �` ti�........... �i FORVEMCALMUu r ITYSI • • • • • • ``�a�:t10ENSE '• p �1 SEE CWRESPONDING MULLIONS 7)IF THE MULLION CAPACITY(ULGAr'')OBTAINED IN THE TABLE S HIGHER THAN THE SIGN PRESSURE REQUIREMENT(LBWP)FOR THE * No.5871]5 FROM FxiURE 1 ABOVE. QPENING,YOU MAY LSE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS _ VALUEA LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE _-O•.� �F -' ••• • ••• •• •37ANDARD3 lSED • THE IGM PRESSURE RATING(L<MfFTiIJ FOR THE FENESTRATION PRODUCT TO BE USED AND tOMPAIRE WITH TFS FI WL MULUON :� •. •2014 FLORIDA BUILDING CODE(FB%5TH EDITION • A daTIft FOR TRLIMUUJDN SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION ' T `.,FLORUDP.•'��: •ANSUAFBPA NDS-2D12 FOR WOOD CONSTRUCTION •p� • • • • • FS �� •ALUMINUM DESIGN MANUAL,ADM-2010 ••9)HIG9JGHT OPT U 8%,JD TABLF lALU%dbED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. A. __IJ�1_�� 6AISI-8100.071S24MO YNR T FL P. 50705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • d DETAILA: DETAILS: MOON MULLION TO 2X WOOD BUCK MSnLrorl MULLION ATTACHED TO 1X SucKeTlaP TM"A�� p OR WOOD FRAMING WOOD BUCK AND MASONRY ATTACHMENT BPM.ESEE SUBSTRAAND tix Ed (OFFSET CUP SHOWN) (STANDARD CLIP SHOWN) BY F 1' IN SHEETI. T1 1 MULLION H 1 - :. :. N I I i 8E 8HEE1'8 'o b 1 MIN2.7XIII 3FHEETSDA N E _4CONCRETE CMLJ 1 DMTAHM. WFEITHERTHEa 11 OCATIONS a 1 1 EDGE DISTANCE 11&t8BTA9LE4 EDGE u I a FDHMASONRYSTANCE W QI FORWOO�a2l - f I ANCWAS mSCRENB 4 a I I $117E VIEW 7 7 7H�METtWD. a .2M`MAX FCR 4 4. a a ALL MULLIONS - o e e EiTHERTHE 4 a - 8TANDARD Z _ n ° ' a. .a d 4o OFF8ETMULL Z y e CLW MAY � � e INSTALLED BY :3 EXTERIOR $9 Zd Z r a. THISMETHOD 4 '' EDGE4 .. {{{{............ a '4 a. OkBTA� a e e° -4 y O Q a a 'L MASONRY c THE OFFSET CLWM ANCHORS e. AECPOA EXTERIOR VWRINa DOWS.BW ALSIDUSLDFOR OTHER�FRAM ETYPE3. PERF TYP•ANCHOR TYP.AN H RATE.OR Typ•ANCHOR TRATE, SEE TABLES 111•188 PER SUBSTRATE, SEE TASTES 18-1611 BTABLEB 16188 EDGFAND EE DISTANCE AM TRW SESTAME8 r ATTACHMENT BUCKSTRIP 1&188 T _ :� BYOTHERS. 6F�PDN6Nr WE MOTE 1, Att MtE1T �. SHEET 1. .1- S s A'..; SNEfiT 1. MIN 2.7 KSI CONCRETE OR CMU SEW FRONT VIEW IDE VIt�tRHxMM Bu kft Cede FRONT VIEW INSTALLATION NOTES By AHI•mi 1)ANCHOR EMBEDMENT TO BASE MATERIAL.SHALL BE BEYOND WALL DRESSING OR STUCCO- Do TUCCO.•• ••• • • • • • •• \`�\ \{LYNN 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN MOVE ARE FOR PICTORIAL REPRESENTATION • • • • • • • s F ONLY.BECAUSE THE ANCHOR CAPACITY 18 BASED PARTLY ON THE ANCHOR TO ANCHOR D •• • • • • • ��t,: 4\GFN3f '•.P CORRECT OUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE T • • • • • • • �+ No.58705 i< go0 FOLLOWING SHEETS.FOR DETAILS A-D.EITHER THE STANDARD OR INTERIOR CLIP MAY BE •Mo s• • • • •• 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HD(HEAD OR FLATHEAD. 4)WOOD SUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3 ••• ••• ••• 000 • •• %'0• 5)FOR MASONRY APPLICATIONS IN MM43ADE COUNTY.USE ONLY MW&DADEC(XJWFY hPPQED • • ELOO ULTRACON OR ELOO 1/4S.S.AGOREGATOR MASONRY ANCHORS. • • • i • E'S • • •• • • • • • • • • A.III(WF81t7"O.M ttLtLOEPF� .Eyy.• • • FL P.E. 68706 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DETAIL E: --I 12V MSL MULLION TO MULLION DETAIL C: INTERSECTION NOTES: a MULLION DIRECTLY ATTACHED TO (U-CLIP) MULLION 1)MAY BE INSTALLED W'TEE'OR-CROW MASONRY STRUCTURE INTERSECTIONS. (STANDARD CLIP SHOWN VAl 28 2)MAY BE INSTALLED HORIZONTALLY re (SHOWN)OR VERTICALLY. EITHERTHE I I TYP SUBSTRATE, 3)SEE U-CUP DRAWINGS,SHEETS 21-23 '� m STM�IDARDO I I eEErABLEe 18-13D FOR CORRESPONDING MULLION. M OFFSET MALL i i. TOP VIEW MuuwN Z INSTALLEDP MAY ABY li I fiOBE DISTANCE W FOR MASONRY ygRlEg}—ry THIS I I I ° ANCHORS I BELFDRILLIN6Oi PRfi-0NRL 1 I I°( °. �`�NULLK)NA?ID UBE SMB W m O 4' MuuioN z EXTERIOR 4 THE OFFSET IS g WOE DISTANCE ° � FORMA80NRY 4 Tw•FaA1aEo ZKFERSECTION ANCHORS VMBlt%YiB,BUT MAY ALSOBE USEO FOR OTHER FRAME TYPES. EXTERIOR Z = TYP.ANCHORd Q G -�RWBSTRATE, d p O o / BEE SHEETS 3143FOR TABLESIB•13B PERSUBSTRTE, F r HOLE LOCATIONS N SUCKST" BW TABIMlEI.13D FRONT VIEW SND DISTANCE ATTACHMBiNf ~ N ;;NET OTHERS. T1s-m Q 'Z . 4. i SEE NOTE E111SHEETI. P SIDE VIEW a "" WN 27 KSI CONCRETE OR OW MW13.7 K$i CONCRETE OR CMU 1B•10 FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SHOWN BraucTORE INSTALLATION NOTES: ,.ANCHOR 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A Pat SUBSTRATE. BEE TABLES 10-13B 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATIONSEE SHEETS ® PRODUCT REVISED ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE THE ��. z1 ra FOR HOUR s A fi fts CowithibAftwift CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE WWI= FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR(XIP MAY BE USED. 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. BY A)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3 E006 FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY�eti-rc vrff• • • • •• ME TARE `��y LYNN... �� S} • • • • • • • • ME TABLES �� ON.• �F 13C0 ULTRACON OR L LC01t4•S.S.AGGREGATOR MASONRY ANCHORS, a • •• • • • • FOR STEEL STUDS THINNER THAN IS-13B \ �Ze: �GENSg •, p • •• • •FRONTV NIOAANDCCIVUANTWITHTHEFLSUBOBK4 • v COOB,AWWOODBAiMi MUffTUSED. V.1 '•.* • • • •-- ••./1 ATTACHMENT'BY OTHERS. NO,6570500 LL�� USE WOOD ANCHCR SPECS SIDE VIEW EXTERIOR _ NOTES: Bi i lU,-• ••• • ••e •• • 1)FR2xWOOD-BACKI�STEEL STUDS,WOOD 'O':�• g !6.,� • • • • • • • • • ANCHOR VALUES MAY BE USED. ��P •..FLORIOP �aC9`: •• • • • • • ••• • i SEE CORRESPONDING MULLION TABLES, i��>/p • •• • • • • e • • • •• • • • o • SHEETS 5.20,FOR QUANTITY OF SCREW$. A.�@YNftI FL E 58 P.E. • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DETAIL F: DETAIL G: DETAIL H: - FIELD-MODIFIED MULLION CLIP ANGLE MULLION CUP BAY MULLION INSTALLATION d (F CLIP) (ANGLE CLIP) (ANGLE CLIP) n Y SEE OETAILS AE. 30°ORS' d SHEETS 2 AND 3 FOR INSTALLATION BAY MILL TOSPECIFIC SUBSTRATES (V ,,,-MULLION N t m, 0 o O tu 0 0 0, 0 0 0 0 0 O O TOP VIEW SIDE NAEWN I TOP VIEW 1 i i N tO J ,/) TYP.MCHCR SLOSTRA EXTERIOR I j I i sgeTAlleaatNm I TYP.ANCiNR I 1 I EXTERIOR Z STANDARD MULLION CUP 1 I PERSUSSTRATE. 1 M 094ED TO FR FEED 1 SEE TABLE818.14B " i ? CONDITIONS. 1 I TXS•ANGLECUP, Q p I I 1 I 2 PSR MULLION END,MUST BE _ 1 I 1 INSTALLED HIDE OF BAY MILL PO I I MULLION I i II 1 1 I I I I i m ! Y 1 II � 2-XS'X.IWANGLE Z 2PERD. BEINSTALLED DOW OFL Q � G 1 1 I b TYP.ANCHOR PERSUSSTRATE, SEE TASM 1&148 UNTO WOOD, SISEI.,ALUM INroxT>OD,BreEL, BraNnumaPTaBE EXTERIOR OR NAY EXTERIOR ALUK CMI OR MASONRY MODIFIEDIN•PIBLD. EXTERIOR g�Z .�� MRCMJUCT REVISED Oy,gL P ®comrAying with Iho FlorMa r� a Mhlgcoaa 07118. ® I ® ALUM, Ymm OR ST SEL. A�optmtm g6rop" MAONRY T EDGE mD ® ® DISTANCE By PER ANCHOR • meralxE f i i ••i ®s •O • NOTES FOR INSTALLATION OPTION O&H: � 4YNN PERANCROR / •• ••• •• • • I)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. ROM FOR INSTALLATIONINSTALLATION!OPTIONS F. • •• it 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 128°X2.11•X.123'MULLION. 2)DETAIL G:SEE TABLES 18-146 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE r ND,55705 LOCATIONS. Q, • ••• 3)DETAIL H:SEE TABLES 18B OR 188 FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE 2)SEE TABLES FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. • ••• •• • � O '•�'I g v ZU: • • • • • • • • • LOCATIONS. 3)THE 2X8 CLIP IS NOT SUITABLE FOR THIS APPLICATION. • • • • • • •• • • .. . . . . . ,,cS ... .• ��. FIL 58705 ••• • • • • ••• • • ••• • • • ••• • • TABLE 1A ,� fBu18w1 C uw t99Wl+ r®tt9�w16)4vOp•,1MgNe�Itt(fwro 1gtn10ons) "m open W5, Wh 7010 Wh Soh +aoh 17010 ,4910 5Wh 1. - � Tog" a< > mom. R m9rmen¢. a< Toor-1% It u 11 1x2%.125 Loaft Loa.0n9 LoednB Lm L� Loaarw Loedhp lmdn9 LoeM9 Loe•n9 Looft Loaft Lee&q Loaft L-ft +ire Loaft Loadn9 �x "MU ' � � � a � oil � � 1, I I I I a I I c .0 11 1 11 1 1 11 _ 4210 111.0 498 128.0 S- 93.2 4W 1".8 7U 400 197.8 321 W.0 404 t0U 318 82.1 409 1W.0 S19 %9 408 WA 319 48.8 408 10-LO 319 30.9 408 104.0 $19 30.0 400 tKO 318 4810 74.0 912 838 288 62A 312 73A 282 WA 3t2 87.0 218 48A 312 831 249 CA 312 81.3 244 WI-L3W 2N 311 312 61.0 2M 2a8 312 81.0 244 25.4 3% 70.0 214 60Asin 83.9 261 70.8 234 032 281 70.0 228 40A 281 88.7 224 SIA 281 821 222 320 281 80.1 2O 219 26A 281 49.3 218 2" 041 499 219 20.0 281 498 219 84m 02A 247 87.0 207 4U 247 IDA 204 31.8 247 MA 198 321 247 41.5 108 282 247 =A 104 193 MA 247 Al 193 MG 247 3a1 103 1&4 247 321 1936010 36A 200 411 170 320 100 30A 188 27.4 200 31A tW 24.0 = 20.918021.S20027.1 1M 187 /6A 200 �.0 109 6310 35.1 ,81 809 104 27.8 591 908 162 2.1.7 fn 28.9 148 10.7 181 24A 148 fat 181 12A 114 18A 170 70.7 119 �. 8818 79.0 186 30.8 142 24.0 /W tat 139 20.0 ,W 281 138 t9.o 1W 21.0 134 z 7210 221 589 798 Y!9 f8.8 199 101 518 10.9 135 me IN Z 786 tae 178 wa 109 tA7 t?b 18.9 107 W _ v 7010 17.5 118 102 104 ' P � TABLE 1B ANCHOR CAPACITY ADJUSTMENT FORMULA: LO 3 AaahorC TN,fa F•e0g4U PT mew (Dpm)X��CHORCAP."„ `'ANCHOR CAP.- sastmurt N r 271 ooromle 15k oom MULLION CAP,o i AW07"m 3118'El=l UMM iW Eto UMM 8118'ElmW9a= V4.6bO MOW vd On�EkO V488 Eb0 n08m• n28WN n21it� 04 Anel1•►CIp PaHam9 Uwe= U9maan Agpe8d t eomV PM Saar PI 9ae•t�f USE THIS FORMULA TO OBTAIN OND!N TO 44 2-,/C r FIX btf6' r 2 Vr ,' 2 t9: r 3-tv r OAr oA49.sra• CAPACITY REQUIRED'CORRF+4PONDMG TO AWACTUALPRESSURE RFAUtREMENT FOR THEpEmm•nw vw 1.9N' 1-w 1.314' r 5.111' 1.1or 1.104• 1-114• t-VP 5 WEMA 1.018' S.YB' 1 11� 2 834 o.Q 81m+dmdar �11F4+k 300m5 460Da 80 ,84400 2108+9 lea Poe T 80 4 m5941 4420s as OPENING,WHEN IT IS LOWER THAN THE MULLION d 4Anchm01.14 um O.O.18tm0ed(wom Scup .4 4W 80 700me WA NIA NIA Nb4 36080 WA NIA WA WAW2ma B80®s 1120!65 CAPACITY(FROM THE MINIM THE SELECTED � IA1•a6fe rS9n.o.Ql602ibAnmeC2pel(Fq.3k 7W 00 iW80 W080 tNOme t ma 619 m5 Nome WA mbs i488• W080 6wma WOma 11299• MlA1.l0AI.RWILLYIELDAMWIMUMANCHOR 2 Apo1m®0.�LUt 4Q/vw,hm.126•A99a.64.4k WA WA WA WA WA EVA NM WA WA WA WA N!A N81 71880 CAPACITY WFUCH MAYBE U9m TO QUALIFY 19890 19630 22600 11390 BaZ00 199 Ob 140IDs ,770• 9T060 18780 88216e 17080 22fms 04000 ADDRfONAI.ANCHOROPfKSNSFROMTHE Minn-p> F2�8s Wogs WA WA WA N9� 10080 5891 NU WA NIA04tma 0280 58080 ANG50RCAPACITYTAt3LE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP- FIGURE LIP. FIG RE 1: F URE 2: TABLE NOTES: • • • • PRODUCT gwkb® t)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 28 FOR INFORMATION ON LOADING. � ' Alatls9 • • cow BEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. -{ tow fA No - 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ' 11RE 3; 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR DUCT DIMENSIONS,SEE SHEETS 21-23. � B(Aimni • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23 2000' gGU:ES SHOW SUGGESTED,APPROAMATE HOLELOCATIONS. • •• • • • • • •• 12V �� 1 LYNN h11(� tip ANGLE CLIP MUST BE USED IN PAIRS, 4)SUBS'1�LA:* NFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT FILLED ��EE . iQ .• CENSF •CONC R g ORM TO ASTM 0-90.WOOD SHALL HE PRESSURE TREATS r �> FIGURE 4: FIGURE 6; FIGURE& VELLOW"WH6RNQINF•WIW SG 4L88.ALUMINUMSHALLBE60SS•TSANDBEAMINIMUM OF.125 •e THK#C.4199EEL/JE411DS Te BE AeMp M*IORADE 33 AND.048'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT VX r X.129'MULLION No.58705 • LEAST.12E THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND = _ THE MATERIAL#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 8.8. k_• ••• • ••• •• • ��•'• S STrOf •'�C`' • • . • • • •• • . ., CSS• ORN .....y�r; •• • • • • • • • • • A.�LYNN �IA.E • •• • • • • • • • • FL P.E.#58705 ••• • • • • or • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 2A MaMan Capa4v Table oppening maimm)orOp HalBht0or mwwm) �1 WN WN 7010 BON I BON I1WN 11010 14010 16Db it� �3 Re3Wpuf8 Bafi08ng. Rdvft T.T7 mm Reo1.77dm I TO4 mam Re4fen ft I TwTdm I R4 R T®pT&W RoMMAW TYep�.. R AapTAmp. TOWT4219 4 1 X 2 X 376 Le6dlt• 1neW 6 Leaekg lmm• loa6 0 Loa ft upam f�O9 L.wft Loam@ L44m p Lea4b9 Lea&q lo�ro Oaedk• 7! l Alur&Tub. fill, It 1� 1 � � � fill, I � 1 11 1 11 1 1 1� 1 m 11 111 111111 1 11 1 1 1 1 111 1 11 111 11 11111111.11 111111110 11 111 (' r 42b 170.0 926 170.0 436 161.3 6W 170.0 476 12x7 11 -692 17x0 W0 113.8 882 188.8 519 100.8 882 188,8 817 9D.8 887 168,8 817 70.7 BB2 789.9 817 %B 883 188,8 81Y 88.7 897 185.9 817 4810 121.8 807 138,0 418 101.4 BOT 119.2 4W 88,8 Wi 108.7 403 78.0 W7 1028 3" 81.8 807 8996 997 60.8 807 98,0 989 60.7 609 Bao 888 49.4 897 90.0 988 38,0 801 eB.O 998 60.82610 10x7 698 H48 379 88,4 480 88,8 371 741 4W 86.8 300 84.8 4W 84-8 3W W.8 4W 81.3 867 61.8 4W n0 399 432 458 00.0 3W 37.0 4W 60.0 3W 824 466 80.0 388 W O 66b Bao 4W 913 338 71.2 4W 80.8 878 B1A 40D 727 872 63.4 4W 879 818 47.0. 490 8196 916 q27 4W 823 3M 88.8 400 81.8 319 90.8 MD 81.8 819 98.7 400 6196 813 m F g$ win 623 324 988 we 81.8 924 67.8 710 44.8. 90.0 61.0. 784 30.0 324 489 20 a4.e 380 419 287 81.1N4 4201298 290 40.6 283 122 924 48,8 789 78.8 321 40.8 269 J S win 836 284 67.4 252 449 204 4962 248 38.4 0.80 4A.8 201 910 290 38.8 2V 78.8 281 37.1 290 28.8 284 30.1 7.0! 224 290 318 230 78,2 204 83.4 23D 1a8 294 314 120 J� ] 68b 48,8 268 M.8 230 38.0 2W 424 226 33.4 966 07.8 221 20.2 288 341 216 25.0 188 31.6 216 234 28B 28,8 212 186 296 28,0 210 18.7 299 7/.7 109 14.8 288 21.7 209 (/� �$$• �L 72%. 35.0 228 3796 198 30.0 7W 320. 191 78.7 220 2964 186 718 728 26.6 198 10.0 228 23.8 192 18,0 228 121 1W 18,0 228 20.9 177 129 ?$ t968 779 10.9 118 18,8 178 g, I(D.L,7.J '¢ 7810 90.0 200. 82.0 177 ffi8 202 27.7 173 2196 207 218 170 18.2 202 21.8 187 17.0 200 15.7 186 70.8 202 184 '161 128 207 15.Y '180 10.8 202 168 1W 896 201 10.8 1W /n g Z Min 28,9 182 28,8 188 2318 192 2961 10 202 102 23.0 t82 17.7 782 10.7 7W 70.7 192 18.1 967 142 182 ia8 1W 11.8 199 162 162 10.1 182 144 1W 8,8 182 94.2 1W r e7 00 b 18,6 1M 18.0 179 1 1M %1 120 5 1 08 b 162 177 18,8 113 10 L TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA: to AnokorCa Tab" L�6! 1letet (�IX ANCHORtAP.® ,, N 2.7k 0=0 3.5k00m. HOW t )aANCHOR CAP.- 204 A4.1181:mo M11A o INJA 81 1 01260/01 Anebo7C6PPat2era6 AmIm 3!%'EboU31OWn 1MF7oeW9e4m UI0ma1 3118•Eiml�ooa 1!1'EboUamaO ABBmeNer 6aTa r61618om.(G6) USE THIS FORMULA TO�TA64THE'ANCHOR 2•U1' Saar r 2.112' t• II-1? P A! 0.30.10 CAPACRY REQUIRED't/ORRESPONDING TO AN1.978 1.914• 1.914• 1-2W z 0.10.0' 1-fl4" t•v4• 1.1x4• MAP 4'S104e3 ACTUAL PRESSURE REQUIREMENT FEZ THE478861 .ams wo 740 w4ft ISO 200 m OPENING,WHEN ITtSLOWERTWWTHEMIAIION 4 Amlmn®t.15"teu.oc.lB�dma tnarm94uD0aB.0.k ma 7Wm3 wA wa wA wA 3BOma t1a1 wA A eretl2oms CAPACTfY(FROM THE TABLE)OF TFSELECTED 4AmkOt3®3•ea:.oclCl2keArole aFslIF4.9): 78D 786566 BBO a• 16W.3 169600. mbs 560.0. wA Moms 748814 2 Bs ms 14200. MULLION.LT WILLYIELDAMINIMUAl ANCHOR 2 AmO•e t6,.aalu-w7,NN.laeaa®. .4 w0. wA wA w0. wA wA wA wA w0. wA A wA t:APACITY WHICH MAY BEUSED TOQURt.ifY t Am000l106564 7268p 406804 W7I60 1W®3 140568 177o,s 970563 187me 900. 1564 a Es ADDITIONAL ANCHOR OPTIONS FROM THE aAmMs 1.16'Nb.O.CJ Ff�p(Fi9. 2408• 3W 972 WA X% N!A wA IW 63 w0. NJA k9A wA wA 911®3 M2B1B QW 8• ANCHOR CAPACITY TABLE NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD cup. SED CURE 1: IOU E2: TABLE NOTES: NRODUCTRBVIdw sacompl Wbb7bFilXi4 1 SEE MEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION 1X4 LOADING. Sn.w Code _ SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1.000' f+ A00e�08 Re ExpIml�Date •-2 ,1 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE BY" !lofts FIGURE �ftLw1%Nq MUWON7CLWStSHWiWN An NOT TO SCALE.FOR EXACT DWOSIONS,SEE SHEETS 21-23• Z�" I 1 • • • •HOLES TO TAE F}ELMONLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23 ��ON( LYNN 6�GURE$ VVJ 0 4,Aj"X9%E HOLE LOCATIONS. + .• ' !! i R . P�`�• vCENSF''•.F.ff ANGLE CLIP MUST BE USED IN PAIRS. •4)SUB$V1 ATE;:&&CRI E S4LLIWPI&TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMI)SHALT.CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED FIGURE 4: FIGURE S. FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.66.ALUMINUM SHALL BE 806376 AND BE A MINIMUM OF.126' "X 2 X.376'MULLION = • . THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046'THICK(18 GAUGE.STRUCTURAL.STEEL.TO BE AT 1 O; �I% rl& L W&T•128"THI AND ALLAN W METAL SHALL EXTHJD ATLEAST 3 SCREW THREADS BEYOND•THEIMATERWs91" R4 MAY BESTEEL.1&BSS.OR4108.S AQP• :' •• . • • • • 'A.L�14WNMIi+LiSA,P E. FL PEA 58705 ••• • • • • Or • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 3A uuwm Copmft Table Mmm Opel ftmatAtltfalor "A-)-OP-ho (for 9yspmWnBml�tam) � � Win 901 IOD In 120 in 1401 im1 51 1x278% 1uas�r Tra7lTdmg• FLOW*& •ry 11eyt16ee9 RlatmguW t h6yTbmg > Rmmogdm T R64teng•ar 71pdm9 4 Lea" 1a6ft Laaft taedlrrg Lwft Loadw tft Low I.aaft Laa011g Loa" Landry la6dlq Loadn9 tae•rq -re I- _11 11 .37w a. f �� 1� I , 421 170.8 BYO 170.0 486 170.0 VU 476 1780 808 1740 608 170.0 982 170.0 618 016 11iB 1700 621 i70.8 122 1740 621 1447 1901 170.0 Wt /27.8 1801 1740 W1 H15 1301 170.8 QI 4e1 1760 706 IT00 W4 170.0 860 170.0 664 1760 1740 810 170.0 1139 170.6 601 161.8 1180 Inc 6"p!! 1139 17x0 660 113.0 1189 170.0 680 0.8 1189 1700 880 65A U39 170.8 6m N 60. 19 no 747 1740 683 MA 606 170.0 831 167.8 1032 1740 684 14&8 1032 170.0 723 180.8 108E 170.8 747 117.4 1002 1740 768 OTA I= 170.8 768 a" 1032 7T0�0 Tb8 73.4 tOD2 170.0 760 � 0 6101 170.8 797 170.8 612 1813 961 170.0 891 1381 9P/ 164.7 730 MA 907 11y.6 '7m 107.8 807 146.8 714 686 807 141.1 710 80.0 W7 140.8 708 681 807 100 709 m.8 eo► 1480 708 ��feee777444�� m1 141.1 738 161.8 IITA 738 130.3 811 100.8 735 1180 ON 892 736 1081 W 744 738 988 683 70.5 736 O61 676 68.8 796 010 674 60.1 736 916 674 44.1 796 Ot.8 574 891 MtA 660 12.0 670 1019 We 111.8 $1.0 NO %A 647 78.2 BBB 941 666 67.1 886 59.0 681 Bag 688 70.8 t� 60.8 868 76.8 601 43.6 668 78.8 621 98.7 see 768 621 � (� 681 1oeo 807 1124 422 m.9 m7 98.1 511 Tor m7 84.0 001 662 007 77.1 483 68.9 m7 716 486 63.0 BOT 00 461 441 6W 644 478 37.9 007 82.7 474 33.1 8W 4L7 4M Z d 121 81.8 618 46.8 443 88.0 sto no 434 881 10 84.9 428 61.0 610 OTS 419 48.4 610 5" 413 a$ BtO 60.0 406 9tA 610 46A 402 29.2 610 44.4 398 26.6 410 44.9 8p N 781 89A 4m 72.5 400 9.8 408 81.7 392 40.8 468 44.1 306 48.4 468 411.8 '378 98.8 46e 44.8 878 84.7 408 41.8 0 288 468 37.7 32 2L8 % 88A 369 21.7 45 967 TBN 84.2 4W WA 661 686 498 68.8 376 46A 496 40.8 988 461 436 44.7 360 3&7 435 40A 366 321 435 361 861 248 486 36A 344 22.0 435 =6 341 Y0.1 496 M.2 901 418 327 4&1M 34.8 W 364 286 280 327 91.8 280 261 9T! 283 278 291 827 W 271 20.0 327 2ST 288 TTA 927 alA 23MA 323 163 288 981 34.6 287 30.4 267 267 260 2e2 21.8 287 88.0 218 814 287 23.1 2M 161 287 20A 210 171 287 19.8 2A 14.4 287 IRA 232 X t001 241 22'1 2t7 208 20.2 227 20.0 201 17.3 721 i40 f88 161 180 188 N 117 111 1 22.8 216 77.7 141 18.8 215 19.1 181 16A 215 148 180 N Y N 1101 17A 184 17.2 leIV X O 0 TABLE 39 ANCHOR CAPACITY ADJUSTMENT FORMULA: a Anohw Ta6M tM � _ANCHOR CAP.- E 9omo. 1{0l WU FiQe4 LYkY! 8ibial )X1N•El"utrum Wamn 3t18•EoUetaaoe Iwam uummn IWSSEIW atre•f0o4 1N•96 ElooOM eto etaef 612814• am(a1 pnogmCtlpPaaem• AgWaOft IlDtaoar AWr48a0a eew•(ti36are*(t•1 8mar(0m USE THIS FORMULA TOOBTAWTHE'ANCHOR cs r ala• 1• 8177 3118• r atm 1• 2-Ur r atter• r OAr ow 0.924• CAPACITY REOIHREO'CORRESPONDING TO AN d 1.9N• 13M• I-w 1374' 7 14W 1.174• 144 1-1H• 1.1141 t v4' r tale• Or rad" ACTUAL PRESSURE REQUIREMENT FOR THE 2 ast tw r6ao6ea tk � a• •a ms 1 ma 740 740• 664108 As 341 R6 442®e Oa OPENING,WHEN ITISLOWERTHANTHEMULLION 4 Aro6ora®L18'Mln.oa BWldeid forORegC� 2k 4m®s 700 @e WA 16A N!A WA 3m lb WA WA l0A -NA eVA BB20• emm6 i1w 2s CAPACITY(FROM THE TABLE)OF THE SELECT® 4 AmMn®8'8161 oA.t(2O2a6An*ce96rfF72.ak 7m O4 im®s outs 15mum 18980. 610.8 Bm164 WA 7BoMs 74826 8m iss 1892Po6 sea 4• eerie 11200• MULLIOTYN.WHICL MAY BE USEDMINIMOQUALIFY ANCHOR Y AroI•re�0.68•ABM1 O.O.Ifldlp,11.1�Atm.11i1.4k tOA WA WA WA WA WA WA WA WA WA NU WA WA NU 716bK) ANCHOR OPTIONS FROM THE 1Anv8alFL'Ip F19.6k 198®a fM 2288• labs 8229• 195®6 14orm 17196 Now tW lst 992 Na 478 t1• 1702s 221 its 2208 2.82628 1.16"M840.ClFC0 6 YM e• 3m Oe WA IUA WA WA tows 1 W WA Nm t7u WA 31126 442Poe 1teO01s ANCHOR CAPACITY TABLE NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. PROMCT REVD \.J .m noym,wIB11h0 Pwft c016-O2•u8"�l FIGURE 1: FIGURE 2: TABLE NOTES 1.000• r 7 • • Datwo 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 28 FOR INFORMATION ON LOADING. Ey { tb•h61 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1 ! FIGURE3: :•h)LR i•NLt$MLI�D �E �ON BEtNfEEN t l LENGTHS ANDtOR OPENING WIDTHS IS ALLOWABLE �� N(LYNN • 3)&44FVI HIAVN ARE NOT TO SCALEFOR EXACT DIMENSIONS,SEE SHEETS 21-23 2 741HON!d" T P OWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 2123.FI 111138 STE HOLE LOCATIONS. }� No.58705 x ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GRW7 FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BEPRESSURE-TREATED -T�• LI Pt 6 FIGURE 4: FIGURE 5 FIGURE/ • •1(+Fit OW SO WITH OFQ 8a.ALUMINUM SHALL BE 8083 TSAND BE A MINtMUM OF.128' 1 :�U } • • WICK.STEEL WUDS BE A�I jGRgpE 33 AND MT THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT %T • � HO�.S�TO PX2.7G%.37ffAAlA.1.tON � �'•..!TLOR40P.:•G\ LIEAST.12PTHICK AND A38. 1 METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND / S1 •• �u�M)ITERt #10�#12 AMC RSIINTC WOOD MAY IE STEEL,`18-8&S.OR 410 S-& / /(� �a • i'✓i • • • • • • • • // 11 FL P' #6 l F.E.F •• • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 4A IY�on Cs TabN Opsnhf0 YRdtlt da Va1tloe2Y sFmNrg )or 0 H•yIN(fa►�9 OOlo colo lob eob -L gob I IOBlo 12o10 1441n 16010 1x2J8x Rge�:SOa Tmprfilane R Ttp Omap Tom• ! TSN Rema4) V TMOT6am, Reo�gOer TF�IMong RtmmgWv 7Fap+Mmg Renes inpl[dm g. YG ix2JSx taaah9 lne9� Loaft Loaft Lae** uaft Uwft Loft Loaft Lee•tm Loaft I toaft Loaft Lwft loai/49 Los" ¢' ITubein ru 42b 170.0 810 170.0 40 170.0 744 17&0 478 MA 888 170.0 I 606 170.0 M 170.0 819 170.0 1118 170.0 621 170.0 1 tato 0&0 Mt 170.0 1486 170.0 671 16&7 18x0 170.0 621 13&6 M 1"'a 621 J W 4810 170.0 706 570.0 624 170A am 170.0 684 JIM 981 MA M 17&0 1133 17&01601 170.0 1276 170.0 877 170.0 1417 IT&0 GO 141.7 1417 170.0 880 121.0 107 170.0 680 10&3 1417 VW 680 Q. � 60.&1891 170.0 747 170.0 869 170.0 896 170.0 835 170.0 1046 170.0 BN U0.0 1193 was 7x1 1828 1286 1710 747 140.3 1286 170.0 766 121.0 fII66 170.0 766 tOLS IM 170.0 768 GIA 1288 170.0 IN q� � 6410 170.0 767 17&0 612 170.0 966 170.0 Wf 170.0 1116 MO 784 160.7 f130 170.0 8W 1390 1130 DOA 897 1209 1130 17U0 808 W0.6 1190 110.0 681 86.1 1130 170.0 661 763 113D VU 661 }� N Bob 170.0 m 178.0 701 1405 916 1(19.3 761 126.6 018 144.0 746 109.6916 1329 73S 97.8 816 =a 726 870 916 110.8 720 78.2 916 114.4 716 820 415 114A 716 659 016 114A 116 g w Wb 161.0 630 161.0 710 t288 630 Ina BN 106.5 60 1212 681 94.9 830 11x2 670 84.4 890 W.6 082 7&9 630 WA WB 833 830 910 849 852 69D 94.5 818 470 690 W.1 819 6810 W2.1 767 UW.B 890 110.0767 119.8 636 767 t0&B an p" 767 96.1 614 730 767 6&1 608 as.0 767 843 600 690 767 790 693 472 767 782 691 413 767 762 681 N 7210 701.7 838 108.8 85.8 836 610 BW 727 896 60.1 590 am 898 722 621 688 836 68.8 814 609 89B 623 600 424 838 572 000 SU 898 86.3 497 us 896 a&2 487 � 7810 868 871 80.5 496 72.1 1471 760 486 0.4470 5.1 6Ti 400 471 4&0 671 S.6 484 432 671 613 ±! 3U on 470 461 30.0 W1 440 447 270 671 415 448 Min BOA 847 63.5 474 a&7 653 700 4N 67.1 W 621 696 60.0 60 5&7 448 464 69 61.0 442 40.0 02 47.6 477 933 612 42..8 429 260 W 409 428 28.0 612 40.1G3 g � i 904 6214W 63.7 9B1 OA 107 *A SM 372 407 38. 37.6 4W 363 349 2M 401 02.1698 W0 407 20.8 334 21.7 4W 2&1 9W 18.6407 21A 39216.3 407 230 319 't9010 eL9 368 44.1 320 SS.B 366 372 314 80.7 3N 32A d08 289SSB 28.8 3N 238 363 26.1 300 21.5 360 240 m 17.0306 M.0 289 183 3N 102 284 N X 10610 30.1 203 SU 266 2&1 203 269 261 21.6 263 228 247 130 263 190 ZI4 1&7 263 t8A 240 1&1 483 1B8 237 p. S Tilt. 27A 267 283 242 23.1 2W 238 238 18.8 20.8 236 17.3 267 1B3 x11 10.4 a6r 18.6 228 1:. x X 1201 2LO 229 22.9 209 18.3 220 /8A 200 1&7 229 L82 202 Q Q o Q TABLE 4B ANCHOR CAPACITY ADJUBTINENT FORMULA: d c�d Am6hw701710 (ANCHOR CAP.a -� 7ktfenwm aAkcm. 1 F&WChw PT t4etal Pp-)X`MULLWNCAP..,�._)- ANCHORCAP.,,, ats•etotre se taco 6rt6•Eroo ire 88 f9m 6fO titeel 6128NeI 6t28leei Anahorcop pamms AndW 3fW Moo 1N•Ebb u9m al enmm 3H8 ebe t40aoo0 ve exo trmaean 06room A9o�� so"I iBt (G6j USE THIS FORMtAA TO OBTAIN THE ANCHOR l ee tApmme tb r atrr r arra s v6 1. 244 r ala' r SAW 7 a48• oAe 0.314• CAPACITY REQUIRED'CORRESPONDING TO AN emmomaa tare 1aµ fax fare r t 1µ• t tµ• t tµ 1-Ip• t tr4• 1-ve r 14W Isis �eBae ACTUAL PRESSURE REQUIREMENT FORTHE 2NtAwe 04.W 1410.0.ar61a4Nm On clam .tt 6m 8W 0e t Bt 2783» 7 W 374 Re ne 9480» t•s ms 680 WD OPENING,WHEN RIS LOWER THAN THE MULLION 4 AMhae®t.Ir 60..O.0.l ln" mW 06m1 t10.ffm•27 480Es 7008» WA WA roA fM WDm WA f8A WA WA WA 0629• tlao 9re CAPACITY(FROM THE TABLE)OF THE SELECTED 4.044.1®9•BBn.00.rr4 a6An8a rxpertFq. 780®8 roe NO 6t I5WrA 1888me so®e NOVA wA 780 Be 748We NOM 1892IM 682Es tibM MULLION.IT WILL YIELD A MINIMUM ANCHOR aArohae 0.�•ace.G.0 i ll•C6A ado.faS ffq•47 160 WA WA WA roA WA tlfA roA NrA i8A WA WA WA 7W 9t CAPACITY WHICH MAY BE USED TO QUALIFY t AnatrrF4a4 ffb•6k 58861 1B60v 220»9 "aDra an 03 Isco$ left toil 2709» 187®9 332be 479 om 170 tse 2210» mobs ADDITIONAL ANCHOR OPTIONS FROM THE aAt•Igw (.tact ooi et ata 9t 9609m roA roA WA WA IWWS WA roA pW tDA Wa Nt roe 444160 960 be ANCHOR CAPACITYTABLE. PILODUCT RBV1806 NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. os� �� FIG R 24b.03 1 FI URE 2: TABLE NOTES expirmba • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. BY • • SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. et�,t `I1Im f r I :g 6INFp INNT'ERPOL TION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. FIGURE 3* • ��:' �1GENft'•.••Q •3)MUW RE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SFf1a:TS 21-23. 2.760° IBOLES Tp QE q)� WF ) N11 DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. �1: No.53705 i! • • • • FItlURES S910V9S116CiFBTEp. HOLE L.00ATION3. ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CQNFORM TO ACI�18pECIFlCAT10I9S.HOLLOW AND GROUT-FELLED H80. O �( R i,� 2 CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-110.WOOD SHALL BE PRESSURE-TREATED A 'LJ FIGURE 4: FIGURE lk FIGURE 8: YELLOW SOUTHERN PINE WITH AN SG OF 0.5&ALUMINUM SHALL BE 008376 AND BE A MINIMUM OF.12W -Q •, S A -of W • Tim-ASTFEI.Slam To"A MINIM 33 AND.040"THICK(16 GAU GE).STRUCTURAL STEEL TO BE AT � '•.,FCORtOA•'(j • • AL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND I'X2.7V X.660•MULLION �Q�AL C` ® flF• • ••• :RATE- ��1�CHO� MA BE STEEL,188S.S.OR 410 S.S. �S I4 111101, ` A.LYNN MILLER,P.E. • •• • • • • • • • • •• • • • • • FL P.E.#56705 ••• • • • • or • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 5A • � A84Ibn Tabu O�pvwftnv big HalghtPrMAmrr apeMmmWals) 5091 e01n Tom 80In m91 toON 1256 14001 18oln ROamn9Nm T T 71t9r�1atV• RaftWff TrWT-1g. Reotmgaer Tmpnmlg. Itaa 7>> Reot•1Pder Tmp7Etmp. 11TmR-gplm flap MMV. o 1"tt3128"x lnadl• Loaft Ioebm Loaft Loaft LoaAnp Loaft (110.4118 (omsro Loema (00..110 L= 0 Lcaft Loamg -ill-, f-ill, I I a I I a O 429+ 1m0 620 17&0 133 170.0 744 f7&0 178 170.0 ese 170.0 808 170.0 982 tmo 519 Imo lite au 521 17&0 I= 170.0 MI 1710 1488 IMA &1 170.0 I725 110.0 624 1641 ism 170.0 521 4ain 179.0 TM Imo 04 17&0 00 170.0 864 170.0 17&0 Me 176A 7132 17&0 881 17&0 106 17x0 677 1m0 1417 170.0 880 167.7 1677 170.0 00 158.1 1677 Imo 680 1189 1671 170.0 880 : 4' N ms25to 170.0 747 IMO 887 170.0 Me 170.0 681 I'm 1018 17&0 am 170.0 1496 Imo 723 Imo I= 1X0 747 17&0 1464 Imo 768 t41.7 1495 170.0 768 121.8 1495 170.0 788 108.8 1485 170.0 788 o O� LI 6410 1TOA 797 1X8 012 170.0 mS 170.0 891 1X0 lite 1X0 761 17&0 I= 170.0 SM 180.1 14M 1X0 m7 148.5 1401 1X0 8806 1248 1401 470.0 891 106.6 1401 17&01061 116.4 t4M 170.0 MI 2 tq N Soto 1X0 Me 170.0 701 170.0 toes 1X0 787 1668 118e 170.0 676 158.7 1166 to7.0 Me 128.3 1166 140.6 017 111.0 1125 14a7 910 Me 1168 144.5 SM 79.5 1166 1445 008 69.4 1168 14CS 603 � J J Mtn 170.0 Me 170.0 TO TWA 1049 170.0 Me 137.0 tM9 166.6 em 119.8 100 141.7 848 IOU 100 131.0 Me 949 tM9 125,9 028 70.9 IOW 1109 825 ff 49 118.0 619 SOA 1049 110.9 819 Mtn 160.0 866 170.0 789 139.0 986 161.3 BM 110.1 133,7 7� 1012 996 121.0 778 9Z0 259 It2A 786 63.4 866 100.1 787 80.6 668 99.6 749 8 90.7 748 821 A8.7 749 �y 70.m 120..0 809 191.0 867 107.0 800 114.6 662 01.9 W3 101.1 e7o 803 8006 912 869 7t.t 6mi 83.0 619 642 803 78.6 60 63.8 SM 722 SM 3 69.0 Me 4061 9w 80.7 627 Z 78to 1OU9 721 114.1 08 9Lo 721 070 618 XO m VIA 606 68.3 m Me 625 80.7 711 7&1 669 ots m W.4 679 46A 721 W4 601 t 88.6 661 34.1 721 66.1 668 7601 IMA 894 IOU 6911 012 881 89.4 687 122 8M NA 878 83.1 901 70.4 O@7 Bd1 884 64.4 8s8 dab BM Ns 861 424 081 641 011 4 81.6 Me 378 801 60.8 634 to Q a 90111 95.8 5149.9 458 SU 044 67.3 448 47.0 614 KO 40 41.1 6K 14.9 439 30s 814 40s 427 35.9 614 373 421 VA III SU 4424 SM 408 20.8 814 25A 403 F- o � G 9Bb 842 43R 01x7 404 449 401 ITA 306 30.7 451 409 825 3&B 189 90.4 361 gat 155 320 379 2Lf 462 253 375 25.11 462 28.8 8662 24.2 888 10.9 432 71.8 386 10191 56.1 387 38.0 S71 31.7 367 25.7 317 272 957 20.4 312 238 387 80.2 308 21.1 367 2z7 303 1a0 387 25.6 499 MS w 16.0 2957 lag 287 its 387 16A 20.7 N Itltn 38.1 338 ass See 292 338 30.1 sot 25.0 336 28.1 298 210 338 23.1 292 10.8 _1203 238 IIs We 16s 284 14.9 336 195 276 US36 Me 273 11.0 838 tae 288 ' X 3 120111 27.1 269 2112 20 25.7 259 25.7 2 1e8 201 20.5 236 173 269 t&I ffi 10.1 259 tai 249 13.9 256 14s 218 11s 288 Its ZIO9 i1A 286 at 259 10.4 232 Q P O O TABLE ANCHOR CAPACITY Ab RIBTOAEHT FORMULA: 0. Alm harCs able ANCHOR CAP.,,,., 191aeimiH wc1•e SM cam mdwct441 FPIDdcm Prwocd MAa (DP_)X� �=ANCHOR CAP.-SIG'Elco vY88 Be att6'Eko tre SS Eko N%Sma M28M •128te41 MULLION MoborClP Pattema Auaa W sw Vt.umm YR Ecol--- Uim= anv EICotAmtm 14•Ekotmmmn X01 96Mm Agp3dw stat•( scree sum(os) USE THiS FORMULA TO OBTAIN THE'ANCHOR m5wa I' 2•vo t• I 2-Vr $40 T 24M I' 2•vr r 1 34W 2' 0.49• GAO• 0320 CAPACITY REQUIRED'CORRESPONDING TO AN Emeemmm tarn 10'r tow 14'r IF 1-14• 1-Ir4• 1-1w t•vt• 1414PI MW r lam' tare ACTUAL PRESSURE REQUIREMENT FOR THE 2 OAWZM 9$LtW69t10.c.I oram Mts 40ms 000to WAN$ u0. Mts 90 749m+ 374ms as 018 Si m OPENING,WHEN IT I3 LOWER THAN THE MULLION 4AWAMfib 1.rMkt O.cl t•Nam(aUW) $ 499811 7m ma Nbl WA WA qT Seem ma WA OVA WA 1W seam beam 117.0[m CAPACRY(FROM THETABLE)OFTHE SELECTED 4Arcrom07t4taO.ar asanmecapar s} mms MR$ (AD on amrA I 1998ma hoot Mews R0( 760 an 74am sows mus m 692m mu 112.0MULLION.ITWILLYIELDAMINIMUMANCHOR 3An:9om®0.48.180.O.c - .mm.17H•Atan 4Y WA KA NIA NM t4IA •bl WA RIA WA NIA 0.91 VA WA WA t078m CAPACITY WHICH MAY BE USED TO QUAi.IFY tAxlorrF43p bx t9am 59694 m 41810 ttam 7SSms t40m t77ms 87010 Wins 80.'5105 Mee I70m 22110 25010 ADD(710NALANCHOR OPt'IONSFROM THE 2.0010.0.0. 1.te4617oc.7F moms asoma Nu. WA VIA MA tom -LVA WA WA WA NfA satin 4om 6mm ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET'CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STAN DAB>D CUP. PRODUCT REVISED m wltbtlmFbRldll I.1.O1XP�( Ode FIG 1: FIGURE 2: TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. IBW7 lMda r1 SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 1I(111 I((II/ cow ••2)LIN ••�S4MdN tiLULENOTHS ANDtOR OPENING WIDTHS L4 ALLOWABLE. 3,126' ��`�O�.........../C(4c • • •• o • • • o N F'•., i FIGURE : • M pVpyyygRE NOT TO 3CILLE FOR EXACT DIMENS�NS SEE SHEETS 21-23. �l:•''SGB S '1r • • . . %FOLLOWING OMAENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23 • FIGUR S SHN9000IEESTEb,TP87( 17E HQI ELOCATIONS 55705 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 3D1 SPECIFICATIONS.HOLLOW AND GROUT F0.LED 11(( @ b ` E BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C 90 WOOD SHALL BE PRESSWiETREATED - O � 6' •;� TE FIGURE4: FIGURE 6: FIGURES ••• SO (RL•WITt(AN>lCIOFO.IS.ALUMWUMSHALLBE�BST6ANDBEAMWIMUMOF.128' 1'X3126'XSMULLION '�L�'• fA { • • STEl�T9 A 011 GRADE 33 ANO.046°THK2t{1B Gd1UtiE�STRUCTURAL STEEL TO BE AT (1'VF MULLION) ��'•.FL ORIO�:•',G��1 ® � �� •o LflST.1�i'TH(GK AN)p A3&!�L F��RMETAL SHALL EXTEND A7 LEAST 3 SCREW 7FB4EAD3 BEYOND �� ••• Tt�MATERIAL.060 84�.24ANCH0 • O • MAY BE STEEL•1&8 S.S.OR 410 S.S. 7�i A LYI IN1`LLER,P.E. FL PAX 687QR • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE SA mu®on IyTabl9 Opening Wi t(bruelBae6ysPemlre mLE&-)orOpenhtg Helght mnW: Pamng t11LI8-) C � Nb e01a "in Wb BOIn too10 12070 iWb IN In Reabraft • T {d•6• ReotanPdw 1 T"PTt s ReoW�pdw Tmoman9. R 1bt7nda18• RedmB+� 7telJTdetO• Reote�fa. TrepPT45�g. R4 'm70/7d4n8• o pFi 1 x4x.128 taa•re beam• ►o5.5A Lubaft 14nd1• 1 �0 Lnaig lam• Loaft to�n8 1 t•ea60 lcadt• Laedrg �tt c3 Ahtmullion � � � � � � � � � 11, fill, h h $ m 1111111% 11 11 11 1 1 1 1 1 1 1 1 1 € it If 4881 170.0 820 17x0 ata 170.0 7" 170.0 478 Into 888 170.0 baa Imo eat 170.0 ot9 170.0 Hie tT" 6'11 170.0 1 im0 021 17x0 1498 1700 Wi 148.0 1408 170.0 021 127.5 1408 170.0 821 -•-•+�� W m Imo Toe tm0 674 I= 608 170.0 484 170.0 = trod No Imo 1133 Imo set Irma an me err fwd 1308 17ao W 130.0 Wo3 17a9 =I_111.7 /sea Imo ego Wa 1aN 170.0 eao g � � 58.07010 170.0 747 Imo 58S 170.0 WB 770.0 601 170.0 1018 170.0 661 170.0 1180 1700 JZB 166.1 1236 170.0 747 HOA 1210 170.0 758 117.1 1258 170.0 758 100.4 1236 17.00 M Wd 1238 1700 758 8410 170.0 7W 170.0 612 t70.0 00e HOA 581 im0 1119 170.0 IN MCI 1,N 170.0 SO 187.2 1158 170.0 617 i23A 1158 17x0 Bw 1028 4158 1m.0 601 a" 1188 170.0 881 772 1148 170.0 801 m � O 6070 1700 80 17aC 701 MY 1042 170.0 7W 142.0 1012 181.1 8& 128.1 1042 148.7 616 1119 5842 138.8 Wt 108.0 1042 130.2 701 8314 1042 +%+ 782 rA 1042 120.1 748 BT.6 1012 126.1 782 ,F7' � Ll 6010 170.0 B30 170.0r49.3 1812 982 180A 618 120.9 So 144.0 789 118.4 aW 131.0 748 100.8 002 121.4 766 60.7 802 114A 789 70A 982 588.4 740 64d 810 =A 708 86.7 082 108.0 744 6010 "m 047 170.0 IWd W 146.0 748 116.1 Ba 130.8 706 to" 847 117.7 762 ALB 947 108.7 738 Ba.7 847 108.2 727 6318 947 90.1 r3 69.1 947 94.0 717 61.7 847 91.0 717 Z 7270 136.0 848 1427 1W2 BW 121.0 722 W.0 8W tOaB '108 e1.B 849 BSA M 78A 088 08.7 089 W.0 Be 627 8m 66.8 848 78d Wd 948 726 808 426 819 72A 501 j d Ll 7610 110.0 702 t2a7 88.3 782 102.6 862 BLIS 7W 96A 640 722 M BU = 642 let 742 620 Wd 782 CO2 913 4&1 782 82.0 902 41.8 748 US BW 86.1 76.2 WA 586 -1 V! 7810 w8A 724 1t1A WA 724 04.0 821 76.8 721 6.!d 808 66.8 724 14A 90 WA 724 08.1 581 08.4 724 BSA 886 4l6 724 Wd 873 382 724 669 887 88.1 724 86.6 086 Q 8070 Ns 6W rA 68A 613 boa 474 46.7 6W W.9 409 4" 618 47.1 458 30.6 6W 42a 462 34d 613 89A 449 26.0 043 34.9430 24d 863 32.7 430 21.1 667 30.1 429 5810 Wd 478 NA 427 47d 470 49.7 419 40.9 479 432 412 36.0 476 38A 406 Bid ITB 31d 400 26.7 478 32A 396 23A 470 20.1 308 20.6 4Ta 28d 880 17A 470 Zl2 870 N 108b 10d 371 41.1 341 33.6 377 848 348 26.8 877 30.0 330 2S2 377 29A 326 22.4 87/ 24A 321 20.1 WT 220 317 18.0 377 w.0 858 14A 377 17.1 304 Cn '': S2 S2 S2 flim 97.1 587 37.8 323 $0.0 3W 31.8 316 288 3W 27A 818 232 3W 24A 3W 20.9 3W 22,0 306 10.6 587 tat 3o1 10.4 3W ITA 281 X V' !� N 12070 29.8 909 2Bd 270 24d 358 29.1 27/ 21A 358 2L7 270 19.3 306 192 287 ids 308 VA 20 V X Q IM 10 17A 212 179 189 d TABLE SBANCHOR CAPACITY ADJUSTMENT FORMULA. 0 C T ANCHOR CAP.,,,,,®, subsbaw 2TR t.orord8 or Cann. 7118.012.01 NbeS Mash -(OP,",1 X( )1-ANCHORCAP._ Orur em VBY 88 EIN 1p18 MW 114.88 8100 N081ed 052OW 412aiwd MURMULA TO OBTAIN Anchor COPPallet71• Alteler7ypa 3116 Boo.RBaoan v4•8•51887070 limon 37ts t8o6Waeetn Ira Hoot8flua5 Atm Lamm A! scam(86)eowwan sor4w028) USE THIS FORMULA TO OBTAIN THE"ANCHOR E004 OBiwlo6 1• 2•tw A 2-172' 3.118' 1' 2Iff P 2.1TC r 3479' r a4r 0.84' e.ffiP CAPACITY REQUIRED'CORRESPONDING TO AN Embeaud6 t•3N' WV ISN' f 3K' r 141c t•tr4• I•IW I-tw 1-108' t•ul' r taus 13•' .alae ACTUAL PRESSURE REQUIREMENT FOR THE 2Anal*•®4.78 NN. .a/81®ds5v 390.9 so •5 48098 t ms 270 ms •5 740.5 37408 604 ms ft 1700 m• 9a OPENING,WHEN IT IS LOWER THAN THE MUUJON 4Aroh•5 a 6.210'Mb.o a 7lnaedaa tatxdaq Cav(F17 3k 7arb 7581• •s uw•^ °a 6eolla WA 600 ms WA mom. WA 892 ma ew n8 -TM--TA CAPACITY(FROM THE TABLE)OF THE SELECTED 8Anmbm0I.16'6Bn.aa/8ts58wd(41018dICOpZE4 85061 1400708 WA WA WA TM MRS ILIA WA WA WA WA 135319- 177010 8216708 MULLION.IT WILL YI9.DAMINIMUM ANgiOR 4 Amhm0 V 6•I.oa)P 36AImta4 e7ffp.e 760 the r50aw 6001115 1580 me tWe•e 50PA 60ame WA Taube 748110 etyma t602ma 60298 608 tm ,raw CAPACITY WHICH MAY BE USED TO QUALIFY eAt8m4 r14moarM286a901e 7ft4 1170704 +ttele5 10.00• zswOn 2aHme etome 858705 WA 114025 112220 W20W 281BA tom me t7dI0» ,seems ADDITIONAL ANCHOR OPTIONS FROM THE 4 A198.5�OA6'Mia O.C./t)CmA tdo.t2E"AIem.IFtp.T7 wa rvA WA WA WA 109.0 tW. WA WA WA WA taA WA d44 1510160 ANCHOR CJ1PacITYTABLE. FRODUCr REVMD 2 AmMre 2BB'IAa O.Cl FCm W 350®5 358 me Bobs 708 me WOO RN 280 ma WA 3%W NA 458 the ILIA 91108 082Bn 850704 ay wmp)yhy Nhh lite lnmtidr 4 ipB 1.18'81700.0! 470.8 700.9 WA itN WA 14A 380705 WA WA WN WA WA 6829• 899700 1120705 -.•I 1.000" r- A�ceapt�o0�1(o"O?dS,O'j NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN 0 ANCHOR VAI.MS AS THE STANDARD CLIP. (at o f TABLE NOTES: 87 FIGURE is FIGURE 2: FIGURE 3: FIGURE* FIGURE& FIGURES ML 11`""'fir t)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND 811887 25 FOR INFORMATION�4 LOADING.SEE • • • • • • • • • • •4a• • HFiE1 Sit 4 F�R GENERAL fN9:ALLATIOP)METHODS- ;�`t�d�yy..... ' �) 644t 4EFF0 7104 SITWEEN MULL LENGTHS ANDIGROPENBIG WIDTHS iS ALLOWABLE. • • • • • • • • •• • •• • • • • ••• • 4.0�" M1 it +B)MULUpNANDMIJYLIOU CLIPS$HOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES Nn.50%05 •• ••41TD B�iL W Z pEL09pOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW - + FIGURE6. FIGURES. FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. 0'. ILI • • • • 4)SUBSTRATES:CONCRETE SHAD.CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED %pn STATE \� • • • • ••• ••• CONt9RETN pM UNIT(%V)BG 60.5L CONFORM TO ASTM W8 WOOD SHALL BE PRESMINIMUM OF-126'THICKED STEEL 126' • • • SOdTHERN PINI WITH AN 8G OG0.6i.ALUMINUM SHALL BE 808376 AND BE A MI404UM OF.128'THRIt.STEEL i CC • ...... ZC� •• • •ST *'O LOA MII8188U11I48RADID 336M.045'THICK(16 GAUG4 STRUCTURAL STEEL TO BEAT LEAST.125•THICK �11�1�C1�fV�lt�lL��t+��• ANGLE CLIP(FIGURES 688)MUST BE USED IN PAIRS. • •• A� �� MlTAL•SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 410 8 1"X 4•X.1210' A LYNN MILLt14 P.E. •• • 9082 AN }i0 O VA7 IAAY��l3TEEL,1841 S.S.OR 410 S.S. MULLION FL P.E.ffi 68706 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 7A � MW bn Copaft Table Opm11118yfHd9tRwveteae6y-BpemttomAcams or Ing RelgRtporho rmmom) vyyt77a77c�� 60h Nb 78h Bob Ob 100 to twin 140h 140h }ls" 74:376 RmkWJW VW11620 n�gWm TnpJfdmO o T7epR/4a9 Rada 'i76➢n1 1 TI6F/5A•p Root TlepTd•g tieoten9ala T Rho ffWa< T16�16a• t7aoteapWer loabn0 gYo /dam.Tube t� 1 Looft Loofte Loft L06•ig Lmarm Lmft LoeanO 1Low" .t+mfe uAft Loft Looft toodho Loft Loe•60 6 � III fill, 1 . 1afill, l� II11n 421. 170.0 829 170.0 430 /7oA 70 170.0 476 170.0 886 170.0 846 170.0 697 t7U 810 770.0 1119 170.0 621 170.0 1210 170.0 671 170.0 1408 178A 01 170A I'm 170.0 Bat 170.0 1083 170A 821 46h 170.0708 170.0 624 178.0 60 170.0 604 t70A 092 170.0 678 170.0 1135 170.0 861 178.0 1270 170.0 677 170.0 1417 170.0 we 170.0 1700 770.0 080 170.0 7863 170.0 880 181.8 224 170.0 680 � 47 WAISh 170.0 TO 17060 683 170.0 866 170.0 am 170.0 1016 17060 04 110.0 1196 170.0 773 110.0 1345 17x0 747 VU 1468 170.0 766 770.0 1705 170.0 768 1801 1878 770.0 766 t38A tole 170.0 766 LU O 6410 170.0 767 170.0 812 170.0 868 170.0 01 170.0 1118 170.0 764 170.0 1278 170.0 865 170.0 14M 170.0 637 170.0 tO4 11&0 BSB tO.O 1790 170.0 681 137.1 1788 170.0 891 120,0 1788 170.0 661 � 6081 170.0 881{ 170.0 700 110.0 1003 170.0 770 170.0 1219 170.0 676 170.0 1417 170.0 944 1781 104 170.0 990 IW5 1618 170.0 123 179.6 1819 170.0 1083 11tA 1012 IWA 1005 702 1619 toy.# Ila F- 83h 170.0 970 170.0 70 170.0 1116 170.0 60 170.0 13M 178.0 010 1784 1466 170.0 t01b 168.7 186 170.0 1078 141.0 1612 170.0 NO 117.6 10P! 10.6 110 100.7 1642 16/9 1167 88.1 1812 767.0 1767 = 6Bh 170.0 074 170.0 789 170.0 110 178,0 = 170.0 1364 170.0 1002 180.6 1472 170A 190 142.0 1472 168.0 1148 1281 1472 1681 1130 W.1 1472 1471 1100 916 1472 14&0 1104 80.3 1472 WA 1104 Z W4'.- .0 1087 170.0 WB 170.0 196 17060 1009 100.6 1570 1862 1101 t7L0 100 149.9 1087 1173 1820 1378 1066 1088 1910 128.8 1049 68.0 1370 1171 124 78.4 1520 112.0 1013 8&0 1200 1124 1012 ? ,0 7722 178A 807 1466 1184 1OA 1013 1282 1184 1060 ON 1722 1184 12&7 WB eB.1 1164 1163 004 119.6 1184 tW.5 09 74A 1184 07A ON 64.1 1184 0&1 Bal 5&1 1184 023 M NJ �-• a 1 1124 170.0 670 136.0 tit! 147.0 966 118.0 1124 184.0 BN 72.6 /1760 116.0 707 97.5 1124 Me 818 6360 1126 080 006 02 1121 80.0 00 03 1124 84.3 881 613 1124 6,72 876 J •"' .1 BW 111.0 780 00.1 844 01.8 750 772 8N 421 70 BTA aN 703 712 80.1 644 888 72 6460 884 6160 695 4860 6N 862 WB 3860 644 6060 888 338 844 47.7 02 � Q 1 742 618 085 712 742 771 80 83.8 747 872 841 OLT 142 08 631 4" 72 81.1 822 44.8 742 4&B 814 37.1 742 43.8 800 31.0 742 391 M 778 742 37.0 01 6 08 8360 b30 62.1 83.8 Ot 44.7 666 4a8 5t3 39.1 600 41A 0 5 348 N8 573 � 31.2 668 842 182 28.1 OB MR 487 223 666 2" 472 1960 06 24.7 468 N 686 6&8 603 48.0 6b6 48.b 486 412 468 421 487 304 80 380 490 3" 656 242 473 288 b06 SL8 407 2460 660 9.1 470 2060 668 263 444 1&0 60 224 162 � Q SL 8 476 84.4483 3860 476 060 428 326 !TB 33.7 470 2860 478 768 414 793 478 2860 10 226 478 2l8 404 10.0 478 21.1 39S 103 478 1&9 S87 143 478 172 981 330 26.7 30 220 830 224 SM 180 330 19S 7W 1660 30 1760 TABLE 7B ANCHOR CAPACITY AmamENT FORMULA: ��W An9hw C TabN t� (DP)X(ANCHOR CAP.--)-ANCHOR GAP.,,, lk oemrte 3.42Coro. Gml Faeddlt5 MUW�ICAP.,,,,,�, 6pB'Bim 1/4'88£00 5W Elm tN'899o0 61081 012810• 012630• An9horClpPalbm• Amhm 911TEMO tlmm 114'B0oU163m11 urn= 37t6'MCC uwam 1t4•EboU100m „ ee0w[0N 8oi•, 64enm USE THIS FORMULA TO OBTAIN THE'ANCHOR Ciwnm GTOAN r 2.1rr r 2.12' 3•tt8'• r aur r avr r 348• r 0.48' 9.44' o32P A�CTIIAI PRESSURE REOl11REEB11E8ti'FOR THE EO•e•aBN t31M gw 14SW 1314' r 1-tJc 1.1W 1.184' L1N• 1.1/84 tA6P r 7.116' Iw-42 16666 2Ano0m0®4.9@t�0. J8 or C�1Fl9.169 M 390170 406• b 278IOs 780188 284®3 778978 3749• roe 6n 341 ms me m OPENING,WHEN ITIS LOWER THAN THE MULLION 4 AmA•s 7.n•3an.aa Je+•aa�d(ara�61a9t91B 5k 700W 7ao� 40078+ 1010784 as 783 WA 54060 WA or& WA eeomn WA 678783 mm. 1120178 CAPACITY(FROM THE TABLE)OF THE SELECTED eAmro• 1.16.147L as i t4•de d(6ro6aQ17m ffq 9W60 1400786 WA WA WA WA M e* WA WA WA NLA WA 1383 17700• 2240786 MULLION.R WILL YIELD A MINIMUM ANCHOR 4Am10• 7W 0.C.1947216 C6plr 6) 78001 760®4 689.6 18800• 10606 8400• 500 781 WA 780786 748786 840780 tB2780 882.0 O6th 1/80.1 ADDITICAPACONAL ACHMAYBE USED R QUALIFY 6amiw68prMml.oarW216An91e179sr 87 1t7811q aroma f978w zt4aml TB44b6 61081s BIO ms WA 1140178 1122 ms 13200• 208ms 12281 IWOe 786000 ADDITIONAL ANCHOR OPTIONS FROM THE 484184®4'(10.41P 910.0.ar114tp.fnlo.l78'ABm. 7): WA WA WA WA WA WA tYl1 WA WA 4JA 6VA WA WA WA 14300 ANCHOR CAPACITY TABLE PRODUCTREVISED 2pa68.64022r A0n.0.OlFC6p B); � 3600q 280783 TO mI 470 ms m 286786 WA MGM WA 44800 WA 941®3 462706 680783 mconqdft wilb to ll 4 ADOmm 0 1.14•Mb.a.CJF gri 480786 700100 WA WA WA WA 5800• I WA I WAJ WA WA WA iff-M , 888781 1 112910Bun'thmpa NOTE:FOR THE OFFSET CLIP.USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. '� tow �- -{ 7.000' � A Code -mv'$te + TABLE NOTES dud FIGURE 2: FIGURE 3: FIGURE 4: FIGURE S: FIGURE B. 1)SEE SWEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION t t 1 i OV1 LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS t FIGURE 1: I 1 Bv • ♦ • • • • • • • 4j••♦• • • • • • •• �� .)LYNN 2D.INfV:4T"jOM•9EVVEIENNMULL LENGTH$ANWROPENING WIDTHS ISALLOWABLE ��`2•n ;pENSfi•'•�F�t' �% ♦ • • • • • • • •••♦♦mE 23 IgLESiO9EDR7►LEDNN ARE NOT TO SCALE INTHEFIELDFOLLOWINGDBS�NStONALRESTRICTIONS 4.00WLR EXACT DIM SM SEE 4. Rex ` 1��' zc Nu.50700 SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. FIGURES FIGURE FIGURE 7: 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND 0 �• 1C • • • • • ••• GROUT4FILLED�NCREfEg��!(UjNIT(CMU)SHALL CONFORM TO ASTM C-W.WOOD SHALL BE T 6 4�" ♦ • • • • • • pRESBURE_TREA♦iED YELI40WSOIjTRN PINE WITH AN 3G OF O.6b ALUMINUM SHALL BE 80831Y6/SBD BBA MINIINUMOF.to3'TWCKSTEEL STUDS TOBfAMINIMUM GRADE 33AND R48' 37E' 0' %��0�'•.......•' `,`�� ♦ • ♦• • Ag (� OA 37#tUttlUtl4L ST661 TO BE AT LEAST.126'THICK AND A30.ALL ANCHORS �l NW 1'XCX.376', ANGLE CLIP(FIGURES b&S)MUST BE USED IN PAIRS. ••• •• IMTM�EXTU(FrAY L VrEHLSCREW THREADS BEYOND THE MATERIAL#10 86072 .7.-MULLION MULLION A LYWWMILLE't� P.E. AN INT D MAYY'�$E STE&,1&8 S.S.OR 410 S.S. FL P.E.#58705 • • • • • • • • • • ••• • • • ••• • • TABLE BA MuIOon C Table Opew tnp Y16US4(forvm9rsl 3pe16dl1g ne6a•)•r He (foar lVeey sperWre mem) b' Mm Son Tom eom eom loom 1201. twm tSom }�$$¢¢$ !.�"x R T'eA'UMV. R04"011m ana Ta 18• TmWdw• ReatmWw Reatenp8s 7tgtl78an9. Raatmgds Reomopaer p 434 1 La" Loaft L02019 ta3mlq 1aaQ09 Loaaa9 Loet4lg Lee4mo ► wedre toaame . laad02 ►m•ne 14010n0 Laa816 Tube � � � � � IIfill, I I I I a Nim 11 1 11 1 11 111 11 11111111 il 111 11 111 11 if III 420 170.0 620 170.0 435 170.0 744 170.0 473 MA 838 17&0 800 170.0 M2 170.11 518 if OA 1110 170.11 821 I= 1210 170.0 Mt 170.0 1468 170.0 441 170.0 5730 tt&0 021 1619 1788 170.0 W1 min 170.0 744 170.0 624 1711.0 850 170.0 884 170.0 m 170.0 820 17&0 1133 170.0 447 170.0 UN 170.0 077 17x0 1417 17x0 880 16.6 1648 1700 � 1827 150 170.0 880 1ta1 1816 170.0 830 M.B%m 170.0 70 170.0 633 170.0 8M 170.0 031 MA 1013 V&0 684 170.0 1195 170.0 723 170.0 1848 170.0 747 t87A 1438 170.0 744 1881 1488 170.0 �B 1509 1483 170.0 780 101.4 1468 170.0 J88 LU Nm 170.0 787 170.0 612 170.0 980 17&0 881 170.0 1110 IMS 731 170.0 1276 170.0 808 133.1 INS 170.0 a37 148-8 1570 1718 BBB =3 1878 t70.0 881 1018 1373 170.0 eet 01.7 twe 770.0 BBt 8044 170.0 886 770.0 701 170.0 1089 170.0 787 186.6 1163 170.0 878 180.0 1168 167.0 909 1239 1166 1089 016 111A 1188 160.0 912 927 1180 144.8 SOS 70.4 JIM 144-8 906 69.6 1563 1440 900 jd � 8310 17&0 1180 176.0 748 180.1 ISM 170.0 860 1871 1081 1059 662 12&1 1061 1420 846 10&7 toss 1328 447 85.1 1041 123.1 1190 50.1 tMt 11&5 842 889 1441 11&t BM 6&0 1061 118.1 825 g g QOm IVA 987 190.0 7M 1381 937 151A 806 1194 867 134.0780 144.4 087 1219 777 82.3 057 MA 7W 889 807 1089 iM M.0. 867 1060 144 88.7 957 98A 748 621 447 80.8 748 720 12&7 804 1861 8131 SW1 444 1181 444 St9 444 501.8 671 80.4 441 91.4 880 71-8 804 61.1 360 844 8N 75.8 643 WA 004 72,3121 46A 604 MA 820 40.2 444 44.3 7Sm IMA 722 1144 890 rA 722 971 618 761 722 0&3 MB S0.{ 722 78.7 680 609 722 70.8 680 04.7 722 SOA 060 469 792 M-8 670 44.1 722 6&7 686 34.2 721 801 504 Z 7Bm 101.2885 INA BM 800 449 686 72.3 BM 76.6 BTI 031 886 7" 686 581 w 04.6 5M SU SBO 00.1 SU 421 8M N9 613 381 BM 514 637 31.0 686 50.7 688 Mm MA 015 69.0 401 015 57.5 448 N.1 615 60.1 4N 41.2B16 44.7 434 449 518 409 429 SU 615 37A 401 279 618 Sit 113 28.0 816 905 407 20.8 513 20.1 4N M 81 N1 469 449 404 40.1 N.1 887 30.0 45.1 44.0 081 339 453 30A 344 301 488 320 879 271 444 344 374 22.6 453 20.11 344 i8A 453 211 344 17.0 444 229 844N1Mm 36.1 388 30.0 ffi8 386 828 31871 448 70.4 313 23.6 344 281 944 211 366 227 3N 19.1 SM 20.3 SM 189 344 18A 244 17 171 N 44.1 338 369 344 338 30.1 301 25.1 33B 25.1 237220 398 222283 10.8 883 20.8 179 398 10.1 235 K1200 219 244 26.1 284 290 239 244 199 280 209 244 774 4H0 181 263 t&4 280 18.4 2W Q a( Q 14461 70.1 205 73.3 144 Q TABLE f3B ANCHOR CAPACITY ADJUSTMENT FORMULA: S`- m0. Ae31wrC5 Table ANCH1Nt CAP.,,... autmiej 27110x9188 15xC•x. Ha60a/24U FO cmu a7waw Ilq• (OP,,)X( -ANCHOR CAP.- SIT Ella W S8 8116•Ex0 115 sS Eme OtO MW 912SW 01261831 MULLION CAP.,,,,,,,,,, AnoharCBpPatlame AMWTIq SHS-OW1810m VrEkoumaue umam TWEkobSBiron Vrmoulmon AWee" Ug=- AMMOdw SCM(06)SC-(•W N SUM USE THIS FORMULA TO upotmum r 2.vr 1• 1 24W8110. r I 2.Vr t• I 2•ur 2 ava 7 0.1.• 9.ar osm• CAPACITY REOUIREW CORRESPONDING TO AN Embem 0.w 7554' 1815 law 1.0.4• r 1-W4• 1 414• MWOAMMS 1-1m. i4w 2 1;44' 1.918 160.50. ACTUAL PRESSURE REQUIREMENT FOR THE L2A83fa• 47885xo.C. a p M 3449e 46098 Mae 18Nme MMM.9109A 0.444 ms 50. IS, 40. me OPENING,WHEN RIBI.OWERTHAN 774EMULLION 4 Aaumn 7,W mh o.0.I Bta7amd t2atl)tSp 2) 444 b 744 B7e RaL WA WA tWA WA NA l�M BM is 7170.8 CAPACITY(FROM THE TABLE)OF THE SELECTED 4MBD18®88nL t1QI(q 216A11bt:�1e111p 730 me 736 me EMms I56om9 IWO$ 748 W5 BMms 14420.0. 682.9 sMme 112005 MULLION IT WILL YIELD A MINIMUM ANCHOR 4Mtas®D.B'BWa O.Gf 080.126'.0 1 N/A 691 NB► WA WA WA 631 WA Nal NIA WA 1490 ms CAPACITY WHICH MAY BE USED TO QUALIFY IM1vI p1ga 14409 144 me zo 44505 Barns 1871.9 9 me 47396 t7om9 2250 2ao•e ADDITIONAL ANCHOR OPTIONS FROMTFtE 2AKm• i1$'6W0.O.lSJ 2AD•e SBBma WA N/A Nal M WA NaL NtmS 0.290. 6Web ANCHORCAPACrtYTABIE. PRODUCTRBVL4ED NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CL65. M cemW71n6"41h 0o pluft swlamscbea tWfP- i8.o3 FIGU E1: FIGURE 2: TABLE NOTES: 2.F? J • 1)SEE SHEET 1 FOR INSTRUOTK)NS ON USING THE TABLES AND SHEET 25 FOR INFORMATION 84410.01 lheA M ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. I I I I t I!t I • 2SUI NTERMLAV10I1 BETWEEN MULL LENGTHS MOM OPENING WIDTHS IS ALLOWABLE • ��R� • • • • • 3.166' :� 'C`�:''�1reNSF'••�Fq'� FI CL= •• •4 1.N 4 4D 1pyw5jj��OWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE cls • • • • • •wSHEETp 76 23 YOLEyTO E RE8 IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS _ i c: No.58705 it BE USED SHOWN ON SHEETS 21-23.F1GU SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. IN PARS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND fY • ••• LL NCRETE OCK II(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL FIGURE 4: FIGURE S. FIGURE fi • • • �UR - ATEp W PINE WITH AN SG OF O.ti6.ALUMINUM SHALL BE ��•. 51 E O iV: • • • 80836'6 AND BibA MINHdIyB•OF.7 G VSTEEL STUDS TO BEA MINIMUM GRADE 33 AND ��''•.F<OR70�".'��j\ 1.24•X 3.166'X 168•MULLION •• • 546•TNCK(18 GAUGE}86'RUCTW V48TEEL TO BE AT LFAST.12W THICK AND A38.ALL (1.1/4•VF MULLION) • • •• ANC&RQ�IMO MfEIAL SMLMEXiEN•AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL Ail ON LL1 o• • gy0 8 4472 ANCF�ORS IW 0 VIbOD MM'E='3 E STEEL 1118OR 410 S.S. A L �11L r4 P.E. FL P.E.#68706 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • TABLE QA � to"n C Table Wabk�) openingWWOt(Own o81nm46ro)orope•NrmHelght(for FartYalme"pemftan"r78) 6oin ism 6090 solo 1001n . 1981, 140 in {6090 6i Re2tmow 101111-B Reolm910er Tlarfr6m9 li taptm nap?d m R44Un99hr Towolmop. memo. T•ordn-9. flmtmpb Tr42 nMn TW*n Raet••16M Tle 11009. 1 TmPA104119 y 1.18x9.26 Q� X.100 lm4Mq L0°Metoa•eY toadh8III ImbB $3t4a•eg LOadnB laamga Lot6a➢ taa4919 Lae•e8 tea•i• teMap lae•Iq 7mea9 top8o8 $$►cuAre a fall h I 111 '11 Mullion fill, Qg$ �aa1 tl ., Iap� g ,y$�na .F¢$. .4x�ej 1{�,�` �{ry.{ ■pc/pHA,III y7E�, o g N pyo t1�', � fill,� �CY G5 11, Sf� i � � PZm W 4281 170.0 No 170.0430 170.0 744 7140 478 770.0 860 170.0 608 170.0 994 170.{1 819 1711.0 1118 170.0 Wt 168.3 1118 170.0 M 127.7 1118 170.0 M 109A ills_ 170.0 6m 948 7118 Imo m J Mm 1780 708 77DA 624 170.0 890 170.0 684 iW6 WB 170.0 No 748.7 WB 170.0 681 1844 978 I= 077 417.3 810 170.0 880 WA ON 170.0 680 a" 878 170.0 860 73.3 WB 170.0 880 JJJJ = 60.078 to 170.0 747 570.0 883 5711.0 886 170.0 811 160.7 897 170.0 680 191.0 W7 18415 i0B 1571 990 18&1 ON 106.6 927 1643 888 0.8 987 168.0 690 76.4 927 166.9 886 B4B 927 1643 60 d1 1740 787 4709 874 161.8 880 170.0 891 137.0 8� 143.0 en 116.0 BB9 141.6 889 to3A 888 190.0 680 82.7 809 128.8 BBf 77.9 889 148.8 %1 88.2 869 1�.6 868 W.9 689 1288 862 W 8091 149.0 T48 163.8 6& 1184 748 13L3 M 1023 748 117.0 808 BBA 748 IW6 d89 788 146 101.0 692 716 744 BB9 6W 687 748 688 688 611 748 93.8 681 446 748 83.3 668 � � N 0391 W.1 071 132.0 679 1011 an 1194 686 88.4 877 1044 668 771 W7 81A 618 847 671 682 638 879 Wi 61A 634 01.8 877 77.0 618 44.2 on 78.7 828 987 W7 78I 829 89• iWA 817 114.1 83D 897 617 W9 619 as 817 88.3 809 WA 817 783 600 89A 811 NA 484 818 617 88.7 488 449 817 64.4 489 98.4 817 83] 482 33A 017 817 482 � 12 b 82A 618 W.1 460 89.1 618 74.2 440 881 818 Bs.B 484 816 618 MA M 40.1 618 IK2 418 41A 618 0.7 414 34.6 ON 463 408 29.0 6t8 45A 406 248 616 46.0 406 L T8 h r:A 488 78.7 �8 BB] 486 62.6 388 803 486 649 880 4ll 480 49.4 380 $92 486 463 378 961 466 42.2 374 284 W 88.8 MY 28,2 460 346 984 22.0 486 381 18h 445 880 8W 6/A Mt W.7 978 448 N7 We 372 40.8 441 46.4 988 NA 441 41.6 380 3UB 441 38.7 868 471 21 84.9 918 243 441 81.1 818 244 441 327 340 'dS P BD Bt 382 498 905 384 892 WA YB0 30.3 992 32.3 264 28A 332 R8.8 260 289 332 2&1 We 21.2 934 Ili 472 17.7 884 21.3 988 161 332 496 202 113 988 187 480 rL,. 8 BB• 281 WA 280 481 290 90.1 268 26.0 2W1 M4 262 216 491 23.6 248 193 490 41.3 204 173 281 49.8 4N 146 481 17.1 298 173 290 766 192 1096 230 281 2� 246 230 m.t 106 173 230 /8A 201 144 782 198 Q1' X O a 111E118 281iW89188 let 14.1 908 x.9 18B12021 1W t8.4 110 14.9 1W 183 1W K � Q P Q a �Np TABLE 98 ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Tabs ANCHOR CAP.�,a,, 2.79�e 3A3 aro. cm �COMMU Will (DR)XC ANCHOR CAP.,m AtrolwrC6p Pat4erns 9HB'Hae Mom tx'Elao u tta0an aN�etoo 9Jt8•Exo 161 soon to Elm lmmam 1{4.88 Elio BNB'Efao U4.88 Elio 9108fetl 812 8mai 912 Steel MULLION 1 A94Rt3Gor IAreem Aim 8w08R14)ewatrK•l BoleeN USE THIS FORMULA TO OBTAIN THE-ANCHOR E02aC•ttmm Ink r 2112' r St4d 3•fa' 1" 2-Vr r 1.772• z 9•N6' 0.46• oAr oAar CAPACITY REQUIRED"CORRESPONDING TO AN EaN•dtoe9l 749x' 1- tea'• 7sw 2' 1.114' t-Y4' 1•v4• t ta' 1-1w t-11r z Vw ta+9' 16606 ACTUAL PRESSURE REQUIREMENT FOR THE ® ad oatsl8nmeeora•ea tY aeom b b 1844b soma Mom 964 740 we Ob 66490 b 34190 44290 90 OPENINQ,WHENIT�LOWERTWUNTHEMULLWN 4Anmlow {.16.690.o c.i stmma6(aoumn M 49000 700 min WA WA 103 WA 38003 MA rub Hut roAA WA 662 b m b 1720 m CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Andws 7 WL O.U.f p)240AtgbCWI 0; 76090 Teob UD as H6090 1698b 649906 66090 183 No mB m1ba 88090 189290 882b 88690 tin MULLION.IT WILL YIELD A MINIMUM ANCHOR 8Amm�n oA4WLac.It1471p.1nm. mm(F* WA roA i8A WA 143 I1/A WA MA WA HAA NW WA WA WA 960b CAPACITY WHICH MAY BE USED TO QUALIFY tA=WfF421p(Fq•ek 78626 195 FA 22626 446900 e22b t9Bb 14990 177 he 37090 wma 99290 47326 75090 22{90 26026 ADDITIONAL ANCHOR OPTIONS FROM THE 2Atw0•e t.16.007.O.Cf 0 21026 �b WA NO% Nfk *A 19090 N!A xU1 WA 541.0 WA 34/90 44290 68026 ANCHOR CAPACITY TABLE. wRBDucr REVISED u wmpl with the Fie 9 260' AcA -21� FIGURE 1: FIGURE 2: TABLE NOTES: polo ID • • 1)SEE SHEET t FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 28 FOR INFORMATION BY • • ON LOADING.SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. lu •• 44~uVERPWATIQN BpWE"MULL LENGTHS ANDIOR OPENING WIDTHS 18 ALLOWABLE. `�tt N�LYNN e • • • • • • • • ` '� ' ' FIGURE 3 • 3)MULLION46NDIMU111LiON CMPS46HCYWN ARE NOT TO SCALE.FOR EXACT 0W7EN810NS £ 3260' �,t�:•'VGENSF';F� ANGLE )P MUST •• S}II!EI P21-13,.,�H�D,L�S T@ NMMRILLLeD IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS • • • BE USED •• •$ jHdV" � �HOy(t SUGQEBTED.APPROXIMATE HOLE LOCATIONS _ : No.578705 _ IN PAM. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW ANDa. FIQURE 4: FIGURE$ FIGURES. GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•110.WOOD SHALL 1� b'• T," g 426 :BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 088.ALUMINUM$HALL BE A 1:C F • ••• • i T6 D BEA�1 IMUM F.T00'TAI STEEL STUDS TO BEA MINIMUM GRADE 33 AND • .045° 180 EBT TU 8LTOBEATLEA`+3T.126'THItx9ANDA38.ALL 125•X32b'X.t00' ��CS'�"!OV'........ �\�• • • ••• • APlfjjl{C�4� AL$�Ai LEAST 3 SCREW THREADS BEYOND THE MATERIAL x 32w N �� ` 4.Y' `• • •41410 8 O1R A41CIfOR314NT0 W6fOD4MAY BE48TEEL,I"SS.OR 410&S. A.l LL�t,P.E. •• • • • • • FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •e •• TABLE 101 Rill - MlGlott Capta3y+Tebte Qbt16t') � Opeolrelwl>bit(66r mtl8Oa9)orOpeftbty o►horho�O�h'sP� ) �Iy1,,07tt7led 89b Sam 70b BOB sofaU04 170b I40b 169b q Rael®8aW TrMRimB. Rem6We T+aAdfdaa2• Rat70n8i6nr T"N am Reamw1w Tw9rave. Rataagdor Treaaltn& R4A4a9iQr Tnlyrdm9. ima•t9ulu T-Firdaap. Rath T � T pY4 156x326 Loaft Loainp Lame U8019 1 Lowbo !i CC6333 x.620 LadBaO LosdiaY Loadbe LoaAn9 LorPot9 Loa.o9 1.00Ug t.adgl oil 11 11 1 1 8 42M 170.0 m 110.0f36 170.0 7M 1761 576 170.0 888 1701 608 1700 983 in0 69 170.0 1118 1".0 621 170.0 1210 1701 621 1710 1469 110.0 521 170.o 1796 1700 621 110.0 7833 ROA 621 60 170.0 1Y 170.0 621 1n s no Ina 681 1701 902 1701 870 170.0 1135 R0.0 681 1701 1276 1701 877 1761 U17 110.0 660 1710 R8D 170.0 680 18x7 1878 1709 680 14&6 1878 170.0 889 N 608Pbb 1710 147 Ina 589 1710 886 7706 631 1701 1046 1701 684 1R0 1196 170.0 713 170.0 1346 170.0 747 170.0 UN 1701 768 1710 t799 1110 768 U35 1871 770.0 768 139.6 1871 1701 768 81111 170.0 7117 170.0 812 170.0 960 ROD 681 1701 1118 1701 7M 110.0 1276 17.9.0 803 Rao 1789 170.0 891 170.0 1891 1701 1681 1769 5710 861 194.1 1768 17.9.0 861 117.3 1769 VO.O M1 60111 170.0 688 Inc 701 17a0 1069 170.0 mat 1210 1700 876 Inc 1417 170.0 844 161.1 1611 170.0 989 U50 1817 7r0A 1633 140.6 U1t RDA 1085 103.8 1611 1700 1063 6.6 7611 1701 1989 83111 1700 8m 1701 746 1701 lite 110.0 860 iR.O '7iP.t IT0.0 96 1618 1890 170.0 1016 1362 13M ROA 978 126.5 1870 1&A 102 104A 1910 189.8 1072M6 110 166.3 1070 763 1I0 1669 1070 S0.. BBM 110.0 974 170.0 768 1701 1189 1700 903 USA 12/11 ROA 1002 1391 1249 1685 1013 17L1 INS 147.1 1000 93.9 1218 139.9 989 99.11 1218 170.4 976 IT5 1818 1280 976 89.l 1218 p9D 876 Z N RM 167.8 509 1701 876 759.4 706 U0.2 $92 119.9 1043 1521 Bt6 903 1089 118.1 660 012 1019 1027 US 93.9 1019 102.7 839 68.8 10$9 01.9 836 891 Pofl 91.2 890 89A 101 91.1 7A j 76911 t6.7 961 16.1 872 1UD 941 Im 689 W.9 411 1112 791 692 $41 100.0 771 791 041 61.7 788 71.4 911 658 767 89.6 841 77.6. 7M 611 961 740 fli 40.8 889 Td9 738 g• Z 78111 Mo 690 WA 765 1181 894 118.9 797 911 898 1031 769 67D 890 91.0 76 79.9 681 81.1 790 820 880 761 711 681 891 70.7 TW O.t 894 87.0 TOl 41.7 896 80.1 889 P r BOM BSD 811 88.1 686 71.8 811 74.9 689 811 871 809 676 617 Wt 662 688 47.7 671 628 668 410 67 480 891 .8 871 49.1 698 90.7 871 S6T 691 882 971 SD 628 m Q �V C1S 58M 10.8 690 73.8 621 660 890 8L4 6t8 60.6 80 631 600 44.3 690 415 689 31.3 680 6.0 481 361 68D 39.8 188 28.8 680 367 47i 899 889 518 489 221 690 198 481 N GG r mBM 6.7 486 BOA 61 411 486 42.8 4U 368 488 39.1 168 11.1 588 93.9 402 2tD 468 78.7 388 24.0 489 27.1 896 201 489 216 382 R5 488 2L1 576 16.6 466 59.8 STO Ill I11 468 441 46.7 400 381 Al 39,3 30 32.7 Mt 34.1 387 266 441 30.2 382 26A 441 278 371 71.8 Nt 2ND 511 Al 41 218 303A 897 19.3 898 149 461 RD 891 W 120M 38.3 318 393 344 301 378 3UA 339 Z6D 978 6.11 331 27J 978 79.7 928 6.1 WB 21.3 896 161 378 185 321 %I 378 w 9U V Q a 1NM 1fA 267 21.2 217 17.51 ml 17.01 238 iUA 262 169 038 TABLE 1 ANCHOR CAPACITY ADJUSTMENT FORMULA: AnoborCepxdly Txbte(m•) AN 2 stl180tete rete s�cax. FWGMx PT Altl9 (DP®)X� )eANCHORCAP.,,, Orta Eko W'88 Emo en@FItO v4.Oe tco 41t081¢x •1281881 e128I8re MULLION An9borC7ppPettetM AOt11al". wwatotam. 1r4'®coumme7t ummm 9Ne'8toU2reton v4•Bcoumee6o UAmon AgImMor line•Q68)Bae7(f 7 BCIp9F M USETHiSFORMULATOOBTAIN ANCHOR OI�•ro r 2 err r ava 3•v@ 11 244 7• Zan' a 3u@ a 0.4@ n64' 0" CAPACITY REQUIRED'CORRESPONDING TO AN Ea13eOlte9 1494' 1514• 1554• 7.8r4• a i•V4• 1.ve Tare• 1-va• tare 1-tr? r 7-0.@ 70.9' 10686 ACTUAL PRESSURE REQUIREMENT FOR THE YA/x7me4fa7@641+oc.r6mnea4aro9ea m6 a6O 69 79Mon; 706 m5 74098 37 619 m4m5 90.998 9419m 442m9 OPENING.WHEN RIS LOWER THAN THEMULL40N 4 Arcm9®t.t@ b n 0.a r s•tlmn6 @r49m0t2•p 46005 70.6 mt Na w0. WA Nut 966709 Nm VA tun WA Nm BB1 m9 886 m6 112Dme CAPACITY(FROM THE TABLE)OF THE SELECTED 41/81010.®@ o-o-r >�A��r Im9• 789 6BDtb9 16®Oo t898ms 84008 689 me NSA 7601DS 748re9 BBD m9 189290 4828b 889701 112.908 MULLION IT WILLYIE7pAMINiMUMANCHOR SArc1mau'ariwl.oaru ,m.100, 4 Nm WA WA WA WA Nm WA 1W IV N67 WA Nm NTA WA 060x6 CAPACITY WHICH MAY BE USED TO QUALIFY 1Atelar F4Up 6j 199M /1160 71680 46 ab �t99 18688 140 h1 WVA 870196 ffi700 88280 179 m6 17009 1211.97 zeOme ADDITIONAL ANCHOR OPTIONS FROM THE 2A0eh0e 1.1@A900.CI Z40M 96006 Nm Nm Nm 10006 Nm NO NTA WA 8961 9di 816 441b 68000. ANCHOR CAPACITY TABLE pR�p RRVISEDFwaft S0IdM6 cede M A -62AS -15 FIGURE 1: FIGURE 7: Aeaptr�a� SABLE NOTES: t2W heal �e 1)SEE SHEET 7 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION BB • .. .OrIlOA�INf�•SE:SHEE=S 2-FOR Rt:ENERAL INSTALLATION METHODS 717111,,, i 2)I)IE OIfAT14N MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE FIGURE 3: • •• • • • • 000 • �`.• aG13NSF •, P �l ANGLE • 3)MULIrpN4AN80MULLION CAMPS SHAWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 32 CLIP MUST•• SHOWN •SHO TS ON SHEETS t3.�E31.23.FTO IGURES SHOW SUGGESTED-APPROXIMATE HODRUED IN THE OLE OCA IONS RESTRICTIONSFIELD FOLLOVANG DIMENSIONAL Mo.76705 • • • • SE USED t IN PAIRS 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND G' � • ••vGROUT-FW ED QONERETE SLOW UNIF(CMU)SHALL CONFORM TO ASTM C-SD.WOOD SHALL %� f u FIGURE 4: FIGURE& FIGURE 8: • • • BE PRE63URE TRERIED YEd OW 90UTNERN PINE WITH AN 3G OF 0.68 ALUMINUM St Y1LL ° :Qin., SpZ OP • ••• T BE %"MUMVP.1004IHILKSTEELSTUDSTOBEAMINIMUMGRADE33AND ��'•.-•CURT .••' �(�: e��,�s6 16� E).% S�E�TOBEATLEAST.126'THICK AND A36.ALL 126•%326'X.824' • • _2T7 " 8jNTA7 ALS pp��r,��C��ry S LEAST 3 SCREW THREADS BEYOND THE MATERIAL , 1 • • •• • 010 8.012 ANCHORS INTO WOOD MAY BE STEEl..18•B S.S.OR 410 S.S• M�•U� A.t�11.E.0�R P.E. is [[ I I FL P.E$887 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 110 Mtmnen asisa 'Tehte � Opentn8WIddl(br1edlea2yspewfttm®o01)•ropenilisNNQMOpt dormolmlysoe> BMdo-) 581. seta 70in 581. 1101. 1000 1901. 1401n 1801. 1�i384 M4tscods, T70pWMI& Rec1000st uwdm Reetmphr Tmw*%. Rs TOOK g. Rea006hI -00120c. . LaSetpt wras TLesko Loeels L00d00 oda Tiwr-. Y4 1.x3. Lesko L-div loam Lesko Lowke Lc04y Lesko Lass" IOW s Lawkq Ahm.Tube ,Min Inc 620 1700 436 tragi 1" Inc 418 1700 1 BBB I Inc W8 IMI 802 170.0 619 u it" Inc 621 1700 JM IOA 621 Ina 14eB 110.0 Mt 40A Me 170.61 621 Inc ISO 110.0 �I u� 4Bb Inc 108 170.0 621 Inc 660 1700 Bs4 1M.01 982 1700 me two 1111 1700 M 1700 4276 170.0 877 110.0 1417 1170.0. 686 Inc 1700 170.01 00 170.0 1983 Inc NO 1180 2287 170.0LIE 605Mb 170.0 TN 170A 683 170.0 808 MA 631 1700 1068 a- 864 Inc 1186 110.0 723 Inc 1316 iWA 141 170.* 1494 1700 766 1700 1783 170.0 768 1100 2582 1700 788 170.0 2391 1700 ' 0 64 In 110.0 m MA 612 1700 868 Inc 891 RDA ills 170-0 764 170A 1278 v0A so 170.0 1191 Inc w 170A less 170.0 656 Inc 1918 170.0 Bet 1700 2231 1100 881 160.2 2403 170.0 m I- Bola Inc 889 MA Vol Inc 1083 110.0 797 170.0 1210 IIOA 818 1Toic UtT 1700 Std 1TOA 1894 170.0 858 110.0 17/1 1700 =3 1100 2125 170.0 1089 1489 2163 I c 1883 128.8 2169 t70.0 J 831. 1700 830 1100 746 Inc 1118 Inc 860 170.0 1302 Iae 640 STOA 14110 1700 1016 40.0 1619 170.0 1076 170A � 40.0 1122 1689 2080 1100 1168 136.6 2000 Inc 1111 117.7 2060 1104 BBIn 170.0 874 170.0 789 17UA 1168 110.0 903 1700 1766 1700 UO2 IOA 16611 170.0 1086 Inc 1769 170.0 1188 MA 1848 1700 12t0 1430 7858 Inc 1276 MS 1968 170.0 x288 107.2 1089 170.0 J 72M 170.0 1087 170.0 870 /100 1278 Inc IOW 110.0 1158 IOA 1128 Inc I= 170.0 Im t64.1 434 Inc 1316 138.7 IM 1890 1388 118.6 Vol two 1364 89.1 1731 {60.1 086 847 1184 1600 1942 .� 781. Inc 7122 MA 837 170.0 1948 10.0 1080 1680 1668 Inc 12D INA 1658 186.2 1286 1311 ISIS 181.6 120 117.9 1658 14L9 lot 663 1658 1283 1229 641 INS t223 12111 73.7 7658 1212 1216 7010 170.0 1161 1700 867 Inc list 170.0 ills 166.9 1477 �.3 1268 1360 149 MIA tM 121.2 U9 119.1 low 109.1 1587 loss 1121 we 149 It8.8 ties T7.9 /477 110.6 It6B 89.2 1477 U8.3 1164 11.... IM 58tn 1610 1110 1465 98 6 HIA 1110 Me 90 101A 1110 107-9 St 1160 1110 86.3 638 780 "to std 922 7L0 11U 58.1 610 682 1110 71.3 881 60.7 1110 888 678 440 1110 82] WOvote 117.0 876 1589 6,2 07d 876 ou 668 63A 1116 899 e42 732 976 788 879 660 We 711 BI 66.6 NB 63A BW 400 916 67A M 41.8 976 62.3 776 36.6 gni 49.3 758t68b 821 771 840 586 88d 91 70.7 886 58.7 771 SU 94 81A 771 64.8 ON 481 771 180 886 41.1 111 440 587 341 711 381 832 UA 771 no 621 86.7711 92.4 812Ittb 70 730 11.3 961 681 730 660 S58 86.1 730 689 640 479 790 49.9 631 421 786 86.0 822 9.8 786 45.1 6U 313 730 388 BOD NA 730 310 99 217 7A VBA 68112DIn89.8581 BIA 689 18.8 624 811 580 42.8 621 449 632 45 821 912 611 313 G21 86.9 617 380 SPA922 691 YB.O 820 27.7 619 21.1 824 21.8 589 187 624 27.61.M 1. 91.7 433 86.1 400 289 439 780 986 21.9 431 260 980 21.7 137 �.4 986 19.9 439 86.6 361 49 193 18.2 318 TABLE I IS ANCHOR CAPACITY ADJUSTMENT FORMULA: ^a(On) ANCIIORCAP�o.. subsowd 2.78 ataca4e 3.Biaari. Fae0G41r tpaae Rt1• (DP_)x( ANCHOR CAP. Bn8'Elco v/'88 Ei 511G Eta W 66 Elco 6w 868d 61281001 612ow �� An6h•rCOp PaHemi AIWW V- 3"r B o Lamm trm 6Cooe�acm 06 0coft VIC Eft tmacm v1'E•etiMstan Atrt7� tutw m A or may,F{6 Saes(GS) 8a46(" USE THIS FORMULA TO OBTAIN THE ANCHOR f761mre 1• 2a,r 1• 2-VIE 9.114' 11 2.1w s 2-IM 7 3w r 0.48• 066' 6020• CAPACITY REQUIRED'CORRESPONDING TO AN Ea19e•na0 1316 tarn farm taro' r 1.116• t-vm tats t-vm 1414• lar! r tarn lare• Voice ACTUAL PRESSURE REQUIREMENT FOR THE aibM047VWnO.mremmamor 917 ago 1.m bBm neo t o1. 60 es iw 740Re W420 Bet •I8m0 M 442 680.6 OPENING,WHEN IT IS LOWER THAN THE MULLION 4AMMM {.16•hift Q191s10302 f c1p 27 dBe®e 700.8 5864 1.W WA WA men NIA wA NA RIA wA 882We 886Ra 11111M CAPACITY(FROM THE TABLE)OF THE SELECTED 4Mi0Nf rwDoc.,(2+ze6r11tdet e,(R 9) 76DW TBO®9 6eoe9 saseme teeBme e4om Bmca NAI 78B@e 149®6 OW US IMIS er2•e nestle 110.6 MULLION.ITWILLYIELDAMNIMUMANCHOR 4plcOma 6}o.emuet.aa.rn4:ep,era.ue�a 9m. NIA It/A N/A NM NIA NN wA WA ISA wA WA INA R61 wA 12670a CAPACITY WHICH MAY BE USED TO QUALIFY 1Arci0rr 196®9 193®e 225 be 440Y 02201e 198•a tdo®e mme Noft leans ffr 16 votes 2m an ZmBs ADDITIONAL ANCHOR OPTIONS FROM THE 2AMrAn Lt$29aaaJF 240.9 s608a wA WA I4/A NOl IBD 08 NTA WA RA WA WA 311®e 441 1.6088 ANCHOR CAPACITY TABLE. PRODUCT REVISED m cemptybi vAlb Y FIa11<Y 12130• Buddirg 03 FIGU E 1: URE 2: TABLE NOTES: . D 90 X21 . • • 1)SEP SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION riy ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 1tllurrl •• •"L41N£�t NA ERPSLATISN BETW"MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. �� WAY 1.Y 11 FIGURES • • • • • • • • 3.94, �\��'{GL•NSF �`P �: ANGLE • 33�( Lry� 3,3bONM ARE NOT TO SCALE FOR EXACT DIMENSIONS SEE 1 T R IN THE F�1b FOLLOWING DIMENSIONAL RESTRICTIONS BEE U8E0 ••• 4SWWN ONAHEENS 21-M&F4GUNS SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.50705 IN PARS' 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND _ ' �- U. FIGURE 4: FIGURE 6: FIGURE 8 GRDUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM Gam.WOOD SHALL j 1 :.!U` • •••BE PRESWM-V44 ED Y�SOUj1•ERN PINE WITH AN SG OF 0.66.ALUMINUM SHALL B£ (. '�(��•' STA . • • • 6003 T6dWq BE A 66{01IMLIM .100'•71 RCK.STEEL STUDS TO BE A MNIMR3M GRADE 33 AND ••• • SHOR&INTOIMETA.SHAT&E*TEAD LEAST 3 ASCREW THREADS BEYOND THE MATERIAL. ��Vs/0NAL�C�� • ••S10&^kRCH%ANTO W8%&MAt IEA TEEL,1&8 S.S.OR 410 S.S. 126•X 3.96 X.624• A.t�M1LA P.E. •• • MULLION FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 120 Numm Capack Table - OpenlvYNdfl1(tm tenBmtfmm) RoWd(ftrFmf HPmairBmufflare) o!t8 MN Mb 7006 mN 80121mN 12006 14006 16006 17f4Wi6aa0• >+ Tmpide* R44 7 T q1ltw1� W911Am8. R440m•Ont 7180n8mg• Re4mnOdar 'eaP' 8• Itee1•pW4r 778 9. t8 2114%.28 IWOW load779 1oaiBe9 Loaft lsMnB L4 LOS" Ioaft Lomlt3 loadn8lW19L%ft- IN" 1aa42p I 4asdAB taamng Iaad7p � • fil_ - -H_- i 1 i I fHV! s! VI PEN M110611 1, 1, 1 11 1a 1 111 1a a Ia Ia I f� III Ia � I I� 4206 170.0 &0 170.0 498 170.0 70 170.0 478 170.0 BM 170.0 HOB 1700 992 178-0 St9 170.0 1118 170.0 821 170A 1240 170.0 621 tt0.0 1488 170.0 0'1 170.0 1788 170.0 am 170.0 1988 170.0 5m 48N 170.0 7M 1700 624 17.00 MO 170.0 MI 170.0 BM 1794 990 170.0 1138 170.0 Mf 170.0 1278 1760 871 170.0 1417 170.0 Bm 170.0 1700 170.0 880 170.0 1069 170.0 894 170.0 2281 170.0 OBD awls 170.0 747 Va0 683 170.0 m 170.0 BSt 170.0 1018 170.0 694 170.0 1106 170-0 213 170.0 1316 170.0 747 170.0 1494 170.0 948 170.0 1788 170.0 TM 170A '.0182 170.0 758 170.0 2391 IVMU 7M •••�� M N 170.0 797 170.0 812 17LOO OWN 170.0 091 17x0 1118 170.0 754 17U 1275 170.0 00 1940 1494 170.0 0.97 179.0 1681 17x0 868 170.0 1919 170.0 681 170.0 Y251 17D.0 881 170.0 2660 17Q0 9B/ Wm 0 BON 170.0 BM 110.0 701 170.0 too 17x0 7Hl 170.0 t2W 170.0 878 170.0 1417 17xO 844 170.0 1894 170.0 988 170.0 1771 170.0 1058 170.0 2128 170.0 1083 170-0 2478 17-0 1089 180.0 2940 170.0 1068 IO B3N 170.0 930 170.0 748 fTOA 1118 170.0 so 170.0 1806 170.0 440 170.0HN 17x0 1016 170.0 1875 1740 1078 170.0 1069 170.0 1171 MA 2061 MA fist 100.7 0689 170.0 till 14U 060 170.0 1171 6806 170.0 074 170.0 789 MA 1189 170.0 OW t70A 1354 170.0 IS* 170.0 1594 17x6 1088 178.0 1763 170A 1106 170.0 1948 170.0 12fO 170.0 28:18 170.0 1278 101.9 2437 170.0 120 132.0 2437 170.0 1288 7206 170.0 1063117&0 870 17U 1275 170.0 1009 170.11 1400 170.0 1128 IM1700 170.0 4228 170.0 1913 170-0 Off 170.0 2126 t70.o 1987 14U 2184 170.0 14M 121.6 MW 170.0 1879 1062 2144 Vao 1830 7806 170.0 1122 170.0 937 17x0 1919 170.0 1094 170.0 1670 170.0 1208 lao 1794 170.0 1922 106.1 19M 170.0 14M 148.0, 1880 IXO I= 12.00 1880 1610 7618 194.1 1060 t44-0 1833 929 I= 1827 1691 7806 17x0 1lM 170.0 987 170.0 1381 170.0 lite 170.0 loll 170.0 7280 170.0 1811 170.0 1394 1827 1881 170.0 1474 137A 10t NLI 1600 114.6 1*1 147.3 1478 982 7894 106.0 1494 86.9 1881 1873 1481 J mN 170.0 1329 170.0 110 149.1 UN 1660 1218 =6 130 13&0 1198 1115 1888 121.3 1179 BOA 1388 1162 1162 MA 1398 IMA 1147 14A 1888 MS 1111 810 1398 8V 1106 065 1898 70.9 1098 � 9806 1064 1229 1548 1098 il1.a 12}9 127.0 1079 106.3 1728 1112 108'1 1228 9&9 1011 BiA f1?A 090 1019 7&7 1229 82.4 1010 81.4 tt29 722 8&1 607 1728 06.9 977 48.1 t2Je 82.1 097 I,., B�oV6 tom IDSA 871 106.8 071 8&3 871 89.0 802 74.0 an 772 849 84.7 011 8L4 827 57.5 906 545 6ffi 61.6 sH 80.6 818 48.1 671 4&0 066 370 971 44.0 782 824 971 w.e 711 406 fit N 984 919 975 837 790 919 8fA 819 B&4 oto TOA 808 8 829 794 630 919 6&7 TM 47.7 019 810 774 8&7 916 0A 766 8L1 919 402 742 18.8 918 37.1 731 X 1201. 70.6 7M 788 718 425 788 845 706 BSA 786 860 066 47.2 788 494 BM 470 794 944 447 37.7 788 400 BM 8L8 768 340 8SS 27.0 786 840 941 230 708 20.1 681 x 1006 4&7 540 02 694 3&1 948 370 494 912 618 310 491 275 6/B 20.2 21.8 546 262 470 21.8 948 220 474 182 648 1&8 494 I6.H 946 172 494 13.7 018 16.8 NB Q N TABLE 126 ANCHOR CAPACiTY ADJUSTMENT PORMUL A: Aeolt•rCa W Tablo P! 4t9lel (0?-)X(IUdCHORCAP ANCHORCAP._ ZB6a 76094861• a5kCa ` 102SCAP.vo.,� are>.lyps 911 omulmn VeElcolf Zwi NIV= 9ne Hkeutasm Itemouam m vreaeto On9•eco Iwssgo- Hlomw #129ted 906 USE THIS FORMULA TO OBTAIN THE ANCHOR p11W1erClpPettema tAMM Aggm44•ar 9Cma(06)semw0961 Sampo 6e9e llsls7lee r avr r 24r8' atr6• r aur r atrr 2 sfw r o.4B• 004' oA2e CAPACITY REQUIRED'CORRESPONDING TO AN 665.0.20.94 tS/e tare 1su• t47e r 1-194• 1-V4• t•W 1Ne 1.111• 1 tre r tSe' 1478' wase ACTUAL PRESSURE REQUIREMENT FOR THE z AnrDms®a781Bnoar CTP 880m 940m 4m6m 644m 270 2MMS 3Mm Nom 914m m 54tm m m CAPACIG.WHEN lT 18 LOWER OF THE ELECTED 4AMrArs®2A9•M9t C.Q/BMIMM(4rCMM)t:W(Rt 740m 746m BBDm 14Mm 14Mm WA amen WA BMm RSA Mom IVA MM BMm IlMls CAPACITY(FROM THE TABLE)OF THE SELECTED BArch•8®1.71•94h O.C.I81.184m(o<0�) 9194 Mom 769m 1946m WA WA 7Mm WA Tm18a ka WA !8A lO ft tom I mm MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Arcd6m s'94N.00.7�a6 obs! 7BDm BBDm 16mm 1898m 6mm 1W 780m raBme emm iM2m tH2I BMm 1170m CAPACITY WHICH MAY BE USED T0QUALIFY 9Arc6•s raHn.00.! 216 t�79rtF19 tt7om tt76m t020m m zeMm sows Wa Rom 1122m 4100s mMm 1022168 tsz/m Ismm ADDITIONAL ANCHOR OPTIONS FROM THE 3AZI1m t.84'►tlAO.O.lUL'�L990.1Z8'Akm7. 8 WA WA qrAt8A WA WA NA WA WA WA WA 141.0 WA ANCHOR CAPACITY TABLE 8.00.194•®OSTMbt O.C.! ,894.128 Am7. Bk t1JA WA WAWA WA WA 1UA 190 NOl WA WA N1A WA 11 m Ps mapCT'RHVI9BD 2A7141•is®288'9487.C.ClFCfb M 8mm 970m 918m7098 06#1 2BOm 7751 mm WA 440m WA M1m 442m so ms 0$CBp1*Ca all!lito FN4l& sAla97r8 1.7f•948L O.C7F .1 09m 62bm 979m RW 94#1 sMm N/A BBOm NtA WA ROI MtY Mom B1Dm �f0'a�L$.Oj NOTE:FOR THE OFFSET CLIP,USE T14E SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. \CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE 1: FIGURE 2 FIGURE 3 FIGURE 4: TABLE NOTES �J 2 ppp• 87 • • • • • • • ��NIgg t F�_ ]1frt! • • tj SEE SHEET F4pRT%jWV5 OVSWSTEW TAS`V AND SHEET 26 FOR INFORMATION ON LOADING.SEE SHEETS 2 4 FOR `�� o1. NIIJ M1(�F%.. GENERALINa'TALLA OG• • • • • • ��,�'�t�.•''41GtNSE '•.,'P FIGURES: FIGURES: 2)LINEARINTOMA"BllTWREMUNLLBiN67Fd3ANDIOROPENINGWIDTHSI3ALLOWABLE• c • • • • • • • • • • • • • �. 4.000• "� +`: 060.:75705 - 3)MULLION MU Aft CLIPS>�W WA ARE�101•TOWLE FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED IN J • • • • THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE .0 7� :.I j Aft • LOCATI>NS. FIGURE 7: FIGURE 8: FIGURED: FIGURE 10: Cd I� 4)SUBSTmTESCRCRE ETE SAhLL OORFORM TO AEPb01 SPECIFICATIONS.HOLLOW AND GRCUT•FI.LED CONCRETE BLOCK UNIT •.FCOR7U?••' ®• •• • • (FIGURES 5&8) (CMU)3 CONPbRM TO D 3 BE URE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55 • •• • MUST BE USED � � T m"` �2b1}}HI t STEEL STUDS YX4•X.25'Ml1LLtoN ® IN PAIH3. GAUGE).STW1CTt*&L STEEIP E T LiA3 1�TWClrarwD A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW A.LYI��II CI R,P.E. • •• • • THREADBOEYOND•THE MATERIAL.#10 w#12 ANCHORS INTOtWOOD MAY BE STEEL,I"S.S.OR 410 S.S. FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 13A Mwbo Captay Tabl•OSM YYldtbtfor t Mn9nn19m)oropeningHe od 7 ) cW� - so wh my win 00 In 100 in i2oY Hob twat rteo T 7 + RooWnr w T"11ftla• (ted• 7mpnsre• ' > Tm#llmg• R-Iono a TreOMM heel 4 � 2X83.26 Loaft too" L laafto Loaft tromp im" Loaft Loa" Leaft U•aft L•aft Laaft tmmo Laed18 tm�7c tmdre tmlllm �• 7M Tabs �' � �' if, 9 fill I m 4270 TNA 820 1T(UI 4861170.01744 17&0 478 170.0 0.w tta0 500 1700 692 Iiia- OW 17&0 1418 170.0 821 170.0 1210 170.0 wt 170.0 tow 1700 521 170.0 tM 170A 521 170.0 1083 ira0 021 �N 170.0 766 170.0 144 170.0 830 17&0 864 170.0 782 170.0 dw 1700 1188 17&0 651 1ra0 1275 170.0 877 170A 1417 1700 Bw TNA 1700 tm0 050 170.0 189 170.0 Bw 1ra0 22W 170.0 050 ' W 78.891n tt0A 747 170.0 03 170A BBB mo wt 170.0 1015 170.0 04 176A 1105 17&0 79 170.0 1818 170.0 747 i70A 1484 17&0 705 170.0 17M 1700 705 170.0 2092 170.0 705 1700 2wt 170.0 705 ll! �p O d♦b 17&0 7W 170.0 812 17&0 055 170.0 891 170.0 5118 1730 781 17040 1276 170.0 803 Imo 1434 n0.0 887 170.0 1051 170.0 055 t70.0 1878 i70A 881 170.0 2x31 110.0 851 170.0 2050 170.0 551 g Go in 170.0 505 170.0 701 170.0 1005 176.0 787 170.0 12n tra0 Bm 770.0 Hn 170.0 944 170.0 104 170.0 0B 170.0 17711170.0 1033 170.0 2123 170.0 tM 170.0 2470 170.0 1058 174.0 2053 IM8 wb 1730 e30 170.0 745 170.0 1Iis 1700 505 trao 1052 t7mo 040VE 1488 170.0 1015 100 1679 I= tole 170.0 t� 170 1122 1704 291 170.0 1105 170.0 2866 170.0 1171 (7&o tam trao n7t � 6687 17&0 974 1ra0 705 170.0 1705 170.0 110.7 170.0 1984 Imo 1058 1700 1030 17OA tM 170.0 t1w 1700 ton Imo 1210 170A 2388 170.0 1270 tra0 zIET 170.0 1205 170.0 bttt 170.0 1205 Z 72h 170.0 mw 170.0 0.e 770.0 tam Imo I4M 170.0 1188 170.0 1171700 17&0 1278 TNA IS% t70.0 1315 170.0 2125 tt0.0 7307 170.0 2550 170.0 1405 170.0 0578 1700 1570 tt040 3105 1700 two g V�mil 7291 170.0 100 I70A M 1700 1219 Imo I= im40 140 tt0A ttw 170.0 170 17&0 1372 400.0 7019 17040 1421 1730 2243 17&0 I= I= 2052 I7&0 1878 170.0 8110 17&0 IOW 170.0 390 1ra0 1705 tott0A N61 170.0 oN 1040 ISM 1700 1116 Inc lett 170.0 1050 170.0 1848 17&0 1309 770.0 2872 Im.O 1474 170.0 2202 imo Iwo 1700 2705 fM 1700 170.0 0523 7700 IM 170.0 3663 170 170589H 7700 1328 170.0 71M 270.0 1M4 170.0 1528 imo 18W 170.0 1498 170.0 2125 170.0 1853 170.0 981 imo 1105 170.0 nu 170.0 me 170.0 3105 170.0 2105 160.0 3/13 I70.a- 22(3 19&b 3418 t70.0 208105117 170.0 1417 170.0 192 t70A 1700 1700 1491 170.0 IBlR1 170.0 189 1700 297 170.0 104 MA 2W Imo 1955 170.0 nn 1ra0 = 105.0 310 170.0 938 IWA 3199 INA 2470 120.08188 105.1 2f26N 11413 170.0 1884 170.0 740 170.0 1813 170.0 1817 170.0 2231 170.0 180 Imo 2550 170.0 7078 161.0 1171&0 161.9 2339 19.8 2161 HOA 981 10&9 2781 Ma 294 0.67 2781 I18A 2105170.0 INS 170.0 1484 170.0 1805 170.0 1700 170.0 7200 imo 1982 170.0 2021 1700210 M.S 740.4 2216 1H.B 2� 12&4 MOO WD 2052 1131 2128X 1700 1771 17011 1148tt0.0 2125 170.0 780 t5M 2262 480.0 1801 105. 1 ?262 88.8 1872 711 2282 B&9 1805 8740 2� B1A 1808 04125.1 1051 105.0 1448 1011 1081 10&1 1422 80.4 1881 B4A 1407 782 1854 707 13W 05.8 4 05.7 1305 821 1054 0540 1390 M.T 1681 182 1308 38.1 7051 1440 1'058 .N 7 E 130 ANCHOR CAPACITY ADJUSTMHNT FORMULA; All substlawl 2.7k COMM An 3.Oktbm Tow pal moo mCMU fawcm1 PT VOW I abtm (pp )Xf ANCHORCAP.�•.„)-ANCHORC.AP.- _f Y18'woo imsoEbo 5rm-I9m 114.8SOM MO8tem MSW H281es1 Ae6hmCIPPaKams AndwTom 3nB-FmUIMW tWEb•UNmer IAbeom 9NVEbow. IwEw0�0A AgpeOaw UUO-M APIMOM r o"am m somm71387 so"(135) USE THIS FORMULA TO OBTAIN THE°ANCHOR raa-•aelsaoa r I 24? I 2 >tra r Zara• r 2 ue 2 ave z a4e• oAr 0.72.0• CAPACITY REQUIRE'CORRESPONDMtO TO AN F.mba�ea tau• tad4' t-97P t4V4• r 1-vr 1-tw t-1u• t-1f4. t-vr ta/r 7 tare• 14B' rectae ACTUAL.PRESSURE REQUIREMENT FOR THE W-m .aarem8maIN 341 me 5670 OPENING,WHEN IT is LOWER THAN THE MULLION 10.C./etmgam torotae0101p 3!: 7wm Tw24 80024 /76670 39270 8mm WM mem 44wm 74S24 127270 10228 66224 MEN 112070 CAPACITY(FROM THE TABLE)OF THEL 0.Q i stemmaralwo Wp 111124 1480 tW 250524 WA WA 7wm 10w24 WA 705 WA 180524 t7NOb 9mm MUWON.IT WILL YIELDAMINIMl1M NdCHOR 8'Nln.aa t632a8Anp0eWpaltfq.63 7wm 705 be Bw24 1005le 1M8m Bm24 05024 WA man 745 805lba tw m 68270 60524 ilmmsCAPACITY WHiCH MAY BE CRIED TO QUAIJFY TWx.O.Q lGUMAWOPIIR9•e7 180570 ISM 13Wm9=am 24 mwm N20B• WA 107Dm 14670 1705 ma 1434 R• 136370 17MFA 224070 ADDITIONAL ANCHOR OPTIONS FROM THE Aga O.G I{212a9Aaa-b l2lpe/ T3 780570 21(1024 144070 870570 WA NIA 192070 WA Im WA NIA WA 257824 205670 39024 ANCHOR CAPACITY TABLE. PRt9WCT It13VtS� 4Awbmin t.9r 8430.0.1�.Wo.t9'Atan-(FIa-. NIA WA CUA WA WA 1Wl 709.0 WA Nr/1 470.0 N01 Nal NIA 140570 Bwldh l W. YmPPot7i BAroMm 001L 430.0.11it2p.lab.l2b•AWm.1Fq•9X NIA WA WA N01 4040 1640 WA NIA NJA WA WA N01 NOL NIA 26019• h--2.006"--`i DsslldLsg Code 16�s$.O 2 4y4.w'714n.C.CJ F•cxP067.107. 300®• 30000 40070 0070 401800 2Nm 30004 30170 74870 37424 83870 91870 84170 44270 511070 AwapimasDate o r fl 4AttWm 1.7r4Ba.QCI ¢b.1t 69.00.• TOObs 5w24 12wm WA WA 47070 WA 53370 nA 122.0 WA BB224 aw24 112970 •�0. NOTA FOR THE OFFSET CLIP.USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLI. TABLE NOTES: B7 P7•Quet' FIGURE 1: FIGURES: FIGURE 9: FTGIAtE 4: FIGURE a: FIGURE 9:FIGURE 10: FIGURE 11: 1)SEE SHEET 1 FOR INSTRUCTIONS ON U81NG THE TABLES AND SHEET 26 FOR INFORMATION ON 1 t t 1411 11/1. • s • • • • • • •• • • • • • UWING•SE%SHE"2.4 FOR GENERAL INSTALLATION METHODS. \ q M/ '� 1GY-NSC''•.• ou • • • 2►LI71EAIidN'IMRP9HATIdN BETWEEN MULL LENGTHS ANINOR OPENING WIDTHS 13 ALLOWABLE t • • • •• • 41• • • i • ••• • 6.000' 4•:' '•.�"r�� • • • ON CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS • • • • • • •• 3)•• • • �OiRI Lm IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON rF - AI4GUFms SHEETS 21-23.FIGURES SHOW SUGGESTED,APPR0J0MATE HOLE LOt ATION3. A•FIGURE& F'IGURE 8: FIGURE 7: At�� •tl '.CUP 4)))))SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND OfiOUT FILLED ';7� '• g n• CRETE Bj� SHALL OF 0.6.A TO ASTM SIO.WOOD SHALL BE BE MINIMUM AT.1 C •..r[oRiOA•''!�,• • • • • • • •� • ,.MUST • • �yyyy N AN 30 OF 0.18.ALUMINUM SHALL BE 8083 T6AND BE A MRVIMUM OF.128" • • • • • • • ••• lISED1N • S O A AN GRADE 33 AND.046'THICK(18 GAUGE).STRUCTURAL STEEL TO i I/ • 41 Rg • • BE AiLFAST4A2�THWKA�ND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 39CRENt 2•X 6'X 28• A.L(It�N MILLER,P.E. • • 'THREADS BEYOND THEIMATERIAL.610&I12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION FL P.E1168705 • • • • • • • • • • ••• • • • ••• • • TABLE 14A foil MuiBon Capsaft Table Openl Wltta�po�lwBcegFapmning mmona)or mos HaW fIbartw muA m) 0!J• m w1, BON 70N LwN Boln tw1, n0 in 1401, twin Rem fill,LoeW Lo W lla TM7rrte,9. R0116Mular rreA rdat• Reote•Wor Tiro• TrepRFlar• Reola•dm amm TR9rf4m• Trea Itmft 1.28"x2.11" loacRivv Lea�O• �$B• Loedp Long �Q$Lo06N9 104.1• L09816 Leatl4• a8 $$I XTabeM.12r AWm 1A � � fill, N ro 421, 144.2 03 1870 428 1201 BP8 1%9 418 1W0 826 138.8 414 90.1 QQ8 134.8 411 801 628 1341 411 721 628 1351 411 80.1 M 134.1 411 61A 981 184.1 411 481 628 1341 411 481, 948 403 1080 933 80.8 403 847 378 88.0 409 88.4 810 80.4 403 St4 3n 63.7 402 78.1 315 48.3 403 78.8 314 40.3 400 788 91/ 858 403 78.8 814 30.2 403 78.8 914 w.W6N 823 an 81.0 801 889 982 78.9 286 688 387 71.9 789 BLB 3B0 871 288 48.7 387 84.8 284 /11 9B2 B88 289 343 382 Bib 289 78.4 382 83.8 781 287 3B2 6t8 283 N1, 07A 918 741 287 BBA 318 052 261 48.8 3t8 87.7 2x8 42/ 818 635 263 37.1 318 60.8 2w 02B 818 4A6 248 283 318 49.1 248 ?4.2 818 48.1 2® 21.2 818 481 248 In 488 7w 63f 218 d11 268 487 214 383 268 40.7 210 90.9 288 371 207 27.6 768 30.0 204 747 26B 334 2oa 20.8 768 371 201 17.7 768 822 201 186 258 922 707 t� 831, 4x.7 2� 4S8 20D 888 234 381 iN 30.6 23/ -1 192 28.7 234 31.11 189 217 234 79A 188 21.4 794 280 181 17A 234 288 189 183 294 28.8 183 124 284 28.8 183 BBIn 871 213 394 IW 31.0 213 837 178 288 213 29.0 178 212 20 27.0 173 180 213 28.1 170 18.8 219 237 iw 16.6 273 222 787 19.9 213 220 188 1t8 213 77.0 1W Z $ g 7210 288 178 3D.1 1w 238 178 26.8 191 10.4 179 1=5 I 149 17.8 n8 20.3 147 189 118 187 146LL 701, 253 181 284 140 20.3 181 21.0 137 17.4 161 so ISO %2 181 17.0 193 � M I 78 In 228 '182 216 139 188 1N I" 731 181 t62 ne 178 A P T 1 ANCHOR CAPACITY AOJUSTMENT FORMULA: P P alxhorC Two Ob" ANCHK7RCAP.•,- �j 3 2 CoOciEDB L F71e0C1a1 MA• (OP,",)X` ) ANCHORCAP.,®7AP OB Eko 1coetDsten ! Stasi e12stew MULLIONCAP,,BTA S2 gsehorCllpPn/terin A•1•r7YK NWEe918m en IreecDWreeon br1y.eeovmaen veecowll+m AppMlata OWeeon A2ge0516r Ocrev(061 sues &re•(a� USE THIS FORMl1LAT0 OBTAN THE ANCHOR 1• t6rt• $17C r e 1B r 0.48 um- 9.9ar CAPACITY REQUIRED'CORRESPONDING TO AN 11w 1•V4' 1-i/4• 1Afe 1.114• 1•ve 1•ve 2 i�&8' 1•te' 1s1,c ACTUAL PRESSURE REQUIREMENT FOR THE O /Me Len .c.7 2t6 7 08 ea te96.3 64Den ms 748ID6 •a 6B20s me - OPENING,WHEN IT 18 LOWER THAN THEMUIJJON 7w1dP CAPACITY(FROM THE TABLE)OF THE SELECTED g MULLION.IT WILL YIELD A MINIMUM ANCHOR a CAPACITY WHICH MAY BE USED TO QUALIFY -7 ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1)SEE 8 WET 1 FOR INSTRUCTIONS ON LIST THE TABLES AND SKEET 25 FOR INFORMATION ON LOADING, 1.1Z�. .I z R�l�REYI1V SEE 8HEETS 2-4 FOR GENERAL INSTALLATION METHODS. I 1 Building �gwlWtltoFla'1m1 2)UNEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE IA + OTq�GrOxIB.a f FIGURE I: ' �Z) 3)MULLION AND MULLION CLAS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. F-e HOLES TO BE DRILLED IN THE FEW FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.116' BT FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. � ANGLE CUP MUST SE USED IN PAW. •JLC 12b' 4)S IAIE3:& C TF�9111�L•l�N T �13PECffICATION3.HOLL�NANDOROUfFILLED CONCRiTE BLOCK IT(QW SV&b Qit3Bi0 ASTM Cd)D.WOOD SHALL BE PRESSURE-TREATED T �� OC • ' �F YELLOW SOUTHENNWINE WITH AN S8 Op @W,ALUMNUM SHALT.BE S3•T6 AND BEA MINIMUM OF.126' i �� '\\GENSF •,P �l THICK STEM STUDS TCJBE1l MA9IMSM llRAIlE 33 Ahs.045'THICK(7S GAUGE}STRUCTURAL STEEL TO BE AT 1.28•X 2.11•X.126'MULLION LEAST.O THIdi�AAD A3j.ALL/=F0%A2D 1%0vrAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FN Mt LUM I) �i�. Na.G6T05 '.•+c' THE MATERIAL.#10 8$12 ANCHOR INTO WOOD MAY BE STEEL,18$S.S.OR 410 S.S. Of r Ltl, • • • • • • • • • U a r sl •• • • • • • A.LYRiiiA�,P.E. FL P.E.#68705 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • TABLE15A lol - mulftneapeowTarts Opening (Wvm21alyapar9irg116 moft-oft -) 888 6" 80N 70 to BON 00" 100" 110N main 10N �Gti Rem 14 7 en8• Raie w 7 0.508 n cbmft Tt�I01A19. Terre• f> • neatena4ar 7iaptafex9. Ream90e 7faptONA9. a ti .1,26°SO 14a2aO Lwft I45a00 1ne®59 1�1g to3aen Lmdrt9 to�q LmdnH lleig I4aOm U� 5L5a09 leading ►45Q69 Loop LeeaOp et! 11 BAYMBLL � 1 11 1! � fa � 42N 170A 626 170.0 485 170.0 744 170.0 470 170.0 26 170.0 002 170.01 170.0 010 n0.0 1116 170.0 625 179.0I 1240 170.0w 170.0 1488 170.0 60.1 570.0 1796 170.0 82t 14.01 1710 170.0 61 48 N 170.0 706 170.0 824 1704 060 170.0 084 170.0 17Q0 090 170.0 1188 170.0 61 170.0 1270 170.0 677 170.0 117 170.0 800 1622 4622 170.0 080 180.0 160.2 170.0 880 1148 1872 170.0 600 N 6826N 170.0 74 170.0 66 170.0 800 170.0 681 170.0 low 11x0 004 1702 1196 170.0 723 170.0 tart 170.0 747 1012 1448 170.0 768 538.0 1449 tTOA 788 117.8 1448 170.0 768 1026 54W 170.0 788 W Q 64N 170.0 797 170.0 012 M.0 B68 170.0 M 1711.0 1118 170.0 704 170A 127S 170.0 03 ICA 1998 170.0 687 144.8 1353 170.0 B6S 1208 13Y4 170.0 081 tW.1 1363 170.0 881 62 1889 170.0 061 � � J SON 1T0.0 6N 170.0 701 770.0 1065 170.0 M tm9 121tt ITU 076 140.1 5219 170.0 944 129.9 IM 168 1198 150.0 1218 1021 BT4 972 1210 146.E 913 682 1218 14a1 818 79.1 1218 14a1 9t3 J 0 . 170-0 B30 570.0 746 170.0 1110 17U 000 1602 1150 5848 938 IMA 116 168.0 911 418.0 1160 112 16.1 116 1362 066 B72 116 Mal 871 76.1 116 M62 970 1{5.7 tt6o 1'182 0.o mt. 974 170.5 708 152A i M 168 891 130.0 1018 148.0 864 1148 1018 139.1 060 tw-u1010 M21 912 1049 1t8.8 880 762 MM A 021 68.8 1016 1002 010 87.1 tDM 1022 810 : 72N 140.9 SM 172 7& MA 000 Mao 140 100.6 860 110.0 784 80.0 880 100.0 772 7a2 6.0 712 70.4 880 892 7O8 60.7 680 792 685 QOA 880 70.6 86 44.0 880 78.4 �j 79N 419.7 M 120.1 690 926 790 116L4 6M 6A 780 OL3 SSS 748 790 582 809 86.0 TW 782 BN 6.9 76 71.7 56 492 TIM 8&1 024 68 790 @.1 818 372 7W 81.6 w7 Q 78N 410.0 '180 116.0 867 923 760 90.1 6N 70.1 790 60.8 882 022 760 77.1 0.21 wA 750 70.8 812 00.4 76 867 606 482 780 8&4 64 392 M OU 808 34.5 760 66 889 90N 71.1 66 742 N70 50.1 803 1{20 4w 61.8 M3 54.0 408 40.1 609 40.9 476 40.1 63 44.4 460 80.1 86 402 462 302 608 892 482 28.6 083 59.3 446 71.6 003 31A 442 C DBN 6.4 498 w.t 4M 492 486 512 436 422 496 44.0 427 37.1 496 320 421 582 4W 3a1 416 29.7 496 332 409 24.6 496 2&1 M. 212 496 282 888 18.8 486 262 890 N 100" 41.7 391 422 36 34.5 891 982 SM 292 8w 81.1 362 20.1 581 272 337 0.32 391 242 331 10.8 9w 22,0 3'ffi 172 391 19.71321 142 3w 178 310 p N 411 in 382 970 62 336 ffi.0 370 332 990 VA 970 2SA 326 242 310 26.3 920 0.1.4 370 228 3M 91.2M 249 312 182 990 18.1 305 pp 120 In 30.4 MT U11 189 208 917 282 284 21.7 917 22.6 R9 10.0 317 18.9 279 1a8 317 17.9 273 Q lq Q O 0 47H- 1441n 172 210 178 799 �J000 ANCHOR CAPACITY AWUBTMENT FORMULA: 4. TABLE 15 Andtor TebM F109asCt811 F000MU fR mew NP-)X tANCFIOR CAP.,„,,,..`-ANCHOR CAP.® suuatmte 2.7k ce 9Ot ooro. MUId ION CAP.,,, e, tl4.88 Sko 9tM'6900 tt4•p Dm 610 Bhel 612111W ala eNe1 AnoLtorCUpP61f6wns 9116 t]Oo0tuw55 1d•FboUftoon N umm 3rt6 6eollflaloan rmw1d t9a510N0.1 A IlOmoa6 A9> s•esto6)8a5•(Q67 8are•t06) USE THIS FORMULA TO OBTAIN THE'ANCHOR Gape�14Nn00(eE r 24rC r 21/C 30.9` r 2.7/X r 21? r 3116 r 0.48• 0.66• 0824' CAPACITY REQUIRED'CORRESPONDiNG TO AN t:m6e•naa tato• lata' tact• t IF 1-ife Hart t-u4• 1•td• 1.114 bid• r tare'' 1199• edea ACTUAL PRESSURE REQUIREMENT FOR THE 0.1 276 ! i 9• 41 pq 0• me 881 40 M 31 @o 720 8612• 4410 5 F. , OPENING.WHEN IT L4 LOWER THAN THE MULLION o.0.lW2a8A1gie taps!(Fb.27780®s mit t670Re Z82SD�5 6M•5 68086 192 t1PD l0e710ea tY1CAPACITY(FROM THE TABLE)t 11HE SFIEDTED ANCHOR OA.f 216Md5 ! 9t 11206m 02006 86 me 7248185 10.806M WN 8MW5 188CAPACITY WHICH MAMULUON.IT WILL RY BE USED MINIMUM ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITYTABLE. PRODUCTRSYISED softwm go Flaft FIGURE 1: TABLE NOTES: BA Ne l6.1D218 G3 • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. DOW ?D21 SEE SHEETS 2-4 FOR GENERAL.INSTALLATION METHODS. Bp 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WDTHS IS ALLOWABLE. 1 t 1111 1 t t FIGURE 2 •• ••• • • .12G `\��t�C1(1,YNN 41/t, 3)MULLION AND MULLION CLIPS SHOWN ARE NOT•TO✓iCJ111E• �1 yyn W?OtS,SEE SHEETS 21-23. • • • • HOLES TO BE DRILLED IN THE FIELD 14BLLOWING O(MEN*j*NAbRECTRi6T1t6NS&HOWN ON SHEETS 21-23. 3D' A' tpVNSF '•. FIGURES SHOW SUGGESTED,APPRO�TE HOIL•LOSATIENS► &25M was • ••• • � : ;r 4)SUBSTRATES.CONCRETE SHALL t'�IJFOR6�*;C1 A SPECACATftftOE2 WAND GROUT-FILLED FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM Off.WOOD SHALL BE PRESSURE-TREATED • • • • YELLOW SOUTHERN PINE WITH AN SG OF R86.ALUMINUM SHALL BE 6083 76 AND BE A MINIMUM OF.126' 4.,v T!�- /"�(J I g/� I L THICK.STEEL STUDS TO BEA MIN UM GRADE 33 AND.046'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 30•BAY � 34.07E F �l! LEJt3T.126"7HIC1(AND 218.ALL MET E RX1�TID AT Lll�T 3 80REW THREADS BEYOND MULLION • • THE MATERIAL.010Sx712ANCH DMAY�E> L,JPB&S.dttsioS.� "�UR��•.F(OF?lDP•'��f,1\: ANGLE C.IP(FIGURES 1-3)MUST BE USED M PAIRS. • •• • • • • • • • • A.Ll l MI 1 R P.E. •• • • • • • FL P.E.#56705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • e • •• •• ••• • • • ••• • • TABLE 1139 - abll8on Capsav Table se Covent"tMlsMt(frvmcaw4pwdq r ftm)or ft Ha {LOft1D1120f101 I11g1I61iiW6) 4W' a! 10h Mh lain SO In 10h 110 t0 twin 1401a 1Mh i tlleatNenB• 7w01fAenD• h Teiplsfer@. Rs4taasim 1"ff nn9 tinct• 1YeptTdanp. TaepRdm�e. R OIL T�tTO . t Tw-- Reeaneuls Uep7Tdlxm• o 32r 45 t tow9 tow9 tow9 toedkg town towg tom toa•q toadng toedls tawo Loft tom" Laadt umft Ln" Lwft x d RAYMULL fill DMAL fill,� � � 40.61 1709 00 170.0 455 170.0 7u 170.0 478 ,TOA eM t7ae Ma ,709 eM ,709 ata 1709 1118 1709 eaf 170.0 1240 170.8 sRt 1709 1488 170.0 alt 170.0 1155 170A aRt 180.3 1671 170.0 621 3 4aIn ,Tao 706 170.0 554 1700 660 17x0 6N 170.0 eel ,709 Mo iMO 1133 170.0 ON Ilan 1278 tm w 170A tn7 570.0 880 183.1 %D 170.0 eM 140.3 1637 MA G55 12La 1557 170.0 GM GOMM ,10.0 747 170.0 Dag 17a0 MB loo s3, 5709 ,010 Ila0 ON 170A 1596 1 O 723 1709 134b MO 747 17010 1401 1709 lee 147., I= 170.0 755 178.5 1852 570.0 M. Hao ISM 7709 Tae � 0 0.4 in 1709 787 MO 612 470.0 955 1709 891 5709 1118 1709 761 1709 1778 170.0 803 1TOA 140.4 t70A 837 188,2 1455 17x0 866 1203 1466 1740 681 110.6 1486 1709 Mt 97.0 USS 170A Mt 8061 1709 eM 170.0 Tot 170.0 5063 1TOA 707 17&0 1240 170.0 878 107.1 1309 ,70.0 9N t3a7 1509 170.0 MO 120.1 taw tOU Mt 104-6 I= 187.1 882 553 130.9 167., 552 769� ISM 16L1 eel Mh 170.0 MO 745 1709 1118 5709 SM IOU 1247 1709 ON 1429 1247 1043 M3 128.7 1247 ,SRA 955 1t4A 1217 144.3 115! 55.0 1747 136.2 936 61.4 1247 139.7 098 A.3 1217 1aaT o55 UJ Mkt 170.0 1174 t7a0 7M 170.01155 77OA on 1484 1190 IOU eM 1109 1100 147.9 045 1154 1100 ISM" Me 1099 1190 12M •M 86.6 1190 119.5 MO 742 1110 110.1 w 849 1190 110.1 655 Z N 7294 181A 1010 110-6 977 151.7 1010 144.0 889 1164 1010 1772 SO 101.0 1010 114.7 an as 1010 Me 017 US ,010 911.9 OW 57.3 1550 BOA 7M 87.7 1010 117-6 700 as 1010 a7.7 755 7 z 78h 137.4 9011 143.8 7M 1149 SOO 1779 rN 55.1 900. 157.1 781 ase MB 552 755 78.9 e0B 552 750. 55.7 556 W-3 729 672 100. 747 718 40.1 ON 712 710 4ao MB 709 755 } 78h Pl7.1 Mt 1328 761 105.0 e61 1183 730 BOA Mt Baa 729 79A 881 SU 713 Tae M1 619 703 0].8 661 78.4 554 a3A 887 55.1 551 464 885 84.0. 0.78 38.7 561 55.7 BM loin SLIF 60 O 4 674 Gas GIa 721 am" 55.1 818 as 554 at] 0.18 0&1 546 40.0 w SOA 0.37 41.4 04s 47.0 630 343 SO 413 S19 783 855 30.2 811 28.0 816 563 M7 loin 662 665 Tat SM SB.B 855 55.1 455 40.7 558 614 491 41.e MB 49.8 455 379 ON MA 478 34.1 555 Al 470 55.4 558 83.1 455 212 555 30.8 462 21.3 SSS 2&7 4a tOBh 479 459 4170 455 39.9 449 412 899 Sat 419 35.7 355 293 440 31.7 367 28.8 449 28.8 355 23.0 448 20.1 877 20.0 449 2L7 355 17.1 449 10.4 961 ISA 449 169 556 N C7 /1t h 55.1 455 469 955 SILO 425 379 370 31.4 455 37.9 378 RTA 428 10.1 987 R43 428 162 982 721 4R8 249 MD 184 455 55.7 8110 163 455 16.0 348 0 110h 349 354 363 30.1 2&1 364 20.8 0.20 219 969 253 Sm 21.5 3640 917 IRA 554 2D.a ata 173 384 1&7 309 Q Q 144h 202 ffi3 10.4 zt3 163 Ms 0.1 1 d ��18S ANCHOR CAPACITY ADJUSTMENT FORMULA'. Ce Table 1tRA1 PT1Mmd mom (D_)X(ANCHOR CAP.,,,•,.,., ANCHOR CAP. s Copp M &5kow. `MUWON CAP.,,,,- AeodwTypa 3116'sine1 bom fN•EIco1101p1 51f 3116•EwUFja=- iwanubmw 4 '�Oo 114.811 Etao O1081ee1 H26IeH p28leel AsohorCi�P•rtem• M 6ow•8a3)8oro. 8mer(OS USE THIS FOWdlAATOOBTAIN THE'ANCHOR E�t Isla m ,• 2 t/r r b112 sus r aur r R 1? r a1l8 r 0.46• 064• 0291• CAPACITY REQUIRED'CORRESPONDIN4 TO AN Em6adn�d t-8Ic fsN• 1.314• I-N4' r t-lac 1-t0.• I.tw 1.10.4• I-fW 1410 r 10.16• VOW ena6 ACTUAL.PRESSURE REQUIREMENT FOR THE 2Amkae@6• O.C. Ix8 1>apeJPq.1L S. I 0•x Rs 4 Ne tke 341.9 441 D. a OPENING.WHEN IT I8 LOWER THAN THE MULLION YIELD 4 Atp6•e M 93•pSn.o.C.r C$2i6 0411s J(Flo 2k 760AMINIMUMANCHOR 0• 780.2 78065 1670tbx 64D 6n 560. wA H901Ea 741111. 855 9ro 18920» BM 0• 80.611• 1120•e CAPACITY(FROM THE TABLE)OF THE SELECTED 6An8.1e 2.7f•S5n0.C.at11216AiotOUNPa 37 112055 112065 =•x 22M1ha a>s NtA 840 ma wA 155964 wA 132065 NJA t0a26s >�®" 6° CAPACITY WHIMULLION.IT CH MAY HEUSED TOQUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITYTABLE PRODUCT REVISED as ewnplyiag wish me Flealdh FIGURE 1: Ra8dt11g Code TABLE NOTES: Ac-pma If.-oms.03 7)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. Ex t0..Date IDZI 8EE SHEET8 2-4 FOR GENERAL INSTALLATION METHODS. By FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDlOR OPENING WIDTHS IS ALLOWABLE. SHO 8 TO E DRILLED fAND N THE FIELD FOLLOWING OW�OMT1�WdA CUPS SHOWN ARE NOTCO SCAW- IEMIRiSTI NS SHOWN 8,SEE SHEETS 21-23. N ON SHEETS 21-23. 12F ,�^ '\' Al 4YNN Aar�� • • • • FIGURES SHOW SUGGESTED,APPROXtts�A=E HO"O T NSi • ••• •• ��\:'\\C,CN3o c 4)SUBSTRATES:CONCRETE SHALL C&%R6A Ta%C13018PEaArATj&S.�• &870 AND t#tOUT-FILLED 3.25(` _ ptU.G6'.05 FIGURE& CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-80.WOOD SHALT.BE PRE88Ui C-TREATED Lt - • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T6 AND BE A MINIMUM OF.126• yq( � - THICK STEM STUDS TO BE A MINI LIM G 33 AND.046'THICK 18 GAUGE).STRUCTURAL STEEL TO BE AT ,S,�Y =C1'•, "• N j tJ� LEAST.128'THICK AND 938 Ali HqS(VC MET DAT 3 801QEW THREADS BEYOND : Of• UJ` THE(NIATF�2IALA108#t2ANCH0ijS W MAY�E LCL SS0 1085` �QT�,..F........ �CO1; ANGLE CLIP(FIGt1RE31.3)MUST BE USED IN PAIRS. • •• • • • • • • • • �� ((lN A1 \ •• • • • • • A LYtdta11M114 LER,�.E. FL.P.E.A 68705 0:0•• • • • • 0:0•• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • - la -� tow t.000• a �C r 12V I tz6• alae° Yj T 2764' .12G 3.1� � d .126' L126' .126• 2040, 20�' 268' 21I`18' g 0] 600' L 126' N L 926" 376° 376" .-880' N r r -r r[l 1X10' r f'X2•X.126•MULLION 1'X2•X.375'MULUON VX2.78'X.3T6'MULUON 1•X276°X.WMULLION TX 3.126'X.6'MULLION I.WX3,lwx.2wMULuON 1.2•X2.11•X.126'MULLION 8083-T8 ALUM. 6083-T6 ALUM. 6083.78 ALUM. 6083.78 ALUM. 8083-TB ALUM. 003-76 ALUM. 0083-TO ALUM. XSECTION XSECTION X•SECTION XSECTION X-SECTION X•SECTION X3EC7roN (4 0 •}�{x.728` �x.126' -"9I--.726° � "' TABLE A ,88 1 I STANDARD CLIP R 80<ANGL CUP Dbnemlon Value(In) For NkdHm: g 0 2.000' I 608346ALUM. UM X•SECTION 2'1 U•�� 2440' XSECTION A tem 1•XY X.128° 0. ^ Z I 6083.78 ALUM. I .126• 8 2654 (Jj r'• 'a" nftm .126' X SECTION L C 0.� �M WOM all D 0.740 F o 126• yr. B 2404 1'XY X.375° lA 0 6.800• Aluminum CUT HERE TO .376' SAW C 0.� Tuba MWgon U � .376" 3125-1_CREATE FOP,SEE MIN D 0.490 Q o M�, r D6TA0.F.SHEET 4 .378'MIN. IL JCMOTER MIN. A 1.876 r-------- r-------iU CLIP % _ _--_-_i B 3.000 V X2.76'°X L._ J I -_____.._� A8083.78 ALUM. �_ ___________________., 2XSANGLECUP C 0.767 .376AIMYWMTOPV1Ew 646346 ALUM. D 1.118TUbeMIM-STANDARD CUP CENTER OF ANCHOR HOLE MUST LIE WITHIN TEE. TOPVFEWE .4�MbR. 8083.76 ALUM. DASHED BOUNDARY.SEE SHEETS 5-17 FOR THE A 1.312 CENTER OF ANCHOR HOLE MUST LE TOPM EW R ANCHOR O.C.DETANCE MAXIMUM ANCHOR 1'X2.76'X =WffM THE DASHED BDUNDARY.SEE HOLE DIAMETER:ANCHOR DIAMETER i/i6'. B 3.00 .860°SHEETS 5.17 FOR THE ANCHOR O.C. DC 0.478 AIS DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER+1M8°. SHEETS&17 FORTHE D 0.838 TUbe MuMan ANCHORO.C. TABLES DISTANCE.MAXIMUM POT pant 0 A 4.000 sxenuc'T Rsv1s® ANCHOR 14OLE Mab DImeaden poet#) 8 2.837 1'X3.124'X m e mlAyle�� 6• •37e` DIAMETER:ANCHOR MOW Std.Clip Oftet Up U411P Angle Clip W A� Bvtlding Code .375• -� MW. DIAMETER+VIV. a 0.883 TUbe Mug AeaeianoetJo Uo-o�l .03 MIN. 1"XY X.126°(8) 88805 886113M 8681118M B�d43M 888511M D 1.137 �� r____ __-----y------------i 1°XYX.376°(8) 888008 N8114M 8887118M244M 888512M A 2�b 128°X31 !." 05� I 1"X2 .974" 88807 BBB718M 888112011! 688245M 88K13M B 3.222 X.288 Alum i • 1'X2.74'1(.8 ) • •88808• 688118M OW121M �a46M 65014M C 0.882 Tube Mug R I e i---I---i D I q"X3.126!X!00°�• 16"e 6881118M 6681114M 686242nd 666515M D 1.782 . o�a�,•.:•••..•t(F� �,� 1 1.28°X2.11• i\�';•4�GtNSE 1.tR9'X311�X.2887►(12) $86NM• 61118 17M GN1113M 668241M 86831em L-------j -__ --j A 1.813 .121°Alum R 12r X2.17'X.124'(18) 88370 I NIA I NIA I ISA I M517M Tube Mu8 :: {•; No.58705 u OFFSET CLIPLU LU 806348 ALUM " C Nps • ••• • ••• •• • '"CI'•, i .tom• . �� }!�1'' I TOPVIEW 1)HOLES TO BE DRILLEDiN Tj FIELD FC91.0&ING QAMSMk RF.SsRIC MS GMEN ON THIS SHEET. 740' 2}SEE SHEETS S-20 FOTtSL10flESTED,A14RalOMlLTEHOLE L01CA#ON8&ANCHOR O.C.DISTANCE.so 3)SLE SHEETS 24 FOR GENERAL INSTALLATION METHODS. • • A FL REX#7 p E ••e e • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • -� 1.000• t-- -� 1.000" �+- t' 1 740•my 1S ' .386" �+.{ .12b• -y N-.426' 19 3r 1-126=_X 14 .436' I. 0LIP 4.OW 4•�0' 2,g 2.0B08,118ALL. tANDARD C1AA. 2.126 2.000' 2XfiANOLECLIPSECTION � 8�3-TSAWM..126" I 1�XS ALUTION XSECTION .126• Pt m .126' .,25 031'1 g i .1�i'� v CENTER OF ANCHOR HOLE MUST LIE WITHIN THE 1V 12b DASHED BOUNDARY.SEE SHEETS 640FOATHE S 376• .150. t � 375' ANCHOR O.C.DISTANCE MAXIMUM ANCHOR 4.. 0' to 1•XM4UL� 1"MUWONS 'i'•MUWON 6,6W" HOLE DIAMETER:ANCHOR DIAMETER;NMB°. 8.01W Z 6063•TOALUM. 6033•TOALUM. 80113•TBALUM. 3.126' CUTHERETO .376' MIN. _ X-SECTION XSECTION X4W=ION .376" ��._CREATE FCUP.SEE - MW. (� J MIN. WTAIL F.WEET 4 Z 1.280• 376' Z LLl �y r-^------ I r-------- CENTEROF r- ------ MPL g W co 1 I I I ANCHOR HOLE j I 83 0.0.Wr 1.280' MUST LIEWITH6N [LTHEDASHEDBOUNDARY.SEE-^,- _-_ SHEETS 6.20 FOR2.076' THE AI�HORO.C.3.1 WiiIItOISTANCE. L PA MAXIMUM I I 0ANCHOR HOLE260' DIAMETER:00' .100" .100° L ----_J I-------J -4ANCHOR 1---------------------DIAMETER a tMS. O.1W' 2XSANG824" STANDARD CLIP U•CLIP SOWTB_�• .._l. MUST 8063.76ALUM. 8083•TBALUM. TOPVIEWCENTER Or ANCHOR HOLELIE L -•I Aw 1-- ^-I .l�0'I--• WITHIN THE DASHED BOUNDARY.WE TOPdiEW TOPVIEW IWX&25*X.10(r 1.25 X 3.28•X.824' 1.26'X 3.64'X AW SHEETS 6.20 FOR THE ANCHOR O.C. TABLE C TABLE C,CONT. MULLION MULLION DISTANCE MAXIMUM ANCHOR HOLE (Xmenyn Value ForMWII*n: Dlmetml•n Value On)For Mullion: 8W8•T6 ALUM. 6W6•TS/LLUM. 8W6-TSALUM. DIAMETER.,ANCHOR OIAMETERa 1/18•. 1. 1 'X XSECTION XSECTION X SECTION 0 122W .728' 0 0.800 X.874' H Aurdnm H 1.438 AumW m ��---��----3AW---� ASW' Tibe I 3.260 7bbe MulOml 2.881'--�{ 1�� 37b' 376° F 1'X5' F 2.826 1,28`X&94' U . 7.37T`� •1 1.877' I __ � M1N. 0 .376' 0 1.128 X.824• --- --^ ------� AUNtm H 1.50 AJBmimlm %srpuCT RBVI3PD Tube 3.280MW UWI ;9��„�ft wo am FlyIF 1.25X328' F 2.813 30' MW Bw7dMg Code I I I i 1 O A X.100' F 2.975 B MW DXd 8 AQWFW,� (f•0218.) 128' I I I I I H 1.800 AWI)IPea 128" 46' 2260° i i 1 i i l 1 &�0 Tdw Mw t g �� 1 I I I H I q 1 •• w• II• •i • i • TABLE D 30o SAY 8W3•TB ALUM, I 3.260' gpy� N I 3280' `--:--J ION • I• :`': ''-0-6 �ass of (agaetQA�eA MulSoa SIB.CLIP OHatt Glp U�IIp Angle COp `� Q��1�Porrpatto YNN Mt(�� X-SECTION I • • • • • • • •• •• G • ORT8E1iCt.IF• 1'X4'X.125(10) 88384 868111M 6881122M BM41M 6=18M 'i� .128' 8083-T8 ALUM. 1'X4'%.378'(11) 88810 886112H 8681123M SON42M 688619M 1 No.a0 .228' �+.> 1"� '�j-�--'987' .740° TOWIEW V X4'X.376•T(11) 88883 6801171.1 888112318 SW42fA 88B819M L�X&�'X.iW(13) 20180 8W1127M 6MI24M OM10M SM118M r NO • 000 • ••• •• • 1.25 X&�•X.8?R'(14) 20181 SWi26M OW125M 8882411M 8888118M •'O• 1A ^ 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS OMEN ON THIS S11EE>• • • • • • • • 1.28'X&83 X.824(16) 20182 88817 t7M 8881128M 888241H 888S7TM '� S TE F �~ PLO . 2)SEE SHEETS 6-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. •• • • • • • • • • • 30 Degme(19) 86649 WA WA NIA 8889/10H ''Q�` ''••... .. ••• :• ••• ••• ••• ••• 48 WA WA WA 88W111M �� $ •• 3)SEE SHEETS 2-4 FOR GENERAL 043TALLATION METHODS. FL P.E. 68705 ••• • • • • 0:0•• O • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE E Mull Dimension POT Pert# (•he0t MDillon Std.Clip ll-Clip Angle Clip I �j 1- .1zS ( �i r .1�' .�N .126' a!ltid' 2°X4•X.28(18) 88802688281M 688271M 6886112MI I Ir tk g 2•XB'X.28°(17) 86894 866262M 6E72M 6866113M I 114 STANDARD CLIP I U-CLIP I 2X6ANOLEcxm 8083.78 ALUM. 6063-T8 ALUM. 8083-T8 ALUM 2.O I XSECTON 2.1�i' %SEOIION 2.0D(' XSECTION d NOTES: 1)HOLES 70 8E DRB I F(]W THE FIELD FOLLOWING .128' I .126' .126' 8 00 DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2)SEE SHEETS 5.20 FOR SUGGESTED,APPROXIMATE I�-1.490-►I jj HOLE LOCATIONS. 1.480' 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. LU 6500' CUTU O_' N 3.600"' CRF.A�F-CLIP, S. 376' m 2.000' .376' '� ' SEE OETAL F. .376' .376' �- ,_ MIN. O J MIN. SHEET4 M1N. J -------- ---1--- ------- __ i---------------------i Z : ILAI I I 4.ODD' i i I I 1 - d• 280' rxa'X�• r -�-- --- --� 3.43r + SA T--------� V Q `- MULLION ul 3.438' j60111VOALUM. j j 1 1 I I 1 '378'XSECTION 1 I L z L-------------------"-� MIN. � 4 J co L- STANDARD CLIP U-CLIP.8083•TBALUM. 2X11 ANGLE CLIP V a 0 CBNfER ANCHOR HOLE MUST LE 8083••78 ALUM. r X 4' 18 CENTER OF ANCHOR HOLE MUST LIE 6083.78 ALUM. D, .250' WITHIN THE DASHED BOUNDARY.SEE TOMEW TOFVEW Z=IE DASHED BOUNDARY.SEE TOPVIEW 5... SHEETS 6.20 FOR THE ANCHOR O.C. SHEETS 5.20 FOR THE ANCHORO.0. DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LE DISTANCE MAXIMUM ANCHOR HOLE •� DU1MIEfER:ANCHOR DIAMETER-1118'. WITHIN THE DASHED BOUNDARY.SEE DIAMETEFC ANCHOR DIAMETER+1/16'. SHEETS 6.20 FOR THE ANCHOR O.C. S" DISTANCE.MAXIMUM ANCHOR HOLE y CUT HERETO DIAMETER.ANCHOR DIAMETER 41118'. 6.000" ----2000•"j .376' 3' I SEE DETAIL F. .376° �. 378* MIN. I _S�4A0.F. MIN. 111 --MMIN. 376' 1 I I I 1 I 1 1I 1 I 1 I I I I I re� CT 7Rng%WthtlmS REVISED, 1 I i i ems[* ifo-47dB.O3 ame 20$) .269° 8.000' � -=- T- --j- 4.888 F It 6.438° � j I ••j• • • 6146g • • •I 6,438' I j 1111 I l l l t/ I • I • •ll • • • • • I i i ��`� psi Mq�'�i� I I • I I 1\CENSE 'p !, MULLION y • • • • • • • I 1 '.Si 6003-TO Awl I •• I• • • • • ••r i i No.58705 XSECTION I I I I 1 -376• I 1 ----� MIN. t . - -- -- L------------- �k . 0*0 260' 8ME •••• • ••••• •••• •• ANGLE 003- AL •• • • • R r6AUM. �TOOAL TOP VIEW USE %��SS,•.....,••�`�� P X t MIS I ION,SHEET 17 TOPVIEW q,LYNN wII li- TO P.E . FL P.EJ 68705 000 O • O • ••• • • • • • • • • • • • • • •• •• • • • •• •• EXAMPLE 1•SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR STIES.THE WINDOW FRAME DEPTH IS 2-114•.THE OPENING REQUIRES A DESIGN PRESSURE OF+80AMA PSF. NO ANCHOR Oi HEAD 1)INITIALLY ASSUMING THAT A 1°WIDE MULLION IS SUITABLE,THH MULLION LENGTH IS 72'AND THE OPENING WIDTH IS 3Y+32+1'=S'.REFERENCING SHEET 28,THE COLUMN USING Nil --- RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF I.1W AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+80.01.80.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE r!#te SEE 8Efi FROM TABLE 3A SHEET 7.THE VX 2.78'X.375'MULLION(LENGTH a 72',OPENING WIDTH a 70")MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-%A PSF AND WOULD 6 n FENEBMT10N NOT BE SWTASLE FOR THIS APPLICATION. 6 Tf pRomxm 8FE2ET• - M APPROVAL 23 FROM TABLE 4A.SHEET 8,THE T X 2.78'X AW"MULLION(LENGTH-7Y,OPENING WIDTH-709 HAS A DESIGN PRESSURE OF+1-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE tt T OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 08 LBS. fAIUON 4 2)USE TABLE 4B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE BOTH THE STANDARD CLIP WITH(4)012 ANCHORS AND THE 2X5 m �•; ANGLE CLIPS WITH(4)012 ANCHORS HAVE A CAPACITY OF 888 LBS.THOUGH EITHER ONE COULD BE USED.THE STANDARD CIDP I8 EASIER TO INSTALL N N OEI'All.6, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS.WILL 8F�ET• APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. g N IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS 0-W.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 638 LS&ALTERNATIVELY, Lu �aRrO ANC—KM 94 VIROMI RL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: i,�3C D I "t TN (eo PSF}X S =824.8 LBS (MAYBE USED TO QU{WFY 010 STEEL SCREWS FROM TASLE 4B) g j I- op z t THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL THE WINDOW FRAME DEPTH IS 2.3/8'.THE OPENING REQUIRES g DESIGN PRESSURE OF+50.0-86.0 PSF. LLD Z FOR THE VERTICAL MULLION: Q c 1)INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SUITABLE.THE MULLION LENGTH IS AND THE OPENING WIDTH IS 38'+38'41•=7J".REFERENCING SHEET 28, 2 THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT 18 AT LEAST THE WINDOW FRAME DEPTH OF 2-318'AND WILL N wp0 a EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+80.01.58.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIM USE THE NEXT LARGER SIZE AVAILABLE. N IL FROM TABLE 3A,SHEET 7.THE VX 2.76"X AM MULLION(LENGTH a 108',OPENING WIDTH e On MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE 18+/-16.1 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 12A,SHEET 16,THE 2•X 4°X 101 MULLION(LENGTH=108',OPENING WIDTH a Wn HAS DESIGN PREF OF+W7 PSF WHICH EXCEEDS THE REQUIREMENTS a 0 go FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 871 LS&MTATIA g �JAl . Sm 81ffE78 BECAUSE R 18 NOW KNOWN THAT THE MULLION WILL ADD 2"TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 38'+38'+2"=74',NOT 73'AS PREVIOUSLY FENESRAT01 2�1 ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN PK=APPROVAL THE 73'DIMENSION(36.1)2'+W1W+2-7n r 1 2)USE TABLE 128 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED I CONCRETE HEADER AND SIU.ARE 8°WIDE.IF THE MULLION CUP WERE TO BE CENTERED WITHIN THE 8",CARE MUST BE TALO=N TO MAINTAIN THE FASTENER'S EDGE DISTANCE muLuVEMCAL —� — •' USING THE STANDARD CLIP WITH(6)3H8'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2.1/2'GiVESAN ANCHOR CAPACITY OF 1O'f0 LBS WHKIR L9 GREAlT3R-ALD �• �-SEE THEREFORE SUITABLE.FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS.lENOTH DE DETAILS, TAIL E, A OPhTGRIO SHEETS 24 SHEETS FOR THE HORIZONTAL MULLIONS: 1 EOff BECAUSE THE VERTICAL MULL WILL BE A 2X 4'X.280'MULLION,N THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS.ALTERNATIVELY.ANOTHER FOR MULLION TYPE COULD BE CHOSEN. HU flRODUCT RBVISBD MUL WN 0 1)THE MULLION LENGTH IS 38'AND THE OPENING HEIGHT IS 32'+72'+T-1W.REFERENCING SHEET 25,THE COLUMN USNGTRAPEZOIDN./IRWNGULAR LOADING MAY BE C0P Wig,am USED.FROM TABLE 12A,SHEET 18,THE 2'X 41 X.280°MULLION(@ LENGTH a 42",OPENING HEIGHT a 120'HAS A DESIGN PRESSURE OF 4-170.0 PSF WHICH EXCEEDS THE uAdiV BAuAdR-- 16-o-Z!$.03 RREQUIfREMENTS FOR THE OPENING AND MAY BE USED N THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 821 LBS. l»wE,a Date 202) UUMA 2)USE TABLE 128 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE B' By SHMS WIDE IF THIN MULLION CUP WERE TO BE CENTERED WITHIN THE ir,CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE USING THE 2X8 ANGLE CUPS WITH Mmm (4)3H 8'ULTRACON ANCHORS AT�EDMSTDk%0F 1'�SP fWHTjCAPACITY OF 640 LBS WHICH LS GREATER,AND THEREFORE SUITABLE.FOR THE REQUIRED _o1%,11111 ANCHOR CAPACITY OF 821 LBS • • • • • • ••' • �ON�( La"012MG 4)FOR THE U-CLDP IN THE HORIZONTAL M"OyTOWEROCAk Ml .LI THE SAME ANCHOR CAPACITY OF 821 LBS.TABLE 128 FOt THE U-CLIP�ROWB THE ANCHOR �t 'CAPACITY IS 1074 LSS WHEN USING*ANCHORSWUH♦lt2R 0 GREAWK*0 THEWWEPORE SUITABLE,FOR THE RREQUIRED ANCHOR CAPACITY REQUIREMENT OF 821 LBS.THE WIDTH FOR VERDCAL MULL ANCHOR TYPE IS A 012 STEEL Si'IM ••• •• • • • •• •••it FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: +/.84.7 PSF FROM THE VERTICAL MULLION; +-170A PSF FROAA THE 38'HORIZO AL ON ATTACHING TO CMU: `7 1 0 :•!U +1-170A PSF FROM THE 3fi'HO ATT VERTICIR.IEIULLLLIIGN(NTHffiECTION). "-�(� THE LOWEST DESIGNFREI�7' : UL AAP!P�L ALL 0:VE4LK:IS. !��'��C•S•,.FCORUDP••C`('�`;_` VERIFY THE DESIGN PRESSURE OF TbiE FEtOECTRATICW PIIPD1�c:`�,US&4TH ON SYSTEM.THE LOWER DESKiW PRE6SUFE,OF MULLIONSOR FENESTRATK)N '\„,��.�` PRODUCTS,WILL APPLY TO THE49`�RALL ASSEMBLY.FINAL DEWN PRESSUI;E�THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A.LYINf,)�.1"m P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION, FL P.E.O 68705 • •• •• • • • •• •• ••• • • • ••• • • • • c • ,. - c4 •., • OWN; � - �ii�---- �I/ f ►t