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WS-17-1669 s•! i Miami Shores Village per, , �t1t![f )1Utt1 10050 N.E.2nd Avenue NE o Oe�t�or}= inddd6r� cam Miami Shores,FL 33136-0000 �< � � > t1tt11 ata PPROVEP hF � Phone: (305)795-2204 '�'• t�uesoats:6127/2017' Expiration: l 17 Project Address Parcel Number Applicant 1551 NE 103 Street 1132050310210 KURT GUSTINGER Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell KURT GUSTINGER 1216 NE 93 ST (305)751-5554 MIAMI SHORES FL 33138-2941 Contractor(s) Phone Cell Phone $ 1,600.00 GUYCO CORP (954)520-4999 Valuation: __.. _ ....._.__ Total Sq Feet: 0 Type of Work:REPLACE BAY WINDOW WITH IMPACT UNIT Available Inspections: No of Openings: 1 Inspection Type: Additional Info:REPLACE BAY WINDOW WITH IMPACT UNIT Window Door Attachment Classification:Residential Final Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.20 Invoice# WS-6-17-64411 DBPR Fee $2.00 06/27/2017 Check#:7049 $ 126.20 $0.00 DCA Fee $2.00 Education Surcharge $0.40 Permit Fee $110.00 Scanning Fee $9.00 Technology Fee $1.60 Total: $126.20 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructio zoni ermore,I authorize the above-named contractor to do the work stated. June 27,2017 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy June 27,2017 1 RECEIVED Miami Shores Village JUN 277(111 Building Department CIA c ,_1 10050 N,E.2nd Avetlue, M,a,r,Shores. Fior da 33138 Tel:(305; 7952704 Fax:;305)75o 897, INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 201q BUILDING Master Permit No._VI�+ _��!__.�` �� PE PPLICAT'IOIV Sub Permit No._ -__, REVISION EXTENSION r_.- .,RENEWAL BUILDIN ELECTRIC i ROOFING _ -- ('LUME�INCi MECHANICAL pL.IBI.IC WORKS RKS -- CHANGE 0 L a CANCELLATION CONTRACTOR DRAWINGS 108 ADDRESS: r vi Dad Cc Is the Building Historically Designated:yrs _ NO - FOIi ____. Co�j F oi,r.Zc�:�e: BFE _ .___ (�[7tl5trll�x;t�r+ fY[)f' --------_ --' _... F .. ..___ .. !.. 4 OWNER: Nnn.tF(w 5in,t-,tt- T twnolderlST_I - - -- City S11 Zip jw ---- ------- CONTRACTOR:Citmtl,iwv N;)m" _-__ 4doress. City Q,,,,,4;e,r N t ,E --- __ 5t.,,.c Ci rt, or CG CySL7h 1� uertif,r;te of Ct)rnpe' t.,t on Rcg'ytr'tlo` G�J� ..� —g�� PyyD (S/Q _ __ _— _ Pho7ets DESIGNER: GrCi,itP.ct/[nl;neer 'QIP value of Work for this Permit: quare/ ear Footage of Work: ® _. _-_ _- ,--, ,--! � ! @Udlr%Reoiace �_' Ciemoi�t,on hon L] Type of Work: I Addit,o L_. Description of Work: . Specify color of color t tile:, Submittal Fee Permit Fee S CCF s co/ccs ._-_._-.- -- ----. $ . _.—�_-- _,.____..-----.- ---- ------ _ Scanning Fee Radon Fee 5 _ - --___._—_ __ DBPR 5 - -- — --- Notary 5 —— - Training/Education Fee$ _ . Double Fee$ Technology F - S . _ __ _-- -- Bond 5 Structu t Reviews$_ _-_ _ ---.---• --` --- TOTAL FEE NOW DUE$ + . . oo"omQ[onpany--,Address m^^'r/U --'----------------- --- - -- mvr-,maneu,o0p.'s AUdreu ° Z.p___---_- -'-----' --'—' State ----- '----� An,|/cmio^ /� he',hvmaoetoobtain nn,,:n`, u` uv,xe �o,xavu �"^m|uhon��e .n�m�ru xen^vThol no �o'xoo,ll \.,o^xoovotirIg hv` ,*rmvncod pnor to the ieuoncr of v ne'�u and ,'� all work m"i u� pe'"rme»,`»o"`c=`c`"" ~~~~-- ' mGN�-rOO i ;oP^�*r ^or-.t onu� nE `.` ., — ^^--- PLUMBING, Fuxwxc[s. BOIL! Rt, *rxnns. r^mws, mncomDmOmn*S. nc OWNER'S AFFIDAVIT- / cert+, that "vthe /nregvi^g ',+o"'`^,iv^ .` ^'".m,r ^^ut^vl ..x will o° oor, ocvmvxv"., Vvu` ^o AnPli,amelaws regulating ronomctinoandzoning "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY YOURRESULT IN � �� pAYVyW= TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." mm'cp/nApP'�ont. A� am^d/on^ m ,�,, /u.,v"n' �� Im.//u"/ynp,r`.rmx* one�nn��e� v"u/ vvc�^v",q ��x\ �rp;»/^n,nnv�, n�r=rmy"�,, v"nco/n��on �� mpo'�","'- ~~ ~ .~_— - . pn��npmyon�/o�/ �o u/»Vvn/ m' *««~ nr ,» ,n^/,«"�^**//mn,�m' mm/"^oo��^� rhp�°'«p m*nenv/'/u�r'�'""m«, 0,f Uch wnrr, »«^'� '''~''�'�'«n'»/ ' '~ � �� n'/�'/ * if' ,~ ~ signature— -'-ONTRA(:TOP day of 2n bv Vvvtv My COMMMION#00 089574 NOTARY PUBLI NOTARY PUBLIC: lit My ComgISPION#FF1 06737 Print: k EXPIRES JLJn0 19.20iS (407)398-0153 FloridallotaryService-COM ^-~.^..~~~~..~~~~.~-~"~^..~~~~^.~^~^~~°°~°~~°~-~~~.~~-~°~^^~~~~_~_ � znnmo wan` w»°'»°" ---_' _- ------� ---------' xrpvo'Ann, / . sovo:.p� Knv`em 1 ALwF'AROOQ TION tCONSULTING ENGINEERS 8.' PR TVELOPMENT WALV% AV Client: Kurt Gustin er trlate: May 31,2017 Project Name: 1551 NE 103rd St. Engineered By:MI Project Desc.: 1551 NE 103rd St. Checked By: A.U. Miami Shores,FL 33138 . . .... ...... AFC Number: 17-0641 Building Height(ft.) :25 • ...... .. . ...... Design Criteria: i, Florida Building Code 2014 •••• •• ••••• ...... ... . ..... .. .. .. ...... ii, Wind Loads are calculated as per ASCE 7-10. • . . . . ...... General Notes: ;"'•• -Any deviations from conditions shown on calculations or drawings shall be engineered separately. • -AZ-Farooq Corporation will not provide a letter of compliance/inspection report unless called during installation. -Engineering drawings are checked for structural requirements only. Additional Notes: -Bay Window permit package Disclaimer: -This document is not valid without the embossed seal of an engineer employed by Al-Farooq Corporation. J -� -No portion of this document may be used or reproduced in any manner. Unless authorized by signing professional Javad Zad.,P. FL#70592 EB C.A.N.#3538 9360 Sunset Drive,Suite 220 1 Miami,FL 33173 1 T:305.264.8100 1 F:305.262.6978 www.afceng.com I alfarooaftafcene.com A LEGACY WINDOWS&DOORS KURT GUSTINGER Wfid Speed(mph) 175 Mean Roof Height(hj(ft) 25.00 1551 NE 103 STREET Importance Factor 1.00 Height Above Gnd.Level(z](ft) 25.00 MIAMI SHORES,FL 33138 Exposure Category D Horizontal Dimen.of Bldg.(ft) 102.00 Risk Category 2 Roof Slope(deg.) >10 Type of Building With Impact Protection CoefBclent Kh 1.18 Coefficient Kzt 1.00• Coefficient Kz 1.13 Coefficient Kd 0.85 Velocity Pressure Evaluated @ZW(Ib/fr2) 75.30 Velocity Pressure Evaluated @h jqh)(iblfr2) 75.30 Component Size Gcp Coeff dents Gcpi Coeff. Design Wind Pressures(Iblfr2) Mark Comp Type W rn) H(in) S(in) A ft"2 Z4+ Z5+ Z4- Z5- Pos Neq Z4+ Z4- Z5+ Z5- In Zone REST 10.00 1.00 1.00 -1.10 -1.40 0.18 -0.18 ;' t 53.3 -71.4 r , . .. . . . . ... . .. ... .. . . . .. ASCE 7-10 WIND LOADS ON COMPONENTS AND CLADDING:AL-FAROOOsCOUPORATIO -235 S W.S7th AVE MAN FL 33174.TEL•305-264-@100 . . . . . . .. . . Engineers Seal Engineers Name And Signature Design Date Design Reference Number •:• : : x)1=(*610:35:29 Ann 16-0775 . ... . .. .. . . . .. .. ... . . . ... . . '5/31/2017 CUENTNAME: KURTGUSTINGER PROJECT NAME: 1551 NE 103RD ST. A .■ AL-FAROOQ PROJECTADDRESS: 1551 NE 103RD ST.MIAMI SHORES,FL 33138 CORPORATION AFC#: 17-0641 TOTAL GLAZING AREA 142.17 SQFT • • P A 15-0413.03 2 SENTINEL 130 ALUM FIX WINDOW L.M.I. 1 53 53 76 O 72 5 72 5 P02/GLA55FS3 3: 57.8 OK A 15-0512.19 2 2380 SALUM CASEMENTWINDOW LM.I. 1 19 8 191/8 76 X 57.8 S7.8 P03 GLA55 .3 S7.8 OKA 16-0218.03 1 PGT CUPPED EXTRUDED ALUM MULLION LM.I. 1 53 53 76 JX4X 8 57.8 57.8 P30MULUON .3 57.8 pK A 16-0218.03 2 PGT CLIPPED EXTRUDED ALUM MULLION L.M.I. 1 36 36 76 45 DEG.BAY MULL 57.8 57.8 P20/MULLION .3 57.8 OK NOTES: Javad Ahmad,P.E. FL#70592 E.B.CAN#3538 •• ••• •• • • • •• • • • • t ! a • ••• • • • • ••• • • • •• •• • • • •• •• 9360 Sunset Drive,Suite 220 Miami,FL 33173 T:305.264.8100 I F:305.262.6978 www.afceng.com alfarooq@afceng.com MIAMI- 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) ynwmiam1dad#.gov/econoniy CGI Windows&Doors 10100 NW 25h Street Miami,FL 33172 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 Prodript nvntrol •••••• Section that this product or material fails to meet the requirements of the applicable'dWIft code..... •• This product is approved as described herein, and has been designed to comply 446 46 Flori$aJ3uCding....;. Code including the High Velocity Hurricane Zone. 0.0.00 999899 LIESCR1[PT10N:Serres"Sentinel 311' tuminum Fixed'Windavv-L.M.I. 0 0 0 0.' **:see ' APPROVAL DOCUMENT:Drawing No.W10-02,titled"Series Sentinel 130 Akna Fixed Window. 00400 (L.M.I.)(S.M.L)",sheets 1, 1.1,2,3,4,5 and 6 of 6,dated 01/30/10,with revision Pdated•04/10115,'.: 608960 prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,beari4g 9priami-Dade 0 County Product Control Revision stamp with the Notice of Acceptance number and'bxpiration dog pyre 1-6-:0 Miami—Dade County Product Control Section. e'9 • 99 9 699 9 009990 MISSILE IMPACT RATING:Large and Small Missile Impact Resistant •00 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. . INSPECTION: A copy of this. entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#14-0731.05 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. r�iAManaoa ca tvrr �" 1+tO�,k�o.i�-tl�i3.03 � . EExpirstian De� Se��rbe:�� 2E�0 Approval 1 : pa 2015 �ftof 1s CGI Windows&Doors .NOTICE OF ACCEPTANCE: • EVIDENCE SUBNHTTED A. DRAWINGS 1. - Manufacturer's die drawings and sections. 2. Drawing No.W10-02,titled Series Sentinel 130 Alum Fixed Window(L.M.I.) (S.M.I.),sheets 1, 1.1,2, 3,4,5 and 6 of 6,dated 01/30/10,with revision F,dated 04/10/15,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Laige Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 7500 PVC fixed window,to qualify DuPont"Butacite"PVB interlayer,Duraseal®and Super Spacer® insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CTLA-3056 WA, dated 03/03/15,signed and sealed by Ramesh C.Patel,P.E. 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS7M-94 2 Large Missile Impact Test per FBC,TAS 26L-X: " 3)Cyclic Wind Pressure Loading per FBC,TAS=94 along with marked up drawings and installation diagram of a series-7400 PVC-project �. out window,to qualify DuPont"Butacite"PVB interlayer,DuraSOft and S wet. • Spacer@ insulating glass spacer,prepared by Certified Test Lapgrr'ato�res,Test* No. CTLA-3056 WB, dated 03/03/15,signed and sealed by Ra�UW.Patef,T.f. .0.0.0.0.0.0 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading rpy*TAS 292-94 00 2)Large Missile Impact Test per FBC,TAS 281-94 9 ;.0.0.0;.0 ...... 3)Cyclic Wind Pressure Loading per FBC,TAS 201.94 ° along with marked-up drawings and installation diagram of a series 238 aluminon fixed window,to qualify DuPont"Butacite"PVB interlayer,Duraseal@ and Super Spacer(O insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CTLA-3056 WC,dated 04/16/15,signed and sealed by Ramesh C. Patel,P.E. 4. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up'drawings and installation diagram of a Sentinel 130 aluminum fixed window,prepared by Hunicane Test Laboratory,LLC,Test Report No. HTL-0080-0103-10,dated 03/30/10,signed and sealed by Vinu J.Abraham,P.E. (Submitted under NOA No.10-0510.13) U Manuel z,P.E. Prodnet Contr 1 aminer NOA No. -0413.03 Expiration Date: September 22,2020 Approval Date: June 25,2015 E-1 , CGI Windows&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51 Edition (2014), dated July 18, 2014, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA No.14-0731.05) 2. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.11-0624.02 issued to E.I.DuPont DeNemours& Co.,Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11,expiring on 01/14/17. 2. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours& Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13,expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical CompddtVdA) . . ...... for their"Saflex Clear and Color Glass Interlayers"dated 0 1244 expir0A..Qn •• 05/21/16. 000000 0..0 . .....• . 4. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemie Company(MA) • for their"Saflex CP-Saflex and Saflex HP Composite Glass'Iflttxlayers•tyith PET• • Core" dated 06/19/14,expiring on 12/11/18. • ...... ... . ..... .. .. .. ...... F. STATEMENTS ••• •• •• 1. Statement letter of conformance, complying with ��5�`Editiau a(1, r �,, pt.of no•••:• financial interest, dated July 18, 2014, issued by Al-Farooq Corporation;signed and....: sealed by Javad Ahmad,P.E. Goo 0.: (Submitted under previous NOA No.14-0731.05) 2. Laboratory compliance letter for Test Report No.HTL-0080-0103-10,issued by Hurricane Test Laboratory,LLC,dated March 30,2010,signed and sealed by Vinu J. Abraham,P.E. (Submitted underNOANo.10-0510,13) 3. Testing Proposal issued by the Product Control Section,dated 12/16/14,signed by Jaime Gascon,P.E., Supervisor,Product Control Section G. OTHERS 1. Notice of Acceptance No. 14-0731.05, issued to CGI Windows & Doors, for their Series "Sentinel 130" Aluminum Fixed Window — L.M.I. approved on 10/16/14 and expiring on 09/22/15. fIlt 74 1"a eA Manuel Per .E. Product Control E .ier NOA No-15-0 3.03 Expiration Date: September 22,2020 Approval Date: June 25,2015 E-2 4S" 49• BUCK WIDTH FLANGE WIDTH TYPICAL ELEVATIONS tO .� OPG. D.L OPG. DA-OPG. r � f(L 'MAl( '�+ Al T8" �e• pli S( as �fp ANCHOR SPACING SHOWN HEREIN APPLICABLE �{ TO FLANGE AND FLUSH FRAMES. SEE SHEEP 1.1 FOR FIN FRAMES. � v 1 C7 ii it ii ii �g q of – tl----- rr---- a 11 BUCK HEIGHT �•TW�8 n u D.L.OPG. II II -117 11 4 R n 4 �.�'' � �."� € _ A' � II II � � 11 it Sq_•v,�� kass a 2 _ ------ Op __ _ r� II 11 ,sj..R,� Yom- ...�.__--_.n..._..... —.�• _�--- 11 � II (ryJ �Qz rrrpr=-as..l�.rrrr =-xrtxr+-p. X Vl as $ R' x dY f:� II_--- It it °ii ii tl W r� a 61 ul n It 2 N FFpCEN I 18'MAX 8'MAX. 18 tdAX. 1T 4Alf S 3 M OIRWNAL SHORTEGHT zi� R HEAD/SILL SHORTER CORNERS ASIDES p SIDES CORNERS SIDES FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAM W.WIDTH p�WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH O SERIES 130 SENTINEL ALUMINUM FIXED WINDOW ir DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER (MARTS SHOWN ON SHEET 2. I I j I I I c is R APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FDX/FDX OR FIX. WDW. WITH OTHER MIAMI–RADE COUNTY L- J — —J APPROVED WINDOWS USING MIAMI–DADE COUNTY APPROVED MULLIONS WINDOW WIDTH WINDOW VApM WINDOW WIDTH WIDTH DAYLUE OPENINGS: IN BETWEEN. D.L.O. HEIGHT a BUCK HEIGHT – 3.00" LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL f D.L.O. WIDTH - BUCK WIDTH – 3.00" WILL APPLY TO ENTIRE SYSTEM. r— 1 I I g a a QI • • of LAM. GLASS gas g THIS PRODUCT HAS BEEN DESIGNED AND TESTED To COMPLY WITH THE I • � • � • • � is INSULATING LAM.GLAS$ o • •• • •. • • REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY � as •; � LARGE MISSILE IMPACT HURRICANE ZONE ISI• • • • • • • • • • SMALL MISSILE IMPACT o 4 WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER •• ••• •• • • • •• LOADS TO THE STRUCTURE. Emn JAV PRODUCTREVISSID ANCHORS SHALL BE AS LISTED.SPACED AS SHOWN ON DETAILS,ANCHORS FIA.PEE+7x382 aswmplylq Bpwli6 1?bdlb u EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. CAN.3838 EWWCUS Cada ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE THESE WINDOWS ME 9LgM FOR IARLLE SP IIIMALL MISSX�PADF. � 2015 A bmb NOT PART OF THIS APPROVAL SHUTTERS ARE N:F REQUIRED. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALLOWABLE ='M MR NA d e �� CAN BE By dmwing no. MATERIALS INCLUDING BUT NOT UMITE0 TO STEEL/METAL SCREWS,THAT % 'T� @P I��VEWDaml PmdaaOmilmT COME INTO CONTACT WITH OTHER 0(SSIMIIAR MATERIALS SHALL MEET THE VI�FlED BY INSCPol1ING PICTURE W9NDOW S WITHIRT30UAROR RECTANGLE AS W��' 02 REQUIREMENTS OF THE FLORIDA BLDG. CODE. SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. sheat 1 of g ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 41' 4ar BUCK WIDTH BUCK WIDTH BUCK WIDTH TYPICAL ELEVATIONS �Y b ' D.L OPG. �I D.L.OPG. D.4 OPG. g•MAX.HEAD18•MAX. °J �y. 3 7 � CAR//ERSSILL SI � 8- S%O mGZ7 11 II v jig II II 11 II u $ 11 11 �6`{d II II 11 11 11 II � 11 11 II II 11 II II II II II II II 11 II II 11 II II -- r— —m--- ---r------rr---- ---r------rr--- BUCK WIDTH b ist II ---- II 11 II II II !E D.L OPG. II ❑ II 11 II II ,`�'PG. 3 11 II II 11 II II _C� n n �� - II II II II 11 II tl a tl 7 �N vNM M 6*MMAX FALSE Q 5 �TION& SfRAIGM' NERD 'STRAIGHT 'SM HT z z� er MAX. (SURFACE APPLIED) SKIES 3 0 SIDES CORNERS SIDES O- 0 FIN FRAMES ALTERNATE SHAPES AS SHOWN ON SHEET 1 ALSO AVAILABLE FOR F1N FRAMES •• ••• • • • • • •• B 9S$ 00 •• ••• 0•• • • • •• 11 _ Dgrs JAM X4M PRODUCT RBVLSBD "f S Cha mcaurrA tvgwil4thopla a -( M PE&72 Building Cc& ranee 'a CAK •.••• • aptm- ••• •• • • • • ••• A2015 M °Product da.• .•. . ..• •.• W1y 0—02 11 sheet�•�of ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY-PSP t• V AIMS.• BUCK DUAS GW93 TYPES'C'k'CL' fiYP $`t1'Y1L': FLANGE DINS. BUCK DIMS. CLASS TYPS9'C•'Cl'GlASB TYPE9'D'&bl' ro 1� (# WIDTH(Y)m4m(L) EXT.(+) 1NT.(-) flkT+) 1NT,(;', !: WIDTH(Yn LENGTH(U WIDTH(W)LENGTH(U EXf.(+) INT.(-) FXL(+) ' 1Nr.(-) # 24' 23' 80.0 80.0 80.0 80.0 24• 23• no 80.0 80.0 80.0 r L 3 30• 29' 80A 80.0 80.0 80A 1^ 114• �• 113' 80.0 80.0 8a0 80.0 Y" T 38' 35' 80.0 80.0 80.0 80.0 36• 35' 734 73.0 80.0 80.0 4r �. 41• 35, 80.0 80.0 80.0 80.0 41• 40' 61.4 61.4 804 Sao 5 48' 4r 80.0 80.0 80.0 80.0 24' 23' 80.0 EGA 80.0 80.0 54' 57 80.0 no no 80.0 30' 120' �• 118• 80.0 60.0 W.0 60.0 ; R 80' 99' 80.0 80.0 80.0 80.0 3B' 35' 72.4 72.4 80.0 80.0 v 81' 80' 80.0 BOA 80.0 80.0 39" � 38' 83.8 65.8 EGA 80.0 QQ 24• 23' 80.0 80.0 80.0 80.0 24' 23• 80.0 80.0 80.0 no �E: •, ,, ��<O WIDTH AND OR ZONMDIMENSIONS CAN W OWEWIEO & 30. 2" W.0 BOA 80.0 80.0 � 121' 1• 120' �'0 80.0 60.0 80.0 AffRTICALLY OR HOWZONTALLY AS SHOWN=W- as, 35• 80.0 80.0 80.0 80.0 36• �' 77.3 723 80.0 60.0 y6�j 4r 48. 41• 47' 70.2 709 Sao 80.0 39• 36' 88 8 86 8 80.0 80.0 48• 4r 61.3 613 80.0 80.0 54' 53' 81.3 61.3 80.0 80.0 60" 59' 81.3 81.3 80.0 80.0 61' 80' 87.3 813 BOA no DESIGN LOAD CAPACITY-PSA � 24' 23' 80.0 80.0 80.0 80.0 FLANGE D=. BUCK DIMS. GLASS TYPES'Nd'C1'GLASS TYPES b'h'DL' 30' 29' BOA 80.0 BOA 80.0 WIDTH(W)UNOTH(L)WIDTH(90 LENGTH(L) EXT.(+) 1Nr.(-) E]R.(+) ING(-) 36' 3S' 80.0 BOA 80.0 80.0 19-1/8' 18-1/8' 80.0 804 BOA 80.0 , �g 42• �. 41• �. 70.2 70.2 80.0 80.0 z6-1/2• 25-1/z• 80.0 80.0 no 80.0 `'`- 48' 4r 61.3 61.3 no 80.0 3r 28„ 36' 25. 80.0 80.0 no 80.0 BUCX DIMS 54' Sr 54.3 84.3 72.5 72.5 48' 47" BOA 80.0 60.0 80.0 80' S9^ 46.8 48.8 BS.1 85.1 53-1/8• 52-1/8• 60.0 80.0 80.0 no LL 81' 80' 48.8 48.8 65.1 65.1 61' 60' 60.0 804 80.0 80.0 24• 23' no 804 80.0 no 19-1/4^ 18-1/B' 80.0 10A no 80.0 EQUAL LEG FRAME n 30• 29' 80.0 80.0 80.0 no 25-1/r 25-1/2' 80.0 80.0 80.0 no N N1 36' 35' 80.0 EGA 80.0 80.0 3r 36' BOA 80.0 80.0 60.0 M 42' 72' 4t' 71' 702 702 BOA 80.0 48. 38-3/8' 47• 37-3/8' 77.1 77.1 80.0 80.0 Z Z12- 48' 12- BUCK DWS 48' 47' 81.3 61.3 80.0 80.0 83-1/B' 52-1/8• 77.1 77.1 60.0 so.0 54' 53' 543 $43 72.5 72.5 61' 1. 77.1 77.1 80.0 BOA g- 80' 88' 489 48.8 65.1 65.1 t9-1/8• 18-1/8' 80.0 80.0 80.0 Sao � U O-)2 81• 50• 4&0 48.0 64.0 64.0 2e-1/2• 25-1/2' 804 EGA 80.0 80.0 --------- 24' 24• 23' 80.0 BOA 80.0 80.0 37' 80-6/g 38' 80.0 80.0 60.0 80.0 FIN FRAME 30• 29' 80.0 80.0 60.0 no 48' 4r 61.3 61.3 60.0 60.0 49-s/B• BUCK DIMS 36' 35 765 7&2 �.o 80.0 53-1/8' sz-1/B• 58.0 58.0 77.4 77.4 42" .' 41• or 70.0 70.0 80.0 80.0 61• 80' 58.0 SOLO 77.4 77.4 48' 4r 61.3 61.3 80.0 80.0 75-1/4' 74-1/4' 58.0 SEA 77.4 77.4 5T 543 54.3 729 -:7%$ S3-3/4' 92-3/4' 58.0 SBA 769 7&5 FLANGE ADAPTOR FRAME qqq� 58.4 55' 52.4 52.4 689 699 10-1/8' 18-1/B" 80.0 80.0 no 80.0 24' 23' Boo �.o 80.0 Bao z6-1/2' 25-t/r GGA BOA Goo no Evwce aus $ $ 30" 29• B0.0 80.0 60.0 80.0 3r 8Y 36• 8r 80.0 80.0 80.0 80.0 38• or 35• 98. 76.6 75A 80.0 80.0 48" 47' 813 61.3 ODA 80.0 42• 41• O&2 66.2 60.0 80.0 53-1/8' 52-1/B• 553 58.3 73.7 73.7 (.JQjE; o• d h d 487 4r w9 ne 60.0 60.0 et• •�E• • *B.ct !a4 64.0 GLASS CAPACITIES ON THIS SHEET ARE b a S 8 ae• 48' 59.5 59.6 80.0 no 75-t/4' 074-1/4' • • 44.5 • re r. •51.9 61.9 BASED ON ASTM E1300-09 (3 SEC. GUSTS) 24" 2r 88.0 80.0 no SDA 19-1/8• 1 �/8• • �.o • q" %D.D 80.0 AND FLORIDA BUILDING COMMISSION 30" 20' 804 80.0 80.0 80.0 26-1/r 1/zi • • BO.% .D no DECLARATORY STATEMENT DCA05-DEC-219 e 36' tot' 35' lot, 74.6 74.6 no 80.0 3r 38" 76.9 78.8 no no CIVIL Ao PRODucr REVISM M ar 41• 65.7 85.7 80.0 80.0 48' 78" 4r 78' 813 613 80.0 80.0 ETA PE��7, 92 m m4yinB w4 Bm Fjorth o 48' 45' 593 593 60.0 80.0 53-1/8' 52-1/8- 1353 553 73.7 73.7 '""" Aarop fag C No �yn •�• 24' 23• 80.0 80.0 80.0 80.0 81' 80 0 48 _10 8 0 64.0 1 Dates/ 30" 28' 80.0 BOA 80.0 80.0 • • • • • • • • 36' toe' 3S' for 739 739 no 80.0 •• • • X15 „ 1 drawing no. ANCHOR S/AC1NO 7060C AS PST sttEss y& 1 • • 4z' 411• 62.4 s2.4 aoa 80.0 • W10-02 44• 43' 59.1 59.1 80.0 80.0 Sheet of g • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3/18'ANN.GLASS 17noivD.GLASS loyg �f w /R S Ilex ICP Yhthr PEr Core 1 % - ,swint Vp r PET Cote By'Ecalmm Chemical Co.' dr By'Ea�rn`oa Chsmtoal-Ca' _ 3 OR .. 090'Interlayer Intetlat - SaRex Clear And Color Class # .c p Q0 Cletir Acid Cobs Ginn' q QTR'Eastman Chemical Co.' 4: `' Eastman Qitem'Iaal Co d 090'Irtetayer DuPont Sentryclus "DaPmft 3antty0tas fl'LI.DuPont De Nemours&Co., Inc.' 8Y`,L.OaFant 04 Nemours&Co,Ina. 090'IMerloyer i'`•r 090 tatrMaYsr Dupont ButocRe PYB buP'onti Bu#aaRe PYB o.Q By'LI.DuPont Ds Nemours&Co.. Inc-' r 4 8y`_f U"t-De Nem"m&Ori«loa rL{ $ rt p; 3/18•HEAT SLREWD GLASS 4 p" $/TO'.HE11T..1,111 'D MAW SILICONE 'frwl SIE N GE 1200 n I II li DOL/CORNING 899 ��s� �' ANG 899' O DORY CORNING 998 . WI 1/4 POINTS ON LRES •": „}-". WIDER THAN 36' '� QD•S �s GTASS TYPE 7/18'OVERALL LAM.GLASS C4 ggg 3/18'ANN.GLASS 3/18'HEAT STREWD GLASS r`� �.- 075'Interlaayyeer 078'Inlerbyer d M Sofia CP WRh PEr Core Saflax CP th PET Core M %'Eastman Clem kol Co.' By'Eastman Chemical Co.' 2r, Z OR i`O0_� .090'Interlayer 090'Irteriayar SaRex pear And Color Oboe Sollex Cbar And Color Glass U o g By'Eastman Chomiool Co.' Eastman Chemical Co.' 3/8'AIR SPACE OR 3/8'ADR SPACE O 090'Interlayer 090'Interw)w SILICONE SentryGlas DuPont Sadryclas 3/18"HEAT SfREN'D OUGS B�yy EJ.DuPont De Nemours&Co.,Ine By'E.I. DuPont De Nemoure&Co..Ino.' ' O GE 1200 CORNING 889 Oh OR DOW CORNING 995 a 080'Interloyaroeito 3/18'HEAT MEND GLASS 090'Interlayer Du •i iii 5$J Pont ButP. DuPont Butadte PVB BY'E-L DuPont De Nornoum&Co., Ino.' By'LI.DuPont DB Nemoum&Co„Ina' n 'i ii ii o '✓e i ill 3/16'HEAT SIREWD GLASS 3/16'HEAT SRREWO GRASS M4 ii ii!1 SILICONE SIUCONE GE 1200 GE 1200 Sp.ICONE i 1i OOW CORNING 899 I ! DOW CORNING 899 GE 1200 o i •I:I DOW CORNING 995 IN1 DOW CORNING 885 d. Ml ,j Ij it < MI ij jj i DOW CORNING 899 d d n ii !i n XL EDGE SPACER'!! • • : jl'j • • • ?rpP c R DOW CORNING 998 ' i! i! ! • • u o W u N �q Si.STEEL BY CARDINAL' :1• �: • • • Sy �'�� OPTIONAL GIAZING DETAIL Ea Ii I ! OR E4 i • • • • DURASEAL BY'QUANEX' DYRASEAL 'OUANEX' GLASS TYPES 'Cl' & 'Dl' o p SUPER SPACER UY'QUANEW p• • SUPER SPACER BY'QUANEX ftn r� Qom, t7tODUGTRBVISBD w FLA.Pt 7�az �wmPLyta9 withtIm Fonda o O.AN• 8v omplCade IL3 AT 1/4 ALL SIZES M5 AT 1/4 NIS ALN.SIZES GLASS TYPE 'Cl' •• • • • • GLA • • • • § I'OVERALL INSUL LAM.GLASS (L.M.I. ONLY) • L 11� 6IA� •• • • BY drawing no. (S.M.I.) i•• i• i•• ••• ••• ••• MAY 20 W10-02 IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING E)rIERIOR PLY OF CLASS TYPE'C7'&'D1'MUST BE TEMPERED. sheet 3 of 8 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CONCRETE AT HEAD,SILL OR JAMBS fo - 3000 PSI MW. TYPICAL INSTALLATION DETAILS C-90 HOLLOW/FILLED BLOCK AT JAMBS fm = 2DOO PSI MIN. 1NI'f7 DOT�lCR>~TE.4ND 1wfASONRY»2 1/2 MIN. � THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW H 2}. QOb SrTRUMRE UV'�O M�CA�;SPRUC�T'URE `3/4`'.MIN. INSTALLATION DETAILS THRU 1X INSTALLATIfwG>',`(Yft3 THrtU 2Tt INSTALLATION DETAILS INSTALLATION DETAILS INTO METAL WOOD BUCKS INTO CONCRETE 8U0KS It,iNTblQAD$ OtiktltT '" DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MULLIONS g FLANG XLA - �ANaHo FLANGE 11C MAX. FLANGE a 2BY WOOD 840K � 1' ° slmons $ w METAL a TYPICALNC OR STRIIL'TIIHE 6 Q tei ii li - J FOR SPACING °v Y2 TYPICAL ANCHORS dJ .!iI SEE SLY. Ve © '4.•„R �� .,fi ° FOR SPSPACINGtGgR�{ 144.. .s..P.r°• °' .lYk°ICAI,MFCHORS a ��°r:*�°`u--.��i ,�s�st'€` 3� '}" ° �{Rf 3 a p. 18Y FOR SPACING WOOD BUCK } S`v;.s �' ° o.•• E7 ES R$ QQ W 1/4'MAX. '+ Q w SHIMS ,. s EQUAL LEG EQUAL LEG EQUAL LEG Ez EQUAL LEG N 28Y WOOD BUCK ° M2 METAL B 1 I! A l °WRE O ' OD STRUCTURE C 1 $3 M TYPICAL ANCHORS z z a!g� �SPACING 11!1 3� i a� �iP3 I TYPICAL ANCHORSS2 SEE ELV. < G FOR SPACINGv a g g D L ARK7HOAS SEE 8Ey II II TYPICAL ANCHORS FORSPAcuNG p. ^• I' SEE SPACING 11 11 SEE ELEV. ABY W000 FOR SPACING •• ••• • • • • • •• WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. • • ;Ai • • • • • • MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM o u o W TYPICAL ANCHORS: SEE ELEY.FOR spACING 414 SMS OR SELF DRILCIp SG CRS • •• AND TRANSFER THEM TO THE BUILDING STRUCTURE. INTO METAL STRUCTURES • • • • • • • • • �, STEEL. : 12 GA. MIN. (Fy= 36•IZSt MINsw • • • •• � {� ALUMINUM 1/8"THK MIN (8083—T5 MIN) "CNIL PRODUCTRBYLSBD ��S` "B :T 0'R WOOD SRLICTOE.�3..„ FIA PE 70492 as oomplyl4g w11b Gla FkF[da ' �e (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) g�Ie e THRU 19Y BUCKS INTO CONC. OR MASONRY 2 •-`* 4 P" n» $ 1-1/4" MIN. EMBED INTO CONC. OR MASONRYINV Y�FAt�CIONR(kILPI•TK • drow!ng no. DIRECTLY INTO CONC. OR MASONRY` • �a* • 4 MAYZ�I Mlami W 1 O—O2 1-1/4" MIN. EMBED INTO CONC. OR MASONRY x r"z sheat 4 of 8 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL INSTALLATION DETAILS THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW c INSTALLATION DETAILS THRU 1X INSTALLATION DETAILS THRU 2X INSTALLATION DETAILS INSTALLATION DETAILS INTO METAL WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MULLIONS FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR 4g) n� TYPICAL ANCHORS SEE El". NE aw WOOD BUCK FOR SPACING ORhuAL WOOD STRUCTURE rfFIC••ANCHO 'o STRUCTURE lhi.51 Ij Ij EL FOR SI+lI:INC v v :� M2 TYPICAL ANCHORS SPACING FOR �� ij�• < SFE 3 I ..♦ C3 0 — p E2 144' __- $2 MR , ao '..v TYPICAL•APTCHORS !i i M2 w :v I SLE ELEV.' E3 !I!1 \ tBY FOR SPACING ij li WOOD BUCK .o e Q Q E7 ^ i ,Sin F Ile MAX. RUCK HEIGHT Gam--11/4"MAX. 2 3/8'MM. �� 4 GAP I wr a I I � NOT BY CR�� 1/2'MM. n 1/2'MM. d O � WOOD STRRE M n��-1` E2 CG uZ Z�.. FIN FRAME M2 cfmm3m 98-1 a Z32 TYPICAL ANCHORS: SEE ELEV.FOR SPACING I I o ,#B SM s (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES WHEN USED THE MIN. WOOD 1-1/4" MIN. PENETRATION INTO WOOD BUCK DEPTH SHALL BE 2%". 1 c R THE USE OF DEEPER OR I' BEVELED WOODBUCKS IS PERMITTED HOUSE Y C Q EXTERIOR 4 WOK WIM TiDK _ tlbUwr •�I lBIMI-GME QPliN1Y APPROVED I I o h MILM • I MWLIOY&fMUWON ANCHORS 11 u x f�ANGKORS• SEK SWARVE NDA '+ T•NO& • I ••• • it 00 CMN6 PRODUCTREVtm I SRA E o7•t•2 m eomplft a5Gh the Flod& 'o _ 'tR' • • • • • •TYPICAL.ANCHORS 3 Y s '� �,. # _ • • • • • SEE ELEV. BY drowin Go. �..�'�, tt .f• • . • • • •FOR SPACINfi ot5 Dade Pwduel ' W10-02 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2.508 TEEM PART/ QUANTITY D1SCRIPTION MATIUOAL MANF./SUPPLIBR/R-ARU8l� U N E1 Col-118 4/WOW. FLANGE FRAME 6063-T9 - 1% 4 E2 CM-118 4/WOW. FLUSH FRAME/FIN FRAME 6083-TB - d 2 E3 CGI-121 4/WOW. GLAZING BEAD(IAM.GLASS) 6063-T6 1• E4 Col-123 4/WOW. GLAZING BEAD(IAM.INSUL GLASS) 6063-T8 .995 Do E5 CGL-110 4/WOW. NAIL FIN ADAPTOR 6083-TS - p, TG'• E6 CGI-109 4/WDW. FRONT FLANGE ADAPTOR 8063-TS - S d Mt C0I-382V AS REQD. GLAZING BULB VINYL PVC DUROMETER 75-80 SHORE A 1338 M2 CGI-124 AS READ. SCREW COVER-OPTIONAL PVC - 8 OM3 CGI-112 AS READ. FLUSH FRAME COVER PVC VVV E1 FLANGE FRAME M4 OPTIONAL GLAZING ANGLE(1 X 1/2 X 1/87 -8083-T5 M5 - 2/LITE SERWG BLOCKS EPDM OUROMETER 85*5 SHORE A ydyyLl y 2.SOS 0� S2 810 X 1-1/4' 2/CORNER ASSEMBLY SCREW PHL PH SMS ST/ST .812 1.493 985 085 1YP O 1.335 y � S OQ FLUSH FRAME/FIN FRAME .875 (n .9115 •� .975 I O Lz ��- WT LL�DdaNT Aob�j N .^- 3NM O GLAZING BEAD (LAM. GLASS) Z� .995 'NOSOP• t.0� � ��d .506 p t.tB4 M4 Ly LV Ea GLAZING BEAD (LAM. INSUL GLASS) GLAZING ANGLE(LAM. INSUL. GLASS) CIRCULAR WINDOWS o as a R 1.130 .0&5 1450 RECT. OR SQUARE WWDOWS 160 21911121 1.550 1.880 .650 nso —T rM, CORNER DETAILS .050 • • • • • • • • • .• g'�B g • • •• • • • • • O V G W LL 1.395 • •• • • • • ••• • O NAIL FIN ADAPTER O FLANGE ADAPTOR •• ••• •• • • • •• So_S L Engn JAVAD AHM PRODUCT RBVSED M F 1388 .050 .offs t.oet •• • i • • • E FLA t{7028D2 3838 Cceo imil.Do.••• •• ••• •• A9 .28t • •Oso —f • • i • •• • •• • ••o i•0 M°m '"W' "W'CPolnofMa_O a 38Svd rawing b no�.+S.. O FLUSH FRAME COVER O SCREW COVER ehe•t g of g ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • i MIAMI-DADS 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) MM�.miamidade.gov/economy CGI Windows and Doors,Inc. 10100 NW 25 Street Miami,Fl.33172 " 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(AIIJ). 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 Producf Control Section that this product or material fails to meet the requirements of thea licabl i4' code--- *00*:* pPP �.tl '31g i... This product is approved as described herein, and has been designed to comply Wj0%14e FloA4§131ilding�...; Code,including g Velocity the High Veloci Hurricane Zone. ...... DESCRUITION. ...... Series 238 t3utsr*ing Aluminum Casement Window-LM,I' . APPROVAL DOCUMENT: Draw" No W98-100, titled "Series-238 Alum t Cas ent Wdw..-. g Qu�Yv�'3g pnl ..:..' (L.M.I.)",sheets 1, 1.1,2,3,4, 5, 5.1,6 and 7 of 7,dated 12/04/98,with revision 4 dAWX04/10/15,*p4pared..0... by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing 4 ke-Miami-Dada County Product Control Revision stamp with the Notice of Acceptance number and expiration date by he-Miami+---:. Dade County Product Control Section. • MISSILE IMPACT RATING:Large and Small Missile Impact Resistant • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL'of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product.. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply,with any section of this NOA shall be cause for termination and removal of NOA. number"-preceded--hy-the-words-Miattri-Bade-Gaum�lerid%and followed by the expiration date may be displayed in advertising literature: If any portion of the.NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided. to the user• by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#14-0506.01 and consists of this page 1 and evidence pages E-1,E-2,E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. CMIAMFOADECOUNTY...� CGI Windows and Doors;Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBIYIITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. ' (Submitted under NOA's#96-0417.03 and#011002.03) 2. Drawing No.W98-100,titled"Series-238 Alurn Outswing Casement Wdw. (L.M.I.)", sheets 1; 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision J dated 04/10/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS. 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact,Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 7500 PVC fixed window,to qualify DuPont"Butacite"PVB interlayer,DuraseaJO and Supe;user® • • insulating glass spacer,prepared by Certified Test Laboratories;Tett Report HQ. .• CTLA-3056 WA;dated 03/03/15, signed and sealed by Ramesh-C;Patel,?.FA ••••:• 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading per PBE TAS 202-94 ;••••; 2)Large Missile Impact Test per FBC,TAS 204 OV• ��••*• ��•�•' 3)Cyclic Wind Pressure Loading per FBC,TA,%243;94 •,• •; •• along with marked-up drawings and installation diagram of a swg,%7400 PVC�rbject ...... out window,to qualify DuPont"Butacite"PVB interlayer,Duros4ft and Super •; Spacer®insulating glass spacer,prepared by Certified Test LaBoratofies,TUt import "•"• No. CTLA-3056 WB,dated 03/03/15,signed and sealed by Ra4gali C.PaCej,P.F. ;•••• - 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 20!Z-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked up drawings and installation diagram of a series 238 aluminum fixed window,to qualify DuPont`Butacite"PVB interlayer,Duraseal®and Super Spacer®-insulating-glass spacer,*prepared by Certified Test Laboratories,Test Report No. CTLA 3056 WC,dated 04/16/15,signed and sealed by Ramesh C.Patel,P.E. 4. 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)r arg Missile hmpaeter FBC,TAS 201 ° . 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 318 outswing aluminum Icasement window, prepared by Certified Testing Laboratories, Test Report No.CTL-3009WB,-dated 03/24/14,signed and sealed by Ramesh-C. 1,P.E. (Submitted under previous NOA#14-0506.01). Manuel Pe z, .E. Product Control xa iner NOA No.15- 12.19 Expiration Date: October 26,2018 Approval Date: September.17,2015 E-1 CGI Windows and Doors.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 5. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-04 . 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 203-04 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 casement window, prepared by American Test Lab of South Florida, Inc., Test Report No. ATI.SF-1109.01-12,dated 11/20/12,signed and sealed by Henry Hattem,P.E. (Submitted under NOA#121220.14) 6. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 . . .... Soso.. 4)Forced Entry Test,per FBC 2411.3.2.1,and%46 202-94.... 0• along with marked up drawings and installation diagram of an.akaninui zU&ment,...:. window, prepared by Hurricane Testing Lab., Inc., Test Reperts•No. HTS,-0080:....; 0301-07 for specimen A and B,and HTL-0080-0905-07 for spdd'iMen B and C,.dated' • 09/21/07 and 10/12/06 both signed and sealed by Vinu J.Abr 4jjjN.t.E. **:**o 00000 (Submitted wader NOA #08-1010.02) SSSS • . .. SSSS.. 7. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-9.4; • 0 2)Cyclic Wind Pressure Loading per FBC,TA'S 203'94 ;...;. •••••• along with marked-up drawings and installation diagram of an Alurniaum outswing :•...: casement window,prepared by Hurricane Engineering&Testing,Inc.,Test Reports • No.HETI-08-2143,HETI-08-2144,HETI-08-4287 and HETI-07-4298,dated 06/27/08 and 07/17/0$,all signed and sealed by Candido F.Font,P.E (Submitted under NDA #08-1010.02) 8. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum 'casement window,prepared by Hurricane Test Laboratory,Inc.,Test Reports No. HTL-0080-0303-96 and HTL-0080-1107-98, dated 03/06/96 and 11/10/98, both signed and sealed by Timothy S.Marshall,P.E. (Submlunder AUA's fE 9�/1QT7 B3 nssd ft/17.1/1/12 ".—)Walua Manuel ere Product Control Exm' er NOA No. 15-0 12.19 Expiration Date: October 26,2018 Approval Date:.September 17;2015 E-2 CGI'Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCESU B. TESTS(corrrW ED) 9. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 3)Water.Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 - 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entiy Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked up drawings and installation diagram of an aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL- 1003 and FTL-1041,dated 10/14/94,both signed and sealed by Yamil Kuri,P.E. (Submitted under NOA#96-0417.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC 21}10, dated 4/24/14,prepared by Al-Farooq Corporation,signed and s��d•b JavX)•.• Ahmad,P.E. ...... ..' . ...•.• • (Submitted under previous NOA #14-0506.01) 000099 • 2. Glazing complies with ASTM E1300-09 "'• •' • .... . .. ..... ...... ... . ..... D. QUALITY ASSURANCE • .. .. .. ...... 1. Miami-Dade Department of Regulatory and Economic*Resouroae•�AER) . . . . ...... E. MATERIAL CERTIFICATIONS ' 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for ki "SentryGlas®(Clear and White) Glass Interlayers"dated 06/25/15,expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc:for their "Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/166. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company(MA) for their"Saflex CP-Saflex and Saflex HP Composite Glass Interlayers with PET Core"dated 06/19/14,expiring on 12/11/18. 4, Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 06/19/14,expiring on 05121116 Manuel Pere/,P.4. Product Control Ex aria r NOA No. 15-:05W.19 Expiration Date: October 26,2018 Approval Date: September 17,•2015 E-3 CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5'h Edition X101.4 ' dated April ' 11,2014,issued by Al-Farooq Corporation,signed and sealea yy.`�ava�-- ad,P.E. (Submitted under previous NOA #14-0506.01) 2. Proposal No. 13-1098 issued by the Product Control Section, dated October 02, 2013 and revised on February 24, 2014,signed by Manuel Perez,P.E. ti (Submitted under previous NOA #14-0506.01) 3. Laboratory compliance letters for Test Reports No.RTL-0080-0301-07 for specimen A and B and HT1-0080-0905-07 for specimen B and C,issued by Hurricane Test Laboratory,Inc.,dated 09/21/07 and 10/12/06,both signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA #081010.02) 4. Laboratory compliances letters for Test Reports No.HETI-08-2143, HETI-08-2144,HETI-08-4287 and HETI-074298,issued by Hurricane .••••. Engineering&Testing,Inc., dated 06/27/08 and 07/17/08,all stjned and sealtdby *so::*0000 Candido F.Font P.E. • (Submitted under NOA#08-1010.02) ...:.. 5. Laboratory compliance letters for Test Reports No.HTL-0080-0343-�96 anj• •• �" HTL4080-1107-98,issued by Hurricane Test Laboratory, Inc.,tlUted 03/06/96 ttnd .•: 11/10/98,both signed and sealed by Timothy S.Marshall,P.E.:: 0: "'••: 6 0 6 0 6 (Submitted under NOA #96-0417.03 and 01-1002,03) 0 0 0 01. a .• 6. Laboratory compliance letters for Test Reports No.FTL-1003 andTT L-1041, issued ....:. by Fenestration Testing Laboratory,Inc., dated 10/14/94,both Sign.4and A ejy :....: Yamil Kuri,P.E. 00 . ' "' ' (Submitted under NOA#96-0417.03) •• 7. Test Proposal for the qualification of Butacite®PVB glass interlayer by Kuraray America,Inc.,as well as Duraseal®and Super Spacer®Standard warm-edge flexible insulating glass spacers,dated December 16,2014,issued by REP, Product Control Section, signed by Jaime Gascon;P.E.,Supervisor,Product Control Section. G. OTHERS 1. Notice of Acceptance No. 14-0506.01,issued to CGI Windows&Doors,Inc.for their Series"238"Outswing Aluminum Casement Window-L.M.I.,approved on 06/26/14 and ex Manuelere i Product Control Ex i; r NOA No. 15-05 2.19. Expiration Date: October 26,2018 Approval Date: September 17,2015 E-4 GENERAL WINDOW SECTIONS FLANGE FRAME e �r ►Y d% e 77 1 t 3 i CMS LOCKS Q(y. U. No V X W g + � ,TIB4fiGt1S mA Y �� Ir 0 1 g � �' Z �0` t k` _!'*xe �•• ,1 ynWR,?L�S` Y xS.' L� im 1 s1 : hu y`u,:i5.>� i'?: '`* a +a"`,-s"`' K .r fi srs}`�`?�' S eqq s r - ��' Y st t s Gsz o •� "y € �R�a*,�t� �t��i�'z.a$"�s%,<'z � 'h. ` ? � -�a:,r� ��M r r -y-LOCK-- r C3� a a %t,a BY'MTERLOCM gg Z z 12.. s at ' $''TRUTH` F+O1N7 LOCK ALT.TO CAN IACKS43 ;ALT.TA LOCKS MA%.WOW. IACK very V m 'f"c r ^ t a NEt6tiY HFJGTT POTNm 0 *✓'` ' Y I'' � ` 83" J 85' 3 f B, B 211 SHUTTERS ARE NOT REQUIRED. 0 di I \ xo • • s • s •.: • �� ,,., a�4�`pkLQikS ,>_,. � a= _ '� .�-., ,k !r� ,. c�s .-_, -. . ._. .'� • FOR MULLION/MULTIPLE UNITS, REFER TO �„•x_ STEP 7 DEFERNINE DESIGN WIND LOAD REOUIRlWW BASED �� p�� o�II�COW.HIa IvEw mr SEPARATE CGI MULLION N.O.A. ON WIND VELOCITY,SCE FSTAND WINO)ZONE HURRICANE ZENE(HV"A •• • • • •• USING APPLICABLE ASCE 7 STANDARD. STEP SEE CHARTS ON SHEETS 3 AND 4 FOR DESIGN LOAD WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER " p mom=REvisso ' CAPACITY OF GLASS SIZE/TYPE. LOADS TO THE STRUCTURE. FIA pE MM92 eacmMhlhBwitA&ePl*" ANCHORS SH�.L�j�S USfm. AC SHOWN DET ANCHORS CAN.� DviTeRvgCode I}-G15I2.1 I. � STEP WITH CHART A3 SLIEST•SELECT ANCHOR W SPE EMBEDMENT'rp BASS NATr�IAI.S�A %$EYON W NC OR STUCCO. ZO`K 0 �D)G py WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED � � lal 1 IN STEP I ANCHORIN%%p LOOING GOND%CMS Ut1•i•SH%VN%"DgFAILS ARE STEP IF ALUWNUM BUCK SYSTEM IS USED USE CHART ON NOT PAR; 7H6�P A1• • • • • • k' drawing no. SHEET'7 TO DETERMINE CAPACITY. A LOAD MMON INCREASE 16MED IM DESIGN @FOANCHORS INTO WOOD ONLY. W98-1 00 STEP 5 THE LOWEST'VALUE RESULTING FROM STEPS$3 AND 4 ALL SHIMS TO BE HIGH IMPACT, NON—METAWC AND NON—COMPRESSIBLE. SHALL APPLY TO ENIM SYSTEM, sheet T Ot '] ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WINDOW wmm Wear wIOTH � i GENERAL WINDOW SECTIONS O.L oro. EQUAL LEG FRAME: A 8•MAX.TV. NE mm$/SILg p � to CORNERS �° CJ M m Q!D LL 8 11 � ggs �e E g lC a os !E / 11 K �CCFtltlLlll Rei 2 X WW 3 ' CAM LOCKS UOCKPOINTS SIZES _j CO SNUBBER �tj ,s O =� T====;F=== FALSE FAPP BI 11—°AT IMPACT VINDOVS ONLY > 1 11 OPTIONAL 4 8 c K 1 e 0 q3141� ------- TYPICAL ELEVATION(EQUAL LEO FRAME)3 FOR GLASS TYPES. Zzu'D.L CPG. O.L OPG. 21/2REFER TO VENT WDTH SHEETS 3 AND 4. VENT WIDTH 3/4' v o WINDOW WIDTH WINDOW WIDTH o EXTERIOR MA=MULTI POINT LOCK MULTI POINT LOCK By•� 98 BY 6ALT.ITO CAM LOCKSTOCAA!LOCKS $ 1 MAT(.WOW. LOCK MAX.WOW. LOCK p Nk7GHT POINTS HFBNHT POINTS 42' 2 U. 2bt 3$ o 83' 3 58' 3 $ $$ I 84' 4 T4' 4 d eW n dC,ad_ sl" tIt o0'> lMd 1 rc 3 ••• •.• ••• ••• . • •.• I , CrAL pRCDUCT REVISED FIA.PE i T�92 n m plans aAlh Ym Fla" CAM.'3538 O 8 Acapleaca No(6.4514.�q � � B : •. : ••: .•. ... twuiaal)nla /1018 � � b i•• i• • i.• ••• • ••• •.• 13r drawing no. n IA A 2 W98-100 sheeAl.tof 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• . • ..• . . . ... •. •. • • • •. .• - • . • . • • . . . . 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Gt y9��z IV1SI➢QON 9119 _I 53dA1.S6Y,W,N 1� ,Vaoudo < A" ?� aV35 3NVflbS Ge n� 668 Ana coal- ! ! 098092 t 966 AM ►' p P ! 3=11-as ! ! 1 va E 0021-39 3NMI US 1.I L15S°09 ssms W.ra&s tvaN.9t/£ .xw,e/t za,1.'0D j.-V kj-x.fa '8W'110{" 41 c�end eD mn9.oso aq'o0Ii9wV LaDmx.Ae loW"GOlAOuAl�tDlolNH /9 1 ;-I ' ImutV AD1Dlnx.A9 solo"..s a8Ad OWNnS.080' �I1 pz .0980• .; D,X1rWi4aS . f .�" J r •00 Imlwal7�u-4-3.dg SMYN31N1 "'DJ fn4IW9Nd ciDt11I,}P+l IL SN3AV9b31Ni .yJ 1021-43 uDwls03,A9 St13AV1N31M1 Z ssop jaloo"1om"NDS.060• w10.1010'1. lN! 1W+11!?5 h0$0. ,oiDO OW 1Ds13 xeUDS.080• •DJ I001w040 u=4603.l.8 . tD tp>aa40 .AB! V g lw 13d 411x,d0 IIDuDS.910 D1Di1 rid +�„1d r n SSVfO O.N311LS 1V3H.91/C -'S SSVIO'NNV.9/1 .. 1/8'TEMP.GLASS 1/a-TEMP.GLASS AIR SPACE AIR SPACE 1/8'ANN.GLASS 1/8"TEMP.GLASS Z .075'SaOex CP With PET Core .075`Saflsx CP With PET Core By'Eastman Chemical CO.' By'Eastman Chemical Co. Q 090'SaDex Clear And Color Clow .090'SaOex Clear And Color Glass tu INTERLAYl725 By'Eastman Chemical Co.' IFITERLAYERS By'Eastman Chemical Co. G o. 090-SentryGles .090'SentryClos tF BY'Kurarcy America, Inc.' By'Kuraray America, Inc.' C' 090"Butacite PVB 090'But"Re PVB a O By'Kuraray Americo, Inc.' By'Kwaray America, Inc.' SQUARE BEAD V 1/8-ANN.GLASS 1/8-TEMP.CLASS OPTIONAL T` ALL GLASS TYPES �y y SILICDNE GE la VE S GE-1209 U13W 0 DOV 995 DOV 995 Q 16 ➢OW 899 Do 899 XL EDGE SPACER XL EDGE SPACER R� ST.STEEL BY'CARDINAL' SETTING BLOCKS ST.STEEL.BY'CARDINAL.' SETTING BLOCKS OR 2/LITE OR 2/LITE OUR/SEAL BY'QUANEX' EPDM DURASEAL BY'QUANEX EPOM OR DUROMELER 85±5 OR OUROMETER 85±5 SUPER SPACER BY'QUAND(' 3/4" INSULATED SUPER SPACER BY'WANE%' 3/4" INSULATED GLASS TYPE '2A' GLASS TYPE 13A' U Z � PERFORMANCE VALUES OF IMPACT RESISTANT WNDOWS PERFORMANCE VALUES OF 1MPACP RESISTANT WWOWS PERFORMANCE VALUES OF IMPACT RESISTANT WInO PS No SHUrFERS REQUIRED NO 9AMEx9 REQUD3D NO SHUf1ERS BEa01x£D REFER TO SHEEr3 3 1X.01 7 FOR 003FAllA1x1N Ot7MS REFER TO SFMEM 5 TM 7 FOR 08DLIA M DEDUL4 REFER TO SHEETS S Dwl 7 TOR DISVIL ATON DEIAES � O til 4411 WNDOW DIME$. GLASS TYPE'29 GLASS TYPE'39 NUMV DW. GLASS TYPE'2A' GLASS TYPE'3A' MNDOW DIALS. GLASS TYPE'P.A' GLASS TYPE'3A' Q F WIDTH HOGHr Exr.(+)I 1M.(-) EXT.(+) 1M.(-) WIDTH HEIGHT IXr.(+) 1M.(-) EM.(+) 1M.(-) WIDTH HEIGHT EXT.(+) 1M.(-) EXT.(+) Mr. 20' 110.0 194.3 110.0 185.0 20' 98.8 112.8 110.0 193.0 t9-1/8' 110.0 195.0 110.0 195.0 Nang 24" 110.0 161.9 110.0 193.0 24" 83.8 95.4 110.0 120.0 28-1/228• 110.0 203.0 110.0 195.0 28" 110.0 136.6 110.0 195.0 28' 76.7 83.3 110.0 120.0 37" 110.0 t45.4 110.0 195.0 0 I+I m 30• 110.0 1295 110.0 195.0 30' �- 73.2 77.7 110.0 120.0 42" 110.0 U8.1 110.0 195.0 Z Z LL 32' � 110.0 121.4 110.0 193.0 32' 70.2 72.8 110.0 120.0 19-1/8' 110.0 190.8 110.0 185.0 pp 3g• 107.9 107.9 110.0 195.0 38' 649 38-3/B'64.5 110.0 120.0 26-1/2' 110.0 1375 110.0 190.0 I O q0' 97.1 97.1 110.0 120.0 .40' 60.0 80.0 - - 37' 98.5 885 110.0 120.0 42' 929 925 ItOA 120.0 42' 60.0 F57.5 - 42' 869 86.8 110.0 120.0 0 20• 110.0 1665 110.0 193.0 20' 86.7 110.0 189.0 19-1/8' 110.0 1449 110.0 195.0 24- 110.0 1389 110.0 190.0 24` 73.4 110.0 120.0 26-1/2' 99.7 104.3 110.0 185.0 50-5/8' 28' 110.0 116.9 110.0 195.0 28' 642 110.0 120.0 W. 74.7 74.7 110.0 120.0 30' 4Y 110.0 111.0 110.0 195.0 30' 88" 60.8 110.0 It" 4Y 659 659 110.0 120.0 32" 104.1 104.1 110.0 120.0 32" 575 110.0 112.2 19-t/8• 96.7 104.2 110.0 195.0 38' 92.5 92.5 110.0 120.0 36' 60.0 - - 28-1/2' 74.9 77.9 110.0 120.0040' 83.3 83.3 110.0 120.0 40" 80.0 - - 37' 60.0 80.0 110.0 117.0 c EpqF a' 42• 1 79.3 79.3 110A 120.0 20' 88.4 56.4 110.0 120.0 42" 1 80.0 00.0 L 20• 110.0 145.7 110.0 195.0 24' 56.1 88.1 iiiSSS 25 109.3 109.3 19-1/8' 83.0 83.0 110.0 120.0 555 3 24' 110.0 121.4 110.0 KIM.. 28' T2- 469 48.9 88.3 98.3 8-1 2 - 4 48.890.9 28' 104.1 104.1 110.0 30' 48.0 48.0 899 89.8 J7' 599 59.6 - - NOTE: 30• 97.1 97.1 11o.0 32" 43.6 43.6 85.0 85.0• •3r°. • 7ti' •� • - - GLASS CAPACITIES ON THIS SHEET ARE o `o 32- 48- 91.1 91.1 110.0 36' 60.0 sma - - • • • • • BASED ON ASTM E1300-09 (3 SEC. GUSTS) '.1M To•171�PJF AND FLORIDA BUILDING COMMISSION 36- ao.9 eoe tw.o 3z' 78, Bo.o so.o - - • '��1uHt 1 n ott�i't�C1t E7''IN&RLocle ®e DECLARATORY STATEMENT DCA05-DEC-219 40" 72.8 72.8 110.0 JB' 80.0 80.0 - - •• S • • • ••• g 42" 89.4 89.4 110.0 20' 52.0 52.0 101.3 10.920' 110.0 1295 110.0 24' 439 4J9 85.4 80.4 &*SIZE 3Y X 77 APPLICABLE TO FLANGE FRAMES ONLY Figr.JAVAD AHMM 7x E Q CML PRODUCT REVISED �y 24' BBA 107.0 110.0 199.0 28' 78' 38.1 38.1 74.3 74.3 SEE SHEET 1 FIA,PE 70392 as camptylas with Rw FwrWs CAN. 538 BuDdingCade >" 28' 923 92.3 110.0 120.0 32" 80.0 60.0 - i 4•• • 000 • • AactplsUce No�rY D131Q.tDj 66 30' S4" 84.4 88.3 110.0 1204 20' 415 413 me • •• • • • • 3Y 809 60.9 110.0 120.0 24' 34.9 34.9 68.0 1880 ATE.• • • • •• • • riQ`P� drawing tro. •• • • • • • 36' 719 71.9 110.0 120.0 28' 84' 84.5 543 - - • Dsda 4D' 64.8 64.8 110.0 120.0 30" 512 51.2 - - td�)/AREA LIMITS• • 42' 61.7 61.7 110.0 120.0 32" 48.3 46.3 - _ FOR +110.0, -120.0 PSF = 16.34 SO. FT. +110.0, -195.0 PSF = 10.00 SO. FT. sheet Sof 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION CONDITIONS FLANGE FRAME (APPLIES TO ALL FOUR SIDES) 4 u FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 o wv+ < TYPICAL ANCHORS v n ��r �.? SEE ELEV.FOR SPACGX'. SEE SHEEP B FOR DESCRIPTION TYPICAL ANCHORS �^e, ltn r KJAI:APR:fR$ it a 3 SEE 0.EV.FOR SPACING ifEi SEE SHEET 6 FOR DESCRIPTION , ,�z FVR ._ ` r nt ar r ` METAL STRUCIVRM 1 I� TH IL MIN. II SEALANT V r "'n • e.a• 'r 2 1/8" yha Y ,1,r ' ° • ,. "� .ur "� "�i I �C d � 3� , All, �kwf� INSTALLATION TYPE T WOOD BUCK TYPE '1' !l�BIBL PRESSURE TREATED TYPICAL INSTALLATION DETAIL tr ATTACHMENT TO Z ON ALL FOUR SIDES/USING WOOD ",�a METAL STRUCTURES TYPICAL ANCHORSco i� SEE ELEV.FOR SPACING N SEE SHM B FOR OESCRUnION m � O 1 3/e' v °'4.N; .gym+z f - y _ E`w', > rie tiD '' G 3 SEALANT .^ ^ ?f pe- 8- • � � e 'p, grt 2. �' `'� n '�f%Sy :ror '' Vag �-1 s. IA`+a i�- s _ � 4 �. ''y3 U 2 7 ea a v •a y 9 ; Sl h" d 5 1s ,r • BUCK INSTALLATION BY OTHERS - INSTALLATIONTYPE '3' WOOD BUCK TYPE '3' MAIM PRESSURE TRFATrn $$ $$ • TYPICAL INSTALLATION DETAIL TYPICAL-INSTALL- --- DETAIL• •• B d ON ALL FOUR SIDES/USING WOOD ON ALL FOUR 31D66/YSING iYOOD• B=�8� • •• • • • • • g.•=- • •. • . . . ••. • •. ••• •• • • • •• 3/4"X I'X 3/4"0%1%8 Enn JAVAO A NAO PRODUCTREVISED AT ANCHORIL�K7ATIONS RA�2m �ybowmwto" S • ••• • ••• • • CA.N. auA Cao f5-ol3TZ Iq t • • • • • • • • mttssDete J8 � � '� • • • • • • • • WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN •• •• • •• i • • •i i i per( dmWing no. LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER ALT. ANCHOR LOTION• ••• • •• • W98-1 OO THEM TO THE BUILDING STRUCTURE. WITH SHEAR CLIP sheet Sof 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION CONDITIONS EQUAL LEG FRAME (APPLIES TO ALL FOUR SIDES) {fir/ FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 Ad o TYPICAL ANCHORS (c SEE EIEY.FOR SPACING w SEE SHEET 6 FOR DESCRIPTIONMETAL TYPICAL ANCHORS TYPICAL ANCHORS STRUCTURES F SEE ELEV.FOR SPACING SEE ELEV. FOR SPACING 1/6'THK.MW. A SEE SHEET 6 FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTION GY, 1 3/6- LI: ull-t L2-1/2- 2-1/2'MIN. MIN. INSTAI CATION TYPE Ill WOOD BUCK TYPE '1INSTALLATION TYPE '2' WOOD BUCK TYPE '2' PRESSURE TREATED :PRESSURE TREATED Z TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL ATTACHMENT TO 0�o4. ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDES/USING WOOD METAL STRUCTURES d 1/6'MIN. n TYPICAL ANCHORS N TYPICAL ANCHORS AL ANCHORS r-� SEE ELEV.FOR SPACING pp M ro SEE BEV. FOR SPACING LEV. FOR SPACING i i TT i SEE SHEET 6 FOR DESCRIPTION p Z SEE SHEET 6 FOR DESCRIPTION SHEET 6 FOR DESCRIPTION I 4FI 8 A'f v 1 II II 11 II 11 a e•aa' •;y IP_ 2 7/6' e BACK INSTALLATION BY OTHEHtS a BUCK INSTAUATION BY OTHERS ATTACHMENT TO UP APPROVED MULLIONS INSTALLATION TYPE '3' WOOD BUCK TYPE '3' INSTALLATIDd TYB�'4. • • • •WOOD-BUCK TYPE '4' c 8 MATER aL PRESSURE TREATED • • • • • • • PRESSURE TREATED TYPICAL INSTALLATION DETAIL TYRICAL f"LLITICHN AETIL i •• ON ALL FOUR SIDES/USING WOOD Olt ALL F•OZJR SIdESM ING WOAD •• E,JAVAD MW � a CAR. PRODUCTPAVISP.D 3 FLA.PE C.A.H. 70Sf12 mcon4dylug Avidllk l+loride N 3 • ••• • ••• • • BAuHIding C No 16-0512:q • • • • • • • • �tosDme Jb � � •0 • • • • • • •• • • By dfoWtng -. WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN • •• • • • • • • Da&pmd= WADS IMPOSED BY GLAZING SYSTEM AND TRANSFER ••• • ••• • •• • 0�5 W98-100 i THEM TO THE BUILDING STRUCTURE. sheat 5. of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r PERFORMANCE VALUES OF INSTALLATION ANCHORS RMAAtG .yArv> .OF } IDPY iD; PERFORMANCE VALUES OF INSTALLATION ANCHORS HFJ'ER TO SHEET 8 FOR pE01113 REFER TO SHEET S FOR DETAILS ANCHORS d/0 SHEAR CLIP ANCHORS 1!17}1 8H6AR CUP fif16HOH8 7tfD.8Rb`A,R".Cffi ANCHORS WM SHEAR CLIP ANCHORS W/O SHEAR CLIP ANCHORS HITH SHEAR CLIP RINDO!DIALS. AT 17.O.C. AT 10'O.C. AT 17'O.C. AT 10 O.C. �9TNOOp-A1N6. AT 1?"O,C, AT Jr O.C. AT 17.O.C. AT 10'O.C. WINDOW DIMS. AT 17'O.C. AT 30'O.C. AT IT 0.6 AT 10"O.C. WM HMO Exrd+)/lNT.(-)Dx1:(+)/DR.(-)IXI'•(+)/6+rd-)FM•(+)/INf(-) ` SY�Tf! tmt8!€ .(t}/1bIL{.)IXL(+)/0+T•(-)-.(+)IW4-)DR•(+)/OR.(-) w1ofH HrlfiNr Exr.(+)/O+L(-)E%f.(+)/M•-)EXT•(+)/R+T•(-)EXT:(+)/IM:f•-) O 20' 195.0 19&0 184.8 196.0 Y 133A 10&0 76.4 1222 19-1/8' 188.0 19&0 149.4 18&0 F 24' 1954 19&0 1294 1720 36' 70' 118.4 189.8 67.9 108.6 26-1/2' 28' 198.0 195.0 107A 1814 28' 192.9 195.0 110.6 147.4 20' 19&0 1954 119.1 190.8 JT 195.0 195.0 77.2 115A $ 30' 1• 1804 195.0 1832 137.6 24' 173.1 195.0 99.2 158A 19-1/8• 195.0 195.0 151.9 1934 C' JY 180.6 185.0 984 129.0 211' 78• 148.4 195.0 88.1 13&1 26-1/2' 38-3/8' 191.2 195.0 toss 146.1 g 38' 150.0 Mo 864 114.7 30' 1J8.3 195.0 79.4 127.0 37' 136.9 Isis 784 104.7 R 7 40' 135.0 180.0 77.4 103.2 32' 1294 195.0 74.4 119.1 18-1/8' 155.0 195.0 153.5 191.9 �1- q 1. 128.8 MA 73.7 98.3 20' 195.0 1994 1327 195.0 26-1/2' 50-5/8' 193.2 1850 1109 136.5 W 20' 185.0 19&0 132.7 176.8 24' 1- 195.0 1910 110.6 165.9 3Y 138.4 173.0 78.3 99.2 a 24' 1929 19&0 110.6 147.4 28' 185.3 185.0 94,8 1422 19-1/8' 195.0 195.0 1233 19&O 20' 1653 19&0 94.8 126.4 3Y 154.3 185.0 8114 1327 20-1/2' 156.J 195.0 89.0 15" 30' 1543 19&0 58.5 117.9 4Y 37' 11.0 194.8 56.2 111.8 Z 32' 144.8 192.9 829 110.8 42' 984 171.4 58.2 98.3 W 36' 128.0 171.4 73.7 9&3 18-1 /0' 1854 19&0 1309 19&0 40' 115.7 1543 06.3 804 26-1/Y 74-1/4' 184.7 19&0 84.4 42' 1102 146.9 03.2 04.2 3T 117.9 18&8 87.8 108.1 N 20' 195.0 19&0 134.8 193.5 20 195.0 193.0 129.0 161.3 Z 28' 1929 18&O 110.6 138.2 ei JO' 48' 160.0 19&0 103.2 129.0 to 32, 1589 1950 969 120.6 1 TYPICAL .ANCHORS: SEE a V.FOR SPAC940 36' 1804 1874 86.0 107.5 O W 40' 133.0 less 77.4 90.6 IIA DIA KWIK-CON 11 FrY HILTI (Fu 163 K%Fy-ls7 1m) I O'N 42' 126.8 180.7 73.7 92.1 1 - 20' 198.0 195.0 137.6 198.0 }# D"SY{M43D13 rCS U141Fi v"1i1(1( 5 N 24' 195.0 19&D 114.7 1720 t " 28• 171.4 195.0 98.3 147.43 30' 180.0 185.0 81.7 137.8 ' 32' 1304 19&0 89.0 128.0 38• 1333 195.0 78.4 114.7 if4 '^g'` - ({' •(�ri �' r4 x i3 40• 120.0 lama a&e '103.2 1., 1 C`Ft,Y GONNt: OR''MASONif'; 42- 1143 171.4 65.6 983 20' 193.D 19&0 123A 185.8 1 i l "' tLLiNN��SF)Et1f§-'LGlDD9$ } C 24' 180.0 195.0 103.2 154.8 1 (NTO A%"-aw COUNTt ARRROVCD MULLIONS (tMPI 28' 184.3 1950 B8A 132.7 -; • 30' 1444 188.0 82.6 123.9 (�('a'ME't/�SIRt1CNItES sY �• 135.0 19&0 77.4 118.1 ANCROD M/0 RAR CI3P .; ANCHOR X=SH.ATS CUP 5( `iJ�F 1HI( MIN. (Fy se' fzo.0 180.0 Baa 103.2 " fA�)1Nltdt)M : i/8 TNK. MIN•(8063=f51N o tSF�r 4 It J CQNTAC] WiTH ALUMINUM s1Yi BE RLHq k1.y.;,° 40' 1084 1820 81.9 829 r3p 42' 102.9 1543 59.0 8&6 $O $ 20, 1-0 24' 1954 185.0 1173 164.2 h M_ 211' 175.3 19&0 loos 140.7 •• 000 • • • • • •• `k O• j g$ 30' 88' 193.6 19&3. 939 1313 • • • • • • • • • CONCRETE AT HEAD.SILL OR JAMBS PD- 3000 PSI MN. 38' 136.4 190.9 79.2 I09.5 • 36' 153.4 19&0 68.0 I2J.t •• • ••• i • •• •• C-90 HOLLOW/FlLLED BLOCK AT JAMBS rin - 2000 PS1 MIN. • • • • • • • • 40' 121.7 171.8 70.4 9&5 •- ••• •• • • • •• n o 20' 1954 195.0 129.0 180. Ew.JAVAI MOW 8 q f2Jp. PRODUCT REVISED 24' 1873 188.0 1074 180.8 F CA+70992 as nwilb ft Fl� 211' 72• 180.7 t9&o 9z1 129.0 • ••• • •e• • • X38 Acceplg-cae x'05 lq ' 30' 150.0 195.0 86.0 120.4 • • • • • • • • Ion�� 32' 140.9 te&o 50.6 112.e • • . • • . p 15 ��$ jj • • • • • •• • • trot 36drawino. ' 125.0 t7&D 71.7 100.3ie• i• i•• e•• ng••• ••• W98-100 ah�t 8 of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES ALUMINUM BUCK FRAMING DETAILS ❑❑ V + OF ALUMINUM RUCE OF ALUMINUM BUCK OF ALUMINUM BUCK �1! INSTALLATION ANCHORS INSTALLATION ANCHORS INSTALLATION ANCHORS REFER To SHEETS 3"U 6 FOR WINDOW CAPACMES WINDOW DIM9. WINDOW DIMS. WINDOW DIMS. USE LOWER APPLICABLE VALUES. 9� WIDTH HEIGHT ERF.(+) INT.(-) WMT14 HEIGHT -4+) INT.(-) WIDTH HOOHT EKT.(+) INT.(-) 0 20" 110.0 195.0 20' 105.8 120.0 19-1/9" 110.0 199.0 24' 110.0 19&D 24' 90.9 120.0 26-i/2' 110.0 195.0 O, 28" 110.0 188.5 28' 76" 80.5 1103 37' 28" 110.0 184.2 O, 1151 30' 110.0 182.4 30' 7&3 104.7 42' 110.0 152.4 32' �• 110.0 1795 32" 60.0 80.0 19-1/8" 110.0 195.0 36' 110.0 1773 36' 60.0 60.0 28-1/2' 36-3/8' 110.0 172.6 40' 105.8 145.1 20" 102.7 120.0 37' 110.0 156.3 W l9 42• 97.0 120.0 24" 88.2 120.0 42' 95.7 120.0 ,Q 20' 110.0 179.5 28" 78' 77.0 120.0 19-1/8' 110.0 195.0 dl W 24' 110.0 159.6 3D' 73.9 1013 28-1/2' 30-9/6" 110.0 154.7 1 1 28' 108.9 14&8 32' 60.0 60.0 37• 94A 120.0 30' 103.5 141.9 20" 110.0 120.0 42' 89A 120.0 j j ZZ 32' 42' 100.7 138.1 24" 97.0 120.0 19-1/8" 109.3 149.9 1 j W 38' 97.0 120.0 28' 84' 85.8 117.3 28-1/2' �, 84A 118.2 I 1 0 40" 85.2 120.0 30• BOA 80.0 37' 87A 93.1 #14_SMS 42' 9&0 120.0 J2' 60.0 60.0 42' 80.0 80.0 AT 8 FROM ENDS a 20" 110.0 199.019-1/8' 110.0 154.0 17"O.C. MAK.AT JAMBS J Z 24"O.C. MAX AT HEAD/SILL 24' 110.0 177.3 28-1/2" 74-1/4" 86.4 118.5 A 28' 110.0 180.837' N 80.0 60.0 O T 6"FROM ENDS 30' 8, 110.0 154.8 19-1/e" 1090 24"O.C.MAX.AT HEAD/su g 120.0 4 �(U�J 32` 109.1 120.0 26-1/2' 78' 84A 119.2 38` 103.8 120.0 37' 0' 98.8 120A 19-1/8" 083 180 200 A I h I n 42' 1 95.0 1 120.0 28-1/2' 77' 82.7 113.4 •y � 2A" 110.0 174.1 37' 60.0 60.0 To N 24' 110.0 182.0 Z Z 28' 99.8 120.0 p p 30" 955 120.0 • d.y� ..• ::+:. 1 M. S4' 91.9 120.0 P e+. •n• U W. 88.2 1182 • - .r t A TYPICAL ANCHORS TYPE'A'OR 'B' TYPICAL ANCHORS TYPE'C' 40' 62.2 112.7 AT 6"FROM ENDS AND AT 6"FROM ENDS AND O 42' Fms 110.5 2 1/2'LAN. 17'O.C.MAX.AT JAM13S 17'O.C.MAX AT JAMBS ZO' 110.0 1532 EDGE DLST. 17'O.C. MAX.AT HEAD/SILL I"MON. 24"O.C.MAX.AT HEAD/Sill. 24" 97.0 133.0 26` 88.8 119.0 _TYPICAL ANCHORS, SEE ELEV. FOR SPACING INSTALLATION TYPE '5' INSTALLATION TYPE 28Y WOOD BUCK OR WOOD STRUCTURES 30' 60, a" 1135 A- 1/4" DIA KWIK-CON II BY 'HILTI'(Fu-163 KSI,FY-157 KSQ 32' 79.4 106.6 TYPICAL INSTALLATION DETAIL �K �• 73.9 101.3 DIRECTLY INTO CONC. OR MASONRY ON ALL FOUR SIDES/USING ALUMINUM BUCK SYSTEM 40' 60.0 60.0 1-1/4' MIN. EMBED INTO CONC. OR MASONRY 4 20' 110.0P120.0 -1 S1,F'ystss 1051 M q DIRECTLY INTO CONC. OR FILLED BLOCK 2500 •''' a 2$ 107.8 .8491-1/4" MIN. EMBED INTO CONCRETE •• ••• • • • • • •• ,0&y28" 95.9 • • •✓ • •30' ' eta 2-1/4' MIN. EMBED INTO GROUT FILLED BLOCKS • A65 • •32' 87.3 C - 414 SMS (GRADE 2 CRS) •• •0Q„• • • 1.128 38' BO.o INiO 26Y WOOD BUCKS OR WOOD STRUCTURES •• ••�"40' 60.0 1.438 F CIVIL PRODUCT REVL311D 4 t-1/2" MIN. PENETRATION INTO WOOD � nplytu6whh*.Fh i6k FIA PE 7o69z 20" 110.0 184.5 .125 '80J CAN. DuBdillg CoAe 24• 97.0 120.0 TYPI-e ED(= DISTAN • 0:8 • ••• • • Acccpt�rce(4015-CIS12.Jq 28" 72' 86.0 717.9 INTO CONCREFE AND MASONRY = 2-1/2' MIN. 0 0 ANUMINO BU• • i i O.TIONAL COVER Q Z tan Otte 2�D78 3 30' 61.7 112.0 INTO WOOD STRUCTURE = 1" MIN. • • • • •• • • eoe3-TB NI B 32' 77.9 10&9 • •• • • • • • •cic y lhoQON drawing no. CONCRETE AT HEAD, SILL OR JAMBS Ya - 3000 PSI MIN.••• • 096 • •• • W98-1 00 38' BO.o eoo C-90 HOLLOW/FILLED SACK AT JAM139 I'm - 2000 PSI MIN. sheat 7 of 7 0:0•• • • • • ••• • • • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • M IAM I•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION i DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(796)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miRmidade.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHI 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 buil4ing code+.*..*• ..... This product is approved as described herein, and has been designed to comply W0f toe Florid@ Auilding .• _Code,including the High Velocity Hurricane Zone.- DESCRIPTION: one:DESCRIPTION:Series`TGT"Cllpped Extruded Aluminum Tube Mullion APPROVAL DOCUMENT: Drawing No. 6300JR, titled "impact—Resistant AhvuWft Tu �liions sheets 1 through' 25 of 25, prepared by manufacturer, dated 08/299dg..with .reAvision B..;..' dated 10/10/14, signed and sealed by Anthony Lynn Miller, P.E., bearing the MiN,N[Oade County&oduct:..... Control Revision stamp with the Notice of Acceptance number and expiration,dt•lV the Miami-Dade •� County Product Control Section. ;...;. •••••• LABELING: Each unit shall bear a permanent label with the manufacturer's nggte pr logQ,.city+ state,.... model/series, and following statement: "Miami-Dade County Product Control Approved", unless aferwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#14-1105.01 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. 7777777 1A�To�J:6-Q2.18.t13 MIAMIDADE COUNTY / Exhlr on Ahtjt�'4va1Dl 4d2d}1 w 7( t PaI �� PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED 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 10/10/144, 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.olipp&.a1uminum...:. mullions, prepared by Fenestration Testing Lab, Inc., Test*Report Nq.�iul,-6443 • (samples A-1 thru E-1), dated 02/28/11, and addendum letter dife'd 05/05711;signell and sealed by Marlin D. Brinson,P.E. 666890 0 •6.9 •••• (Submitted under NOA No.10-0819.05) • .... . .. ..... ...... ... . ..... C. CALCULATIONS •' •• •• •••••• 1. Anchor verification calculations and structural analysis, coup-f54jg with ftC 2010 • and with FBC 51h Edition (2014), prepared by manufacturer, dated 01/;91ts;signe.0d and sealed by Anthony Lynn Miller,P.E. ••0 ... . D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. Manue m P.E. Product ContV. 6-0218.03 aminer NOA N 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 C-Sa` E . 241 } 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. see *feer e ...... .. . ...... geggee Soso ...... go ...... ... . ..... .. .. .. ...... .�.... . . . s .ewes .. . Go* e• Manuel ,P.E. Product Contr1 E miner NOA No. -0218.03 Expiration Date: May 26,2021 Approval Date:April 14 2016 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: Lys NON-IMPACT OR LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE4i MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED. GENERAL NOTES.-1 MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. lH VTRUCf�IONS____-•-`•_•l F FIGURE 1: MULL TO 2X WOOD----2 Sze-if MULTIPLE OPEl0N0 WIDTH PORVERTICAL MULL pRCNEBTo ee 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS•MULLIONS MULL TO 1X a MASONRY-._�.2 MULLIONS / --� INSCRIBED INSIDE HAVE BEEN TESTED AS'FREE-FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL INSTALLATION NOTES,_,_^_._..2 d + � RECTANGULAR NOT HAVE A GAP OF MORE THAN 1I4•FROM THE CLIP. MULL TO MASONRY_-3 SHEETS 2-3 MULL TO STEEL SWD-.-.-__._..3 g m 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MUU_.--._-....-......-.....3 �� •^� DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN WED.THE 113 STREW INCREASE WAS NOT USED AN ERNATAECS --------M-3 Z `-' IN THIS ANCHOR EVALUATION.THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. ALTERNATA7E cuPB a O BAY MULL INSTALLATION._.........4 I 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE tIX X.375 X 2 X.375 MULL SPECS.-.. _S \\ INSTRUCTIONS. 1 X 2.78 X MULL _.__T \ 1X2.75X A5 95 MULL�PEC$Et�......-....8W Z 0 III 6)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 3.125 X Boo MULL SPECS-W.9 m O I- SEEDETAILS I I11 / 1 X 4 X.125 MULL SPECS._-....--.10 ATHRU 0: III __I 1 e�DETAILS ANCHORAGE FOR THE COMMON MULLION.SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER t X 4 X.375 TUBE MULLSPECS-11 4 SHEETS 2-3 _ i ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN 1X4X.376TMULLSPECSL 11 � SHEETS 2.3 PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 1.25X 3.158 X 255 MULL SPECS-12 � 125X325X.IWMULLSPECS-13 Z J HEIGHTB)WHEN FINDING YOUR SIZE IN THE MULLION TABLE ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.25 X 3.25 X.624 MULL SPECS-14 MULL F� 125 X 3.94X 924 MULL SPECS.-..15 GJ O LENGTH H��AL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2 X4 X.2B MULL SPECS ---16 j Z SEEDMUI L E, BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALT.BE COATED OR CORROSION RESISTANT 2 X 5 X26 MULL SPECS—ULLS 17 6 SHEET 3 AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATER ALS SHALL BE PROTECTED AS REQU9IED TO PREVENT 128 X 2.N AY MULL S SPECS-_19 � r 9D°X 328 BAY MULL SPECS.-.-_19 y Q 5 REACTIONS, 4G X325 BAY MULL SPECS.._..20 MULLION 6 CUP DIMENSIONS-21.23 O O FENESTRATION 8)REFERENCE:TEST REPORTS:FTL-8443;ELCO ULTRACOWAGGR"ATOR NOA'S EXAMPLES t 8 2.._...T�..�..._.24 I—N .- PRODUCTS MAY LOADING EXAMPI EB._�Y.25 N ED OFANYTYPL 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING R S2 MUST se CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH F N / III By PDT. RED PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS• Q O a p _= 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ a /SEIEA O�p� 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDE)THAT THE SPAN AND OPENBNG HORIZONTAL SHEETS 23 WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA MULL LENGTH HORIZONTAL MULL INSTRUCTIONS: LENGTH ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBSIFPI FOR THE OPENING USING THE ASCE-7 STANDARD. f--cPeawO WIDTH—I F HORIL MtBJ LBNGIN-+r 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTH. '"1 MULL I" �, 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANWLAR'OR'TRIANOL9AWIRAPFZOIDAL". )DUCTREVISED G '.4)FWD THE CHOSEN MULLIONS MULLION CAPACITY O.BSIFT'1 FROM TABLES 1A THROUGH 10A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING PR m mmRIYIM wlih 9m PItMiA HE ewTHE MULLION TYPE.LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE BuiI�Oo& �. I DR ST LLION CAPACITY OBTAINED SHALL MEET OR EXCEED THE DESIGN PRE83URE REQUIREMENT fLBSdFT'1 FOR THE OPEN WG OBTAINED W AcaplmeeT4o •A�� O NO Date w y HEI Y_ 1 8)FROM THE SAME TABLE USED IN STEP 4)ABOVE•FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED 0931.THIS VALUE B ho�U z REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. SINGLE MULLION SINGLE MULLION WIDTH, _ '6)FROM THE ANCHOR ACITY JABLW ON TIE SIkMrAHGET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE `��`ONK LYNN R9� /iii - ANCHORISUBSTRATE! OR I•PA�1 Ak Y�Po•@MjrT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR ;�•�t'�:•..CENSE. F•Q �� Fg3VERT10ALk!A1 ;CAPACITYISMET. • • • • • • • • • �' ,rti. MCiL PI.E1at1C8.LK 4� _ `1 See coRRESPONOwo DETAILS n IF THE MULLION CAPACITY •(LBSI•FT`)Ott PAINED�!THt•TAf�LE ISI AIOHER THAN THE DESIGN PRE93ANC REQUIREMENT 093/FT'I FOR THE = * Na 58705 t,•, FROM FIGURE 1 ABOVE OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA'TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS _ _ _ •_� VALUE LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE STANDARDS USED: 8)VERIFY THE DESIGOR&I&E RATING OR fENESTRARON PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION 82014 FLORIDA BUILDING CODE(FSC),8TH EDITION CAPACITY(LB&FPI O FOR TFIE ON•R TEM iE=OY R l=F THE TWO SHALL APPLY FORTHE ENTIRE MULLED FENESTRATION '��`CS•.!"CORfOP••��j�� 41ANSUAFBPA NOS-2012 FOR WOOD CONSTRUCTION PRODUCT ASSEMBLY. • • • • • *ALUMINUM DESIGN MANUAL,ADM-2010 9)HIGHLIGHT OPTION USED*ND TABLOVALUE:USED IN A AtFICAPt.]C ATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. \ GAISI^W100 07/32-2010 ••• • ••• • •• • FL P. 6 A.L8 A`F��E• LP, 18705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • tall DETAILA DETAIL B: MILUON o MULLION TO 2X WOOD BUCK MULLION MULLION ATTACHED TO 1X BUc11s1� aI OR WOOD FRAMING WOOD BUCK AND MASONRY ATT �Se1 ETAa1 S U-16B ri! (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BY OTHERS, wlN BEE NOTE I, 8 m F 1 I MULLION I SHEET I. c (D N W I I I I •••' •.• '•,• Z I I I SBE SHEETS .° ° ° I 1 MIN Z7ISI }• EDGE _ I 21-73 FOR HOLE d 1 I CONCRETE CMU ,1�.�• �MSEB TA8LE3 � _ STANDARD a LOCATIONS e 1..I EDGEMSTANCE 18.188 M OFFSET MULL a 1 T CE EDGEm m a I < ANCHORS MASONRY W Q 0 ERTHE e•STAL�• d ; I I I ��D/ <° i i I SIDE VIEW Z y THIS METHOD. L.WMWFOR d 4 ° ALL MULLIONS ° a e ERHERflE . d ° STANDARD _ °•e OFFSET MULL Z a TI CUP MAY BE D$i V ° INSTALLED BY a ° ° 4, EXTERIOR ? ° TMMETHOD. d .1 Z � Z ° EDGE a 1Q. v 'G ° DISTANCE ad O ° Q o a 4 FOR °' ° MASONRY e ° THE OFFSET CUP IS ANCHORS ° N •p By RECO}q�NDED FOR ° CIO fYi 8 FIN-FRAMED EXTERIOR e d °° NDOWS. UTMA µ ° ° a ~ y OTHER FRAME TYPES. Q 2 3 3 a G o TYP.ANCHOR � �•� TYP.ANCPER SUSBTPATE, TYP.ANCHOR PERSUBSTP'TR 8B ATE, SEB TABLE818.1 EEEt8.18B PERSUBSTRATE, EDGIVEND IP SEETABLES1&188 DISTANCE BUCKBT EN ' DISTANCE AND ATTACHMENT D TaP NT "OTHERS. le-188 T •. ••. • i EMBEdMUNF EMBEDMffi ' ` '�•.••• SEI NOTE 1. ANDATTACHM82MIT 1 ,,e• SHEET 1. By 86 f .•. •.. •�' BEE MIRE I• - , •� '� �• •- SHEET 7. •. • MEN 2.7 KSI CONCRETE OR CMU FRONT VIEW mR � gwtgait ' SIDE VIEW nw*mm � FRONT VIEW A 0oBy INSTALLATION NOTES: 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. I I I 2)QUANTITY OFANCHORSANDMUWONSIZESHOWNABOVEAREFORPICTORIALREPRESENTATION• •oo 00: ••• • • • `:�4��;•'4tCENSt:'••F'P ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,TETE• •• • • • • ••• • CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED.REFER TO THE TABLES ON THE • • • • • • • • • •'•is FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. •• ••• •• • • • •• _z` No.58705 _ 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXFiFAD OR FLATHEAD. _.O (/� pl / 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C.SHEET • ••• • ••• • • '•, S1T� OF 3, 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADS COUNTY APPROVED• • • • • • • •ELCO ULTRACON OR ELCO 114'S.S.AGGREGATOR MASONRY ANCHORS. • • • s`S/0 AN-• • • • •• • • i�� • •• • • • • • • A.Lff•IN1NliLLE121�.E. ••• • ••• • •• • FL P.E.#68705 0:0 •• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • rDETAIL E: MULLION � — ON TO MULLION (Aj NO 5 INTERSECTION Milt ltt>id DIREC)LXAtA )� 4 (U-CLIP) 1)MAY BE INSTALLED wt e *rOR•cRoss' �YSfF1Uir (BDCI il'fid• a�s urTECT1oNs. TANDARo Y Y 2)MAY BE INSTALLED HORMONTALLY d ® (SHOWN)OR VERTICALLY. n e NYA R � 3)SEE ULCLIP DRAWING,,SHEETS 21-23 b m {�... A BRST� FOR CORRESPONDING MULLION. TOP VIEW Z th co t7FFtSAA MAALIDN O co Ei4iPNAYf - '+� y , �~ 6178TEELSCREWS. � iqn, r A 1'#r. 4 rp [ t x MULLIONMID U8E 8M19 W ca e - t c N id lAIILLION � Z O THEOFFSET CLIP IS Z tECOMMENDED FOR `` g Fm14FRAIED Z=—ION ``\_ }& WOWILMITMAY USEOFOR � on+ac.TVrEs. EXTERIOR 7&t3E FRONT VIEW EDGE Y g �, u �b DISTANCE 3 0438 f tti TAs SIDE VIEW DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CUP SHOWN) srRuoruRE INSTALLATION NOTES: ANCMR S 1)ANCHOR EMBEDMENT TO BASE MATERIAL.SHALL BE BEYOND WALL DRESSING OR STUCCO. a �r 7a-x+a 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION0. PRODUCT EVI E2Vn FOR FkT51a ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE E BHHOLE ® B Y CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED.REFER TO THE TABLES ON THE LOCaTIONSpi(p.yt, FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. ` �� MULLION 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HE*EAD OR FLATHEAD. BY 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL Cn SHEET 3. 6)FOR MASONRY APPLICATIONS IN MU1M1EDGE -DADE COU N Y.USE ONLY MIAMI DARE COUNTY APPROVED••• ••: o • ••• • • DMWANCE ��` -(LYNN M1 ELC O ULTRACON OR ELco 1,W S.S.AGGREGATOR MASONRY ANCHORS. • • •• • • • • FORSTER STUDS THWNERTHAN aEETAmEs .�� pN.••• •••••4F • 18-738 • • ••• 78 GA AND COMPLIANT WITH THE FL ENLDIN6 �`�•t�;'•`,�GENSF '•.�X i • T IE • • �oE.a7xW�DBacxERMUsruwO. •• 000 •• • • •• ATTACHM8317'BY OTt1RA8. Y•: NO.r�8705 J. EXTERIOR USEVVOWANCHORSFECS SIDE VIEW 1 G= N° o . 6' c 8 '6 • •:• : 06: ••• ••1)FOR 2X WOOD BACKEO STEEL STUDS.WOOD '•. g E : • • • • • • • �CHORVALUESMAYB£IISED. a.��'••.FIOR\0�:'••�(ry;� •• •• • •• o • • •• o ,y•SEE CORRESPONDING MILLION TABLES. ��i4�j((�� 1 ``. ••• • ••• • •• •-HEETS&20,FOR QUANTITY OF SCREWS. A FL P.E.#68 0 P.E. FL P.E.#68706 ••• • • • • or • • • • • • • • • • • • •• • •• •• • • • •• •• • • • • ••• • • r DETAIL F: DETAIL G: FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP 111 (F CLIP) (ANGLE CUP) q �Gi sEEoa Er�usw ` eAr �i SHEETS 2 AND 3 FOR INSTALLATION TO SPECIFIC SUBSTRATE& MULLION O7W OO O O 7 taaf t rI I s W (� 0 SIDE VIEW >x sih j M SHOWN WITH I'X rX.12S 1 TOPVIEW . , 1 - 3 mUuAN EXTERIOR I rn+.AEa+oR • 25 t z t' ai s ^s Z BODWIED OFRRBLa13JP 1 $IBBTRATB 1C $ � ` BEE TABLES 18448 R�Nartroros. L w � °': a t Z O No MULLuuR I I I1 I ' w °_ J Klv S, AANSLB CLW. 1 I I I 2 PERMULLM MUST BE 1 I 1 I [ROME OF MUU- ) �"-�e-r ZzI a Jn 'y 1 x s"OP; kdR a ny S } I 1 s,p x`7 TMANCHOR PER SUBSTRATE,5 SEE TATABLES 111-148 � • , ' 7z,� ,z r� � , M f deli INTO WOOD.STEEL. STANDARD CLlPTO BE EXTERIOR AUL1 CISIORMASONRY MODIFMO(N•F11LD. EXTEPoQt 0 .4B'"- ^" r, J l�)t Rb'VL56D OF � '� os wWf lEo Rlarid� -7 rb 16-0218• 21 ® ® INTO WOOD.STEEL. �i fI,',. ALUM.OINU OR MASONRY 1 EWEDISTANCE PER ANCHOR mm1wolstaace E i • ••E • • •ROTES FOR INSTALLATION OPTION O 6 H PER ANCHOR •' ''•F')' ', ®0.0 1)L 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED OWE OF MULLION. NOTES FOR INSTALLATION OP I IONS F• •• ••• •• • • •• ` 5 2)DETAIL O:SEE TABLES IS-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE ;¢: Nn.58705 1)DETAIL IS NOT APPLICABLE FOR THE SAY OR I M X 2.1 V X.126'MULLION. LOCATIONS. 2)SEE TABLES 1S-13B FOR ANCHOR QUANTMES AND SHEETS 21.23 FOR HOLE LOCATIONS. • ••• • ••• •3)DETj�LIt SEE TABLES 188 OR 188 FOR ANCHOR QUANTITIES AND SHEET'22 FOR HOLE • • • • • L�iLTT9P� �1 ` 3)THE 2X6 CUP IS NOT SUITABLE FORTHIS APPLICATION. • • • •• •• •••• • • 'i?.<`('�'•.FLOR1pP�' G` • • • • • ''I . v� ` •00 •• • • • • • • a• •P.E FL ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE IA f MulllonCa Table fill 4dOpeningWffi(fbrva C-a*6parvr, "0T*)orOppningHelght(fortvrLwra R7nvA pI5oN 801. ]Oh 801. BON IaN 1201. 1401. 100 � Rne1.t 71a9l16mB• P+atlan•iae T +ea aae1en04ar Tnp/fdmq. RaelanyW hap"Juv. Pdwvdw TrgJTdeOB. fulaw W« Te>� - 11a lkp?d•q. Raotaepvly 71Loa ftdwV. Reofft 7FLowft;9. a 1 X2X.128 la6.1q Loa•o0 lomlp lmdkq LOS** 1.omm 1ea®p L-ft L.-ft leas,• Loadln0 loadk• lcadflq LoeAn9 lmalg Ioedt8l laedle9 Leedd9 _� d to Alm Itbe . 111 11 1 1 11 111 1 1111 11 f flo i 421. 1114 108 120.6 312 93.2 4a 1fa8 328 794 408 107.8 327 894 4a taA 316 821 408 104.0 313 66.8 404 104.0 319 148 40a /a.0 3f1 349 404 1044 319 36.0 401 104.0 319 x 48 in 744 312 518 269 824 312 714 262 634 312 87.D z4a 4eA 312 tp1 249 418 312 613 2U 374 0412 87.0 2U 31.2 312 81.0 2U 248 372 614 2U 234 3104 814 244 W 60.9261. WA 281 749 234 631 291 61.5 718 404 281 86.7 224 394 7041 621 272 36.6 261 50.1 220 314 tel 49.3 210 26.9 251 401 210 72.9 281 49.3 219 ffi0 261 49.3 213 m o 6!1. 624 247 674 207 434 247 404 37.9 247 U.0 198 324 2q 414 1804 20.2 247 39A 194 243 2477 35A 193 214 247 341 143 145 247 34f 193 144 247 341 103 m J 5o 1. 38.4 200 411 170 320 2a 3 AA 168 274 2a 314 103 244 200 28.8 180 21.3 200 27.1 159 19-2 m0 2&0 1117 IBA 100 26.0 108 = � 831. 33.4 181 361 156 27.8 tat 301 162 217 151 249 149 =7 181 244 146 144 191 724 fU 184 tel 21.T 147 Z 881. 249 740 SDA 142 24.0 156 a.1 139 20.8 tie 23.1 12e 18.0 768 21.0 134 ? Wa 3�j 7210 221 139 23.3 120 18A 139 194 119 164 139 174 its ...1 0A I Q < 781. f0.B 128 10.7 109 16.7 126 164 toy ZF < < 701. 1T.6 118 181 104 TABLE IB ANCHOR CAPACITY ADIU37MENTFORMULA N N 8� o Anchor Ca a Teb1e pe ANCHOR CAP•,,,,y„" ANCHOR CAP.- BtIENiefc 2Tk tb�wele &ak aro. Fk0mat24U Fled Gal PT and Maul )X�MULLJON )( t!r 88 E se 5718•so 11..88 Moo sip 6hd H281ae1 912 MOO Arolw Type: 3/16•Eleo uptaoen w•Woo tflft m 311V BOO UWXM w•fdeo Ume6an « UBteseel A Some/e6I eeue 9381 60"(051 USE THIS FORMULA TO OBTAIN THE"ANCHOR U X Q ApohorCtlp Pettameuwam CAPACITY REQUIRED"CORRESPONDING TO AN Ed9.oWenoe Mk f• Mir r 2-vr 3-ur r ala• r 2.1rr r sue• r o.46• oA4• a9'm• ACTUAL PRESSURE REQUIREMENT FOR THE N O Bmea•nent t•3/r t•SH• 1.314• 1-31.• r 1-Ur t-w• Mw 1-Ur 1-w• 1-v4• r f3a' 1.304• 'e1f0a OPENING.WHEN IT IS LOWER THAN THE MULLION rr11�� 2Anotwa®4.76•MIO.O.0.I61•derd«OQ9N Qlp(Fp.1k 99D b 304 b 480 b Bab 181.b 270 ma 280 b 369 b Too b 314 b ma 408 b 941 b 442 ma 560 b CAPACITY(FROM THE TABLE)OF THE SELECTED 4 AOolw•®t.ts MN.o.a!eund•a(«06e01%5D(FI0.2k 400 b Tao» WA WA WA WA 904- WA WA wA WA tW b b f17o•' MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Arop•a®3 Mnoa/ta)asalgeups/(Rp3k reob Tab eeob "some 1895- soma 5fA wA Tams 74sb 840- t897- BCeb 686Ihs 1t2ob CAPACITY WHICH MAY BE USED TO QUALIFY 2 AroM•9110.49 M1..O.a!uCOp,Wo.126'Akke.(Fb.4} WA WA WA WA WA WA WA WA WA WA 1.!A WA WA WA 716 b ADDITIONAL ANCHOR OPTIONS FROM THE 1 AoeO«/F•tl9(pI0.8} iB9 b 12310 778 b U6 0at 0427 b 1388» 140 b 177 b 370 b 157 b 332- 473 b 770 b 721106 704 b 2A09hae 1.19840.O.C/FCAp 6'Ip.Bk 240b 380b WA WA WA WA 190- WA WA WA WA WA jib U2b Gab ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES A3 THE STANDARD CIDP. FIGURE 1: FIGURE 2: TABLE NOTE&: pRODUCI'itevL4BD 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, m eomplyteB wig u001141m CO& FIOfi91 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 'I 1'00(• A No Dda 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND10R OPENING WIDTHS IS ALLOWABLE. FIGURE 3: 3)MU JON AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23. Mi•0i • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RE9TRICTION3 SHOWN ON SHEETS 21-23. 2.000• _ FIG U R ES 8 HOW SV d MS1",:PPROXIMATE4NOLE&OCATION �o� 1111 • • • • • S.• • • 128° `��0�(LYNN A11��FRi�� ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES: &CR O&1 Al StECIFI=oNS.HOLLOW AND GROUT-FILLED `��,r •.••C�gE CONCRETE BLOCK UI�{T� 6TaMM C,-S,�"AWOOD SHALL BE PRESSURE-TREATED [I- �.� Ir FIGURE* FIGURE FIGURE B: YELLOWSOUTH9INPINE#V" Sj F Tj{ ALypeW ilyl� �BE808378ANDBEAMWIMIAAOF.125' f S8T05 THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045`THICK(18 OAUGE).STRUCTURAL STEEL TO BEAT 1"X Y X.126'MULLION _ {(; No. ® LEAST THICK AND 136.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYONDZE = ' THE MATERIAL#10&1}12 ANCHORS INTO WOW 8-B MAY BE STEEL,15.3.OR 410 5.9. E ��.j•:N 0 of • • • • • • • • Gam''•.,fiLOH1Vp:''r\�9'` • •• • • • • • • A.LYNM�I��E'R`A.E ••• • ••• • •• • FLP.E.1f68705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE2A aA NW10onCapacity Table •1R7 OpenInSWldlh(forv9111aa97• nBmWiom)orOpenNpHeighhtMrhmlzoMeYyspaMnBmmom) r9�7 e0N BON 70N 801. BON I 100N I 120N 1401n %ON td Raetelquty Trap rda•• Rwftd< TmPlydr•. RwW WIW TrMrdva• Realm r TreNrdal•. Realelquiar Tlaprdr•. Losmip advoW 7 Loa09p LaMa T�� Laae9p T Loamq Loadlt• L"ft �Y q 1 x 2:.376 LadNB Loa•np Loaft Laamn9 Lae®• Loarry La fts LaeO• L480 neAlurmTubLOOm p }1g�{ xg$ Munlon e � � � � � � � � fill, 15 M 42N 170.0 970 1740 438 181.3 BR 1760 478 128.7 Bel 170.0 598 1126 BW 189.8 We 100.9 852 788.5 817 B4B fi82 188.9 817 74T 582 188.0 BIT Ba.B 6M 188.8 817 Bal BBx 1849 617 01 ABN 121.8 807 1940 419 101.4 SD7 11&2 410 88.8 69r 1047 403 780 6W 1028 359 87.8 007 88.8 397 Baa 807 BBA 30 867 801 09.0 388 43.4 807 98.0 398 38.0 OW 89.0 388 � � � 8D.818In 1039 488 114.8 379 844 458 88.9 371 741 458 Bab 354 ate 4BB 646 380 87.6 488 81.3 867 E 80.0 368 432 465 80.0 388 37.0 458 860 388 324 488 8Q0 3>• O MN 88.4 400 93.3 336 71.2 400 80.9 325 61.0 40D 727 322 83.4 q00 87.3 318 47A 400 84.0 S18 427 400 823 374 98.8 40D 81.0 313 368 400 81.8 318 2a7 400 Bt,e 313 y MI, 8x,3 324 Bao 778 81.8 334 67.8 270 KB M4 81.2 784 345 3x0 48.41 'LBO 34.8 331 439 287 31.1 37A 420 '!66 78.0 324 466 xs3 xx2 3x4 A0.8 283 19.8 37A 468 783 83N 83.8 754 87.4 782 445 251 a1x 248 364 x84 428 241 33.9 201 318 231 268 xe4 3i.7 234 749 754 Sax 233 x26 284 33.6 ?l0 196 284 334 230 tae 180 344 x30 v 88N 4g,g 280 W0019*0288 424 726 334 285 37.6 221 7B2 288 341 278 2a0 288 31.8 218 214 2BB 28.8 212 198 �6 28.0 210 187 788 27.7 2W 1i8 289 T7.T 20(I Z 2i1 •R yt 3&0 'tl6 7� 312 181 %T 7� 2a4 189 71.8 726 16.8 188 �.0 228 ?3.8 182 18.0 778 727 180 1&0 2� 763 177 728 226 118 Tf8 11.9 716 10.8 I78 TaN 30.8 2D2 202 27.1 771 2L8 209 2L9 170 W.2 202 2L8 tar 17.D 202 18.7 188 163 707 184 'M3 12e 202 18.7 180 10.8 202 188 188 48 102 148 188 r 78N 28,3 iB7 191 741 788 xD2 199 220 162 17.7 102 117 1M 167 102 18.1 '167 142 192 148 186 11.8 182 16.2 1144 160 d8 189 1i2 'LBO1M 160 tat 178 G C W N 162 19 148 713 N . TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA: W Anchor Ca a Table ibe PT Waod Utto (D_)X�MUCLLION CCAP._,r� ANCHORCAP.- X Q BOMIrelB: 79k Cammte 3.6R Cone. 7x471 FVka qdU 6118•Ela 1r4'88 Liao Yt9'Eke 1r4'89 Ela 510149d ax 8tae1 9i28ted AteholType' 3158'Eke uma4an iN•Eke lAOeoan UB�on 3/te•FJao tmma IN,Eta 118iaeon Appe<Ws l7treeon ABrBnelr Bone I03 eater 1061 9ael+(cid) USE THIS FORMULA TO OBTAIN THE"ANCHOR Q r 5 O AnohorCUpPaRRITS CAPACITY REQUIRED'CORRESPONDWGTOAN d F.O.Wtr=0ak r 1•iPC t• 1•t? autr 1• 2•iPC r 1•iR' r 3.718' r a4e• oar 6714• ACTUAL PRESSURE REQUIREMENT FOR THE Embedmrd k tAv 1.314• 1.V4• I-m- 7 t•1FP t•iN' 7.714 1•tr4' 7.114' t•iH' 7 1.118• I-w %aka z ®4.7614Iaoc.IatraardmOrerap(RB fk 3B09n mm 400 m4 ewm 1BN9• 77oma me lee T4ome 37676 BM an 846Ihe 947.6 447 ms 680b OPENING,WHEN IT IS LOWER THAN THE MULLION 4 AaWws®5.56.616.oc.r stendrd(v0tt4e0 app II' 480 b 700 bs WA t1IA WA WA 3m m WA wA WA WA WA BB2 ma 886 ms tm bs CAPACITY(FROM THE TABLE)OF THE SELECTED 4 AncWa®3.w.o.Q I W 768 Annie�11F87-3k 750 k0. 780 ma 850 m1 168063 1888ms Balms 689 ma WA 160 me 748 ms 890me 1892 ON Barb BaB ms 1120 ms WHICH YIELD BE USED TO QUALIFY MINIMUM ANCHOR ZAaot•m®0:4Y A6�.C.C./u43Iry,Mdo.126•Aaw.(FlB.4k WA WA WA WA NIA WA WA 461 WA WA WA WA WA WA 716 ma CAPACITY ADDITIONAL ANCHORYOPTIONS FROM THE 1 gnal•r/F11tp(Pq•6k 196 M 196 m1 778 ma 463 W 5x7 ma 1351. too a• 177 ms aro Oa tar as 932 m9 o9ma 170 an 721 U. ANCHOR CAPACITY TABLE. 2Anohaa 1.16•MOL C.CI W!p(FB.Bk 140 637 360 ma WA WA WA WA 180 b9 KfA WA NIA tUA wA 947 ma 412 me 480 ma NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PRODUC'RBVL48D FIGURE 1: FIGURE 2: TABLE NOTES: as c=0yIq wi0 MlIbdk Bfm owe alldNg Cosa 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING, 1�. Acoe�rr b •03_i SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. �°'� 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE B6Ai�i TLaARf FIGURE 3: 3)MULLION AND MULW(aN SHQ T T S E FOR EXACT DIMENSIONS,SEE SHEETS 21-23, 1 I i HOLES TO BE DRIUED IN E F WO��OI 1 O L•HESTRICTIONS SHOWN ON SHEETS 21-23. 2' `\�� Ny LYNN FIGURES SHOW SlNiGF37ED.AiPROYiIWT • •• • • • • ••• • LP�a`,•''•7,1GENSF'•.,F'p ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CCQQI1��LCPETE SM4LLCONFORM TO A013W SPECIOCATIONS.HOLLOW AND GROUT-FILLED .376• ` CONCRETE SLOCM;(CI0 SHALLtaNFOTCMI TORST*I GMWOOD SHALL BE PRESSURE TREATED ; No.58705 T< FIGURE* FIGURE B: FIGURE 8: YELLOW SOUTHERN PINE WITH AN SG OF 0.85.ALUMINUM SHALL BE 6083.76 AND BE A MINIMUM OF.128• 1•X2•X.376•MULUON UF THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045 THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT T106 LEAST.125 THICC AND A38.ALL ANCHORS INTO METAL SHALL.EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.&1P&�4NCHORS INTO WO0MMAY BE ST,EEL,13 ji S.S.OR 410 S.S. �,AQ�•.• so IONAL 6 o • •• • • • • • • A.LYNN MIbILEA,P.E. ••• • ••• • •• • FL P.E.A 68705 ••• • • • • or • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 3A Mufflon Cepac!W o8re) 0!- Opening (forvmgca*qmvtq intoorm)or Opening HeiaghMt 9ftowr rwspwrhv itan") A 901. 100 In 12D III i4ol. twin PACNIa" Me. RW=%dff RI'mmi. RWMVLW TWffdM- T-71 R= 1x2.7dx I"" L"ft L-ft L-ft U-ft L"d" Uaft L-dv j"AMnL U) C4 MWon 11111 fill, I I fill, )a 11111 1 a I I I T be I, fill, I!' III, I z -L70 0 V.0 15 -18 1'10.0 we 117ul 606 170.0 1 M 170.01 510[17.6 HIS 170-0 621 170.0 IM tX01 Set 148.7 1 I= 170A fill 127.5-1301 L11A I= I= ut 421, 4 no IT __!L L__L_ 97.0 It3S See NA ties 170.0 13110 M 48h 170.0 705 MA 524 Set ImA M 117&0 1 We I"A 1 1133 170.0 Sel IStA HIS 90-0 0" ISSA Itle "IS 0-0 wo ISS U I= 170.0 M r" 756 147 117.4 tO32 IQ= TMO IN aL9 I= 170.0 L Go I �0_ 631 l".8 Ion I"A 34 H4 t30A 1100 750 STA 50,82filn II&D 747 IX0 70 6 S'S 7 20 M -- 20 - _Z ocar I W 141.1 110 Sell 40.0 M G" Our 140.0 70 641. I= 707 170.0 .2 141.3 W? J70.0 M IN2 W 104 7�73 211 -0 SiA 94 44.1 M 91.5 94 L__�±7 601. T4-m m viii an ime W Tw-3-WiT late m ilco See 06.2 590 74.4 M 09.6 UMS "A M 1 878 58.8 736 MA 574 1A :_ We we 7" = ae,$ M 7SA $21 43A M X0 01 3&1 ON 7" VI IIJA 't.0 we 00.9 547 IOU Mae v?.7 m S" 531 win iiii we 737oo 7;:9-_ __n±_ win IOU ov llz4 N2 o" w.1 oil -MT SU S&O 501 168.2 W "A 40 Ski W 71.5 488 no MY S*.S 481 1_t.2 8" S&I 478 37.91 6" ev 474.33.1 607 02.7 4 z 419 46,4 510 a" 413 40.0 610 We 408 34A 610 45.9 402 202 Stu 44.4 no 2SA 1 510 44.3 309 72M InS $10 8SA 443 6SA 510 73.0 434 58.3 K 40 I._0 - - - -_L 35.7 358 LLI -- I!!I P 44.6 373 34.7 40 141.61 308 2SA 458 37.7 302 21A 4IS 30-0 7813 21 458 724 400 $7.6 M 40A 385 43.4 _L_ rZ - 435 135.1 1 35t 2&A 435 34A 344 22.9 4M 316 _!2 340 435 07.0 381 We 435 GOA 373 45.0 4MJ 439 44.7 360 35.7 435 40A 355 3Zt - - .4 S4.3 A 70b 642 A A VIP 20.31 M 327 26.7 271 2DA 3V U7 17.41 327 21.0 262 14.2 327 19.3 258 90 In 41.0 3F 43.1 2W_�_327_36.4 20 20.9 W 31.0 211) 'o fll�*2 06 In 34.4 2BY 35 2LT W 29.0 2152%24.6287 23.0 2" 21.8 W 23.1 244 - I x .4 257 -- Rat L -- - VIA W 20A 240 111 Ljuilln 24.2 2V 241 205 20.2 227 2DA 201 195 III In = 215 ZLI 194 IS.$t 2157[� 120 In 17A 184 17.9 107 ANCHOR CAPACITY ADJUSTMENT FORMULA: TAI ANC xo See See we SSA 4.f.1': 359 21.7 455 341 20.1 435 ... rA AnchorCav I FMWCMU PTVIW I (DP_)X ANCHOR CAP. 2.7k COMM& 3A 410 lob, IVE, IW Ebo tmcm ffMlr Ekm NIS'Elm UWam Ilemmunfam Ile SS Eke 5110'EI= -SS Ebo #106W 0128tNi #128ted AqWW.GdW WIIam AwGdw Sc"PS)SOW(" Sam(cm USETHIS AncharClIpPattems -IM FORMULA TO OBTAIN THE'ANCHOR aw CAPACITY REQURW CORRESPONDING TO AN 1. 1 2-IM 3-lff 2-Iff r I 34W I r O.W - She --ZW- ACTUAL PRESSURE REQUIREMENT FOR THE �7 �dp Ell M. I-IV 11w t-3w .1 r W Mw .114. _V2-ft See IN OPENING,WHEN IT IS LOWER THAN THE MULLION l;IW 230 1116 3H IN 740 be T3r-4ft I IN, I Be IN 341 CAPACITY(FROM THE TABLE)OF THE SELECTED 7 2 IN)=@4.7S`WL0.r_ISIW8m"vmmWm _NA 380 VA WA WA mm WIN 112D bs 4 Ambm 0 Iir MkL O.C.I MwdKd jor�jm Im 4 480 as 7001N WA WA 682 IN 8651b. I=IN MULLION.IT WILL YIELD A MINIMUM ANCHOR 4AUMMOTM-0-MIMM-5 M IN MIN !896 U. 540 IN ow ms WA 7809. 17Y WHICH MAY BE USED TO QUALIFY Angb CIps I M 3t WA WA_ CAPAC 2 Anchom 0-43-fift O-C,I UZM.no.126*AlIft M 4): WA WA WA WA WA_ 1 IWWA_ WA ADDITIONAL ANCHOR OPTIONS FROMTHE lAndmil'op".4 I"Im 79-5-66 Sn Me 135YA IWIN 2. _170IN 1 WIN 1 332 Ib. ANCHOR CAPACITY TABLE. WA 100ft 2 Andm @ IAV um o o I F�Cup F4-, 240 IN, 350 V. L_ NfA _j mA I WA 1 WA I WA 1 341 FA 1 442 On 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. pRoo=REMSED - mvmm" But m _ FIGURE I* FiGUREZ TABLE NOTES: BY i)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING- SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ** see 0 0 2)LINEAR INTEFTOLATION BIRTWEEI-SM OLSIN a a WoRtPFNINO WIDTHS IS ALLOWABLE. 0 a Uf IS 2.1 FIGURE 3: 3)MULLION AND otrN !H Q'P�FOR EXACT DIMENSIONS.SEE SHEETS 21-23. HOLES TO BE DR OTA n _23. 1kG No.58705 0 FIGURES SHOWSUGGESIE: APPRO MATE HOSL*R&RSTRIC' ONS SHOWN ON SHEETS 21 0 S Ct VTFI Rt tLI ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 0 E F CR $ ET r FIGURE 4. FIGURE 5: FIGURE 6: OW 1.X 2.75'X.37F MULLION �:H r .T T,7'A 'b,'r.k�P 5. 54L . 58705 IS 4: :0 0 TABLE4A ® � MuMan Capitally Table sAt opening Wldfh6br%wffcsyaspe191irgtrumon9)or BlgM ningH (forhorimnleNepeminBmlIDom) y�}6I 80k ok 70 in Mh coin 100117 12011 tdob took 5�• Reateng,u« Tep11H«q. i+ao Tet/fda•. R.9010ofer Tgnfty ReatenOd• TW fMha. Rall*& 1Mp ftlo. ReGapla T4epl0hn9. Reewpla Tg7Tdm0. Rea VAN •Mp eIM Reol«•Wer TM-- • g e. 1x2.78x IAB L.oaQ110 LpeOyly Ldadig Losde9 tmdn0 Leednp Lowing Uaft to�Anp LdeMO Lotdha lo0dn0 Loedig Laednp Loedtq loadre laadn9 gY MTim umon fill, � h h � � ffi � � � � a ,10 a 11. Z 11 fill H.11 11111 111 11 11 11 1 11 1111[111 1 43h 170.0 820 W011,71.14 170.5 744 170.0 Ore 170.0 eM 170.0 woe 170 90 170 819 170.5 f118 Ireo 621 170.0 1240 170 521 170.0 1468 170.5 Mt 16&7 1820 Imo 621 138 1620 I 1 M1 48 b 170.0 708 170 860 170.5 a64 170.5 BPL 170 We 170.0 1133 170.0 081 170.0 1275 I70A 817 170 1417 170.0 080 141.7 1417 170 Seo 121.5 1417 170.5 Bo 1118.5 1417 170.5 BM a N MAffiln 1m0 747 170.0 898 170.0 631 170.5 log Into 684 170.0 1193 170 723 1828 1268 170,0 747 148.3 1288 170 766 121.8 1288 170.0 7611 104.8 1288 170.0 768 04.4 1288 1TOA 768 W � Q "in 170 707 170.0 BOB 170.0 MI 170.0 1118 17U 764 150.7 1130 170 809 ins 1130 170.5 637 120.5 Me Me 868 100.5 1130 170.5 861 88.1 1130 170.0 681 78,3 1130 114A BBI m Mh 170.5 was 148.5 016 1023 'M IM 016 1M.5 748 109.9 Me 132.3 loo a7A 916 123.8 728 87.0 016 110.6 720 732 015 114.4 715 622 all 114A 716 54.0 916 114.5 718 as In 181.0 630 12&8 an 130.9 M4 INS 830 1232 681 84.0 990 112.2 070 8&4 630 104.5 BPL 76.9 Ste 99.4 098 83.3 830 ace 649 642 630 04.1 040 47.4 830 09.1 049 � g 8810 132.1 787 ItOA 757 119.8 638 9& 767 IDSA M4 82.0 787 00.1 814 73A 787 6&i 806 M.0 767 842 800 88A 767 79.0 803 472 787 78.2 MI 41.3 767 782 Mt z J ggg� 7211 101.7 678 108.5 652 84A 848 91A 840 M7 e3e 8&1 830 M.8 MB 722 Mt 68.6 MB M.5 1114 M.9 899 09.3 809 424 838 672 6M 38.3 838 66.3 409 31.6 839 a&9 MR ] J 7810 SO 671 0&4 408 Mt a t 70A 468 8. 71 67A 479 64.1 571 MA 471 4&0 871 88.8 484 43.2 671 61.8 4lffl 30.0 671 47A 451 9&0 871 44.8 4R 27.0 871 MA 448 � � e- � 7811 8&0 842 83.4 474 BB.r 612 70A 4M M.1 8Q M.1 458 8&0 612 02 449 464 812 81.0 442 40.0 so 47.6 437 33.3 692 4.9 429 Me So 40A 428 �.0 842 M.1 4x1 W b ELI 407 09.7 361 43.4 407 46.4 366 372 407 30A 349 32.6 407 35.3 343 2&9 407 l 338 21.0 407 20A 334 2L7 407 28.1 327 10.8 407 1A.1 9Q 18.3 407 25A 319 1-- ^P•• N O O 9611 42.8 268 44.1 320 35.8 358 372 314 30.7 350 32.4 309 28.6 098 2&9 301 23.8 308 28.1 300 21.6 358 24.0 098 17.8 969 21.0 288 18.3 358 192 204 N X look 30.1 283 30.8 205 26.1 283 25.0 251 21.5 203 22.5 247 18.0 283 10.0 2M 18.7 2M 18.0 240 16.1 293 18b 231 l[LLf r 111 h 27.5 287 268 242 23.1 287 23.8 x19 19.5 1B7 20.8 239 172 287 18.3 231 18.4 297 10.6 118 U X Q 120 In 22.0 270 2x3 209 188 229 1&e 205 16.7 220 1&2 209 TABLE 4B ANCHOR CAPACITY ADJUSTMENT FORMULA: pnohorCa Tabk ANCHORCAP.,,,,,„„ BeOetrme: 7t LUrorele &st fibro. Flo6ov Feed Cum PT Meld (DP-)X( ).ANCHOR CAP_ � 8178"Eton t/c 89 Eko$118•Elco 114.88 Eton 410 BIaN 911 Sted 812 SlAd MULLION CAP.., : AndMTVM $fir Elan t69eem 1N•Eko UftwM 3118•Ebo Lqt.= 1M mo Urww Anchor Clip Patterns 168aom Ar.... lal.. A99e0et« tk1e0(GS)saw(GM 6aae(051 USE THIS FORMULA 70 OBTAIN THE'ANCHOR EBW OWuw k r 2•IfC r 2•t!l '3-118• f• 2-11L' 1• 2-VC Y 3.18' 2• 0.46• oa• &924• CAPACITY REQUIRED'CORRESPONDING TO AN Embmm M I-W fan• Taal• 1-3w P 1-114• I'M. 1-114• I-Im 1•Uc 1.114• r taro• lana• ,eda ACTUALPRESSURE REQUIREMENT FORTHE 2A.hae®4.78•Mk.0.41swndadm0feN0IPftIk mom 3B0ms 4800ts mm 17m. 27090 MU 354 tee 740 bs 374140 884617 ate re 16a M ms Bo be OPENING,WHEN RIS LOWER THAN THEMWJON 4Arolwe 4B LlS"Ger.o.c./ata,md(«416w1 ap oHa 1t Nee 700 se WA WA wA WA 360 me WA WA WA WA wA M2 re 1120 ms CAPACITY(FROM THE TABLE)OF THE SELECTED 4.517,11«040s Mla O.QI(1J38 Aegk Alps/(Fq.3T 7o flb Tore 980 m0 foo 0p loo me 61000 wore WA RV 748 fm Bao re 1892M fiB2 be 111009 MULLION.IT WILL YIELD AMWMITO UM ANCHOR 2Arotga®oAb•r•t o.a I UCh,ed0.12T Atm.(Fb.4k WA WA WA wA WA WA WA WA wA wA WA wA WA 716 bs CAPACITY WHICH MAY BE ADDITIONAL ANCHOR OPTIONS FROM THE t AroO«IFCtp(Fl9•sk /Mme fast, T2690 M6 re an%, MR. 140 re 17700 310 am 187roe 332 re 173 ms 170 ba 22111, ZBO Pis ANCHOR CAPACITY TABLE 2 Aro1mn 1.18•Mh.0.0,Foie ek 240be 350re WA WA WA Nel iB0 Us WA WA WA WA WA 34100 442 bn 890 rs PRODUCT RBVIND NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CIDP, CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. m complying wIM am 19o4ida Bdldb*Cordo V'.p2j CLS Acce FIGURE is FIGURE 2: TABLE NOTES: 1000, r pepl0aJiimDeb 1��1 • 1)BEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. By SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. I 2)LINEAR INTERPOl^@N BE}TEI:"L LENGTHSl► WDR OPRNING WIDTHS IS ALLOWABLE ♦ i • • • • • • �� \\O.• FIGURE 3: _'�; 3)MULLION AND OWN CU H Tl�$ + R EXACT DIMENSIONS,SEE SHEETS 21-23. 2.760• HOLES TO SE DRILLED THE I .DO1�OYNO� MAL�••ri�3TR(CTIONS SHOWN ON SHEETS 21-23. R': i! • FIGURES SHOW SU@WsTE%dAPRO)**TE HQL L �1 No.58705 ANGLE CUP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 8b0. 1,6CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED FIGURE 4. FIGURE 6: FIGURE 8: YELLOW SOU7HER%PITH AN SG OF 0. UMINUM HALL BE 8083.76 AND BE A MINIMUM OF.12b' 1 Q •. S A "OF THICK.STEEL STUD$TO W A MINIMUM{j AND. G � GAUGE).STRUCTURAL STEEL TO BEAT ��'��'•.,FLORIO •• (•j• • L.EAST.126'THICKA�1DA316.ALLANCHOW N�Ta IE7AL E) ATLEAST 3SCREW THREADS BEYOND 1"X2.7SX.850`MULUON % S+ ......... • � THE MATERLAL#10&#121kNCH•R8INFO WOOD MA`iBESVSL,y8 S.OR4103.3.® i�71$�ANAL%`�ll _ll_�-J • •• • • • • • • ••• • ••• • •• • A.LYNN MILLER,P.E. FL P.E.#58706 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE SA ® � MuNon Onpulty Table OPenin0 VBl0th(for vaflw*sPmvira T""o7s)or n HdBht(fortnnhw2aYy-3peMrg mluas) �q^� 8061 BO In 741m BON BON 100 In 1M In 140N 160N R"t.pdw Tm#IHm9. Rmft*ic Tteonhu 0. R dm" 11gYillag. Rnowaft 11wrdan9. Reatm•9ar TMODI . Rohn . T1�1amq. Rea *dw TrgdO{m0• ReoNnBdm T1np7fdm8 Re51mgi0at OeWMv F p 4 1°x3.128"x Low Laing Loa610 Laing L01� Lo" I=" Laing Laing Laft Lack, Laing Land• Icing Loafing Laing Laing Laing gY TubeIff0 � � 1 fill, fill, I I h 1111 1 111 111 h I I h filla I I I 1� 1. 1 1 1 11111111111 z 173 I'D O 42 In 1700 OM 170.0 435 Ina 7M 170.0 478 170.0 BBB 170.0 508 170.9m 170.0 BIB 170.0 1118 170.0 Rt 170.0 1240 170.0 RI 170.9 1485 170.0 521 170.0 1795 1740 821 180 18R 170.0 621 J 4BN 170.9 705 770.0 R4 Ina 830 170.0 001 170.9 899 170.0 030 170.0 1133 170.0 881 Ina I= 170.0 e77 170.0 1417 170.0 680 157.7 WIT 170.0 650 13LI 157711 680 1tD1 1571 170.0 080 g to 50.OMN 170.9 747 1740 682 VILD BBB 170.0 631 170.0 1045 171X0 654 170.9 1195 1740 723 170.0 1345 1740 747 170.0 1484 Ina 758 141.7 1495 170.0 788 121-5 1405 170.0 758 108.3 1495 170.0 758 W O $4 In 170.0 7117 1700 012 170.0 950 Ina 881 170.0 1118 170.0 754 170- 1275 170.0 603 188.1 14M Ina 837 148.6 1401 170.0 850 724.0 1401 170.0 881 105.9 1401 1740 801 83.4 14M 170.0 851 ll] 80h 170.0 885 170.0 701 170.9 1083 170.0 797 105A 1158 170.0 DI6 138.7 1150 187.0 a2B 123.3 1156 158.5 817 111.0 1168 140.7 810 02.8 1188 1416 003 78.3 1188 I.L. 803 08.4 1158 144.8 OM 63 In 170.0 930 170.0 745 159-5 tae 170.0 850 131.0 1019 188.8 BBO 119.8 1049 141.7 BM 1048 1049 192.0 638 BAB 1048 1746 828 789 1059 718.3 RO 88A 1049 1189 618 58A 1048 1148 810 Z Mh 186.9 856 1740 789 130.9 06S 151.3 W4 118.1 863 139.7 788 1041 956 121.4 778 926 095 1129 785 83.4 OSS 108.4 757 80.5 MS 99.6 749 69A RB 06.7 748 R.1 966 083 748 z 0. '{ j 72 N 128.9 BM 794.8 587 107.9 Bal 1149 BR 91.8 Bao 101.1 070 95.9 803 911 659 71.4 803 63.9 649 &3 BM 78.6 542 53.6 803 72.2 832 459 BM 89.8 828 441 861 89.7 627 Z 70N 1091 721 114.1 On 91.0 721 07.0 818 76.0 721 D8.I w 88.3 721 7OA 6M 80.7 721 70.1 E89 64.0 721 81X4 878 4SA 721 R.1 688 38.0 721 50.8 604 361 721 58.1 589 7 78N 101.0 664 100.4 BM 84.2 884 09.4 587 722 881 78A 678 63.1 884 744 587 50.1 Bet 64.4 NO 60.5 N 59.9 Ni 421 ON 64.1 841 38.1 0% 61.3 088 31.0664 80.8 631 O69 814 07.9 466 86D 514 57.3 40 47.0 814 50.0 440 41.1 514 "A 433 96.8 514 40A 427 329 514 37.3 421 VA 814 36.0 412 238 814 30.4 495 20.8 514 M.9 495 MN x 'r^ MN 54.2 49 55.7 404 451 4R 47A 395 38.7 4R 409 390 33A 452 30.4 384 341 462 328 378 27.1 4R 30.3 373 226 4R 28.8 395 f9A 4R 242 3R 1BA 4R 71.8 385 X N U7 108 h 38.1 367 98.8 322 31.7 367 327 317 271 357 20.4 312 23.8 387 ?5.2 300 21.1 357 71.7 395 19A 367 248 29D 16A 367 70.0 295 13A 357 181 257 119 381 18A 283 Q 111 07 N 36.1 338 35.8 308 282 338 90.1 S01 25A 338 28.1 295 21.8 378 23.1 282 19.8 338 20.8 288 17A 336 i8A 284 14.8 330 16.6 278 729 398 14.8 273 11.0 SSB 13.8 269 � x 3 1MN 27.7 288 283 M3 23.1 289 23.7 268 i9.D 289 M-5 Me 17.3 289 11X1 1R 15.4 288 18.9 248 73.0 288 149 Z48 11A 288 128 210 0.0 269 11.4 238 BJ 288 t0A 232 Q r O O TABLE fiB ANCHOR CAPACITY ADJUSTMENT FORMULA: CILA It An@horCa Table ANOHORCAP.,,m•,,., 6utewft 7k COMMe 0.69 Cmc. No55a cmu Rae6Cd1U PT Wa00 Md9 (DPm)X� >nANCHOR CAP. '7 yur ve•89aeoeneFJco vasso- 010ete9 •1281ee1 6126ted MULLIONCAP.o ., Anch•rCOpPattetns Iaalmn7Deh-3MV'.E1c0LMmw V4'6¢oUBmcm Uuaem anCE"tulmcm VP6xo0mecm Agreoxor ubacm A,r,8.s la Bcnl•(cl�BensM8ortnm USE THIS FORMULA TO OBTAIN THE'ANCHOR ftatmee OnT2-uz r z ur aus• i• z-vz rr 3.1 2 0.01• 0014• 0.3'44• CAPACITY REQUIRED'CORRESPONDING TO AN 154• 1.314• taro• r bV4• t-v4• 1.114• f•u4• 1tm• t-v4• r I-w IaiStaACTUAL PRESSURE REQUIREMENT FOR THE 2ArAIm9494,76•FBno.C.12MnOxaaomel 01911 s0on a ft an0 me 1644 a13 27om9 �a 3619» 7401teme341e9 44ame eso oa OPENING,WHEN 1718 LOWER OF THE EMULLION LECTEDeArctm49t.teWN o.¢/slawnd Laroma)cW01+9 ri 700 ae WA WA NIA NIA 88D•s NIA NIA wA WA WA 662 m eMm ttMma CPACITY(FROM THE TABLE)OF THE SELECTID4Arclfo•®9MN.O.O.I 2k8Aroco1/(RC 3I 780 an Sao m1 754�b 1898 540E8 560 on N61 760me 7480• eBD 1p9 18920.3 6R•a 886®° t1M10e MULLION.IT WILL Yp=LDAMIN9.4UM ANCHOR WA N61 WA NIA WA WA NIA WA NIA wA WA WA wA 1079m CAPACITY WHICH MAY BE USEDTO QUALIFY tArcMfIFGp 6): 79095 tMma 275101.3 44Bme B22D1 198579 turas t7/ars 9TOma tB7m! 992mt 4790.3 170.5 221aD MO ma ADDRIONALANCHOROPT70NSFROMTNE 2pnea•9�t.t9'Len O.CJF Sk 210109 950 as NIA WA N7A hlA 490IN Nal WA NIA WA NIA 311 Da 442 ms 080b ANCHOR CAPACITY TABLE. NOTE FOR THE OFFSET CLIP.USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. �ODULT q wIlh d D uil�yla6�dFh 9hoT+tarlda F7.000'�1 Ae� mM 14-b SIB-03 FIGURE 1: FIGURE 2: TABLE NOTES 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. Dodo P1aQ1rol ��71111111A7 2)LINEAR INTEOPOLATIItR t&4EEJ MIy.0 WN4rHCANQ/8I?OPENING WIDTHS IS ALLOWABLE 3.125' • • •• • • • • • �0 .•....•e F FIGURE 3: 3)MULLION AND IIIULUONWlIPSISH49WNARM NQ1Ti0SCAI€FOR EXACT DIMENSIONS.SEE SHEETS 2123. HOLES TO BE DjjttlI�I TPiE F1ELMOtILOVENGIDIMENS10NAL RESTRICTIONS SHOWN ON SHEETS 21-23. •y;; No,58705 I FIGURES 9HOWSUfiOt ,APOWUMATE 1-10215 LOCAMONS. ANGLE CUP MUST BE USED IN PAR& 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED •5w �" CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED "O•:� FIGURE 4: FIGURE 5: FIGURE 8: YELLOW SOUTNERM•IME WITH AN OG QF49A5.ALUMINUM SHA(,L BE 6083-TS AND BE A MINIMUM OF.126• 1•X d72b'X.5'MULLION THICK.STEEL UD340 BEA MINIMUM GRAVE 33 AMD.055'ONOK(18 GAUGE).STRUCTURAL STEEL To BE AT (1•VF MULLION '�� .!ICOR\D.•'�G`. 1T�T LIJ LEAST A iC At�A36�ALL/�IEHORA INTO ME7F,L SFWIi DRENO AT LEAST 3 SCREW THREADSBEYOND 'i • ..••• �.�� (J THE MATE IbL#10 8`pj2 ARCHS7lLS W'I'�WS10C1TAAY�ST�L,19.8 S.S.OR 410 9.3. ONA Lyl www LFJE'2 •o• • ••• • ••• ••• A NIMVL ,P.E. 58705 000 • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• •o• • 0 0 ••• 0 0 s TABLE 8A Ta)tie ° oil 1441498 e---Pw e H ht#6r ► uo H win Som 70th Mtn tooth pp tteplfaenG u TrepRaenB- Reahrt9f0+ Trawrfts RedwrA r 71gIfAmB• 4ald�u& 90fer toefn9 LetA04i�0� l 10lft g a 1 4%,425 warm Leat Umft �9 Loeat weft Leena tonere �m Lm1t � � taa�g d AUM70110' C4 0 W;7. 147 170.0 436 170.0 744 170.0 478 17&0 BBB 170.0 608 170-0 W2 170.0 819 170-0 lite 1740 bat 170.0 1240 1740 601 17&0 1488 170.0 621 146-0 1489 170-0 621 127-0 t4W 170-0 bat 9 170-0 604 170-0 040 170-0 884 1740 ON 17&0 630 170.0 1133 170.0 MI 170.0 1078 17&0 877 168.9 1300 1740 000 1307 1300 170.0 680 111.7 1903 170.0 680 877 13M 170-0 080 170.0 603 170.0 BBB 170.0 031 170-0 1018 1720 SUN 170.0 1198 570.0 703 168.1 1736 1740 747 140-0 1236 170-0 768 111.1 1m T/0A 768 tWA 1236 17&0 768 87A 1234 17&0 768 O 17&0 810 170-0 966 170.0 BBI 170-0 1118 170.0 764 161.4 1168 170.0 803 1372 1168 1740 837 123.6 1168 17&0 868 100.8 1168 170-0 881 BB1 1168 17&0 881 77Z 1168 170.0 881 m J 60th 1740 884 170.0 701 188.7 1013 17&0 7W 142.9 104 181.1 0.'9 128.1 1042 14&7 018 1113 109 198-0 801 100.0 109 13DZ 791 83.4 109 iW.t 780 71-0 1012 126.1 784 826 1M2 83H 170.0 670 170.0 743 181.2 982 103.8 018 129.8 W0. 144A 7W 113.4 882 191.0 782 1048 882 101.4 768 90.7 W0. 114-0 769 75A N2 100.4 748 84-0 W0. 108.0 744 00.7 W0. 108-0 7M U 1 B6H 186-0 847 170.0 789 137.8 90 14&0 70 it0.1 987 130.3 r8B 103A BI7 117.7 762 9L8 017 109.7 738 e2T 947 1022 727 88.9 047 08.1 T3 6&1 917 84.0 711 41.7 947 6/A 711 Z y .' 7tH 1S6A 8411 1427 737 1193 819 121-0 722 W.0 818 108.9 708 04.9 048 80.4 898 78-0 849 68.7 888 07A 649 627 070 66.8 849 767 658 41A 849 728 862 lR.6 89 72A 861 = Cn 1'16 116-0 782 1247 686 88.3 762 102-0 662 626 782 NA 840 72Z 782 BOA W9 04Z 762 742 ON 877 782 BBZ 613 4&1 782 s" 660_; 413 rsx BBA 9a/ 780 69A tws J Oil Jill 78th 108.9 721 111-0 834 BB.O 724 04A 621 78.3 724 Bab BW 8B-0 724 74.4 4N W.4 724 00.1 691 63.1 721 80.4 661 H.b 704 677 673 3BZ 724 047 887 93.4 721 83A 688 _ C p BOH W.8 61S 71.8483 1&0 69 80.7 474 49.7 613 60A 488 49A by 47.1 488 38.8 443 428 400 34.8 69 N.6 40 2A0 643 34A 436 24.8 w 321 430 21.7 69 347 408 ty1L z :.. B4H 67.3 476 60A 427 47.8 478 49.7 HB 4&9 478 49.0 414 36.8 470 98.8 408 S17 478 9{7 400 26.7 47b 32.0 3W 23.11 !r8 21.1 388 00.6 478 28.8 380 17A 478 24.4 376 N P\p � C 108th 40.3 #1110341 37.6 377 34.8 336 20.6 3n 30.0 330 aa2 377 26.8 221 371 T4A 321 20.1 377 24.0 317 fee 977 16.0 310 14A57.$'602/62.$= dix Y97.1 349 937 31.0 318 2&4 36127.8 313 232 387 24A WO 20A 347 22A 906 10.6 981 241 301 tat 367 17A 204 554 LB aB7 24.0 308 2&1 271 21.0 309 M.7 710 147 308 192 287 18.3 308 177 083 Q fffSVVVAAA 141. 17A 214 172 tee T �v TABLE BB ANCHORCAPACITYAWU ENTFORMULA - � ,� T HalOrdtU F•MddU VWOe (p�)X�ANCHORCAP.•,,.,\.ANCHOR CAP.,,, -t `MULLION 3/18•Eko ibeeeae tf4"Ebe 11.11$41 w•88 Eloo 6110'EHo 1!4.89 0100 810 Btml 91281$$1 H28mtl 'mcm w4up PAttems Ae4N�"w 9H6"El-18101-0 fi11' bt8f 8vo0 ,• A90nHiemr t8treoatl AW1e�N0t 9$1$04l&e)Berea(43 Bu86f0 USE THIS FORMULA TO OBTAIN THE"ANCHOR t• 2.1[4' .=r, ,2• 3•VB' T 2.1Q t• 2-11X' z 3118' r 0.41• 0.84' 0.304• CAPACITY REQUIRED"COIiRESPONDWGTOAN lalP taro• 1OR 414• #•fir 7 1•tH• t-w• taro• t-u0.• MA, mw 7 tare• taws• .ease OPENING,WH3URE REOWERT AN THE U 3N18 WOme 430 me 1.4 me 4791$ 280 36419 749 ma 3748n 664 me 04$16 34101 21he Oq OPENING,WHEN IT IS IOWERTHANTHENIULLKD 4 Anahwe 49 2�M4.ac.i s1m,4.a toroe�O c�ff47.37 700 me 79994 689 mn /419 W a9 ms WA 5W me WA 8302• WA 880813 WA 682 80. 88618$ 1120 me CAPACITY(FROM THE TABLE)OF THE SELECTED OA1•Me®1.1s MH.O.QIBUnBsd(o106e1)G4p 1Fb.4j BBO ms 14901! wA 1.A WA WA 7801$4 WA WA WA ruA WA 13836- t77ams 224011p MULLION.IT WILL YIEU)AMINIMUM ANCHOR 4 Aaron 93'bQ--jo.UWALtw- U-9 ffre.e): 78018 7801$ 880-- 1680 m3 i8N m0 6100• b80I0s WA 78018 748 me BWon 1882 me 88218$ 88610$ 1120 me CAPACITY LACHMAYSEIONS TO QUALIFY eaooron®3•A0&O.G/W7abAtle I(Fq. 11701$ 11708$ 10000- 244018 2R4m8 810 me SW WA 11401$ tt2zle, 162018 28780414 1W2Bn 13vOn teeome ADORIONALANCHOROPTIONSFROMTHE PROOUC7REVISBD t AroOorn@OAS MH.O.Q 11H719,edo.t2b"AUm.1Fi9.7): WA WA WA WA WA wA WA WA WA WA WA WA WA WA 14301$ ANCHOR CAPACITY TASLE 2 AroOue®aZ6' ¢W. 369 W 960 me 2N me 70610+ 478 me WA 280{W WA 316 me WA 440 i� -WA 347 me 44200 Q80 m4 ,,, as wmplYGfB witd the 11101N• 48018 7001$ WA WA WA wA 3MIOa WA WA WA WA WA 862 me 886 me 112018 ., 1. t s y( b�(a,0� 4 Ate+Oeta 1.8'NH.O.C/FAD •"•+•[ h A NO NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. 1111 DBI$ $Q$( TABLE NOTES: SMjemt n,,,�e1 F{gURB`'l;', FfOUR1ir2S �`"FIt3URE 3 FIGURE 4: FIGURE FKiURE 0: 1i SEE ET 1ST^'R,UCTK)�N'SeON U31N0 THE TABLES AND 3HEEf FOR INFORMATION ON LOADING.SEE • • • • • • • • • • • SHEEj32f FQI `iF"�ii`^YHSI""i'nHi ENS s'''1B' JC E'•. 2)LWEWINTERPQLAi14NB9E1VE�slrgy JEAZI-IS 3 " • • • • • • 21-2&HOLM T� 'pR{Nt EDAIfOtMIaLIOR AIN T14E FIELD LLOW WG DIMENSIONAL RESTRICTI4HOYM ANE NOV TO SCALE FOR ONS SHOWN ON SHEETS CT DIMENSIONS,SEE 2'11--20.F FIGURES SHOW FIGURE& FIGURE 8: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. -0 • • • • 4)$LMWBAFW:CONCPEJEsbt"COWORVTOAC13M SPECOCATIONS.HOLLOW AND GROUT•FILLEDp STATE CONawrp 1eLOCK UNIT(QMU)SITYI CON(BOR(p TQ/CSjM C-80.WOOD SHALL BE PRESSURE-TREATED YELLOW 12b~ �i''c�'• F10R\O?••'C7'.� • • • • O�114 ERN4WE WITH ANOG 0140.55.ALUMINUM SYAI.19BE 6OW76 AND BE A MINIMUM OF.12V THICK.STEEL Sil�ss"....... �`\•: • • ODS TO MINIMUM GRABE 33 AND.048►IA HOK(1 DGAL104 STRUCTURAL STEEL TO BE AT LEAST.126'THICK // tO,iVA/1�L._1� ANGLE CUP(FIGURES 6&8)MUST BE USED W PAIRS' 038.A TNCHOF�3jN-TO AI SHALL EXTENE A?LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10& .11 XM X.126` A LYNN MILER.P.E. #12 ANC}i0 WTO MAY STEEL,•198 S.S.tlR 410 SS. ' MULttOM " FL P E.#58705 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 7A � Mullion Capacity Table P46Y$� Opening B91dtb(tmV8AC1M-sPB^^IaBmlllons)•rOpeningHsIglit(torhod muMam) F0n BON 70in BON BON 160in 110N 140In ISO in Tn9/lde9. RUMMA r TlepRdmq. Rmfe M" T.901.% Reewgd. TooldlM Neel•g" TMOT". R1dum"102 hepmlag. RaotevPlier AgVfdmO. Rm4tenWer hepndm9. Rt•10du T1eP'R.19•1x4 x.375 Lesd59 LWAVA0 L"InO Load" 11th$ Ia+dna Lwft Ined59 fnedng Luk" 'tmd,• Leadn9 Leedna f4edog leedn0 hdlg Lw•e8 L-dm FU3 to Alum,Tubs &toms $ � � a 1, I I� I� 1� _ 1 11 Z � m il1 42N 1I am time 436 170.0 744 170.0 470 170.0 ON 110.0 006 170.0 592 170.0 819 170.0 1119 170.0 BRI 170.0 1240 170.0 621 170.0 1488 170.0 621 170.0 1736 170.0 all 170.0 1003 170.0 597 J 48N 170.0 708 170.0 524 170.0 no 170.0 684 170.0 592 170.0 am 770.0 1133 170.0 881 170.0 1278 170.0 877 170.0 1417 170.0 859 170.0 1700 770.0 880 170.0 t0e3 170.0 659 161.0 2024 170.0 800 7 � 59.emN 170.0 747 170.0 883 170.0 898 170-0 831 170.0 10411 170.0 884 170.0 AIN 170.0 723 170.0 1346 170.0 747 170.0 1494 170.0 759 170.0 1783 170.0 759 188.0 1818 170.0 788 138.0 1818 170.0 788 LU 0 84N 170.0 787 170.0 811 170.0 888 170.0 OBI 170.0 1116 170.0 784 170.0 1276 170.0 BOS 170.0 1434 170.0 837 170.0 IS" 170.0 888 169,8 1780 170.0 061 137.1 1788 170.0 861 120-0 1789 170.0 881 = N 40N 170.0 886 170.0 781 17D.0 IOB3 170.0 741/ 170.0 1?/0 170.0 678 470.0 1417 170.0 844 170.0 1594 170.0 9418 100.0 1819 170.0 1033 128.8 1819 170.0 1083 111.0 1619 Me 1003 87.2 1819 170.0 5083 F'- � J 59N 170.0 870 iTOA 746 170.0 1116 170.0 880 170.0 1302 170.0 940 170.0 1488 170.0 1010 ISO 1842 17D.0 1078 141.0 1612 170.0 1122 117.0 1042 1086 1108 iW] 1042 187.8 1167 88.1 1642 1079 1167 01. 170.0 594 170.0 708 170.0 1169 170.0 803 170.0 1364 170.0 1002 1801 1472 170.01080 142A 1471 186.8 1148 128.6 1472 168.8 1130 107.1 1472 1471 1108 0i1 1472 148.0 1104 we 1472 148.0 1101 Z 72 In 170.0 1083 170.0 M 170.0 1276 170.0 1008 159.0 1320 188.2 1101 1320 1770 1591 1080 1179 1320 137A 1088 100.8 1910 1248 1018 88.0 1310 117.0 1021 744 1320 112.0 1813 840 1320 172.0 1012 � a Z 79N 1740 1172 170.0 597 149.0 4184 169.4 1813 1282 7184 1391 959 1122 1184 176.7 878 99.7 1184 1143 064 We 1184 107.5 052 741 1184 871 935 84.1 1184 83.1 927 86.1 1784 823 8ffi � y 8 78In 168.1 1174 170.0 887 178.4 117.0 147.0 1001 110.0 1124 1248 047 103& 1124 1180 Wt 929 1124 108.6 818 83.0 1124 00.6 008 89.2 1121 00.0 659 69.9 1124 603 881 010 1124 039 070 BON 108A a" 111.6 700 80.1 all 94.3 738 77.2 a" 82.1 724 671 8N 739 712 80.1 814 88.6 702 04.0 BM 61.4 693 440 8M 642 070 36.11 841 040 BB8 328 844 47.7 BB2 In � (V 90N 41&1 742 811 80.1 742 741 779 862 828 742 872 G7 80.7 742 591 801 401 742 861 871 44.6 742 448 814 37.1 742 43.0 800 31,8 742 748 600 271 742 37.6 684 A O 100N 82O 586 63A 630 59.1 BBB 631 521 M.7 686 46.0 813 39.1 088 410 400 340 608 579 496 31.7 BBB 342 492 18.1 600 79.0 401 279 BOO 240 472 18.0 588 267 486 rn f� 111In BTA 660 as 603 46.0 590 49A 459 41.2 596 429 487 980 668 340 490 320 Gag 741 473 28 468 31.3 487 240 Aga 27.1 467 ROA Lis 263 448 760 66S 72.4 441 Q N IRON 440 474 46.4 433 340 476 38.0 420 321 476 33.7 420 201 476 201 414 709 470 261 408 171 418 24.6 404 10.0 476 21.1 189 478 147 387 74.3 478 17.2 381 4.7 )( Q O O 1M N 70.4 930 78.7 306 220 330 224 301 18.0 33D 19.3 297 180 330 170 293 a t- ANCHOR CAPACITY ADJUSTMENT FORMULA: ®(e TABLE 741 Anchor Cs eal Table ANCHORCAP.,,e,,,,, Imta: Wit Carole 3.5k Caw N amu FSS( Pl'Y794d Ne*1 (D_)XC ,!ANCHOR GAP.,. MUWON CAP.,,.,nee wirEbo yr as Elm 8/t8•Eloe tt4' doo 8108letl 812 Simi 612 B&d MchorCOpPathma dno0' VIE EI t 02 AMEtOM=a l9Oman 3118•ElmUlaa34n tH•EwUmaem A59�e� LWM A9•ewla a..pm S4mw(0S) Baee1R USE THIS FORMULA TOOBTAlNTHE'ANCHOR Edge 0b1•xe IN P 2.112' t• 2-3w 3•tf8• 11 VIM 7• 1414' r 3•UB' r 0.48• o`w 092r ACTUALRESSURE REQUIRECAPACITY REQUIREW MENT FOR THE Embe•neet(N3 PONDING TO AN tai+• 1aM taH' tato• 7 t-vr I•tN' t-1K• t•tH• t•tr+• 1.1H• r tart tafs• Wt OPENING,WHEN IT IS LOWER THAN THE MULLION 2AndwQ4.7W1VA0.0./Ste�dald arORelaO{Fp.161j Im Bn 440M 090 IffNM 2TO Oie 2WM 369 Ba 74000 374 Us fW 94t1•e 3118r the DB 4 Ane8ae 0 iwMi.oa./sw"d/aoase09n997+.3p moms 700" wom. U10 w• Maa WA Soo 029 WA own" wA eeome WA Baz ma Be4me 1120®. CAPACITY(FROM THE TABLE)MINIM THE SELECTED OAneBae®1.18-µd.O.C,/glen0rd(erOOmO CBp�p.1): BBO ma 1400 @a WA WA WA WA 780 VA WA WA WA WA WA I-- 3)M 983 ma 117002. 2240 Alia MULLION.IT WILL YIEI.DAMWIMUM ANCHOR 4AroMta®rBan.o.0./212.5 Angie Cage rIRF 6): 7Bow 7�0an 590* 185011* 1598* 410* BBOIbe WA 7809!3 748 me eed me 1882* 682* B86w 1102* CAPACITYWHIC 14OR BE USED TOQUALIFY 6.081.00.®3'e4n.O.Q/Q)236Anpkafpa/LRO•Bk 8170 roe 020023 tom 023 2340* 2844* now e4ow WA 1140Ibe 11220. 1320* 2WrN 4022* 132rw 18599- ADDITIONALANCHOROPTIONSFROMTHE 4 Aroaae®0.48.314L 0.C./11Qtp,Into.I�AbN.(H9.7): WA WA WA NfA WA WA WA WA WA WA NIA WA WA WA 1430 w ANCHOR CAPACITY TABLE. PRODUCT RBVISBD 2Ane11ae B7.2:1'MIn.O.ClF13iB(FlW 8): 390* 380* mOl 7Bsw 4780* WA 2501ba WA 31300 HW 440109 WA 341* 442 me 45513 a�iy(gg wah 160 Flatda 4 Aoeh3n®1.iS Ath.0.CJ Fi7iD IITF�: 480 w 700 w WA WA WA WA 3m me N/A WA WA WA WA 851 w Rion IMPA 1.000" Building Code' �2d8•D NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. �'^ nam a0 �D X21 TABLE NOTES By Floduct FIGURE 1: FIGURE 2• FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION 111 I I I f f ON LOAD1W%S�E MEEP 70 FG%GEN%RAL•INSTWTION METHODS. • • • • • • • • • • • • • • • • • • 2)LINEAR INTERPOIWT1oK9ETvw*B**MtjL$4C�HS AND/OR OPENING WIDTHS IS ALLOWABLE. ,f0............ 3)MULI)RN1WD MULLION CMPMHOWN•iRBNOT TW CALF FOR EXACT DIMENSIONS,SEE 4.0�' • • • • • • • U. • • SME 23.��19 TO SI*ORIIJt.ED INBIFIL•FTE60FOLLOWIN0 DIMENSIONAL RESTRICTIONS 4.000' _;:: Nu.50705 SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. FIGURE B FIGURE(1: FIGURE 7: 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND %-0'•� spy Y6 LU M1 • • • • GROUT•FO. CONCRETE Ag_OW JMiT(CMU)&HALL CQNFORM TO ASTM C-90.WOOD SHALL BE (TE O ,�.�` PRESS TREATEDYELLOWSOUIVERNPINEWM*ANCGOF0.65.ALUMINUMSHALLBE %Vita PLOR10�•'�[9 • • • • 5WAANND EA NIMUJ71bF 1Zb'THICK>1JTELeLSNWTOBEAMINIMl1MGRADE 33AND.046" 375' 378' i lr • ..... `. T (18 URALeSTEELTOBE•ATL�S T!�126'THICKANDA38 ALL ANCHORS l _� ISS/QP�I\t.�.�. ANGLE CUP(FIGURES 588)MUST BE USED IN PAIRS. IN-WTAL$HALL T L 3 SCI: H 1OWS BEYOND THE MATERIAL..910&#12 .T"-MULLION 1•X C X)N A LS'NIN MILLE"1�.P.E. ANCHORS INTO WOOD MAY BE STEEL 1&8 3.S.OR 410 3. FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE BA � Mu@on Capacity Table Opening Width(t9rroeraeelly Spam"mu®wre 0r Opening Height(T hworlmr ta%-s amrlg-fions) Wt. BOm 7016 pot. 90In loom 12016 14om ISO In }1$GF Rmt0lglBa Treplr8mp. tt v 7tepi5m& Re °r LWd1q l�dng -X-M.I Loe•R0 Tl p T a 1wpR8ug. Raetm•ir Tntp/ldenp. Rxmn9tty Tw7Rlm. 6! 1J 8'x Lead99 ly�g Lex•p8 � �q Lwft La" LeadnB lotAn7 Loednp Lmditq s00m�m 3.188'x to Mr AIUM Tube Man �g � �� fill, 111 11 fill, 1,11,11, 1, F10 iiVli �� '�11 ! fill 1 ill 11 o � Gin 170.0 BIO 170.0 430 170.0 744 170.0 478 170.0 NO 170.0 806 170.0 Olt 170.0 Ole 170.0 1118 170.0 621 170.0 1910 170.0 011 1780 1488 170.0 621 170.0 1736 170.0 821 1$tA 1789 170.0 621 J W 4616 170.0 las 170.0 824 170.0 860 170.0 084 170.0 998 170.0 830 170.0 1133 170.0 801 170.0 1278 170.0 WT 170.0 1417 170.0 880 104.8 1616 170.0 080 1327 1619 170.0 No 116.1 1618 170.0 am :3 t/7 50025 In 170.0 747 170.0 883 170.0 890 170.0 031 170.0 1010 170.0 884 1702 ttas 170.0 723 170.0 1318 170.0 747 197.0 1488 1700 780 1382 1488 1740 768 1169 1488 170.0 758 106.4 1468 170.0 708 LU 3 0 N m 170.0 797 17010 812 170.0 060 170.0 891 170.0 1118 170.0 761 170.0 1278 170.0 8a3 1811 1378 170.0 937 148.8 1378 170.0 868 172.3 1378 170.0 801 101.6 1379 Me BBI 81.7 178 170.0 861 m ^j ~ 6010 170.0 888 170.0 701 1740 1093 170.0 787 1648 1169 110.0 878 138.0 1158 187.4 030 123,6 1160 188.8 916 1112 1108 180.0 812 927 1188 144.0 gas 780 1168 144.0 806 890 1188 114.8 am W to 0316 170.0 830 179.0 746 1841 Iasi 1740 850 1372 1081 1649 Bas 120.I 1051 142.0 BIB 1047 ISM 13x3 837 041 1001 12LI a30 80.1 1661 1148 BI2 848 Iasi 1141 821 80.0 1061 1141 821 ? N 1 9- 1 So gem 181.1 067 170.0 768 1382 967 /610 808 110.4 987 134.0 780 104.4 967 121A 77! 920 067 112.8 787 818 957 1040 769 69.8 9A 1040 780 80.7 957 040 7N 822 957 B49 748 Z 7116 128.7 804 1352 898 1072 804 1182 884 81.8 804 101.3 871 80.4 804 SIA 680 710 804 84.1 800 64A 801 780 813 630 Bat 7x9 933 440 001 690 820 102 804 806 628 = � Z 7016 109.4 712 114.0 830 912 722 972 pie 741 7a 86.3 808 990 712 78.7 asp sox 712 70.3 688 64.7 lax BSA NO 40.8 7a 6a6 870 Sat 771 5&7 566 312 M 662 584 r I- ry 7816 1012 886 105,6 WO 84.4 880 BPA 698 72.3 886 7BA 677 832 800 700 006 BBZ 088 81.6 680 640 Bas 90.1 653 422 M6 842 619 382 886 61.4 637 910 886 60.7 638 0516 asA 816 aee 467 NA 616 670 449 4T.1 078 60.1 Nt 412 816 N.7 491 39.0 818 400 428 310 811 37A 422 270 616 311 H9 zt6 810 300 407 208 618 241 404 )( a y O M m 54.3 453 55.8 404 46.3 467 47.1 387 346 483 410 391 330 453 38A Sas 302 483 33.0 379 272 441 300 374 228 483 20.8 388 190 447 21.3 380 f7A 483 229 N 7} O r 10816 341 368 U.0 329 31.8 358 820 318 27.2 359 284 313 23.9 1 358 752 308 212 360 227 304 141 S65 20.8 300 180 368 780 20.1 N df S2 S2 71st. 341 378 360 300 20.3 336 30.1 30t 241 338 241 107 820 388 832 783 19.6 388 20.0 288 17.0 316 10.1 286 to to 1mm 27.0 aee 282 201 232 200 230 280 148 780 200 758 170 las 182 283 180 280 180 2N V N tum tat 201 tag tea IT d G '(� TABLE In ANCHOR CAPACITY ADJUSTMENT FORMULA: 2 &a"R AnehorCa ON Table Ib• ANCHORCAP.,m,., 8008 27xcomras lotcec. "dim mu MOM PTwam Nda (OP-)X( )=ANCHOR CAP.,,, UWA Vd•ssPYo Or1e•Eca 11'r as 8m6tea •1xs1etl •rtatetl MULTONCAP.a,,,., AnehorClPPaltBm• AMWTOM 3nSFEI0006fa® WEcouatscon tc9Mlfprxm VCE U&xm AgpreOaar u5ncm Applaftsiv smar(O6)aver7� s4ra006) USE THIS FORMULA TO OBTAIN THE'ANCHOR EmbMard 0 taro• tsrr l 814• areis 2-117 1w 2-IM v4• LVC t•1N• t•>Ir 1-114• t vv 2 tars• 1818 lodes ACTUAL PRESSUREACITY RIREQUIREMENT FOR THEREIr CORRESPONDING TO znrarow®4.78 San O.C./91amaB v 09e1 oo9 919 tg Sas m W 46o ms team098 20D Be 364 Ste 716 s7e 90 88/ms •jW-its 941®3 M- 112 OPENING,WHEN R IS TABLE)LOWER F THE E LMULLIOND 4 AacOaw its Yh oc.lsla mw la Olae0t3p lFl4 27 416163 716 m WA WAuA Seems N91 WA NA WA WA gad eb 898 mt nm oB CAPACITY(FROM THE TABLE)OF THE SELECTED 4Arcicw®8'Mh 0.0.1 Qj 815.0105 C7pl/ a; 780 am 700161 83099 1615 Se0169 660141 tJIA 780166 -74-9-go 980166 189191 60888 888116 7t70Ire MELTON.IT WILL YIELDAMINIMUM ANCHOR 4 Arcttta®o.46.9tm.o.0./ua69.mm.t29'Aluw.Pip.47 tVA WA WA WAA wA tVA HM tVA WA WA NA wA 14901 CAPACITY WHICH MAY BE USm TO QUALIFY nrcN890Sa 140 F. 16161 870 tat t01m3 s9xm1 +tams 17088 221 me 280•e ADDITIONAL ANCHOR OPTIONS FROM THE aAOCn•1@IJSFNIa O.CIE (Fla 21001 36091 N!A WA N!A 190 tm•s ttA WA WA WA WA 34198 44208 56098 ANCHOR CAPACITY TABLE PRODUCTg with NOTE:FOR THE OFFSET CLIP,113E THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. °4 tIdInScamplCoda the P19riat AMI Cade 1.fo•'6218.03 FIGURE 1• FIGURE 2: 1-1.260" •i AtaPlion No TABLE NOTES: tan bete ?AZI • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 28 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Mie®i ►radua ill 11111/ 2)TNNAR*1NTE*R*PQ*LA7FojONjEV&W 4ILLIWA AND/OR OPENING WIDTHS IS ALLOWABLE. ��rpN'I,L..N, FIGURES: • IS •• • • • • • 8.188• `��,�'�:•''v7G£NgF '•.•�Q 3)MULLION AND%1kXL1-f0N GLIPB S14OWN IRE NO'*T0 SCALE.FOR EXACT DIMENSIONS,SEE ANGLE CLIP MUST S.HuF�•-�1S,1�T 2 t0 DRILLtD III THE FIELDiOLLOWINO DIbIENS10NAL RESTRICTIONS ;; BE USED n�+VN S�1-�J'IWIGUAtS SNOW%UdUESTED,APPROXIMATE HOLE LOCATIONS. _ 010.587G5 _ 285' IN PARS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND D 8 C� ''��` FIGURE 4: FIGURES: FIGURE @ GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•80.WOOD SHALL 0' ,' U SE 3UREt'TREATED Y*LL"SOUTHERPM'INE W&TH AN SG OF 0.66.ALUMINUM SHALL BE 1 . 8083 EAMINIMllNJ OF.12rTHICKPSTNELeTUbSTO BEAMINIMUM GRADE 33 AND 12SX318e'x289'MULTON �;�� LUFIO�.•'\�`� 04rbICK 8O!�GE). TRU AIRAL�7EEL BL•A"EAST.I70 THICK AND A38.ALL (t-1!4•VF MULLION) ��'1,St�'/pNAI_ "NN • • [LID 70/0684812 At9CHORS IWWO �Y BE 3j18�R 4ROEADS BEYOND THE MATERIAL A. ISII j 1 P.E- AMUCHORSNVM A6 FL P.E.R 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 9A �_ Mupbn C Tabla IbsMt7 Opening Width((orvebeaRfrmp6nd6o mlfiorol oro aning Heght(torh*rIWIda37;paining wAorr1 yy�Wtrlftrcc� p. wh wt. 701. so In Wk, 1 tools i30b Min ISO p f1e.44oWia Tn9rrft* Rsmnvor mwn4w0 aeavow Tmprdap. ReoleoOWu Tmnan9. Raeos99W TogrdM fteot*ft TMWW-& Roo1•do TmoT6.9. tt.ol-ww TooTeM4 Re.lslgdv TmwMMq. 4 1.28a9S6 Laaa,>a �y,p toNq tosdin9 Le.6bq Le aep Le4dn9 Loa4a• L9a•1• Load1• Loa•o9 Le•&tp LN•Iq Load1• loft Loft L"ft Laft $Y " °° g1 1, fill, h1 �� 11fill, 1, 1 1 111i f 1 111 111 0 L Q b 170.0 820 170.0 436 170.0 7N 170.0 470 170.0 880 170.0 QOB 17&0 9B2 170.0 619 170.0 1118 170.0 521 169.3 1110 170.0 621 127.7 1116 170.0 521 IWO 1118 170.0 621 B&6 1118 170.0 021 IO b 1TOA 708 110.0 634 170.0 690 170.0 004 167.0 970 110.0 630 N0.7 978 170.0 get 130.4 978 170.0 an 117.3 9IS 170.0 6Bo 97.6 818 170.0 680 67.0 916 170.0 BOD TJ.3 BTB 470.0 eeo = 00.836b 170.0 747 170.0 689 17&0 898 1TOA eN 100.7 027 170.0 884 IS,9 B77 788.0 708 1172 927 109.1 699 }00.6 827 188.1 890 87.9 927 168.9 Wb 70.4 927 188.3 0� B&9 227 f6&S 886 T` D'', O 61b t7&0 7B1 170.0 612 1&.6 BBB 170.0 881 592.6 614 163.9 OB9 110.9 08B 141.8 88B 114.0 88B 1N.0 880 93.7 BW 130.8 861 n8 688 128.(1 602 80.2 869 128.6 802 $2B 889 1266 062 W OOb 1431 748 183.0 834 118.0 7N iJ2J 630 1023 748 117.8 ON 80.5 748 107.8 699 79.6 145 101.0 6B2 718 7N 98.8 667 69.7 7N 9&9 Bag 611 748 B38 60.1 14.8 748 938 00;1 w J Bib 1233 On 132A 618 103.1 8n 1191 688 88.4 BIT 100.4 Sda 719 977 91A Be 80.7 677 601 699 811 en 61.0 6J1 6L8 en 77.0 629 N2 en 70.7 628 3a7 W 76] 629 684 107.6 817 tU.1 670 68.7 Btt eT.0 679 n4Is, 617 60.J 869 878 817 768 S00 t.8 617 728 4N 638 517 S&T 408 N.8 617 84.1 489 98.4 017 B27 N3 us all 0&7 402 = �� Mb B2A 61B B7.t 460 68.1 618 741 K11210 Bal 432 618 615 6BA 489 N.1 618 84.2 419 41A 618 00.7 414 916 516 4&0 408 20.8 6t6 IS.O 406 269 618 40.0 406 7eb 708 486 73.7 406 68.7 Ie6 620 4a 64.8 no 44.1 480 N.4 J64 99.2 468 468378 961 486 122 974 20.4 ND 98.J 907 �1 488 30.6 984 22.0 486 30.280.0 881 513 Nt 673 N1 60.8 A2 40.8 Nt N.4 986 382 N1 41.0 380 J26 N1 90.7 36B 27.2 Nt 34.9 919 2J8 N1 39.1 3N 10.4 Nt 327 116OBON 4TA 993 A38 996 3&4 992 J7A 392323M 22.5 33'L 2U nO 23A 937 1&1 275 3I1 J32 24.1 2tt 17.1 392 31.3 188 161 392 198 282 12J � p95.0 281 96A 260 30.1 291 J08 291 20.4 261 218 2B1 29.8 2N 111.4 201 21.5 3N 17.6 281 'U 241 14.0 121 238 128 291 10.6 932 +atOB b 21.8 230261 30a l0.6 230 21.1 23D 10.9 201 t&4 330 10.2 1B6 Tn 111 b 23.8 418 29.1 1B7 1&9 10.4 211 10.6 191N120In 17.9 iaT 1&2 170 14.0167168 N3 X Q N 0 TABLE 9B ANCHOR CAPACITY ADJUSTMENT FORMULA- To ORMU)A: - � •R AnehorCa Table ANCHOR CAP.,,,, ` 7 B,p 278C•atete 3.5k Cm. 1btm7 F6bd/7.14 PT Vi d 6214 (DP,,,)X( °'")mANCHORCAP. 1q• FJoo 8114 Etae Vr 88 Elco MO Sled Btt ehel B12ftted MULLION CAP.,,„,,,o Anohor Cop Pattam9 AnP7iorTy'p°' 3116•Mo.Ulm. tIP Eieo tr6re0e11 3nB•Eteo tlNaem 1H•El-IlBmaan ul� nwleGal'r , 7b•a6�11r Soree(G5)8o LG5) Scmw(GAA USE THIS FORMULA TO OBTAIN THEANCHOR Eape t2ttmas Mk r 2-tpt• r z va• 3.116• r 2•ur r 2•ur r 3.118• r '(L oA4• 9.32r CAPACITY REQUIRED•CORRESPONDING TO AN EmbeA6nd 89 tart fara• taro• tart r 1.189• 1-va• t-v4• 1-1N• I err 1-u4• r tau• fare• t6rin ACTUAL PRESSURE REQUIREMENT FOR THE 2 M.hws® .76• o.0.r etntlu0 aroTNl f0P(119.tk 99D r 300 roe Ibo 0• ego m9 1544 WS 270 tbs 2891bs 384 a• 10 a6 974 roe 8N a» m me 941 oa 442166 bt OPENING,WHEN R IS LOWER THAN THE MULLION 42 A.1 b ®L.M u O.C./stendM6 Og OIf6�Cq(RB.2k 400 ns 700 M wA WA IVA WA 390 V. WA WA WA WA WA 002 M. 683 an 1128 bn CAPACITY(FROM THE TABLE)OF THE SELECTED 4Ane71onG7Mho.Q/002t6An9b taptl(Fi9.1k 780b 7®@. B8D1a 1680Ibt INS rot 0402• 560 mt WA •700169 746 me BBOM 1892®6 882.5 666 au it20p MULLION.IT WILL YIELD A MINIMUM ANCHOR 3A=bntio.0rWb.e.C./IIa;99.bb.t0o•A9aA.lFl9.4k WA WA WA WA WA WA WA NIA KA WA WA WA WA WA waft CAPACITYWHICH MAY BEUSED TOQUALIFY 1Aneb9r/F4np(Flp.bk 1B3b iB61ba 226 be N6M ea lb 13814 t4om, tnlb. a70@e 1e70n 3329. 47905 floe 22Ime 28901 ADDITIONAL ANCHOR OPTIONS FROM THE 2AOdva 1.17 W6O.0/Fqp 240b 360 bs tUA WA 7UA WA iBOOIe M/A WA WA INA 7UA 311 roe 142 m3 680b ANCHOR CAPACITY TABLE. 1'RT3DUC7RBVISBD m complying wbh 160 Flachla =cBy ot et yo•pylb•0-11 IGURE t: FIGURE Z TABLE NOTES: 1260• U n D6te� rLOZ • . • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS- 2) "",,��''' 1b ,,.,Ip,� IIII 2)UN9AR WT•ERPNAT(ON:E*?r*MOLL CENy��AND10R OPENING WIDTHS IS ALLOWABLE. LYNN FIGURE 3: • • •• • • • • • 3.250• a',•''�LGENSE'•., t ANG "AND (1I 98HDW*W&NOTdM SCALE.FOR EXACT DIMENSIONS,SEE �1:. BEIU8ED $�HCfT238�U e�DF�IL6D 191ML•FIELD pnLLOWING DIMENSIONAL RESTRICTIONS • . S S 21-2 FIGU 38HEW0UGBeSIED.APPROXkPAATEHOLELOCATIONS. _ No.58705 _ IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND .100• - /�•N GROUT-FILLED CONCRETE BLOCK UNIT(MM SHALL CONFORM TO ASTM M.WOOD SHALL "O -/ FIGURE 4: FIGURE 8: FIGURE S. SE PRS,%"�E9rREATED YSLA.OVAMUTHERNOWE WRH AN SG OF 0.86.ALUMINUM SHALL BE S'(A 4•C t ` • 8083 ANOE A MINIMUNP OF.10V THICKASTREL.S1TUD6 TO BE A MINIMUM GRADE 33AND % �` •.,FCOR\OP•'�F� ICK 8 GA�(iE)$$-AU STEED. IBE76T LEAST.126`THICKAND AX ALL 1.ffi'X 3.Z8•X.700• % �• ""� ��'�� AWN,,S I Q MM sT1ALL 4D AT L.FJ_3 jCR�THREADS BEYOND THE MATERIAL MULLION ��r j1Q R�• #10i4tR ANCHORS INiO Y BE ST€�L,1 .OR 4109.5. A LYNr4 MIL.LEF�,P.E. FL P.E.#68705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r TABLE 109 Mtmlan Cepec{q Table @aAl) opening VwIft OOrvdiceTy'3petNttA mt0mts)w0penlnp Ne10M 0brb002otealye�ttnillp md90re) aob Bab 761 80 In ebb loaf. 11291 u9L 160b q Rx1ra9Wr Tr tlfrlrg. Rena qw. Topma 2. P-dwVida Tc t&M R-t-Plw Twit og. R4caneutm T.AT.g R.Nr•Wu Tw ft4m. wop w Taprehhas Rxl•i61W7 Tmpnbvq. Retl•grLe Tr•pTri®p. 0. 1l- -- 12811325 Lo- 1A ➢ Lm�q L•rBn9 tvedk• LO•Bne L• • LOa1 L.&V LwiF• Le78ng lmdkg LD•9n6 Ln+4109 lotli0p le•d•e LadOp LOc6k• Y e.6u d uxMp Alum.Tube '�.. '� '�'.. '� '�.. `� ¢ .. �' '�.. �' .. -f �.. �.. `�.. '� Ita '� 1 �.. "� '�.. D 'i.. N MulVon �� $'�. t IFS $�. �$ $ $� g $1. �. � f $ ��, ��. ��. 8ulI u `� 2I88u8& Z rimy 424 170.0 670 170.0 436 1700 744 170.0 478 110.0 866 170.0 606 1700 982 110.0 6U 170.0 Illi 170.0 621 1TOA 1249 U0.0 621 170.0 1186 170.0 621 770.0 1735 1700 621 170.0 1887 170.0 621 1._ I , -0 I llu Na 170.0 708 170.0 671 1700 660 110.0 681 110.0 892 IRS 630 170.0 1133 170.0 681 MIS 1276 170.0 877 110.0 to? 170.0 860 170.0 7100 170.0 6o 189.7 019 170.0 am 146.6 10.18 MS 680 � �L Cn d0.516I 170.0 747 170.0 583 1700 696 110.8 631 1700 1018 170A 681 170.0 ties 170.0 127 170.0 1315 170.0 747 170.0 1491 7/0.0 766 1TOA 1783 170.0 788 162.6 1677 170.0 768 1]L6 1817 170.0 768 Q 64 a 110.0 787 170.0 612 170.0 856 170.0 691 170.0 11U 7700 761 170A 1276 170.0 803 100+1434 170.0 83/ 170.0 1691 110.0 658 168.1 1759 170.0 681 U4.1 1769 170.0 081 117.3 1769 176.0 861 co F BOIa 170.0 885 170.0 701 170.0 1063 110.0 187 170.0 210 7/0.0 878 170.0 Utz 170.0 914 UL1611 1740 998 146-0 1511 110.0 1033 120b 571 170.0 1083 103.6 1511 170.0 1063 80.8 1511 170.0 1083 0310 1T0.0 me 170.0 745 170.0 1116 170.0 BS) MA 1907 170.0 900 1SSA 1370 170.0 1016 139.2 1370 170.0 1016 1253 UIO 764.0 m2 104.0 370 165.6 7012 69.5 1710 1653 tOTD 763 7310 1653 1070 � d BB iO 170.0 874 170.0 789 170.0 1169 170.0 803 165.9 12N 110.0 1002 1962 1218 166.0 113+9,1 7248 1d7.t 1000 108.9 1218 U9A BU 809 U48 130.4 918 71.6 1258 12&0 876 88.1 1748 UBA 976 Z J y4 7210 1IBS 1018 170.0 676 138.0 1019 1601 690 1189 1019 1321 876 1063 1019 119.1 8632 1010 109] 818 83.8 1018 102.1 878 699 1048 913 826 59.9 1019 972 820 62.1 1018 81.1 820 ..1 7810 117.7 811 149.1 672 1189 911 176.8 805 101.8 91 7112 AI 69.2 941 100.0 7R 783 641 013 786 7L4 941 859 767 695 841 719. 7N 61.0 9H 71.0 T3T 409 911 133 738 � � �•- � 76 in 1320 081 131.0 783 110.0 691 116.9 787 813 891 1024 763 BTb BN 11.9 740 13.3 694 N.1 730 68.0 891 783 721 66A 691 70.7 707 47.1 891 87.0 701 41.3 686 88.1 890 901n 869 81t 88.1 698 71.8 871 74.9 685 81A 671 653 616 63.7 571 68.2 686 47.7 671 629 868 43.0 677 489 -T- 90 61 3S9 671 43.1 639 30.7 811 39.7 531 269 871 879 RB Z m G � 8810 70.8 890 T2.B 627 89.0 680 61.1 618 �.8 680 631 609 N.3 590 47.d 602 993 690 43.0 481 36.4 690 399 416 28.6 690 31.7 411 953 680 315 489 ?L1 690 289 481 u 109 in 49.7 466 609 421 419 IB6 426 IN 3db 486 37.1 400 31.1 488 318 402 279 488 28.7 398 24.9 468 21.1 391 TO.T 488 235 382 179 160 212 376 16.6 488 U.8 370 fn N 1161 1114 469 Nt 48.7 400 302 N7 393 797 30.1 N1 34.1 387 22A 441 30.2 382 269 N1 27.2 376 229 N7 U.2 372 19.1 NI 21b 363 189 Nf 193 358 143 N1 179 361 X UOiO 38.9 ale 788 314 302 371 71.0 979 'ffi9 318 289 374 ?2.7 378 21.7 978 70.1 378 213 19.1 718 19.6 371 Iii 778 18.7 714 F:. y (n 144m 219 262 212 242 175 262 17.8 239 15A 262 16.3 236 Q < 0 Q n. LE 108 ANCHOR CAPACRYADJUSTMENT FORMULA, TAB AnahorCepeWq Table abs) ANCHOR CAP.,m,,,.,R ANCHOR CAP. Su08t0ue 27kOentnle idkcme. "CROW CMU FMeOCtda (KWooO Ilti• (DP®)X(MULLIONCAP.,,,,a,.,�n OI14 Elco Y4•BB Elco ons.EI0 114•SS eco 610 Sten 8128feet e1281ee1 AnehorCOPPatleme aneF3cofuacon va•i]coUOaton NOrazon atetEfcouftam va•C3olNruon A{ a u6t.m p99te0dar Bt76•(L36)Saa7(1161 ser•r(Oe) USE THIS FORMULA TO OBTAINTHE'ANCHOR gsfalre 1• 24/r r 2-vz 21W r 2-ur z 3416• z 0.48• eed' 0924• ACTUAL P REQUIRED'SUREQUIREMENT FOR TO AN THE EmBeaOeN n 1814• 1.574• 7914• 7.314• z 1.114• 1.11r t-v4• 1-v4• 1-t/r 1.114• z 1.316• 493' +ebea ACTUAL PRESSURE REQUIREMENT FORTHE 2ArcM19®4.746anac.laferml0oro0xt 11 tm we 450 Me 000/9 16NIs No M. M salon 401ge 374219 BB4ob 94694 33146 dl2be 660.9 OPENING,WHEN IT IS LOWER THAN THE MULLION d.018046®1.15 Nlrt Or-I SI.106N(Orl71eB1)C6p p90.21 46018 7009n WA NL\ NIA NIA 9BD®e WA WA WA WA WA 682 as 886 bs 1120 m+ CAPACITY(FROM THE TABLE)OF THE SELECTED 4Ar0 I.IV IR O r-.QlB112r8ArybCfBf/096.21 760w 780 Oa am an im in IBM as 640 We 660 fm --- 760IOs 74�Ie BBO a• 18020e 682be MOB 112016 MULLION.IT WILL YIELD A MINIMUM ANCHOR 9AtRM•®054•MOL O.RIU•C ,nb.1D0'1Wm.tFg 41 NU WA N01 N/A NIA NIA WA NU NU NIA WA NIA NA WA 000 ee CAPACITY WHICH MAY BE USED TO QUALIFY tAo.Iwmcrairl F-r3p 61 196 Ba ttri m. 22006 N6 be m2 as 18646 14011 11Im Sro 1te 181916 Bs2Ia 479Ie 170 b6 znon 280196 ADDITIONAL ANCHOR OPTIONS FROM THE 2 krtatf®1.15 NBfI O.C1 F q1• 210 ms 350Io WA WA WA NIA 1B0Ia WA WA NU wA WA 311818 442106 an ANCHOR CAPACITY TABLEED pRO0Il7CT Rarils with*a Os rnmpging thF101(de °A ��3 •0218,45 FIGURE 1: FIGURE 2: TABLE NOTES: 1260• Irld t3mo 1�) • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION BN�m1 Pro" ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 7711 l I l 177 INGAR INTERFGLAiIOt�x ynEI01 I�ILI�.Ef�(n ANDIOR OPENING WIDTHS IS ALLOWABLE- 2)L FIGURE 3: • • •• • • • • • , �7cENSE '•.,? ANGLE 3)MULLION M MULLODN49LM SNOW#If•E NO=TO SCALE FOR EXACT DIMENSIONS,SEE 3260' �t: •.,;c'= CLIP MUST SHEEEJ:$211.23 DRILLED IIB THE FlELOfOLLOWING DIMENSIONAL RESTRICTIONS Plo.3S'f 05 + • BE USED SHO ON SAEI:TS 27:0 OR IOU11E8 S=UAGEST•ED,APPROXIMATE HOLE LOCATIONS. _ < Q ' IN PAIRS. 4}SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND FIGURE 4: FIGURE 6 FIGURE @ GROUT-Fn I CONCRETE BLOCK UNIT(CMU)SHALL CONFORM 7'O ASTM C-90-WOOD SHALL gdq• Tc BE PIIESSURWTREATED IELW W YOUTHER9►PINE WJTH AN SG OF 0.68.ALUMINUM SHALL BE .-L U �� • • S0W4�33-;6 AN BE A MINIMUM OF.708'THICK STEELBTlp3 TO BEA MINIMUM GRADE 33 AND !(�VZ`HORS 18 GyUOE).StRU RAL STEEL T•BSATO EAST.124•THICKAND 938.ALL .. • L TAL dAT LAvlI'3•CREW THREADS BEYOND THE MATERIAL 12�MULLION'�d• A.bNNIM L,ili .P.E. 1UOf&0)12 AJICHORS 141TQ Y BE qV t 18%•S%.OR 470 S.S. FL P.EJ)68705 • 000 • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 0 0 TABLE 11A "Ion Cepaeily Telaw olia) A Cponfrul Vddin(69rvedWtopamtnD m1Gom)0ropenln0Helpht(lorhorboftB6y3<pmlldtt9I in-) � 50bBolo 70b BOB sob toob 120b 140b 150 in t�p ROtlpguhl Trepr-v. R-ed •i4t TI.Wdsa9. Re-a- TWdm9. Re.t4tguiu Tnptrdm9. Rod. I TlapWdB.g Ru-"N iar TiWrdng. Redalgula TIeWTIInq. R4a1m9de/ TwyTdroq. [L�uhr h�b0 ppYn O 128x3.24 L-Rn2 L..db9 Lwdug L..fm8 u-no ImGnp L..d4g LwArg lmdi.8 Inrtll.9 Ladne tmd2g Lo.dig LaG.9 lerdfe8 Loed6q 6 e 974 tt Alum.roan ,� $.. '� '�,. '�.. h1e, '� '�,. '� �.. '� tx t f E It � �.. �.. t t 'T f.. '� Mullion �� ga �� is i Ia �x fa 11 �1 u uu v 47 v u v u v u u u n u z g Hto N s u u Baa �a g a a as : a a >a o e7I0 Imo m0 1702 435 1740 7" 1702 476 170,0 eeB 1702 608 imo 892 170.0 6119 170.0 1116 190 621 170.0 1240 170.0 611 INA UN 190 6211 V" 125 170.0 521 110.0 1993 170.0 at : W 481. 190 701 1702 614 1702 850 170.0 6M 170.0 992 170.0 m0 170.0 1193 1702 861 1102 1778 1792 877 1702 1411 1702 860 1702 1700 170.0 880 AOA 188] 1702 680 190 22Q 170.0 880 to BOM. 170.0 747 1702 683 170.0 898 1'mA 691 110.0 1018 170.0 884 INA 1148 INA 727 110.0 1346 1702 741 170-0 H94 1700 768 1701 1193 Ina 768 1702 1092 170.0 The 190 2]87 170.0 766 W 0 61 in 170.0 781 1702 612 170.0 968 170.0 891 1702 1118 1702 764 190 12]6 INA 903 1TOA 1434 INA 937 170-0115" 170-0 886 INA 1913 190 861 170,0 2731 Imo 881 480.2 249 170.0 861 H NIn 170.0 885 1702 701 170A 1063 170.0 797 INA 1240 170.0 979 170.0 1417 1740 944 170.0 1684 170.0 688 1702 1771 170A 1033 11"0 2125 19.0 1083 1483 218] 1702 Hm 12B.e 1183 i1D.0 1083 mb 190 970 170.0 746 1702 1118 1702 860 170.0 139 170.0 810 110.0 1488 170.0 1016 1740 1573 170.0 1078 170.0 1869 110,0 1122 1689 2080 170.0 119 134.6 2080 IRA 1171 117.7 20M imo 1171 W 68In 190 874 170.0 7m 1702 119 170.0 800 imA 1381 170.0 1w2 INA 1668 INA 1086 170.0 im tm0 1166 1nBA 194e 1702 1210 1430 1968 170.0 7276 1128 1866 1102 1768 101.2 1985 170.0 1288 Z (!) 729 170.0 tom 170.0 878 tm.0 1276 imo tom INA H85 HOA the INA 1700 170.0 1728 164.1 1734 1702 7316 139.1 1734 H6.e 1988 1148 1734 1549 1364 99.1 1734 1%4 1362 847 7734 1802 1352 J IS in 170.0 iH2 110.0 m1 190 1948 190 ION HBA 1858 AOA 1209 141A 1688 156.2 1285 131.1 1669 161.6 1268 717.9 1885 1412 lot 88.3 1568 Q43 1729 &5 1668 1923 1219 73,7 16w 7212 1216 Z 7Bb 190 1161 1740 987 INA 1361 MA 1116 155.9 H7l H9.3 1246 136A 1477 t62,0 1224 121.2 H71 139.1 1208 109.1 1471 129.6 7H1 80.9 1177 118.9 1169 71.9 1477 1148 1158 582 I. H93 1181 er win H2O i1H 1185 988 1144 11H 123.9 988 1011 1110 107.2 851 69.8 1110 943 we 782 1110 o7.6 923 71.0 1110 6o.1 B10 692 1110 713 401 60.7 1110 Wit 979 44.4 1110 81.7 9m m Q O Z Bain 117.0 916 1203 ON 87.5 876 H1A 065 83.6 976 m3 B42 73.2 876 78.6 an 65A 876 712 817 68.6 876 MA OR 482 976 VA 789 412 876 62.3 778 ]88 876 48.3 781 F �� toes. m5 Ty 811 898 ]4- -Z33 711 70.7 886 5B.7 771 613 674 61A 771 64.3 884 45.7 771 49.0 666 41.1 711 MA 847 343 771 ]8.8 474 7BA 771 362 671 76.7 771 92.4 812 N 1111. 76.7 770 7/.7 861 730 640 860 61.1 730 583 810 473 730 48.8 831 421 730 46.0 872 9L9 730 41.1 814 315 730 362 600 212 740 312 689 23.7 130 7B5 581 W x52 1101n 695 m4 81.0 6m 612 5m 415 IWI 443 315 620 385 644 333 m4 363 637 30.0 624 325 631 262 524 77.7 6H 21A m4 21.6 609 147 ON 725 601 -�i•H/b 90.7 493 96.1 /07 29A 396 14.8 433 144 ]80 21.7 433 17.4 385 H.3 433 10.0 391 17.3 493 H 2 378 Q Q TABLE 118 ANCHOR CAPACITY ADJUSTMENT FORMULA .- To Olty Teale(Ibs) ANCHOR CAP.,,,,,,., � Suhehala 27eOD00Me 9atcmm, otingcmU Rg90CM11 Wo00 meld (DP®)X� )nANCHOR CAP.n, 6nr Oco v4.8S Q0o 81r Eleo v4'88 EIm eH 41 611Stee7 rI28t6d MUWON CAP.,,e„„, AnehorCOp Pet6emr � �r FICO va•oeount.lan ultretaf &IT l3c0191R•1 Vr8collMon A Ullmon App4etar StmW I06)gttpe SCILsr 035) USE THIS FORMULA TO OBTAIN THE-ANCHOR I7tlmt0 ) 1• 2 yr I- 2-147av6• r 2-vr I' 2-1W 2 341r z OAT' WW0.924• CAPACITY REQUIRED"CORRESPONDING TO AN EmeB•11e0 n tan' late 11-30V talc z• t-vr 1-114- t-114' 1-w t-v4• 1.7r4' r tan• ta+a• v m ACTUAL PRESSURE REQUIREMENT FOR THE zAttdon®ur u a o.c.1 etgd9 a ar e4 Q t) 3w m9 290 mB 490 BH 9wme 115144110 BW 2w 99 964 785 740 me 374 tm 687 91698 301.9 442 m9 No M OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Antn018 t7T un o.G 19UtMt.d(OrOteeOCtlp619 2j 4w 31s 700 ms WA WA a/n Rut 3w Am WA NA WA wA d01 sewn BBS 9n H2O oa CAPACITY(FROM THE TABLE)OF THE SELECTED 4Aatm4�3'Ylnontl2)=0Atgteceps7(Rtta) �� law PA Imam° 6aoes 5m to WA 76095 74999 mm9 law Is 6e2an ee65A 11209a MULLION.IT WILL YIELDAMIND"ANCHOR 4Aleln•®.64•Nhoo.10L'up.mo.t0r Ae.A 4FlB.4) Na wA MA NM wA IVA wA wA WA WA WA WA MA wA 129I9a CAPACITYWHICH MAY BE USED TO QUALIFY 1 nnerl FC9p(Rlt tK 196108 186 g1 2268n 446 eb 872 m. 1389n 1408• men 8mm. terms 8829n 47336 t7o8n 221 Bn7809. ADDITIONAL ANCHOR OPTIONS FROM THE 2Atxlme t1r 69n O.C�F4xp 240M 3w 9s NTA WA 1412 NM 19094 N/A WA NN WA WA align 442M IS60 me ANCHOR CAPACITY TABLE PRODUCT RBVISBD as congdyi"with the FhT1i41 1.260' BuildiNg own� Ko•C)Z118•o3 FIGURE 1: FIGURE Z. TABLE NOTES: SPI No �2) • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION DNO T ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS- 2) ETHODS. Dom('induct 114111 Ift 2)UNp%jNT&"LA EVVA1ULL4•%G"%AND/OROPENINGWIDTHSISALLOWABLE. `��Ot�lIYNIVb1��(iiia' FIGURE 3: 3)MU1.L40N ANNAYIWpN p.6jp SIJONQ4&AlO SCALE FOR EXACT DIMENSIONS,SEE 3.84• ``�'��. '�tGiENSF'••;FjA SHEETS 24-23.HOlESfO of ORILIED W THE FIELWOLLOW ING DIMENSIONAL RESTRICTIONS = 4�:� •••�`BECUP MUST USED SHOMNION SR"HC*E21-18!FIGUAIES SHOAMILIG ESTED,APPROXIMATE HOLE LOCATIONS. No.5fl765 y ANGLE IN PAIRS' 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND (/l' / LL GROUT-Ftl CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90,WOOD SHALL Tl y 6b lU FIGURE 4: FIGURE 6: FIGURE� BE PRESSILAWTREATFI)Yf1 j"QOUTHM%piNE V1Nq�THH AN SG OF 0.65.ALUMINUM SHALL BE 'P STA E O• sV • 60B3."ANDBEA/�MINIMUM OF.100'THICif•STfrEL&TU&STO BE A MINIMUM GRADE 33 AND •5 j4• ��C•'•.PLOf4tP�'•••Cj .04 THLFIORS90' SibAT&EAST.125'THICK AND A3&ALL IC METGE)SHALLUCX�T��AT LST 38CREW THREADS BEYOND THE MATERIAL ` SS��I11A�•`C�``• 12 OR31lTj)YYOQI;N7/1Y BE gr 18F8�S.OR 410 S.S. 1.26•X 3.94'X.824' A CYHM MILL�R,P.E. MULLION FL P.E.k 58705 • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 12A ° Mumon CapacRy Table - Opening VYldlh(for v9rBoa9T•9parjdq mlmmn)orOpening H 111(N7h0AmrieAy speming m Hans) 1; SON BDN TON aDN 0018 100N 1mN 14 In 160N yl ua Neama091er TrepRHanB. Rea1vg14el Treprfden& 1144.7 Tmpf01en9. Reat4tp11• Tleplfdrn0. tteotm9Lr Tieprfdtn0. Fte4latgWet TmfYl5rn0. Rsotmpdv TmWTdB°0• 2x4x.25 ueft nLae•n0 ima" LmMa low � faf9 LerMD lemba PMWWK loedtq Landn9 LaadnO Loaft L.Ano LOWaB Loe•rq tnadtg q a Alum Tube Lo MUNdn d® 8 X 218 8 � & 8 Z a� /7N 170.0 820 170.0 436 170.0 7M 170.0 478 170.0 880 tt0A 608 170.0 892 170.0 618 1.1740 1118 170.0 �1 170.0 1210 170.0 a21 170.0 1488 170.0 071 170.0 1730 tm" 621 t70.0 1983 170.0 421 0 MN 170.0 7W R0.0 821 170.0 800 170.0 881 IT0.0 082 170.0 670 1740 1133 Ina 881 170.0 1278 170.0 877 170.0 1117 1740 880 1740 170D 1740 880 1740 1883 170.0 880 170.0 7007 170.0 880 60.8MN 170.0 747 170.0 681 170.0 696 170.0 831 170.0 1018 170.0 864 170.0 1180 1740 723 1T0.D 1310 170.0 747 170.0 1484 170.0 748 170.0 1799 1740 T6B 170.0 2082 170.0 768 170.0 ?7Bt 1740 758 171 mi. 170.0 797 170.0 612 17U 969 170.0 891 170.0 1118 170.0 754 170A 1274 174° B03 170.0 1431 1740 617 170.0 1691 170.0 868 170.0 1913 17010 981 170.0 2231 1740 881 *1102MI740 881BON " 664 170.0 701 170.0 1083 170.0 7W 170.0 12M 170.0 678 170.0 1417 1740 044 170.0 1584 170.0 998 170.0 1771 1740 1064 1740 2123 170.0 1683 170.0 2470 770.0 1083108383 N 170.01740 74S 170.0 1118 170.0 870 170.0 1302 170.0 040 170.0 14W 170.0 1016 170.0 1873 170" 1075 770.0 16� 170.0 1121 1740 7731 1740 1188 168.7 2643 170.0 1171 740 1171 66N 170.0 874 1740 788 770.0 1188 170.0 90 170.0 1301 170.0 1002 170.0 1668 1740 1088 170.0 1763 1740 1165 170.0 1918 170.0 1210 170.0 237a 1740 1270 151.9 2437 1740 1268 132.0 2737 1740 1286 Z 72 In ROA 1083 170.0 070 170.0 1275 170.0 1009 170.0 1488 170.0 1128 170.0 1700 170.0 fna 80.0 1913 170.0 1315 170.0 21� 170.0 7387 716.0 7181 170.0 1188 121.8 2161 170.0 1628 1092 2184 170.0 1600 g ty 78N 170.0 1172 170.0 017 170.0 1318 170.0 1080 170.0 1670 170.0 1208 170.0 1784 170.0 1372 188.1 1aW 170.0 1421 1M.5 1880 170.0 1605 123.6 1080 181.0 1618 108.1 ttl� 1M.0 1635 920 1080 787.7 1831 7e N 1740 1161 170.0 987 700.0 1381 170.0 1116 170.0 1811 1740 1260 170.0 1812 170.0 13M 1627 tall 1700 1474 137.4 1881 167.1 1600 114.0 1681 117.3 1473 882 1881 130.8 1469 85.8 1851 137.0 1441 90 N 170.0 1328 170.0 11M 118.1 1398 168.0 1218 127" 1586 /30.0 1108 111.0 1398 121.3 1179 BOA 1398 1142 1162 89.5 130B Me 1147 740 1198 690 1172 M.9 I= 62.7 7105 43.9 1388 78.8 To$-a ~ ] Q O 96N 147.4 1728 151.5 1098 OLS 1229 17/0 1079 105.1 1270 1112 1081 92 1728 8a9 tON B1A 1728 69.8 1028 73.7 1770 821 1018 81.1 1728 720 893 62.7 7229 85.8 077 461 1778 �.] 987 °0 O tOBN 1033 871 105.8 677 80.3 971 88.0 U2 740 071 772 640 867 871 60.4 a37 87.5 9N 01.8 81.8 071 86.6 015 43.1 671 49.0 798 37.0 071 44.0 782 321 971 40.8 7/1 N 111 N NA 919 07.3 812 70.6 918 810 818 881 010 700 BOB 19 828 701 630 910 68.7 781 47.7 919 B1A 774 39.7 919 466 Ti 14.1 810 40.2 742 200 010 3Rl 7ffi x imN 75.5 788 78.8 716 920 788 613 706 61.8 780 B4.a 685 472 786 4014 886 41.9 768 MA 8!7 37.7 788 40.6 BBB 313 786 342 843 77.0 788 340 841 213 768 20.4 811 1MN 43.7 848 M2 601 Sd4 618 37.0 498 312 618 910 481 27.3 6M �.2 18S 21.3 818 ?6.3 170 21.6 018 728 474 182 446 183 484 16.6 au 17.2 468 13.7 618 10.8 Ma Q N Z O O TABLE 126 ANCHOR CAPACITY ADJUSTMENT FORMULA: rn AnatrorCa sel Table D ANCHORCAP.,,e,n„ ANCHORCAP.® - -� -� H 4ilU FO cmu Fr om Ydel ( P)X C ) albet SIM 7k Cmelde 360 cant. MULLION CAP.,.a,,,, L L ®16'qeo W-A :O 0119'Eke Vr 88 Hoo 510 Sled 812ateel 612 Blee1 MdtorCOp Pattsma y16•E1eo U6•ean Ur 0eoU0taeon Warm �718•Elco lA®:m yr ereoU6meonU63 D" AggreOdar Gem•(G61 St"M Sa•r(� CAPACIUSE TY REQUIRED'ORMULA CORRESPONDING •ANCHOR CAPACITY REQUIRED'CORRESPONDING TO AN Eap•d7tmco 4n7 r z-trz r zuz stla r 2-vz r 7-1I-Im z a• 1 o'er ACTUAL PRESSURE REQUIREMENT FOR THE Emlydlamd tar 1ar 184• tar z t-vr 1 yr 1.114• t-vr1.116• >s t OPENING,WHEN R IS LOWER THAN THE MULLION 2Axiem@,L7rlMftO.QIBlardwffdor 1cxpftI& 39Dm6 �09a 45D93 89000 16x4 rob 770 29DOs 3689a 40w9eeatm •B 341 IDS 4420° 406 CAPACITY FROM THE TABLE)OF THE SELECTED I All00%07.6e-wn o.C.l°1404040 ororae0C1pfRg.31 740 ar 74068 G*ft 14869• 142440 WA seo•e NA W5008BOp6 WA GBafm 86168 1120 me MULLION.R WILL YIELD A MINIMUM ANCHOR ft 6A7r0014®1.71•YN O.0/81•Min0 prt7®e0 (R0 41 0851• 748W3 � NA NA 740®0 NA 788108WA tUA 140263 t327 Px ilm asCAPACITY WHICH MAY BE USED TO QUALIFY 4ArcMe®9'YDLOE!9a6Ar4*CrprlMflµ 7808° mas 1°60 pe 180868 Oe 50°b NA 780164iw= Tomas 68288 885 Es 1120 ote ADDITIONAL ANCHOR OPTIONS FROM THE BAlelm 3•Yho.Q./(Lj2d4 Cp•1010.BT 11ma• Ivaae toma8 7340 PA 784181 64086 NA 1140.8 79mas nNum0140 1977W 18808° ANCHOR CAPACITY TABLE 9Anelm®12rYtdRC./UtBp,NDa.UV Mau. 7}; WA WA NA WA 11A WA WA NA WAWA WA 140 WA RODUCTREVISBD SAMDve®0.66•YN0.4IU•GpNt4 AW Mrd e1 NA WA NAWA Nu NA WA NA WAWA WA NA WA ?t as2O.ClF47p(RO gS 370 ab 970108 316b 74S•e 77244 WA 280.6 NA 348 as440b WA 3116n 442•a 660 ae A lam° fro-o2)B.Oj 3Antn•6 1.71•YN.O.CJ'CM t 41 of 578 a1 879 iM 07910° NA NA 353ae NA 880108 NA WA WA Bt10• 86168 BIOm 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. FIGURE 1: FIGURE 2 FIGURE T FIGURE 4: 2.000• • • • • • • • TABLE NOTES: �u� 177 t 1 I I 11111 • • "IS )SEE SHEET IM INST ONS 51U*Gi.._i lt�.E*NrH.E f!S FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION THOOS. • •• • • • • • `�,�ti,•''1,MCENSi '•.,•P i FIGURE B: FIGURE S: 2)LINEAR INTERPOLATION BEiEENML•EtGTSWDQ0jENMt VOTHS IS ALLOWABLE 4.000tJo 56705 '•;c 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED IN /� f'•. • • • • THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. • ••• ,f'•. a UP.•.• ��. FIGURE 7: FIGURE 8: FIGURE 0: FIGURE 10: CLIP 4)SUBSTRATES:CONCROFE SR*LL CONFORMirO• ACI••3p1• SPECjF 4TIQ AJiOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT • •• • • (FIGURES 588j (CMU)SHALL CONFO TG AST*C•90.WOODGHIAL1•BE PRESSI3R�TRiJ1T YELLOW SOUTHERN PINE WITH AN SG OF 0.65 �i� MUST BE USED ALUMINUM SHALL BE TS BEAM dLIUM aF.126'lFIICKlBiEEY STJIDS TO BE A MINIMUM GRADE 33 AND.046•THICK(18 T X 4'%$5'MIILUON 177 j/d1 J�,..t M 7. •• IN PAIRS. GAUGE).3TRUCTIIR ELT SEAT T 12tf K AND A360ALIPANCHORS INTO METAL SHALL E%TEND AT LEAST 3 SCREW q.LY(1N1t'Jl'IC�.ER P.E. • •• • • THREADS BEYOND THE MATER.#10&*ANCHORS INTO WCED MAY STEEL,18-B S.S.OR 410 S.S. FL P.E.O 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 130 to2t1 NuMon Capaft Table Op4minB YJIdtI9(fbrvm81a1y aPerriR9 m"Wons)or OpenlnB HeIBht(for4• earn nomTom eon eo1. loon taoIn 1401n16917 Rectenpier Tr6770m1g. P49wgdW Tmp?dmg. RWlenglla< Twort g. �cl>m•iar Tmwrbg. R•cfe�ller RepTdetg. 1Im69g1ar 76aWrda118. 1 8dQ TmPirft Re4m1g14er TteplAWrdam NeotmWty 11eP/G16116 d4• 2 x 6 x 26 1.oa�g 1•eft Lada9 Loaft 104318 Laft Leaf! Loaft Iaa•OB Loedtq I.e6dnp Lvedlg LoeAeB 10431.8 Loadlg Lmdnp L4ad117 Lo6B1g Alum �R$•• �$�•• �L$@`_ L{��_ ,"gyp• �x d MUNon• $$ {i R�R$y¢ O� QQgg� j�5� $ g{� t7� $f (5� t7� ${�¢ (7 N 9d C @ 868 ltd Z ca ' m 42 n 170.0 820 1740 49S 570.0 744 17&0 478 1R0 088 1Xtl 609 170.0 BBI 170.0 518 170.0 1116 1740 621 1740 1240 170.0 821 1X0 1488 170.0 621 17&0 1739 170.0 521 ITO& 180.7 170.0 621 LU Nem 170.0 708 170-0 984 170.0 BSO 170.0 644 1R0 882 170.0 630 170.0 1139 170.0 681 1R0 7378 770.0 an 170.0 1417 IA0 000 17&0 1703 170.0 OBD IRO 1889 170.0 ee0 170.0 2203 1740 080 = N 6oA25m 170.0 747 170.0 603 170.0 888 170A 691 IRO 100 170.0 004 170.0 1195 170.0 7Z1 77&0 1316 1740 747 1740 1484 1740 766 iMO 1780 170.0 786 110.0 2W2 170.0 789 I 2481 fR0 768 LU 0� O 64b 170.0 797 170.0 912 170.0 538 170-0 691 170.0 tlt8 IRO 794 170.0 1275 170.0 Bat iR0 14M 170.0 837 770.0 1694 170.0 860 1R0 1913 170.0 061 t7&0 2]31 170.0 881 1R0 2180 17&0 881 C9 ►- eom 170.0 W 170.0 701 1R0 1083 170.0 703 Irmo 1240 170.0 e/e 170.0 1417 170.0 044 IRO 1584 170.0 We I= 1711 170.0 1033 170.0 E.71 7740 1083 170.0 2178 1X0 1068 170.0 2033 170.0 1083 to531. 17&0 830 170.0 745 iR0 1110 1700 050170.0 1301 1R0 Boo 7R014W IRO 1019 170A Ion 170.0 1078 170.0 1878 170.0 1122 1700 170.0 1188 170.0 2803 I= 1171 1R0 we 170.0 1171531. 1740 074 VIDA 789 110.0 1188 170.0 W3 170.0 UN 170.0 1002 170.0 1859- IMO 1088 7704 1783 170.0 1103 170.0 1818 170.0 1210 170.0 170.0 1278 WILD 2727 170.0 1288 170.0 3117 170.0 12M �721. 170.0 1083 170.0 WB 170.0 1270 17&0 1003 170.0 1489 170.0 1129 170.0 1700 IRO 1278 170.0 1913 na0 1315 170.0 2125 iR0 1303 VU iR0 1488 170.0 2876 1X0 1520 1R0 3403 170.0 1630 � w a e tem 570.0 7124 17&0 031 110.0 1348 1R9 1403 170.0 7870 I70A 1209 170.0 1784 17&0 1972 170.0 2018 /740 1421 170.0 2243 iR0 1806 770.0 2882 iR0 19731 17&0 3140 1R0 1694 17&0 35M IRO 1703 � � 781. 170.0 1181 170.0 OW 170.0 1381 1R0 the 17&0 jail 17&0 1260 170.0 1842 17&0 1389 170.0 2072 17x0 7474 770.!1 2302 170.0 1684 1740 2789 nag 1700 170.0 3723 170.0 1m 170.0 3883 1X0 7788 -1 Q o 90 in 170.0 1328 170.0 1144 VIA 1684 1R0 1328 170.0 1659 IRO 1408 770.0 2125 1X0 1693 170.0 2391 17&0 1703 770.0 2060 17&0 11178 170.0 3106 17&0 2125 159.0 3113 1700 2773 1385 1413 170.0 zset 991. 170.0 7417 770.0 1231 1R0 1700 17&0 1494 770.0 180.7 170.0 1872 170.0 2287 1704 7704 1740 8680 IRO 1882 170.0 2693 170.0 6995 100.0 3103 17&0 2330 137.1 3188 180.0 2470 120.0 3503 1841 2416 •a 1991. 170.0 1894 170.0 UW 170.0 1813 17&0 1547 1700 1231 170.0 1970 17&0 2560 170.0 2078 1814 2781 170.0 2271 118.3 2781 101.8 2333 123.8 2761 140.4 2781 1C48 2781 128.0 7134 82.7 2781 116.0 2180 4q 111 m 1R0 1698 170.0 1464 170.0 1888 170.0 1700 1X0 2783 IRO 1832 170.0 M1 17&0 2749 151.0 2082 1029 2245 139.9 2832 1144 2210 INA 2532 12&1 2189 WA 283? 116.1 2110 86.4 2832 1043 2038 � m to to 1251. 170.0 1771 170.0 1809 170.0 2126 1R0 7659 164.1 Z02 1811.0 1891 135.1 1252 141A 1984 00.1 2262 17/2 1838 503.1 202 118.1 181!{ 841 2258 Wd IB7t 772 2282 848 1459 87.8 ?ffi OfA 1608 V N � y 0 1441. 126.1 7604 126.8 1445 1049 1681 503.7 1425 80.4 1864 Bld IAM 182 1584 Bal 1303 B&6 1884 720 1373 BLe 1684 85.7 1358 621 1691 840 1330 44.7 1804 48.2 7909 30.1 1681 44.4 1283 d TABLE 138 ANCHOR CAPACITY ADJUSTMENT FORMULA An how C• Tabte (ANCHOR ANCHOR CAP.,,, � Suh11m1e: 2Tktbn6tma .051100.4 H69owcNu FxadpdU PT1Nmd 8511. (DP)X`MULLION CAP.•m,,,a�3 a18'EW 5/4•88176•WW FAD WSSEB• 6108161. #WSW 9128W Anah W CIDP Palf•7M AWW TO 3rfe•�Ult-- W 0-M- 161"000 Ebo � W ebe uumem ApyeGMN U mam W Sow 0"80. (0.1 86 tw) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge 0561.611(1.T r 2.17 r 2.1? 3•v8• r 1•th' r a1r!' 7 3.118' 7 0.48• 0.54' 0.31x• CAPACITY REQUIRED'CORRESPONDING TO AN embea6lem Det 1.313• 1.9J4 f i talr r I-U4- 1.03 Tim t-5M 1-W 1•I!4• r tare• fare• wades ACTUAL PRESSURE REQUIREMENT FOR THE xA11.171.®4.75•Am1.O.U./gl•Mwdar01b rmbewcup 0.1829 B- 361.6 46083 690 me 18/4016 103 mma 354 FA 74004 374 lb 9480.6 341764 44206 511083 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 AnubM @ 4-WMm.ac.l etmdwd(0.o"CIP(P 4 m ft 7601.4 e0o me Ileo 1. 017 2 817 540 em 6600• 70003 14801.6 748166 W2 r. 1119271. sae ms 1166770 1720014 CAPACITY(FROM THE TABLE)OF THE SELECTEDBAn611m®1.7rwa.o.a l9UndadwQnmwv119.4 11801.4 14001.9 101004 Mme WA NIA 4401.9 WA 105396 WA NA WA 1303 ma IMUn 724083 MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 pnohpa®7691.1 O.R 7G02t8Anple COpaf 8-79.453 780 ma MIA 88903 1560154 709803 &91.6 580 ms WA 780 an 74800 880169 1119293 6625 Beim• 172003 CAPACITY WHICH MAY BE USED TO QUALIFY 6.0176801.®awA 0.0.1121�5agr o9vettFq•e7 16801.6 153003 59801.6 312003 s7B2 B3 1011003 69x0•e wA I62D B3 1496.6 neo me 37841.6 ISM B3 t1loO2M ADDITIONAL ANCHOR OPTIONS FROM THE 12 An66aa®1A•60n.O.a!(0215An71e C7p!(F78.Tk 78801.6 1103166 14401.6 3703166 900 WA 1320 Re WA 16009» WA WA NA 204693 ANCHOR CAPACITY TABLE. PRt3OUCTRBVIS®4A1f60am401.3r61in.O.MfU0..ido.125'AWm.ffm.93 WA wA NIA NA NA WA I A WA WA WA WA WA WA a a mplylax wit41d0 F10 W B An61we®oAr Mot o.0.!t147iv.1nm.11G Alien.(Ap.83 WA WA wA WA WA WA WA wA wA WA WA WA NA Fes---2.00('--I Building Code No 16 18.03 2A1•h6t6®4.89' 17.O.C39003 4501.6 45901.9 18181.6 270 ms 280 m• 36101Ca 374056 WBm6 &81.6 3414L+ A D w 4Zn 1.7r6Dn.aCl it 6901.9 7035 8081.9 1208103 WA WA 470Th• WA 63383 WA WA WA 6921.6 8641.6 ,fir NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: By 1103041' FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE& FIGURE 9:FIGURE 10: FIGURE 11: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON 117 i 1 1 t t I I • • • • • • • . •• • • • •LOADIAG.SEE SREETM-4#OR GENERAL INSTALLATION METHODS. �� 1 4 lyJj li r�_".A.''I��S,VtETN,.,E79N,MULLLENGTHSANDIOROPENINGWIDTHSISALLOWABLE. 8.000' `2�:•• '•.:"r • •• of• •i�AUWDYAACWtLL6 S N IP WN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS ��'�� Wu,y870b • • • • • • •' • • 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON _- FIGURE B: FIGURE 8: FIGURE 7: SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. t<7 •• - • • • • • • • • CLIP 4 SUBS 7'F�4 NCRETE SHALL CONFORM TO ACI 301 SPANGLE ECIFICATIONS.HOLLOWANDGROUT-FREED ?� ATE OF ft PSC)ONCRET BLU�I UNIT(C,�7d)� NFORMTOASTMG90.WOODSHALLBEPRESSURE-TREATED ��C• '• rJOR\U:•' ('t�E YELLOW 9pUTl-IRRN PINE SIT F 0.65.ALUMINUM SHALL BE 8083-Tb AND BE A MMIMUM OF.12G• TRICK.STEEL4STUDS TO BE O MiNIVU*GRADE 33 AND.046•THICK(18 GAUGE).STRUCTURAL STEEL.TO77 s�U(1(I\\.�11``` • • • • • • • • VO� �• BE ArLEAST.*2MHICKAND ABB.ILLIANCHORS INTO METAL SHALL EXTEND ATLEAST 3SCREW rxe'X.25' A.L1fi31WINItIFR,P.E. THREAARIEY0141)THE MRI'IRIAL Ute&#12 ANCHORS INTO WOOD MAY BE STEEL,184 S.S.OR 410 SA MULLION FL P.E#68705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • a TABLE14A Mullion Capacky Table Opening dth QWverticeOY-3PBMnH )orOpening HelgM(for hod paging M11 -1 1td8w••••11...,a.,44��yy WN Wb 70b 801n gain 1WN 120b 140N 180b Fl O RodWV4m Tra nfam. RmlenpWer Trepr 17 TrepMaa6 ReotanpuW TmW1Amp. Reolmpi4er Treprdal•. ReolanbM1lar T`a7lrr�q. Rootsgidat 'IfgY7danp. Ratei6W>u Tayf4an& Rsofare0far Trer7rdm•_ o 1.4&••x2.11' L't L'ew Looft Lo vo L.-ftLoaduq IsadY• Los" Leet• Loaft Loadh• Loaft Loa" Loaft Loaft Loaft �Y -I x.12r Alum Tube MUD 1111 1 R 42 N 14421 167.0 428 1242 518 14&9 419 103.0 628 13&9 414 9&1 628 IMA 411 80.1 029 1 134.1 411 721 08 113M 1411 Oat 616 134.1 411 81.8 616 134.1 411 45.1 623 1311 411 48b 98.5 4W 108,0 iii 00.8 4W 947 373 6&0 4W 8&4 810 WA 403 81.4 317 W.7 4W 7&1 318 4&3 4W 7&8 314 40.3 4W 7&6 314 34.6 4W 7&9 314 30.2 4W 1&8 314 _ 64WBb 823 3W 91.0 301 88.8 382 79.3 299 B89 382 71.9 1W MAI 3W 973tM4 981 646 284 41.2 392 &16 2W 34.3 382 IM5 783 18.4 282 938 7W 2&7 382 83.8 2W Lu 0 Mb W9 319 741 187 6&6 318 94.2 281 489 318 61.7 7W 424 318 816 $18 60.6 130 319 318 4&O 249 2&3 318 4&1 748 21.2 $18 48.1 248 21.2 318 4g.1 248 E- 80b 499 2W 13D.431.0 411 268 40.7 214 36.3 268 40.7 210 30.9 IW 37.2 269 30.9 204 Zl7 2W 314 2W 209 = 322 181 17.7 2W 322 201 1&6 2W 322 201 j90 W b 427 234 348 231 3&1 193 3a6 284 34.7 192 247 2:M 31.6 234 29.4 1W 21.4 ZN 2g0 184 17.6 294 28.6 1W 16.3 2M 1&8 1W 144 239 2g.8 183BB213 317 178 78.8 213 0.8 176 212 213 27.0 213 26.1 TIO 18.8 213 23.7 189 146 213 222 187 143 213 720 188 1L8 213 220 '818Z72b 28.8 178 219 179 248 161 1a4 179 22.6 149 9.11 179 20.3 179 1&7 14878b 1a3 181 219 197 17.4 101 19.0 138 16.2 181 17.0 = = Z' T8b 228 162 1&S 162 19.8 131 141 162 17.6 126 F• N TABLE 1 ANCHOR CAPACITY ADJUSTMENT FORMULA: _ AnchorC Tahb(Ibe ANCHORCAP.,on„ 61m93b[ Zm Can[1ei6 3.61 are. Roomcmu FOedCW PT Woad Mdd (DP,�)X( )=ANCHOR CAP.e, N `- 67t8'Eko 1/r 89FJro 6118•Eko 174.38Ek0 e/0ffietl ef29leN 81291eU MULLIONCAP.,,en,., co) N A1[M Type: 31i8•Elcouttacal urf390 U8Nean 3nr EkoUtwm yr Eko Lnvwcn u91am A � goere,t�ee11.11161 scree(o6) USE THIS FORMULA TO OBTAIN THE-ANCHOR x Anthor0p PaSem9 CAPACITY REQUIRED*CORRESPONDING TO AN N N EgleGnferce(b7 r 21? Y 2111 9418' 1• 2-U7 i• 21@• 2• I-1w r 0.49 094' wren I m F.mbe&nard M lar far fair law• r 1 t/4• 1-114• 1-ur 1-vr 1-vr 1-vr 2' lar tae' rane9 ACTUAL PRESSURE REQUIREMENT FOR THE U N O O 4AMhw%@ L•L -C-/ x6 Com/ n 7W1a1 780 68Dib 114W fW6k6 618®a feoee wA 760IDB 749&a Mo m6 os m2 as B861ae MOMS_ OPENING,WHEN IT IS LOWER THAN THEMUWON Q r CAPACITY(FROM THE TABLE)OF THE 88-ECM MULLION.R WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY -� ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. PRPAUCT REVISED SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 1.288'-••I of r.t frith dre Flbda ouiWlxg Coda 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS ISALLOWABLE. Acmpt=o M(foCZ{$.e33 FIGURE I: BapimliwDffia Q.C2� 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. HOLES TO BE DRIU.ED W THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2,11(• BY . FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Delle ANGLE CLIP MUST BE USED IN PAIRS. .12W 11 i 11 1111 4)SUBSTRATES: NT*fDJCI 7 ECII.I�4TION3.HOLLOW AND GROUT FILLED �� (CONCRETE BLOCK UQIIT(CMU)S GQWOOD SHALL SE PRE33URETREATED \C\YELLOW SOUTHERN PNEWITH"S40Fi� I �h�EH083-T6 ANOBEAMWIMUMOF.126' 1 .;•�1C£NSF •.�.ii'�.. THICK.STEEL STUDSTO•EAMINIML�I41 G�ADi33WND..rTHI 18GAUC4�.STRUCTURAL STEEL TOBEAT 128'X211•X.1%'M1A110N LEAST.125"THICK ANOl438.AAA1CHOM INTOMETAh SFWLLdWEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) =i1: No.58705 THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. _ ILu; • ••• • •.. • . � . v S'IH7E OF •�•., • • • • • • • • ��O . .�.QI�11?k'•'Cid • s • • • • •• • • 'II S/OV"A''L11` • •• • • • • • • A LY�WINIIe A P.E. ••• • ••• s •• • FL P.E#68706 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE16A 9 AlW10•n Cwpo1V Tobl• elf C G! Opening Width(forvetfica9yy apamin9 m illom)erOponbte Helpht(ta'inrizonteA EON BOh TON soh 90N LOON IRON 140h iBON (f¢C ne�1•f9ds TiepMero. Ree�l08u T•7R06n2� Realmt9aler Tropfdaq. Redanalaf Trapmlem- 1 a 7tapTdelq. Reetet�4er Lof�e Leee•g I'diq l.md�q TBS teadnp Imdfa) ba14 3.26"30 Ina 9 teeQnO tmMp t=ft Lofts; toedn9 LoaM9 Loa.e9 Loa&* Loam �$•, � DEG.AL DAYRULL 11 fill, I 11 1 1 111, z 0 f,0F,1 0, -42h 1710 820 170.0 435 170.0 144 170.0 478 170.0 808 1m.0 am Inc 662 170.0 819 170.0 flta 170.0 Mt 17MCA 1240 170.0 621 170.0 1489 170.0 621 170.0 1730 170.0 621 110.1 1740 170.0 821 J ILJ x 4eh t7o-0 7W irao 624 170.o e6o fmo tLu 1700 862 170-0 em t70o 11x+ 170.0 361 na0 1276 170.0 Sn 170.0 1417 170E EEE 1622 1622 1.70.0 eM 1909 1622 1m.o ee9 111a 1672 irao eeo K in 00.628N 1roA 147 1ra0 663 170.0 698 1ra0 631 190.0 1049 170.0 fie4 110.0 11W 170.0 i?3 Ira0 1310 17.0 747 1&2 14MO 1700 788 USA 1443 170.0 7611 117.3 1M3 170.0 766 1029 1443 irao 766 W O 64N 170.0 797 170.0 612 1700 ese 170,0 691 1700 1146 170.0 761 170.0 1275 170.0 SW 190.4 1333F112 1M5 12ss 170.0 Sae 1205 13W 1TOA 081 tOS.t tJ83 170.0 581 902 1361 irao eel to J EON ODA 868 170.0 701 170.0 1083 170.0 7W 187-0 IRIS MO B76 USA 1218 1ra0 tN4 1211.0 1218 116.0 1216 1021 924 87.4 1216 140.1 1113 e3A 1216 14a1 913 7b.1 12111 140.1 913 � W 69h 170.0 1130 1780 746 170.0 file 170.0 NO 1502 118E 188.9 933 131A 1160 1630 9t4 tt6A 1160 105.1 1160 1312 886 e7A 1160 1287 871 70.1 lfao 12BZ BTO 63.7 1180 1282 670 68b 179.0 874 1740 789 162.4 10111 166.e 881 1108 1011 1485 681 1145 Iola 139.1 660 101.0 tae 01.4 1046 110.8 930 782 1049 109.4 �I 843 1048 1092 618 01.1 1048 1082 efe 72N 140.3 1180 147.9 794 117.4 60.0 128.0 71e 1005 BSO 110.8 734 80.0 BBO 100.0 722 rat 880 70.4 BBO eel 7W 88.7 860 roZ 493 60.3 860 rae eye '110 fiW 78.4 600 G,t axt 748 700 83A 802 80.6 T8D 5U 790 71.7 633 49A 780 65.1 024 428 788 82.1 819 37A 7110 61.0 617 !'78N 119.7 790 170.1 890 Sae 790 100.4 078 BSA 79D 93.3 ro14 1108 780 115A 657 OZ3 7110 9a.1 644 781 750 $5.9 832 08.2 780 7r.1 821 61.5 770 70.6 86.4 780 8a7 806 482 780 89.4 094 39.8 780 1182 880 34.9 780 8l.0 698 BON 721 6W 74.4 800 60.1 063 628 491 SIA 681 54.8 483 40.1 063 J320 883 44A 468 38.1 BW 40A 402 30.0 QW 3BZ 482 2d.3 6&1 83,3 448 225 QW 31.E 442 QN CO�V03g 98N 68A 496 81.1 443 485 488 61.0 430 42A 496 44.9 4� 37.1 498 4116 88.1 418 28.7 486 312 409 ±--e 486 2•.1 400 212 498 20.6 394 58.8 498 70.0 370 N m a� tO6N 41.7 381 428 363 34.11 391 35A 340 28.6 381 31.1 342 20.1 391 391 24.9 333 20.9 391 22e 378 17.4 391 19.7 321 14A 191 17.6 S15 WUI 111 N 3a4 370 381 33S 120 710 33.0 310 2.5 370 298 326 24.0 970 370 225 318 192 370 20.0 312 teA 370 18.1 305 1 CL O .4 317 90A 2611 2aJ 317 2B.0 284 21.7 317 225 270 19.0 3t7 In 317 17.9 273 Q 144 In 17.61 220 175 2W ANCHOR CAPACITY ADJUSTMENT FORMULA: TABLE 16 -AnchorCaINof Tabta (ANCHOR CAP.,®,,,,,,, ANCHORCAP._ aumlrote: 27k OWete 3Ak Caro. Holes f26U F"emu P Mem (OP-)x\MULLION CAP.,,,•_) N16•ENO 11C88 Eleo 6118'E m 1!4'98 Elm 010 8teei 012 St-d 012 Wd pnohorCOp Peltems 371e'700°x°60°• 1f4'Efao um" 51 3fir El..LOU- tH'Elao U9rnoen Aoegatw LMmM A99fe0ala Saes PB)Sons(8'S Saes (09) USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED"CORRESPONDING TO AN FApa Wtalee lNk t• 2-iM t• 1.112' Site• r 2-1/1 r 2-t/C r SIB• r a48• 0.84• • ACTUAL PRESSURE REQUIREMENT FOR THE Embe9mmt Ml: 13!4' 13H' I3f4' 1.3H' 2' 1.1/4' 1•tf4' 1-W' ILIA' 1.1H' 1-IH' 2' 7310 1318' whe 2An61an 40 ►9n •Gf fb5 /(Fq.1k 9f9 99005 4'A 9q 890tm fl00•a 2706n 280 W4 364703 4oroe 374 1b PLO 949 Ns 341®8 442 m. ero OPENING,WHEN IT�LOWER OF T MULLION 4 Anohaa®36•APoI.0.6 f Tp 218 At•b t31p4/ffq.2k 770 ero 780 en 'fm®+ te7o Ike S40 9a aeo 14e WA 1120 nr 7411 N2 8809ro 1892 Oro MON 6601as 11206» CAPACiTY(FROM THE TABLE)OF THE SELECTED B AtroMta 271•I4in.o.Ql 216 A1gie tl9ai 9t 11200• 1120 Ua Man 224890 2784•a NfA OW WA 11LS911• WA 17l01oa WA 1022 e• 1927W tWO bS �AC�WHICHN.rr WILL YIELD A MINIMUM ANCHOR MAY BE USED QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. PRODUCT RfiV sm e6 eemplytn wilt Qw Flo" FIGURE 1: SLE NOTES: 88Ildipg Code Acaepteam N•16.02)8.0 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. at m D919 9D21 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. BY ) MI Dadel'nodu9t 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/ OPENING WIDTHS IS ALLOWABLE. 1 t t I I I 1117 FIGURE 2: W •• ••• • • • • • •• .126' 3)MULLION AND MULLION , A2ENOTTOStALEFORBWOFDWENSIONS,SEESHEETS21-23 `��r��.••• •••.�lcn�� HOLES TO BE DRILLED IN THE FIELD FOI,{,OWING�S1b�At.•1tESfiRit,II00 BROWN ON SHEETS 21-23- T VBAY FIGURES SHOW SUGGESTED,gPPRO '�F40 I S.• • ••• •• •4)SUBSTRATE6:CONCRETE SHALT.CONFORMTO AC13010S1ECIFTCATI&S.?10LCt�{N AND GROUT-FILLED3.25Vy o.X8705FIGURE 3• CONCRETE BLOCK UNIT(CMU)SHAT CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE TREATED _YELLOW SOUTHERN PINE WITH AN Sfi OF 0.66.ALUMINUMSHALL BE 6063.75 AND BE A MINIMUM OF.126' „ ` LTHICK.3TFA 8TUDS TO BE A MINIMU G 33 AND.046'TH�ICd�t 16 GAUGE.3TRUCTUHAL STEEL TO BE AT_-j{ ))) 37� 5-IA LEAST.125THICKAND136.Al R$I• OMETALS b B. . 3i:THREADS BEYOND M THE MATERIAL/10&fl12 ANCHORS IirtiTO D MAY B£S L,��•$$S.S.O 415.5'• • ��)��'�•.F!.o1?�oa�`ZG; ANGLE CUP(FIGURES 1-3)MUST BE USED IN PARS. • •• • • • • • • A.�tAN MILtiEtR,P.E. ••• • 900 • •• • FL P.E.A 58706 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 18A6 - nCr Boln wm 70h BOIB 900 in 100m 101n UIOh 100h R4eI9nOn16� lSsniBeny Revingldar TrepR6mg. Raelltgider Tmp7d.V. M - Rect•ader VIIMena Rrotenauisr TmpTdm ite*rdM4r • Rmbgda Tmplydp. ReahnPd• »tUdti % 8.45'A5. Lednp Leedne Lasane Laeduq 1514119 teedn7 Lowing Lwdhg L56dllq lmdng Loedhp LoedaB 15e6n0 L46•cq Le3Qn9 laed•p Lmdlq I41 zs SAYMULL 11 11.1 C 01170-0 am 17&0 436 170.0 TN 170.0 78 770.0 888 170.0 808 17x0 902 17&0 819 1700 1119 170-0 627 170.0 1210 170.0 li21 1T&0 1188 170-0 0.21 170.0 1736 170.0 521 180.3 1571 170.0 621 3 Qh tt0A 709 170.0 624 770.0 BSO 170.0 684 170.0 992 170.0 830 170.0 1180. 170.0 881 770.0 1278 170.0 977 f70A 147 17x0 660 183.7 1887 170.0 0.80 140.0. 11137 170.0 1180 122.0 1637 170.0 BOD LL N m 700 747 170.0 589 1700 698 170.0 671 1700 1018 170.0 684 170.0 1195 170.0 723 170.0 130 170.0 747 170.0 1494 170.0 7611 147.1 1542 tt0.0 7811 128.1 1662 tt0.0 708 11%411110 170.0 786 m �p Q 54m 170.0 797 170.0 612 170.0 968 170.0 691 170-0 1118 t70.0 764 170.0 I= 0&0 03 77&0 14M 170.0 O7 1632 140 770.0 856 120.9 140 170.0 661 ltae 1486 170.0 $$1 07.0 140 170A 861 80h 170.0 688 170.0 701 170-0 1083 1700 797 170.0 1740 170.0 8111 187.7 1909 170,0 1144 13a7 1300 170-0 OQ 175.7 IWO 1035 094 104.8 1808 157.1 062 89.8 1908 167.1 1112 76A 1308 167.1 m 99h 170.0 030 770.0 70 170.0 1118 170.0 SO ISZO 1247 170.0 940 142.6 127 164.5 983 1283 U47 10.6 M1140 1247 144.3 952 QA 1247 1392 0911 81.4 107 1817 938 71.3 1247 130.7 939 � 8BY1 7U04 170.0 789 170.0 1180 170.0 600 140.4 1190 760..7 006 120.0 1190 17.9 90 IMA 1180 10.88 80 103.0 1700 120.4 914 BBA 1180 110.6 6116 742 1180 119.1 893 84-0 1190 170.1 893 = ' Z ' "in 1815 1010 16&6 a" 131.7 1010 1N.8 669 118.4 INC 1272 842 101.0 1010 114.7 80 885 1010 1OA M7 805 1010 OBA 867 e72 1010 90.8 708 47.7 1010 97.8 700 80.8 1010 MJ 786 _zj 10.74 806 143.0 792 514.5 000 1220 718 80.1 908 107.1 781 0.1.8 009 ,2 't' 78.3 908 89.2 738 80.7 BOB 829 70 67.8 906 747 718 40.1 1106 71.2 710U 908 r 7819 127.1 $Of 1326 764 106.0 881 1126 736 00.8 681 QA 725 79.4 861 685 710. 7&8 Of 51.0 703 63A W 78.4 ON 440 58168A 861 QA 8111 845 878 89.7 881 67.7 a7x Q G3 90h 627 810 0./ 674 Bao 848 721 661 69.1 818 62.8 884 81.7 948 5&1 846 46.0 018 609 687 41A 818 /T-0 630 84.6 OQ 415 610 295 848 3a2 611 0.0 818 9&6 507 � „L 10n8112 BBB 70.1 608 685 6116 69.1 4110 447 BBB 61.4 491 4ZO 688 46.8 168 a7A BBB M.4 478 31.1 688 341 470 244 41111 a3A 158 QA 689 80.8 462 2fA 588 2&7 447 Lo �!1 109h 47A /42 IBA 408 311.0 I42 N2 31111 84.x 4411 35.7 393 QA 442 31.1 307 0.8 449 28.9 342 QA 149 2&1 3n x0.0 /42 22.7 380 17.7 449 20.4 3111 16.0 449 10A 57.$`749!96.2= 0� 52 2 17716 44.1 426 46A Sm 3a6 426 137.9 379 31.5 426 OA 378 x/9 AB 20.1 0.B/ z15 425 2112 382 2Z1 428 24.0 300 10.4 40 20.7 360 165 426 tae 9/9 450 LB Q IA Q p 120h a4A 0.114 365 0.31 78.1 964 29.0 axe z4s 964 25.0 Of 219 3a 22e 317 744 ae4 20.6 ata tt5 984 1a7 909 st' .•� '"- 144 m 202 267 x0.4 0.1 tae 09 17.7 230 D. 80 TABLE 1811 ANCHOR CAPACITY AD FORMULA: (ANCHOR CAP.eo.,,,,, a6ko3n. Ho1e•aw RIMCMU Prxb4d mew (D-)X( OR =.: 'ANCHOR CAP.® 9I18•HbOW0a0011 /4_'kgDatlPoeOn f 911s•Ebn U11mm w•EkoU&m w Nte•6ke 111.88 E1au 910 sleet 028led rix sled Art9horC0P P986tps - Uemeon A9o.eoder Some(sat Sams BiSf eefe•1117 USE TH18 FORMIAA TO OBTAIN THE NC r 7sta 211r 3•w• I. 2-1w 1- 2.17 r SifB r OAS• aha• 024 CAPACITY REQUIRED'CORRESPONDING TO AN t7N' 17/I i31k" 1.814• r 141c 1 1-10.• 1-1 1-w• 14N• I-Im r 1718• 1716• WIN ACTUAL PRESSURE REQUIREMENT FOR THE 7 39DBw S9oma Vis` B90me 170000 270 FA asoma 351 m9 707tH 374 9• 818 me 37th 442R• ae0m3 OPENING,WHEN IT IS LOWER THAN THE MULLION /.0000.94938.4m1.o.G/g02laAnObCq•I(Fq.2p 78010e leo me 7BOm9 tB7000 07800 NOW ewme wA 11OIDs 74900 e6'Oms 189ziDe FePlfO 885 me 1120 foe CAPACITY(FROM THETABLE)OFTHE80.ECTED B Aadve MULLION.IT WILL YIELD A MINIMUM ANCHOR 271•NM.O.C./p7216pn1de C9p3/Q1097 M1i0m3 110 me 968 t0 2148 ms ft ms WA 810I1b WA 1059me WA 1320 tl0 WA IO1264 192790 1116-0m1 CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE PRODUCTyREVISED RE 1= Buf dL�COde•tdl Yle FlOridr TABLE NOTES: Amptam • • 1)SEE SHFFT 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHITS 2-0 FOR GENERAL INSTALLATION METHOD. Br FIGURE 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 13 ALLOWABLE. •• ••• • • • • • •• 4 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TD SCALE E� IMENS)ONS.SBE SREETS 21-23. ``��s�.�LYNN • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DI Fj481ONAL57 SF1bWj3HE�T821-23 1C G NSr •�� FIGURES SHOW SUGGESTED,APPROXIMATE HOLE L ONS.• • • • • • • • A 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS.HOLLOW AND GROLIS•-FILLED 3250• _;: Nn.7107.05 ' FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C410.WOOD SHALL BE PRESSURE-TREATED • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 8083-TB AND BE A MINIMUM OF.120' '��<'','. THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 THICK(18 UG UCfURAL STEEL TO BE AT �'` ='O:�, K $ �L 5'THICK AND A38.ALL ANCHORS INTO M EXTEND L S BEYOND ,�) SAT THEM 12 S • -`. O•'•. P.•' THE MATERIAL fl10 8#12 ANCHORS INTO WOOD Mgir�S4TEEL 1&8 S Sj9R 4�. • • • • :f^, P1.O1itO•. G ANGLE CUP(FIGURES 1.3)MUST BE USED IN PAIRS. • •• • • • • • • C( (` M1 ••• • ••• • •• • A LYN(JIty4��LER,�.E. FL P.E./58708 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • F1.Oa0'�I 1+1.280•--t �� - 1.00a• �- -� 1.000• - --( 1.000• (-- -( 1.000• (-- .125 rt'�� a.375' 6' 1215' SY 2760• 2.760' .125• 3.125" 3.188' d .125 126' 2.116' 126' N 2.000' 285' L 2000' I Z N 8m .126• L 376' IXnr T Tjj�� LU i'X2'X.126'MULLO)N 1•%2'X.375 MULLION1'X2.76'X.375 MUWON 1'X2.7b'X.660'MUWON 1'X 3.126'X.8'MULLION 1.28'X3.166'X.2WMULUON 1MX2.11•X.12VMULLION Q d'� y 6063-T6 ALUM. 8063•T8 ALUM. 6063.76 ALUM. 6003.76 ALUM. 6063-TB ALUM. 6083-T6 ALUM. 6063.76 ALUM. XSECTION XSECTION XSECTION XSECTION XSECTION XSECTION XSECTION ILI Z m N �I f--.126' •(�{x.128' -+1 I--.125 � fZA � TABLE A z UI ffi STANDARD CLIP I TB�AECLIP DImaradon I For Magian:60Wg 2.000• I 6083-TO X-SCTION TX U2.000' X-SECTION A 1'X2•X.125 a Z I983-T8 ALUM. I .128' B V .126• SECTION L Al�� C Tube MWAon ZZO D .125•r I I df J.740•F- 8 1'X2`X.375 � O Aluminum 3 N N 6500' D 0.6wTube Mullion Q g O O 3.125 CREATE ETO 375' {� -6.000'--�I ,376" -CREATE F-CLIP.BEE MW. � I ,375'MW. F►- MIN. DETAILF,SHEET4 ' 336'MW. A 1.876 �� r-------� r------- --------------------- B 3000 1'X276"'X -3�� U-CLIP I---------1 L_ J I L-------J A A I 6063-TB ALUM. `- -------------------J 2X6 ANGLE CLIP C 0,767 .376Aluml nw ----- TOPVIEW 8083-TBAWM. D 1.118 Tube Mullion STANDARD CUP CENTER OF ANCHOR HOLE MUST LIE WITHIN THE TOPVIEW E .460 Mtn. 808&•f6 A UK DASHED BOUNDARY.SEE SHEETS 5.17 FOR THE A 1.312 1'X2.75 X CENTER OF ANCHOR HOLE MUST LIE TOPVIEW CENTER OF ANCHOR ANCHOR O.C.DISTANCE MAXMM ANCHOR WITHIN THE DASHED BOUNDARY.SEE HOLE MUST LIE HOLE DIAMETER ANCHOR DIAMETER+1118'. B 3.000 •860' SHEETS 5.17 FOR THE ANCHOR O.C. WITS THE DASHED C 0.470 Aluminum DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE Tube MWAaI DIAMETER ANCHOR DIAMETER.1110'. SHEETS S•17 FORTHE D 0.838 ANCHORO.C. TABLE B DISTANCE.MAYJMUM PGT Part# A 2.000 1'X3.125 X jSKODUCTRBVISED 6.600• .375 ANCHOR HOLE Mutt Dimension(shoot 6) B 2.837 m RdingCetullbmaPla118� MIN. DIAMETER ANCHOR Mullion Std.Clip Offset Clip U-Clip Anglo Clip C 0.883 .5W Alum TW)8 Mull A ndtl1m� 375 mAMErER+1ne. 1"X2"X.125°(8) 8880.5 888113M 8881118M 888243M 888511M D 1.137 piw 60 MIN. 1•X2°X.376(B) 888008 8881t4M 8887118M 888244M 886512M A 2826 ny I j 1'X2.76 X.376"(7) 86807 656115M 601120M 668245M WW13M 8 3282 X 3A Yam AT Dedra Pro�ni i 1•X2.76 (8 • 11 121M 668246M 886514M C 0.882 Tube Mull `�� 4Y14N fy;( I B D 1.782 � a� (( � ---i--- D 1"X3.125')Z.�00"(8) 11 eeeM 4M OM42M 888618M 1.2('X211• •`\•��'��cti 1.28'X3.188" 11AV1 1113M 888241M 888518M A 1.613 .121•Alum Q: ------ ----- 1,28°X2.11"X.126(18) 88370 WA WA NIA 8881517M Tuba Mull ��'•;: 00.5670" C OFFSET CLIP NOTES: 1. L� RT 6 LU .125 6003•T8 ALUM. • 696 • ••• • • '•. 511p 7� I TOPVIEW 1)HOLES TO BE DRILLED W THE FIELD 50 NG DIMENSIONAL 94TRICTMAI SiVW cw THIS SHEET. 2)SEE SHEETS 5-20 FOR SUGGESTJEE,APPRt%MA}E HO M LOCtTI ONS III ANCFlW OPC.MSTANCE �/ Ss� rA 3)SEE SHEETS 2-4 FOR GENERAL IASNA-LATIBN METHON.• • •• • A.L L KEX 5670 FL P.E.#68705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • i ,.00et D� I� a - " 'a '; 12.0 7 ,�yow 125' al 40 •tom STANDARD-TOALU . 2.128'4.0001 5' 2000' eo93 T9 ALUM. {t l I r (fli TSA(uM X-SECTION S0ONLAILUM. r128' %SECTIONx«$C)ftQN 'I'28 m.126' ,iN0 CENTER OF ANCHOR HOLE 126 DASHED BOUNDARY SEEANCHOR O.C.DISTANCE �L �{ w HOLE DU1EAEfER:ANCH }+' j a .� " W 1'%4•X.376' coZ MULLION 'r-MULLION CUTHERETO s i. CREATE.SEE ' ; 'S" ' 6063SBALUM. 6003-TO ALUM .375 3.128' .378" � � -SECTION %SECTION MIN. I DETA0.F.SHEEP 4 t< +176" xa. z a r---------I CENTEROF ' I 1 I I ANCHOR HOLE a m�s:-r; f Z 1.250' 1.260 I MUST LIE WITH e .' a� ��" v`'"�` �` '"`"•t t 1 I I 1 THE D�WED I 1 I I I I BOUNDARY.SEE !�' w�'a >,r t V .Q1• �Q3, I I I 1 F SWEETS 6.20 2.876" I --- I I --- I SHTHE ANCHOR h t o a84' i i I i i F MMAAXIMUDISTANCE O I I I I I ANCHOR HOLE r �Y ` t s i 3 S2 3280' &2W1 I { 11 I DMETEIt $ 1 1 { = N CA .100" .100" .100" -----� -------� ANCHOR aiK+., .a,.»w - ,; ; Q 30 I .100' .g�4• �4• E STANDARD CLIP U-CLIP �3 p`14 fBTSd1�(11d,' � .� Zc:n"-.- ANCHOR HOLE MUST LIE 5063-TO ALUM. U63-78ALUbL y.F'� .• w=, �'• T ' -yl.820`F� -`i.820'Fes-- --1.820•l-- DASHED BOUNDARY.SEE TOPV�W TOFVO:IN X3.28'%.824' iZ8'X3.84'X.824' SHEETS 6.20 FOR THE ANCHOR O.C. TABLE TABLE C.CONT. /.25'%3.28'X.100' 1.26' MULLIONX 3.2rLLIN MULLION DISTANCE MAXIMUM ANCHOR HOLE Dlmgnale•Vulm )Fm MMUG": Dlmenelon Value on)]For Mullion 6006.78 ALUM. GOO-TUALUM. 6008-75 ALUM. DIAMETER:ANCHOR DWiMETER+1h8'. X4 X1. XSECTION XSECTION XSECTION O 1.000 .126' O X.624' H 2880 Aluadem H 1.436 Al Elio 3.4671" 5.600' -tuba 1 1 3.260 1 Tube Mallon 2.881• t?�' .378' .376' ". 1 F 2626 128'XS.W MIN. 1.37r G �;� G 1.128 X.824' H 2430 Ahmiman H 1.500 Ahnbum f-0oo CT REVISED s I ---- ` I I 3.000 Tape 8:'1' I 3.260 Tube Mallon w aon4ayine with the Fledda r--- - t i i i i F 2280 1 Xa28 F 813 MuA Du I64MI9.0J a a75o x.1ow nme 9A21 .126" 1 , ,; 2260' I I I 1 H 1.500 Aluminum I I I I I 126D T1 a Mullion By 30" s pr I I I I H I Dade pro" 1 ` T ` I TABLE D 3260'gg• M( L ., TT •�• • • • • •• POTFado 30°SAY Ml7WON 606 YS ALUM. -___--- -•--•...,• • • • • Mntl�netumn `�� ,(LYNN K111 8093-TB ALubI. 1 x - �� ;,. •• • • ••. •• (eheee6) Mullion 8W.Clip O5eel Clip "lp Angle cnp ;.`��Q '`G��SF ••F,p XSECTION i 89364 888111M 58811=1 SOMIM 668516M - • � • • • 1'X4'%.125'(10) -,a{, •1�. • �� • • •• i'X4'X.375'(11) S86I9 W112M 68811231 688242M 808619M5 No,5070 7 t, < a TOPVIEW 1"X41 X.376'T(11) 86983 098112M 8991123M 666242M 58�1lOd _ NOTES: •J �.�1'� X 04 y .7401 1.�'X3.26'X.1�'(13) �t� 8881127b1 8881124M g8B241�1 116M :�• ,y I(, ':1= ••• . ... . .7S Xaa'XAW(14) 20161 SMI29M OW125M p82411M 9089119M �•4•• g f^' :•�L(/1 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL.RESTRICTIONS GIVEN ON THIS SHEET. • iAvX3JWX.6W(1fi)j 20182 9se1t17M 9es1729M41M 98681TM S • • • • • • • 30 Degree(79) 88949 WA WA NIA 888811OM ..........FLOR ''�\�~: 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. • • • • • • •• • ••• •• ••• ••• ••• ••• 45�=� WA WA WA 6665111M 3)SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. FL P.E. 68705 0:0 •• • • • • 0:0 •• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r TABLE E Mull Dimenelon POT Part# (sheet: Mullion Std.Clip 11411p Angle Clip I ^•128 I —j�^•1 N-•.12G � 21 X4'X.26"(18) 86802 680281M 666271M S8S5112M � s 2°X 8"X.25'(17) 88804 886282M 888272M 8886113M I STANDARD CLIP I U CLIP 2X6 ANGLE CUP 8083.78 ALUM. Sw3•Te ALUM. SOS3•TS ALUM. Y 2.000• I XSECTION 2.126" I XSECTION 2.0w X-SECTION NOTES 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING .12b' I .126 L .126" ;,81 I10 DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 0 2)SEE SHEETS 5.20 FOR SUGGESTED.APPROXIMATE I•-1490•I O HOLE LOCATIONS. 1.490' W 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 6 , t) �� O CREATE F TO .375' rL, 5.000' •376' 3b00' CRATE F�2.IP. MIN. Fes++ Z 2000' •375" rt _SEE DETAIL F. .376' Q MIN. r SHEET4 MW Z -- -- ---------•-------- r-------- ---I--- -------i '---- I Z w I I I � v 4.000' i I 1------- U � -I-- --- --N 3.438' � + 3.43&' � i i � C � � � 280' rMUW ON• I I 3.438' I I F„ o cj 6083-TB ALUM. I I I j i fq z x-9ECTION 375• --1_ I L-----^-- -----� MIN. `1 g 1 LZ �- STANDARD CLIP 2X8 ANGLE CUP V Q CENTER�CFANCHOR HOLE MUST LIE 0083-TB ALUM. Fpr X MU [ON SHEET 16 CENTER OF ANCHOR HOLE MUST LIE 8083.78 ALUM.250' WRHI R $HEDBOUNDARY.9FF TOPVIEW TOPVIEW WITHIN THE DASHED BOUNDARY.SEE TOPVIEW {g �'O SHEETS 5.20 FOR THEANCHOR O.C. SHEETS 8.20 FOR THE ANCHOR D.C. — { F� •� NETER UCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE MAXIMUM ANCHOR HOLE �7i TER+1116'. WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER 4-1118'. SHEETS 6.20 FOR THE ANCHOR O.C. 500• DISTANCE.MAXIMUM ANCHOR HOLE CUT FIERE TO DIAMETER ANCHOR DIAMETER+1/16'. 6.000" r'-2•DD�—'1 .375' moi CREATE F•CLIP. •378" 375' MIN. r-SSEEEEDTTTAILF. MIN. rY MIN. 376' t-RODUCT REVISED m c wilb the Ftarldt�I I I By �• •2�, B.000' rC I T- I 5.438• • • •• • I• • \�G.......'•;FQ �� rxrx26• ' i • • • • • •• • i i _ MUWON 1 I • • • • • • I I " NO.58705 is 6011378 ALUM. I •• • • •• • I• •• I I .375, _ / - XSECTION I 1 L--------------------- MW. (j t R STANDARD CLIP • • • • U-CUF* • • • 2X5 ANGLE CLP ,�SSS �`\ 280• 6003•TOALUM. • • • • • 6083.28 n�uyy 6083-T6 ALUM. �i,��OfJA�- \\,• TOP VIEW • •• •USED FGR TJ( MU SI-IFTV TOPMEW A.LY tS 141ILL.�R,P.E. ••• • ••• • TCPVIE761• • FL P.E.t 68705 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2.1/4'.THE OPENING REQUIRES A DESIGN PRESSURE OF+6131AP50.0 PSF- 1) WIg NO ANCHORS ON HEAD 1)INITIALLY ASSUMING THAT A - DE MULLION ON IS SUITABLEMULLION LENGTH IS 72'AND THE OPENING WIDTH IS 32'+32+1'-W.REFERENCING SHEET 25,THE COLUMN USING Sg iitltl RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-1/4'AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+60.01--50.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE SEE sEE FROM TABLE 3A,SHEET T.THE V X 2.75'X.375'MULLION(LENGTH=72',OPENING WIDTH=707 MEETS THE DEPTH REQUIRED.HOWEVER THE DESIGN PRESSURE IS+1.55.3 PSF AND WOULD 6 FENESTRATION DETAns. NOT BE SUITABLE FOR THIS APPLICATION. pp PRODUCT'S SHEETS S� APPROVAL,-, s3 FROM TABLE 4A,SHEET S.THE 1"X 2.75"X.850'MULLION(LENGTH=7Y,OPENING WIDTH=707 HAS A DESIGN PRESSURE OF+1-727 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE d OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 838 LBS.MULUCNI N LENGTH 4 2)USE TABLE 48 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE BOTH THE STANDARD CLIP WITH(4)$12 ANCHORS AND THE 2X5 U) N ID, y ANGLE CLIPS WITH(4)012 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. �/ DETAn.s. 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS'WILL L sHEErs APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE 2a INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+!•80A PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 638 LSS.ALTERNATIVELY, W o to O po gpotiORB pi ewmOws0.L THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: 3T--�i F�-�• J ��-I-IAF-MSU wmTH to (60 PSF)X� M LEISF)=824.9 LBS (MAY BE USED TO QUALIFY B 10 STEEL SCREWS FROM TABLE 4B) THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2-W.THE OPENING REQUIRES A '� DESIGN PRESSURE OF+80.01.65A PSF. ,' Z P v EOR THE VERTICAL MULLION:_ c 1)INITIALLY ASSUMING THAT A 1"WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32'+7T+1'x105'AND THE OPENING WIDTH IS 38°tOW F AME DEPTH OF - AND 28. � THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-315"AND WILL N o O MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+60.01.55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. EXAMPLE 2:MULTIPLE MULLIONS L�L a FROM TABLE 3A,SHEET 7,THE 1'X 275'X.376'MULLION(LENGTH=108",OPENING WIDTH=Sn MEET'S THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE 19+A18.1 PSF t N NULL WVTH'-'1�" AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. V < O O FROM TABLE 12A,SHEET 18,THE 2"X 4"X 250'MULLION(LENGTH=105",OPENING WIDTH=807 HAS A DESIGN PRESSURE OF+1.84.7 PSF WHICH EXCEEDS THE REQUIREMENTS OQ. ,•y SEE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. g 1 � REE DETAILS, FENESTRATION SHEETS BECAUSE IT IS NOW KNOWN THAT THE MUWON WILL ADD 2"TO THE WIDTH OF THE MULLED UNIT.THE ADJUSTED OPENING WIDTH IS 38'+38•+2'=74",NOT 73'AS PREVIOUSLY 'O ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY•THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN APPRPPRROVALL THE 73"DIMENSION(35.1/2'+35.11Y+2'=73'). 2)USE TABLE 128 TO FIND THE ANCHOR TYPE,ANCHOR QUANTTTYAND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED LCONCRETE HEADER AND SILL ARE 6'WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8',CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE ERfICALN I, USING THE STANDARD CUP WITH(8)311 S'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2.12'GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER.AND MULLIO -SEE 5-SEE THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. �& DETAILS, DETAIL E OPENING SHEETS 2.3 SHEETS, FOR THE HORIZONTAL MULLIONS: HE JGHTBECAUSE THE VERTICAL MULL WILL BE A Y X 4'X.260'MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS-ALTERNATIVELY.ANOTHER FOR MULLION TYPE COULD BE CHOSEN. A" PRODUCT REVISEDlh90 WA"N re caopiyc% fhe FI/tTAiI 1)THE MULLION LENGTH IS 36'AND THE OPENING HE IS 32'+72"+N LENGTH - REFERENCING SHEET 25,THE COLUMN USING SSU EZO F 41-1 0.0 PSF HCH EXCEEDS DS BE Building Code USED.FROM TABLE 12A.SHEET 18,THE 2-X 4"X 250'MULLION(®LENGTH=42',OPENING HEIGHT=1207 HAS A DESIGN PRESSURE OF+1.170.0 PSF WHICH EXCEEDS THE Acceptance No 1(0.021$•O,$ REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. agwymium Dale 2O2( O1 SEE, , 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 8' B*%XIIII Te WIDE.ff THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8',CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE.USING THE 2X8 ANGLE CLIPS WITH Mpro*" 20 (4)3118'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1'GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED I I N ANCHOR CAPACITY OF 521 LBS. •• ••• • • • • • •• N.(LYNN • �� ••HOmZ 44)FOR THS 10 4P IN THE WHEN HORIZONTAL MUL?J TS jNF1I 1 T&.1t. HE TABOR CAPACITY OF 821 LBS.TABLE 12B FOR THE U•CUP SHOWS THE ANCHOR `S PC•�,:'�,1CCNSF •.• MULL LENOIIN MUII.LENOTH� D RES LE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 821 L119.THE 7: OPENING WIDTH FOR VERTICAL MULL ANCHOR TYPE IS A012 STEEL SCREW. •• 000 •• • • • •• x�: NO.50705 _ FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: +/.04.7 PSF FROM THE VERTICAL MUWON; •CI'•" 1,1 p ,,�• to +1-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO CMU; ?)1Y +1-170.0 PSF FROM THE 36"HORIZONTAL MULLIONATTAWNG TO THE VII1�.1URiTILLION OOFTVMC8104 -�U,c'•• �A E P \?J: THE LOWEST DESIGN PRESSURE l3+/•64.7 PSF NO WOULD APPLY TO AML OFTHIIIMULLIONS.. : : ��•C••.•CO.....••',T'ry,,� VERIFY THE DESIGN PRESSURE OF THE FEN TION ODLbT�'Sl81IUSED ISMULl1OR SYISTEEIIJ.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION „�,.��GC PRODUCTS,W51 APPLY TO THE OVERALL A&�I.Y.F DESK PVESEQUIt�3 TAAT�FIE�OTH THE MIOLION AND THE FENESTRATION PRODUCT BE WSTALLED IN A LYFIN-MILIItn.P.E. ACCORDANCE WITH THE INSTALLATION SPEC TION INTO RES TRA ASD FENEMTRATION PRODUCTS TO MUWON. FL P.E.O$8705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDALRRIANGULAR LOADING: � � � 6 Y SHIDH JH SHfDH SH/DH I pIj fe � Wr^� ZfA U � I 1 g It to X LU LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION 1 m c y SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS i fit, HINGED - g �r DOOR U Z 3 PW ; i.OAl INGOFVERTICALMUuJON = N G LOADING OF HORRDNTAL MULLION LOADING OF HORIZONTAL MULLION .- v PW F/x/7///, IPW P1 1 1 1 1 PWpo / / I PW Z SH/DH SH1DH SH/DH SH/DH Q O 0� 4h SHIDH � J JU� LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION 1 1 PW PW HR I I — 1 LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION PNHINGED I NOTES: DOOR PW PW I ^ItOWUCT REVISED I .0 lyina wm lb.Florida 7)DRAWINGSARE 8�sildiagCode RERESENTATIONS OF TYPICAL Acaeia Nm ,p3 j PW CONFIGURATIONS. Deft ! I PWCONFIGURATIONS NOT SHOWN MAYBE EXTRAPOLATED FROM By Nhoduol / / I THOSE SHOWN. I •• ••• • • • 2)IF THE LOADING TYPE CANNOT `\\NO I • • • • BE DETERMINED,USE `� y\�..•'" ••.�l�P�i� •/ • • •• • PW RECTANGULAR LOADING. PW PW j ,fi'• • • • • •,.,..� 1 • • ••' 3)SEE PRODUCTS'APPROVAL FOR ` + 5 No.a3'/D• ACTUAL ANCHOR LOCATIONS • LOADING OF VERTICAL MULLION LOAD NO OF VERTICAL MULLION 1 G] !,0•.�• 2I l 6:I1 PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTINGIHORIZONTAL MULLIONS I 1G • • ••• • .• �)•'. STA TLOF i••• •• LOA WF W. ••• ••• LOADING OF HORIZONTAL A.LkNI L2id.E. MULLION MULLION FL P.E. 58706 ••• • • • • ••• • • • • • • • • • • • • �c r" ZZ OW SCOPE OF WORK d IL ik W LL GUSTINGER RESIDENCEa. W 1551 NE 103RD STREET " � . o o1, 10 TABLE OF CONTENTS SHEET DESCRIPTION MIAMI SHORES, FL 33138 a >a 1 OF 1 C COVER SHEET 41I a, N N 1 OF 2 FL1 1ST FLOOR PLAN ` r < LL W C LL O O 1 OF 3 EL-01 JWNDOW ELEVATIONS _ Q W Z O J �StOQ � X Q2M — W Q W 61 F h W U Z W WFA"'s N 1 SATELLITE VIEW • W.- • •• •• 000000 • Z�Q 00 000 0 O X00 j 0• 0 0000•• ••• (9 • • 0. 0000•• • • • • 0000 • • 0000• G • 0000• 000 G 00000 •• CW9 •• Gess•• • •s•s ? • WINDOWS AND DOORS SHOP DRAWINGS :004G• 0 1.0 ...... I— Y PRODUCT SPECIFICATION: W • 1. SERIES"SENTINEL 130"ALUMINUM FIXED WINDOW(L.M.I). GENERAL NOTES: U MANUFACTURED BY'CGI WINDOWS&DOORS: 1. ALL DIMENS11-NS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. NOA No.: 15-0413.03 2. EXISTING STRUCTURE TO BE VERIFIED ON INSTALL AND SHALL MEET NOA REQUIREMENTS. EXPIRATION DATE.:SEPTEMBER 22,2020 3. DO NOT SCALE THE DRAWINGS.FOLLOW WRITTEN DIMENSIONS ONLY. .: 7/16"LAMINATED GLASS 4. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO GLASS TYPE COMPOSED.: 7 PROCEEDING WITH THE AFFECTED PART OF THE WORK. 3/16"HEAT STREN'D GLASS 5. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS -0.090"INTERLAYER DUPONT SENTRYGLAS COMPLETE. zo 6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND -3/16"HEAT STREN'D GLASS SEQUENCES,0 ENSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. a 7. EXISTING WOOD&CONCRETE STRUCTURE BY OTHERS AND MUST BE ADEQUATE TO SUSTAIN THE cr 2. SERIES"238"OUTSWING ALUMINUM CASEMENT WINDOW(L.M.I). SUPERIMPOSED LOADS. Zrn MANUFACTURED BY'CGI WINDOWS&DOORS: S. ALL STEEL IN CONTACT WITH ALUMINUM IS TO BE PAINTED WITH A COATING OF A HEAVY BODIED co O o NOA No.:15-0512.19 BITUMINOUS PAINT,OR APPLY A NON-ABSORPTIVE TAPE OR GASKET,OR 1/8"NEOPRENE LAYER,OR EXPIRATION DATE:OCTOBER 26,2018 APPROVED EQUIVALENT LAYER TO PREVENT GALVANIC REACTION BETWEEN DIS-SIMILAR METALS. W 9. WATER PROO=ING IS NOT PART OF THIS SCOPE,BY OTHERS. W GLASS TYPE.:5/16"LAMINATED GLASS COMPOSED OF.: DESIGN WIND LOADS: 1/8ANN.GLASS 0.090"BUTACITE PVB BY KURARAY AMERICA INC. THE STRUCTURAL FRAMING WAS DESIGNED USING F.B.C.2014 AND THE FOLLOWING SUPERIMPOSED m 1/8"ANN.GLASS LOADS. DESIGN WIND LOADS WERE DETERMINED IN ACCORDANCE WITH F.B.0 2014 AND ASCE 7-10. w 3. SERIES"PGT"CLIPPED EXTRUDED ALUMINUM(L.M.I). WIND VELOCITY: 175 MPH o EXPOSURE CATEGORY: D MANUFACTURED BY'PGT INDUSTRIES.' BUILDING HEIGHT: 25-FT z NOA No.:16-0218.03 EXPIRATION DATE:MAY 26,2021 Engr: JAVAD AHMAD CIVIL c a FLA. PE # 70592 n i W z CA.N. 353 PROJECT WIND LOADS DESIGN PRESSURES +53.3 Pd= -57.8 drawing no. 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AFC 17-0641 02/03 Z Z o _ w 135° 135" ~ 0 Q � U w 0 , a n. o 0 UNr0co 19 1/8" 53" 53" 19 1/8" c M rl M (UNIT WIDTH) (UNIT WIDTH) (UNIT WIDTH) (UNIT WIDTH) 0 o M CO m ccYY � N C $10 � NN « d __ M 0 mato Q W u M M IL z y J t7mQJ Q W mm Fu. ji W W A 0co w _ _ 0Awlp•. z : • .. lazq• 009900 z / 00000 O 7• 0.000 (7666*66 \ OL , • 9000 9000. e9e •00 • / •• .• \ t7 •• •es••9. 00.09 � • e M • • ••his 000900 • •• •ei e.e.•. Z •• W J U PGT 450 BAY MULL 1X4X1/8 PGT MULL PGT 450 BAY MULL Z 0 CGI SENTINEL 130 FIXED WINDOW it SERIES (LARGE MISSILE IMPACT) o W NOA No. 15-0413.03 Ln 0 CGI SERIES 238 CASEMENT WINDOW W SERIES (LARGE MISSLE IMPACT) ANOA No. 15-0512.19 SERIES PGT CLIPPED EXTRUDED MULLION (LARGE MISSLE IMPACT) o NOA No. 16-0218.03 0 LEVEL QTY. PER LVL. TOTAL Z Engr. JAVAD AHMAD WIL < A TOTAL 1 1 FLA. PE # 70592 z CAN. 3538 a drawing no. AFC 17-0641 03/03 0