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WS-13-1297 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)7564972 inspection Number: INSP-193291 Permit Number: WS-6-13-1297 Inspection Date: August 23,2013 Permit Type: Windows(Shutters Inspector: Bruhn, Norman Inspection Type: Final Owner: BERNSTEIN, HOWARD Work Classification: Window/Door Replacement Job Address: 178 NE 111 Street Miami Shores, FL 33161-7048 Phone Number Parcel Number 1121360040140 Project: <NONE> Contractor: TRITON WINDOW DISTRIBUTORS Phone: (305)716-4900 Building Department Comments INSTALLATION OF THREE IMPACT WINDOWS �"��O Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed PLEASE SCHEDULE IT FIRST FOR YOUR DAY. THANKS! i Failed Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. For Inspections please call: (305)762-4949 August 23,2013 Page 1 of 1 4 ALowFAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT August 22,2013 TO: Mr. Syed Mehdi Ashraf Miami Shores Village Interim Building Official 10050 NE 2nd Avenue Miami Shores,FL 33138 Re: Bernstein Residence 178 NE 111"Street Miami Shores,FL 33161 Permit#:B 13 02156 Triton Windows Distributors Windows installed in North Elevation NOA#: 11-1031.04 Dear Mr. Ashraf, In reference to the above mentioned project;as per the above referenced permit number,the original existing non-impact windows were removed and new Miami Dade County approved impact windows(NOA# 11-1031.04)were installed into the existing wood structure. It is the responsibility of the contractor to make sure that anchor type, spacing, embedment and edge distance are as per the above mentioned NOA. Should you have any questions or need additional information please do not hesitate to contact me. Q.E. AUG 2 2 2013 to,`.C:\Users�nathew\Desktop\A-A Glass-708 Lincoln Rd.doc 1235 SW 87`h Avenue Miami,FL 33174 1 T:305.264.8100 1 F:305.262.6978 I www.afceng.com I alfarooa @afcena.com a 8/22/2013 AL-FAROOQ CORPORATION (2005 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION) WOOD SCREW-LATERAL DESIGN VALUE SINGLE SHEAR ROOT DIAMTER OF 1/4" ELCO ULTRACON• ALUM.TO WOOD D= 0.168 D=D for unthreaded full-body fasteners D=Dr for reduced body diameter fasteners or threaded fasteners (See Appendix L-NDS) SPECIFIC GRAVITY - SOUTHERN PINE (See Table 11.3.2A) G= 0.55 DOWEL BEARING STRENGTH OF MAIN MEMBER (MEMBER HOLDING POINT) : Fern= if D>0.25,6100 x Gi.as , 16600 x Gl'� (Table 11.3.2 Note 2) D0.s Fern= 5.526E+03 PSI DOWEL BEARING STRENGTH OF SIDE MEMBER-(METAL): Fes= 31000 PSI FOR: 6063-TS ---------> Fes= 23 ksi 6063-T6 ----------> Fes= 31 ksi 6005A-T61 ---------> Fes= 39 ksi 6105-T5/6061-T6/6005-T5 ---------> Fes= 39 ksi DOWEL TENSILE BENDING STRENGTH: Fyb= 155000 PSI (FOR ULTRACON ANCHORS-PER SPECS.) MAIN MEMBER(WOOD) DOWEL BEARING LENGTH: Lm = 1.375 IN (PENETRATION/EMBEDMENT) SIDE MEMBER(ALUM.) DOWEL BEARING LENGTH: Ls= 0.100 IN (MIN.FRAME THICKNESS) Re= Fem Re= 0.178 Fes Rt= Lm Rt= 13.75 Ls 4" 0 2 2 ZZ13 4 k1= VRe+Rtz•Re3+2•Rez (1+Rt+Rtz)—Re•(1+Rt) kl = 0.967 1+Re D2 k2= —1+ 2-(1+Re)+2•Fyb•(1+2Re)• 3 Fem Lmz kz = 0.654 k3= —1+ 2.1 +Re+2•Fyb•(2+Re)•D2 k3 = 10.322 Re 3•Fem•LSz PENETRATION DEPTH FACTOR,Cd: Cd = Lm = 1.36 Cd= 1 if(Cd<1,Cd,1) 6D MIN.PENETRATION OF SCREW INTO MAIN MEMBER FOR SINGLE SHEAR CONNECTIONS OR SIDE MEMBER FOR DOUBLE SHEAR CONNECTIONS SHALL BE: Pmin= 4D Pmln= 0.672 INCH EDGE DISTANCE FACTOR,Ce: Ed = 1.0 INCH (MIN.) EDGE DISTANCE Emax= 4D = 0.672 INCH (MAX.) EDGE DISTANCE THEREFORE-------------> Ce= Ed_=1.488 Ce= 1 if(Ce<1,Ce, 1) Emax REDUCTION TERM,Rd: (SEE TABLE 11.3.16-NDS 2005,PG.72) X=(MAX.)ANGLE OF LOAD TO GRAIN X=90 DEGREES --> IF LOADING IS PERPENDICULAR TO GRAIN = 0 DEGREES --> IF LOADING IS PARALLEL TO GRAIN IF D<0.25 IN. ---FOR ALL YIELD MODES: Rd=Kd X Kx (SEE NOTE 1 ON TABLE 11.3.16) X = 90 Kx= 1+0.25(X/90) = 1.25 Kd= 2.2 if D<0.17 (TABLE 11.3.113) 10D+0.5 if 0.17<D<0.25 Kd= 2.2 Rd= Kd * Kx Rd= 2.75 YIELD LIMIT EQUATIONS: (SEE TABLE 11.3.1A-NDS 2005,PG.71) ALLOWABLE LATERAL LOAD: (Eq.11.3-1): Z1= D •Lm•Fem 464 LBS Rd (Eq.11.3-2): ZZ= D •Ls•Fes = 189 LBS Rd (Eq.11.3-3): Z3= k1 •D •Ls•Fes = 183 LBS Rd (Eq.11.3-4): Z4= kZ •D •Lm•Fem = 224 LBS Rd• (1 +2 •Re) (Eq.11.3-5): Z5= k3 •D •Ls•Fem = 160 LBS Rd• (2 +Re) (Eq.11.3-6): Z6= DZ 2 •Fem•Fyb = 226 LBS Rd 3 • (1 +Re) Zmin= 160 LBS DURATION FACTOR: CD = 1.6 ALLOWABLE LATERAL LOAD Za: Za=min(Z) • Cd • Ce • CD Za= 256 LBS c472m, MIAMI. MIAMI—DADE COUNTY,FLORIDA, PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)3152599 NOTICE OF ACCEPTANCE (NOA) ww.v.miamidade.gov/pera/ CGI Windows&Doors 10100 N.W.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 PERA-Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify, or suspend the use of such product or material within their jurisdiction.PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:Series"Sentinel 120"Aluminum Horizontal Sliding Window-L.M.L APPROVAL DOCUMENT: Drawing No. W10-18, titled Series "120 Sentinel Alum. Horiz. Sliding Wdw.(S.N.I.)(L.M.I.)", sheets I through 11 of 11, dated 03/29/2010, with the latest revision`B", dated 10/10/11,prepared by Al-Farooq Corporation, signed, sealed and dated 1/13/2012 by Javad Ahmad, P. E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series and following statement: "Miami-Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal.application has been filed and there has been no change in the applicable building code negatively'affecting the performance of this product. TERMINATION of this NOA will occur der the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 10-0510.12 and consists of this page 1,evidence pages E-I and E--2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No.11-1031.04 �sn• Expiration Date: September 22,2015 Approval Date: January 12,2012 s 1 12 Page 1 CGI Wipdows&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 10-0510.12) 2. Drawing No. W10-18, titled Series "120 Sentinel Alum. Horiz. Sliding Wdw. (S.M.I.) (L.M.I.)", sheets 1 through 11 of 11, dated 03/29/2010, with the latest revision no. "B", dated 10/10/2011, prepared by A1-Farooq Corporation, signed, sealed and dated 1/13/2012 by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of horizontal sliding window, prepared by Hurricane Test -Laboratory, LLC, Test Report No. HT"084--0102-14,dated 06/04/2010,signed and sealed by Vinu J.Abraham,P.E. (Submitted under previous NOA No. 10-0510.12) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007, prepared by Al Farooq Corporation, dated 05/05/2010, signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA No. 10-0510.12) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) .-E. MATERIAL CERTIFICATIONS I. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their"DuPont Sentry Glass®Interlayer"dated 05/26/10,expiring on 01/14/17. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for their "Saflex and Vanceva clear and color interlayers"dated 05/05/2011,expiring on 05/21/2016. 3. Notice of Acceptance No. 08-0520.08 issued to Solutia Inc. for their "Vanceva Composites uoed for lamination of glass"dated 7/17/2008,expiriri on 12/11/2013. C Jaime D.Gasco ,P.E. Product Control section Supervisor NOA No.11-1031.04 Expiration Date: September 22,2015 Approval Date: January 12,2012 E-1 CGI Windows&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC-2010, dated October Of,2011,signed and sealed by Javad Ahmad,P. E. 2. Statement letter of conformance, no financial interest and compliance with the FBC 2007,dated May 05,2010,signed*and sealed by Javad Ahmad,P. E. (Submitted under previous NOA No. 10-0510.12) 3. Laboratory compliance letter for Test Report No. HTL-0080-0102-10, issued by Hurricane Test Laboratory, LLC, dated June 04, 2010, signed and sealed by Vinu I Abrah=4 P.E. (Submitted under previous NOA No. 10-0510.12) 4. Proposal No. 09-0032 issued by Product Control, dated October 22, 2009, signed by Manuel Perez,P.E. (Submitted under previous NOA No. 10-051©.12) G. OTHERS 1. Notice of Acceptance No. 10-0510.12, issued to CGI Windows & Doors for their Series"Sentinel 120" Aluminum Horizontal Sliding Window-L.M.I.", approved on 09/22/2010 and expiring on 09/22/2015. Jaime D.Gaston,P.E. - Product Control Section Supervisor NOA No.11-1031.04 Expiration Date: September 22,2015 Approval Date: January 12,2012 E-2 TYPE EWMMON 111° K W j4ftu FLANDE WUYIH BUCK W107H MAX. 10"MAX. 8° 8 1/2° 28 8/B°10°Max HEAD/SILL MTG.STILES HEAD/Slu HEAD/Siu MTO.STILES Hm/SSU. S.+ tI d n �a u F �r/\ ' �I �Qy y4 a o bI --a 11 C'�a If a L_-_.__ fl V IYLI Al 0 B D ri B1 u � N FALSE MUNTINS FALSE MUNIIN.R I I I (SURFACE APPLDD) 32 7/8° 32 718° ADDL ANCHORS (SURFACE APPLIED) 32 7/8° 32 7/8° 4-t-mr-T, OP110NAL O.L.OPG. O.L OPG. AT CENTER OF I1TE3&MRi.STILES OPT10 &MTO.STILES AT HEAD ( D.L.OM. D.L OPG. _ 38T 3/8TM SEE NDTE(�)ON SHEET 2 38 3/8° 8EE N/�ON SHEET 2 VENT WIDTH ] FLANGE 8c FLANGE ADAPTOR FRAM' EQUAL LEG TuiT �s a o BUCK WIDTH 5J 2° 8°MAIL 13 8/18° E {{Q0 0 HEAD/SILL Mm SRLFS B°MAX. H�/SIu FFiD.STILES XSgc SERIES 120 SENTINEL o ALUMINUM HOMONTAL SLIDING WINDOW - t t Fdort4b DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER 190 11-0 .O CHARTS SHOWN ON SHEET 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBIPMTIONS R OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI—DARE COUNTY li APPROVED WINDOWS USING MIAMI—DARE COUNTY APPROVED MULLIONS g g IN BETWEEN. n LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. LAMINATED GLASS INSULATING LAM. GLASS U THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE a II ❑ REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY SMALL MISSIL•E�•IMPACT ii }^ HURRICANE ZONE(HVHZ). LARGE M�S¢ILY•;•.I�`ACT u WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER u LOADS TO THE STRUCTURE. o ANCHORS SHALL BE AS LISTED.SPACED AS SHOWN ON DETAILS.ANCHORS �W+ •� EMBEDMENT TD BASE MA70 ML SHALL BE BEYOND WALL DRESSING OR STUCCO. FlA�1�70892;, FALSE MUNTDS ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE cAN (SURFACE)) 32 7/8° 32 7/8' NOT PART OF THIS APPROVAL } i.• �,. D.L.OPo. D.L OPG A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY, 36 318° MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT O12 OrawIng no. Vim'WIDTH COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE W10-18 FIN FRAME REQUIREMENTS OF THE FLORIDA BLOC.CODE SECTION 26018.4. sheet D ON LOAD CAPACITY-Pat+ DESIGN LOAD CAPACITY- PSF DESIGN WAD CAPACITY- PSF �p (NO OR 0%8PLE8) (SOB SIM) (%O%Sups) Sr FLANGE DI18B. I BUCK DIMS. OTm TM'A'WW 9TH TYPE'B'&'Bl' FLANGE DIMS. BUCK DIM L OLM TM'A'&'AV G=TYPE'B'&$1' FLANGK DRYS. SUCH DIME. OIASB TYPIES'A'&'41' OIdtB TYPBS$'&'Bl' WIDTH HEIGHT WIDTH HEIGHT OCT.(+) INT.(-) W.(+) W.(-) Wm HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXr.(+) I NT.(-) WIDTH HEGHT YMTH HWHT EXT.(+) INT.(-) E)CC(+) 1NT.(-) fZ X 28-112• 28-1/2• 88.0 86.0 mo 80.0 74° 73" $5.0 65.0 BO.o 80.0 74° 73" Oao 65.0 80.0 80.0 37• 28,• 38° 25, 86.0 68.0 solo 00.0 106-1/4° 26° 105-1/4° 2° 650 BSA 80.0 00.0 108-1/4° 26• 108-1/4° 26• 88.0 88.0 80.0 90.0 g N 53-1/8• 82-1/8° 69.0 BS.O 80.0 90.0 111° 110° 65.0 65.0 goo 90.0 111° 110° 65.0 6a.0 80.0 00.0 cd,! 74` 73° 65.0 88.0 80.o no 74° 73° 6.0 90 80.0 90.0 74° 73" 65.0 88.o 80.0 90.0 C Tu 26-1/2° 28-112° 65.0 86.0 80.0 9010 108-1/$ 39-3/8° 105-1/4° 37-3/8° s6A 86.0 80.0 00.0 106-1/4° 38-3/8° 108-1/4° 37-3/8° 65.o 86.0 80.0 9060 r'Oj 37• 38° 88.0 8&0 110.0 00.0 111° 110' 65.0 85.0 80.0 W.0 111° 110" 65.0 88.0 80.0 90.0 t a 38-3/6° 37-3/8• R 3 83-1/B° 82-1/6° 86.0 BHA �.0 90.0 74° 73° 86A s&0 $0.0 80.0 74° 80-8/S° 73' 49-a 6" 14 88.0 80.0 80.0 V Cy aP-I 74° 73" 85.0 0&0 80.0 90.0 108-1/4° 60-818" 105-1/4° 49-5/8° 8&0 8&O 80.0 90.0 74° 83° 73° BY 86.0 O �1 115.0 80.0 80.0 O to 28-1/2` 25-1/2° 86.0 8&0 80.0 90.0 111° 110" 654 8&0 80.0 80.0 09 Q p 37° 50-8/8° 38° B6A 88.0 80.0 90.0 74° 73° 06.0 S&0 80.0 90.0 0 4 49--8/8° 53-1/9° 62-1/a• 68.0 88.0 80.0 solo 108-1/4° Sr 105-1/4° 82° 81.6 61.6 76.2 78.2 74° 73° 88.0 65.0 80.0 90.0 111° 1101 80.0 80.0 7&4 7&4 28-1/Y 28-11z• 68.0 86.0 80.0 90.0 toB-1/a° 1os-1/a° - - 80.0 90.0 a yg 37° ° 38° 6Y 89.0 05.0 $0.0 90.0 111° 110` �° - - 80A 90.0 it 83-1/8° 52-1/e° 65.0 BSA 80A 90.0 74° 73" SU 802 74.3 74.3 74° 83" 73° BY - - 80.0 solo *ADDL ANCHORS REQUIRED AT CENTER OF UTES AND MM.STILE ENDS. (1!2W) U/2W5 (1/ (I/3 (1/sYn (1/41A� (1/ ) (1/4W) ,y NM 03M Zz� OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/3 OF THE WNDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH $8 'XO OR OX' 'XOX' U°� 'xox' 0 1k°TYP. 6UCK DOES v TYP. euCK ow PRODUCPREVISED SUtXC OIbL4 Iu complytaawith the Fiorbh Of AnWepteaum -0 Daro FLANGE FRAME EQUAL LEG FFtsME FLANGE ADAPTOR FRAME CQo1 $$ FIAbME DIIIS FLANGE DOER FB 09F FLANGE & FLANGE ADAPTOR-.:F1�A`*ki' . EQUAL LEG FRAME ' am. •• . YIA.l�lf,N�bb903 : > STD. MTG, RAIL, H.D. WIG. RAIL, caay.36.18 LIMIT MAX. LOAD TO ±65.0 PSF LIMIT MAX. LOAD TO +80.0 NOTE: -90.0 PSF GLASS CAPACITIES ON THIS SHEET ARE :E4 E4 BASED ON ASTM E1300-04 (3 SEC. GUSTS) I drawing no. DDEECLARATORY STATEMENT DCA05I DEC-219 , ZO WI O- 8 ah;; of 11 DESIGN LOAD CAPAaff-PSP DESIGN LOAD CAPACM - pSF DESIGN LOAD CAPACITY - P3F (xo ox ox (xox WES) (xox SMS) ��•� BUCK D1M8. OIdW MW A&'AI' 18A88 MW'8'8°81' BUCK DIMS. OLdW MW'Ale& GLOB Tna'B'&'8L' HUCK DIMB. OLeW TYPBB'A'8`Ai' fBAW 1Yp}B'8,&�' o WIDTH/ IiFIGIiT t 65.0 DIG.0 t 80.0) DBmo MM HEIGHT EXr.(+) INT.(-) EkT.(+) tNr.(-) WIDTH HWHT OR.(+) tNT(-) OR.(+) INT.(-) O 26-1/2° BB.o BB.o &IA BO.o 73° 05.0 0&0 50.0 80.0 73° 65.0 BSA 50.0 80.0 t(� 38° 25° 86A 83.0 BOA 80.0 i05-1/4° 25' �A 88.0 80.0 80.0 105-1/4° 28° 88.0 80.0 80.0 80.0 j 52-1/8' 65.0 65.0 80.0 80.0 110° 88A 66A a0.o 80.0 110° 85.0 85.0 a4o 80.0 RR3 2 73' 8SA 8&0 80.0 80.0 73° a" 8&0 80.0 840 73° 05.0 85.0 80A 80.0 a 2 25-1/2' 65.0 85.0 840 80.0 105-1/4° 37-318' 85.0 Mo BOA 80.0 105-1/4° 37-31W 86.0 85A 80.0 80.0 �j 38° 37-3/8° 60A 80.0 80.0 80.0 110° 850 88.0 80.0 80.0 110° 86.0 66A 80.0 80.0 Q�a 82-1/8° 88.0 6&0 80.0 80.0 73° OBA 85.0 80.0 80.0 73' 49-8 B° 86.0 85A 80.0 80.0 V h 73° B&0 86.0 80.0 �.0 106-1/4' 49-8/8° 660 68A 80.0 80.0 73° 82° 88.0 55A 840 80.0 Q' z5-1/z° 66.0 -9.-0 -80.0 80.0 110' BBA 6s.o BO.o 80.0 ¢¢ 38' 60A 65.0 80.0 80.0 73° 050 6A.0 50.0 80.0 Q 4 a9-s/e° o 82-1/e° 6&o 65.0 80.0 80.0 105--1/4° W 61.6 61.6 80.0 eoo 73° 83.0 86.0 �.0 25.0 110° 60.0 60.0 80.0 80.0 w 25-1/2' 65.0 25.0 I 80.0 80.0 555 38° �, 88.0 S&0 80.0 Xo S 02-1/8" 86.0 65.0 50.0 73' �2 50.2 80.0 IN (1/ (1/2w) (1/ (1/m 0AM) 1- �f 1�, yy f%j LL °O OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH p / OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XO OR OX' 'XOX' Z 'XOX' o- O BUCK DIMS PRODUCE RRVIUD ID-PMeGwo the DTorida FIN AM A No 1-lu3t.a� P $$ g 4 FIN FRAME t O STD. MTG. RAIL* H.D MTG RAIL• UMIT MAX. LOAD TO ±65.0 PSF LIMIT MAX. LOAD TO ±80.0 PSF NOTE: o� Eq GLASS CAPACITIES ON THIS SHEET ARE _ E4 BASED ON ASTM E1300-04 (3 SEC. GUSTS) t t drawing no. AND FLORIDA BUILDING COMMISSION ooyyAA DECLARATORY STATEMENT DCA05-DEC-219 ' eheal 3 of 1 0 Hii 1/8°AI�IJ.GLASS 1/8'HEAT STREN'D GLASS .075"PV8 INTERLAYER .078°PVB INTERLAYER VA CEVA COMPOSITE BY'SOLUTIA' VA OR CEVA COMPOSRE BY'SOLUTIA' O OR 080°PVS IMERLAYER 090'PVB INTERLiYER a y -OW MG 9Y'SOLUIIA' 3AFLEX 810 BY'SOLUiW' tC 4 0 OR 89 080°SOP INIERIAYER 080`SOP IMIQLIAYER � BY'D18'OM' SY'DLtPONP �+ 1/8°ANN.GLASS 1/8`HEAT SIREWD GLASS O&Q C $ �CONE SILICONE 3 DON CORNING 888 g GE CORNING 898 �' �.r N1 DOW CORNING 895 d N1 DOW CORNING 998 a " ° c Es GLASS TYPE 'A' GLASS TYPE `B' Q 8/16'NOMINAL LAN.GLASS 8/16°NOMINAL LAM.GLASS QG n o 1/8°ANN.GLASS 1/8°HEAT STRIT!'D GLASS ¢N`- .078°PVS WTER AYER z$ A76°Ia/B IMERLAYIR 1/4°AIR SPACE VA CEVA COMPOSITE BY'SOLUTIA' 1/4`AIR SPACE VANCEVA COMPOSITE BY'SOLUTIA' Z Z!i OR .090°PVS ASIERIAYER A90°PVB INTERLAYER 1/8'ANN.GLASS ORrLE7(NO BY'SOLUTIA' 1/8°HEAT STREN'0 GLASS SAFLEX A70 BY'SOLUM' V o OR 090'SGP WIERLAYER .080°SOP tNTERLAYER 'DUPONI' DY'D1�ONf BY 118°ANN.GLASS 1/8'HEAT SIRENPD GLASS :GE 12W SILICONE OE 1200 a Dow CORNING 699 3 DOW�NI,IG 899 PBODUCr RLN156D M7 I WW CORNING 898 N1 DOW CORNING 888 »mil Mt68wigort& AccenmucoNo! •03.oy �� m _ 0 a ° m o E9 M7 l8 in •I m X93 TYP13 `AS' G7.A.S3 TYPR 'Bi' •'l•'• 0.70°OVERALL INSUL LAN.GLASS 0.70'OVERAU.WSW-LAM.MASS En"JAVADAH �I ,q 11h tPE '7�z L�7L.TL: NOTE t •1 u: stir IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPES 'Al' & '01' MUST BE TEMPERED. $egg' drawing no, W 9 0-18 sh t4of11 YYPICAL ANCHORS V/OGD SPACING , FLANGE & FLANGE ADAPTOR FRAME y,�U SEE a ANCHORS o SEE SP"INOJ 1 a' a.n. .a.. 6a.. F— ---- H.3 °.' r l "L a a fA 1 MIAW—DARE COUNTY APPROVED 1 O w J 1 i 1 MULLION&MULLION ANCHORS I F II SEE SEPARATE NOA 11 $ N a. I OA I Q, 1 O LL ,1 E7 SEE EL ANCHORS TYPICAL ANCHORS 04 w$ FOR ACING FOR SPACING 3 LLzafs 2 8 1e"MK [AND OD BUCKS AND METAL STRUCTURE NOT BY CGI WOW, ST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM TRANSFER THEM TO THE BUILDING STRUCTURE. n 2-3/s" TYFICAT ANCHORS: sm ELEV.FOR sPACNG J" DIA- TAPCON BY 'ITM' (Fu-120 10.Fy=92 KSI `.` 1/4' DIA TRACON BY ' Q0. (Fum177 KsL Ey-105 KSI) pO Rp INTO 2BY WOOD BUCKS OR WOOD STRUCTURES S ' 1-3/B" MIN. PENETRATION INTO WOOD aY ` c 0 d WHEN USED THE N9L ymOD BM' THRU 1BY BUCKS INTO CONC. OR MASONRY ]n a` p D� o LR O.THE USE s 1-1/4" MIN. EMBED INTO CONC, OR MASONRY MELED ` y PElssamTx. DIRECTLY INTO CONC. OR MASONRY z z rrGrr�7jji W 1-1/4" MIN. EMBED INTO CONC. OR MASONRY Eq a gg I o- �sL &14 SMS DR SFI F nRll I I In Croce" (GRADE 2 CRS) (j INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. Tm=.090") © INTO METAL STRUCTURES STEEL : 1/8"THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8"THK. MIN. (6063-TS MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) E7 TYPIS.AI EDGE DISTANCEo 1 INTO CONCRETE AND MASONRY = 2" MIN. j INTO WOOD STRUCTURE = 1" MIN. ! ! INTO METAL STRUCTURE = 3/4" MIN. 1 1 CONCRETE AT HEAD, SILL OR JAMBS fo = 3000 PSI MIN. d C-91)HOLLOW/FILLED BLOCK.A7.JMBS fm = 2000 PSI MIN. o a a 0 I o PROWCfRBVi6Lm E r.JAVAD ! comp$'it�alt hOeuFlorkTe 'C'AMpL iG ° 'y ''` .e .I °.d °. No O •O� t.CAN.39S8z' •� g d ° '• ,BY SE •'e„ -s•.. t 18 1ANfAtORS ,dAr/awing rm. waon BUCK FOR SPACING .Ow - FOR SPACING 1 Y 1 0 1 8 shoot $ oT 11 '/4°' FLANGE & FLANGE ADAPTOR FRAME �4mu 5SHIMS S BUCK WIDTH 1/4•MAX TYPICAL ANCHORS VENT MOTH VENT WIDTH SHUTS ELFV V O O O FLANGE ADAPTOR FRAME O SEE F ,/r TYP. 9 2g8 a Sry W l�) ..�: .._SCREENS OPTIONAL. - ._. ._ _._.._.._._. _ WOOD �V > ao WOOD 3 9 • 18Y fd v WOOD BUCKS 6.•. MX LAYOTTT EXTERIOR yVj D.L OPG. TYPICAL ANCHORS SEE ELEV. FOR SSPACM O_ MVIO-OADE COUNTY APPROVED _ &MULLION ANCHORS SEE SEPARNTE NOA ® N BUCK WIDTH BUCK MOTH O ALTERNATE E3 : 0 SWEEP-- OPTIONAL' o SPRING SB yn�. M z Z Q o TYPICAL ANCHORS E4 SEE ELEV.FOR SPACING '/4°MAX BUCK WIDTH 9MM iv f SHIMS c l VEM WIDTH O TYPICAL ANCHORS sm ELEV. FOR SSP t TYPICAL ANCHORS $g y, FOR SPACING •o.• u a_ INTALIA11ON DETAILS SHOWN ON PAGES 5 d METAL lit, _ AND'E APPLY,To.BOTH FLANGE FRAME AND STRUCR/RE F'lAgE FRAAHES. .5 FTgr NM OPTIONAL •—• PRODUCPNEYISED .DA tA¢@Totfda ERIOR 4�D BucKS 1' AeNo II-1031-0�{ XO L•AYOLTm D.L OPO, < i drawing no. F W10-18 eheat g of�� e_4 a �`9 ' r da a' a 9 d.• 3••$< 71PtCA1.ANCI EQUAL LEG FRAME MIAMI-SOME COUNTY APPROVED MW SON P&MJp ON ANCHORS aoRS SEE EL ANCHORS SEE +IIJII AL A FOR SPACING EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY INTO WOOD, CONCRETE OR METAL STRUCTURES WITHOUT THE NEED OF A WOOD BUCK. M I 2-3/� WHEN='T5 M WDDD BUCK e1FDlY .ilW,ea , w 0 O� a a n g x �jE L7 N ?O�n a- HCdAtB: T § ft0DUCPNEVl8W }' =4=With MiO:�lOH115 ureNo 1-034 � > W10-18 ILLUSTRATIVE M.S.ONLY TYPICAL ANCHORS tom • ACM FIN FRAME �q.V 0 BY cm Z NousE WPA' TYPICAi• ANCIiORS• SEE ELEV. FOR sPACINC NOT BY COI ^ .98 $}y($ (GRADE 2 CRS) G INTO 20Y WOOD BUCKS OR WOOD STRUCTURES �C CEO 1-1/2° MIN. PENETRATION INTO WOOD 8 n 'Wig 0 N ry BY col ��OMB BUCK 4AOTF1 1/0.°MAX. Q M61 OAP g � 1/2o m 0 w' 1/2°MIN. PG o N M 23 3i E2 Z a W f R$] BACKSED O CAULIONO ' r q El I �$ I mg 1 � ��WRAP woT Cci EXTERIOR a' 79 E2 sift m SACKM 1e_ MDOCf REVISRD HOUSE YMRAPC.AT11992, GmP1whAltiel+lorida P NOT EK COI Aun"amm No -0 .0" �• drawing no. MR Ac JAN 1 a 2012 W10-18 sheet g of 11 LTRM PART$ DESCRIPTION FdATLTm MANF./BDPPLIBR/RWQA= •. .,... PA0L14LCr REYISBD L 76382'. r ('. yyyCLLILLL�� 12 �Y�� Et CGI-900 FRAME' ® GLASS 6083-TS E2 CGI-113 ME FRAME SILL 083-TB CGI EXTRUDER E3 COI-102 FRAME HEAD 8083-T8 CW EXTRUDER Z V Qa vq a$ a $ Qz }y5� Gj$ 1 g S :hif£ E4 CGI-103 MEERNO RAIL 8083-76 COI EXTRUDER EB CL8-104 lOG1C RAIL 6083-TB CGI EXTRUDER E8 CGI-108 HANDLE RAIL 8083-T8 COI EXTRUDER E7 CGI-108 - SASH RAIL 8063-TB C(N EXTRUDER EB -107 - 6/18`GLAZING BEAD 6083-T8 Cal EXTRUDER E9 OM CGI-109 - 0.700"GLAZING BEAD 6083-TS CGI EXTRUDER E10 C01-908 FRONT FLANGE ADAPTOR 0083-76 CIX EXTRUDER E11 COI-110 - NAIL F81 ArNIPIOR 6063-79 COI EXTRUDER E72 c10-135 - TF FRAME JAMB 0 FIXED GLASS 8063—T6 Cal EXTRUDER E13 C(X-138 - TF FRAME HEAD 6063-10 CGI E%TRIIDER E74 OGI-139 - TF FRAME-JAMB CGI E75 COI-140 - 1'MUNTIN 6063-75 COI EXTRUDER E17 001 - 2.8°ENFIIA 0083-TB Cal EXTRUDER E17 CGI-8� -80 - SCREEN FRAME 6083-TS C01 E7fIRUDER E78 CGI-114 - SILL SNAP N 8083-TB CC]EXTRUDER E19 CGI-113 - SILL FILLER (iE_T6 CEO EXTRUDER u�M_ b r N r? $ M1 Z Z E20 COI-118 FRAME JAMB 8083-T8 Cal tXTwm E21 CGI-117 - HD LOCK RAIL SOW TB Cal m E22 CSI-138 - TF FRAME SILL 8083 T6 COI EXTRUDER E23 COI-109 - FRONT FLANGE ADAPTOR OD63-78 Om EXTRUDER M7 CM-382V - GLAZING BULB VINYL.(DUROMEIER 78-80 SHORE A) pyD MZ COI-111 - SCREW COVER(OPTIONAL) PVC _ M3 OM-112 3'® ANCHORS EQUAL LEO COVER/WUM PVC M4 - 0.700°%0.040°BEAD GE1200 SIUCONE SILICONE LICONE GE N5 - 0.700'%0.040°BEAD DOW 9ES SIUODNE DOW M6 - 0.700'X 0.040"BEAD DOW 898 SILICONE DOW M7 - 2/LITE SEITINO BLOCK EPDM - MS - - PROIECTO WRAP WATERPIDOFNO OR EQUN. M9 684 - ROLLER TRACK M1O CGI-128 2 PER SASH ROLLER HOUSING M11 W23201NG PILE WRH CENTER FIN WOOL IA.TRAFAB OR EQUIV. AA O 8$ M12 COI-129 1 PER SASH EGRESS LOCK AWM. SULL . M13 COI-131 2 PER SASH HANDLE RAG.END CAP NYLON M&M M14 391-N 1 PER SASH ANYIUFT BLOCK NYLON M&M M15 - OPIIONAL RETICULATED FOAM 30 PPI M18 CQI-134 - JAMB SPACER PVC PROTOTYPE OR EQUIV. M17 A30730401-32 1 PER WD. CAM LOCK ZINC TRUTH OR EQLW. MIS 001-132 2PER WD.2' SASH STOP PVC PR0T01YPE M19 CGI-111 ®FR.HEAD Sol"COVER PVC PROTOTYPE M20 CGI-128 2PER SASH SASH CAM(B/r BALANCE) NYLON M&M M22 - VARIES H1-FLO WEEP COVERS PVC AMESBURY OR EQUIV w 0 O o d d a m $2 - 2 OR 3 PER COBWEB $ 10 X 1 1/4'L0.PI'L PK SMS. St/ST.AMY SCREW - S3 - 1 1/4`EMBED. 8 8 X 1 1/2"L(L PHL PH.SW FN ANCHOR SCREW S4 _ 4 PER W0. #8 X 1/2"PH.SIAS.8T/ST BALAICE BWLCREr SCREtT TO J� 1 i 35 2 PER WD. B B X 1'LG.FH.S'MS. ST/St.SPAN.9.ASSEMBLY - - Se - - $8 X f/2"L0 FH.SMS ®CLN-133 &CAM LOCK ES - 4 6NA.RAIL 10 X 4"LG.PHL PH.SMS. ST/ST ASSEMBLY MEETING RAIL - ES - 2 PER ANRLIFf 10 X Li/B'L.O.PHL PH.SMS. ST/6T.ANRLIFT SORM drawing no. W10-18 sheet 8 of 11 2.440 2.440 2.113 .0� .480 .120 1.016 .706 �- 2.101 1.301 •0�TYP. •706 ,Ogp IYp• r. 2.848 .686 1.801 1.301 I'm 1.880 Z n � TYP. 2.348 Ty P. 1.220 1.007 '884 .884 r z O� O 5/18°GLAZING BEAD O .700° GLAZING BEAD! Qi 1.168 1.166 TYP. 1.386 1.016 1.016 1.388 .748 E11 NAIL FIN ADAPTER 1.398 1.449 �° V °a• EI FIANGE FRAME HEAD O FLUSH FRAME HEAD E4 MEETING RAIL 1&i .293 a 1.486 QQ 1.016 1.016 1.788 .� •m� 0'Q p 1.413 O4,a. 1.140-1 1.,40 .086 FYp. O 2.284 1.258 FLUSH FRAME COVER Uo SCREW COVER p 1.416 1.220 i� g om ' 3.934 088 TYP. 4.430 TYP. 3,Bgg 2.8� 3.t88 �' 2R86 9.043 OO LOCK RAIL E,s SILL FILLER A 1.788 1.450 .180 p fIC a� 2.440 cQJ is LL 2440 •664 ABO � �N o 2.310 N FLANGE FRAME SILL O FLUSH FRAME SILL 1.018 085 O 2.737 TYP. 1.2'10 Z(-ly FLANGE ADAPTOR o` iOYP� 086 1.043 o$ TYR O 5 E21 ALT. LACK RAIL 2.806 2.613 95p 2.613 1.892 Fg:Ig; •005 a tli rYP. 1.000 .891 .800 .991 2196 or 3.237 M737 1.015 ��JJ E14 FLANGE FRAME JAMB (MOVING) ®FLUSH FRAME JAMB (MOVING) $$ 911 .811 1.043 a Oo HANDLE RAIL g 1.025 24M .085 IYR 2406 .OBB TV. !�� MODUCPREVISED � '¢ 1.015 1.615 t•�g Fl C t..y�B2 =I'Yi wim .Ft M. .748 A�eptencoNo l-t0 .• •'' 1AOD ,gam 468 i I 3 1.748 1.248 tA18 drawing no. W10-18 Ei2 FLANGE t'RIiME JAMB (MM) E, FLUSH FRAME JAMB (FIXED) O SASH RAIL sheet i0 of 11 Miami Shores Village a0M Building Department ! � 10 2013 g De p 90050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795.2204 Fax:(305)756.8972 INSPECTION'S PHONE NUMBER:(305)762.4949 20 BUILDING Permit No 6 PERMIT APPLICATION Master Permit No. Permit Type: BUILDING ROOFING JOB ADDRESS: 19 8 hl E I I I ST— City: Miami Shores County: Miami Dade Folio/Parcel#: 11 2'l-�('0 0W�o I y O Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder): Hown y'd 2)e r AcZif( dl Phone#: 1,�)134 3` Y Address: 1a8 tA E 1 1 k -51 City: 1 A 1CA M 1 �h��eJ State: F 1 Zip: Tenant/Ussee Name: Phone#: Email: CONTRACTOR:Company Name: TV'tT®(I Wt ojocl') Dl3T Phone#: � 5 I�2 LlL'f 0 Address: 9-bap) r4 ltd 24 Te.(-r. City: pQ rn I State: E 1 zip: 331'1r12 Qualifier 1G Jl�ro A coSTG Phone#: 0�� ffier Name: State Certification or Registration#: 1S CC 13 I I '-i 13 L-05 Certificate of Competency#: Contact Phone#: Email Address: DESIGNER:Architect/Engineer. Phone#: Value of Work for this Permit:$ q®-CO Square/Linear Footage of Work: 89 'EQ . Type of Work: DAddition OAlteration ONew XRepair/Repla\ce ODemolition Description of Work: —RO 12 tct cu rKE (3 Color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ i P TOTAL FEE NOW DUE$ l dt Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose properly is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foreg •ng instrument was ackn ledged before me this The foregoing instrument was acknowledged before me this�� day o 20_ ,,b w b d s-kn day of 20 E,by , who is person ly known to me or who has produced_)L who is personally own to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOT PUB IC• N LIC: ) 1\ C��) ign: �aR V Print- + ;`� Notary Public-State of Florida My Co ssiop Exp •. > Nom been 1 .• My Comm.Expires Mar 23,2015 °�� ==�, p�;•' Commission# EE 76677 'yMS'I,� '' 9ortdedThroN ��'�. Bonded Through National Notary Assn. APPROVED BY 6 Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) NOTICE OF COMMENCEMENT C FN 2013RO 2.41048 OR 8k 28499 P9 2030; QP9) A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION RECORDED 02/21/2013 11:52:33 HARVEY RUVINi CLERK OF COURT PERMIT NO. TAX FOLIO NO. //a/3Wo�0/y-0 MIAMI-DADE COUHTYr FLORIDA LAST PAGE STATE OF FLORIDA: COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property,and in accordance with Chapter 713,Florida Statutes,the following information is provided in this Notice of Commencement. 1. Legal description of property and streettaddress: 001/w.0- Joh4s L.cr 6 Ba ,2-g M E i n cr 2. Description of improvement: Zo of vP I a c,�E T 3. Owner(s) name and address: .Z:e d risk'i1 /I T l! S7" gizti: F7- 3 3 I(o l Interest in property: Name and address of fee simple titleholder: e 4. Contractor's name and address: __rle d l CM 7 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: f 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes .Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recordi unless a differ nt date X Si nature of Owner Print OwP Sworn to d b fore m t is day of 12N , 20f�. Notary P li •�„'y P y NICOLE ACOSTA s Instrument oreoared by Notar Public-Slate of Print Notary' •°My Comm.Expires roiar 2me: �My Commis "�•;TF p�, ommission#EE 78ress: �« Bonded Through National Noto Ft °�. 1-7.1 I � a a a TOP VIEW �' b• k: a S, E MIT : Miami Shores Village ENTRANCE APPROVED BY DATE CUSTOMER INFORMATION ZONING DEPT Howard Bemstein 178 Northeast 111 Street CITY COPY Miami Shores,Florida 33161 BLDG DEPT SUBJECT I O CCMIPLIANCE WITH ALL FEDERAL STATE ANv MUM Y RULES AND REGULATIONS ,a w FRONT Map RE t / 7 d 1*bz TYPE: TYPE: Aluminum Impact T P um Impact Aluminum Impact Horizontal Sliding Window Mull ear Horizontal Sliding Wndow SIZE: SIZE: 71 Ve x 41 W(Qty:2) Ste:VV x �, 111'x41 W 5/16°AWAN 516°AWAN NOA: NOA: NOA: 11-1031.04 11-0922.01 11-1031.04 r SIDE (LEFT ............ aN ANNE- = r �ra a Y i TYPE: Aluminum impact Horizontal Sliding Window SIZE: 111°x 41'W 5H B°AWAN NOA: 11-1031.04 C � BACK ZN ma SOM ME olw 3 ��s a n ga s <� r s u ^; M y -`'4 Sf S MESA ON r .z V. IN 9 v2' / X, p �ZSn•_; _ ,, ,.r ____k � -_..,, _.-.mot /Mss,_a C Nav,7 3 F,,, „_,� -a �. � r !t SIDE (RIGHT n< n ax 4�y C £ / d Am qQ S. Z S Y PROJECT ADDRESS WINDOW/ DOOR Howard Bernstein SCHEDULE 178 Northeast 911 Street .. Miami Shores,Florida 33181 PROJECT DP W CITY SIZE LOCATION GLASS TINT GRIDS CONFIG OTHER BRAND SERIES STYLE NOA t - 3 1 111"x 41 12" Faintly Roan-1 Impact Resistant 7/18"AWAN Clear Full View XOX 1131/31A CGI SEN120 HR 11-1031.04 46.40 80.70 2 2 71364"x 41 112" Faintly Room-2 Impact Resistant 7/18"AWAN Clear Full View XO I OX CGI SEN120 HR 11-1031.04 46.40 60.70 2 1 1"x 2 314"x 4012" Fw*Roan-2 Impact Resistant .375 Wall/Clips 0131 MULL MULL 11-0922.01 46.40 80.70 1 1 111"x 41 12" IOtchen Impact Resistant 7118"AN/AN Clear Full View XOX 1/31/3113 CGI SEN120 HR 11-1031.04 46.40 60.70 S All sizes,locations and NOA's are provided by Triton Window Distributors. Design presures we provided by engineer listed on plans, t EST,I AL wFAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT SITE SPECIFIC: WIND LOADS WIND STANDARD: ASCE 7-10,FBC 2010 EDITION ON-C 13"ZJy (Based on data supplied by client) (A L_ 1. Client . Triton Window Distributors 2/t r1/U t3 2. Project Name • Howard Bernstein 3. Project Address : 178 Northeast 111 Street Miami Shores Florida 33161 CITY STATE ZIP 4. County ;Miami-Dade 5. Building Height 15 FT. 6. Building Dimensions :Length —' FT. Width ° FT. 7. Building Roof Slope ❑ Flat 0 Slope(See Figure 1 below) 8. Risk Category ❑ I ®II ❑ III &IV Risk category'I'applies for non essential buildings. e.g. storage facilities etc. Risk category 7l'applies for all commercial and residential buildings. e.g. homes, appt., offices etc. Risk category'lll&HP applies for essential buildings. e.g. schools, hospitals,police stations,fare stations etc. 9. Attach floor plan with shutter/window,sizes and types. (Note: If maximum load used for all openings,floor plan is not required) Alex Acosta Client Representative Figure 1: Sloped roof JAVAD AHMAD,P.E.-FL#70592 Flat roof EB C.A.N.#3538 1235 SW 8r Avenue I Miami,FL 33174 T:305.264.8100 F:305.262.6978 www.afceng.com I alfaroowafceng corn Triton Window Distributor Howard Bernstein Wind Speed(mph) 175 Mean Roof Height[h](ft) 15.00 Importance Factor 1.00 Height Above Grid. Level[z](ft) 15.00 r Exposure Category p Horizontal Dimen. of Bldg. (ft) 30.00 _ Risk Category 2 Roof Slope(deg.) >10 Type of Building With Impact Protection Coefficient Kh 1.03 Coefficient Kzt 1.00 Coefficient Kz 1.03 Coefficient Kd 0.85 Velocity Pressure Evaluated @z[gz](Ib/ft^2) 68.64 Velocity Pressure Evaluated @h[gh](1151ft^2) 68.64 Component Size Gcp Coefficients Gcpi Coeff. Design Wind Pressures,(eMMA2) Mark Comp Type W(in) H(in) S(in) A ft^2 Z4+ Z5+ Z4- Z5- Pos Ne Z4+ Z4- Z5+ ZS In Zone All Other 20.00 0.95 0.95 -1.05 -1.29 0.18 -0.18 46.4 -50. 46.4 -60.7 Z5 - 04 r4l 1, 2. 3 /AK 1 'F=r Vv 01=n r 11►`x L11 ,1.211 PkG+n i�i3�i2' X 'At 'IAA (60 WIndows each CA -71 -ak'l w1ae mulled 1C, - �cren p� �K JUN ASCE 7-10 WIND LOADS ON COMPbAM AND CLADDING:AL-FAROOQ CORPORATION, 1235 S W.87th AVE,MIAMI FL.33174.7EL:305-2648100 Engineers Seal Engineers Name And Signature Design Date Design Reference Number I 6/6/2013 2:59:27 PM r , MIAMI-1 MIAMI-DADS COUNTY,FLORWA. PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(780 315-2599 NOTICE OF ACCEPTANCE (NOA) „w_s_Y.miaraidadtgov/sera/ CGI Windows&Doors 10100 N.W.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 PERA-Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction.PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:Series"Sentinel 12011 Aluminum Horizontal Sliding Window-LALL APPROVAL DOCUMENT: Drawing No. W10-18, titled Series "120 Sentinel Alum. Horiz. Sliding Wdw.(S.M.I.) (L.M.I.)", sheets 1 through 11 of 11, dated 03/29/2010, with the latest revision"B", dated 10/10/11,prepared by Al-Farooq Corporation, signed, sealed and dated 1/13/2012 by Javad Ahmad, P. E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series and following statement: "Miami-Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal.application has been filed and there has been no change in the applicable building code negatively*affecting the performance of this product. TERMINATION of this NOA will occur.after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 10-0510.12 and consists of this page 1,evidence pages E-1 and E--2,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No.11-1031.04 IMIWA gc Expiration Date: September 22,2015 Approval Dater January 12,2012 ` tai,t2 Page 1 CGI Windows&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 10-0510.12) 2. Drawing No. W10--18, titled Series "120 Sentinel Alum. Horiz. Sliding Wdw. (S.M.I.) (L.M.I.y% sheets 1 through 11 of 11, dated 03/29/2010, with the latest revision no. "B", dated 10/10/2011, prepared by Al-Farooq Corporation, signed, sealed and dated 1/13/2012 by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of horizontal sliding window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0102-10,dated 06/04/2010,signed and sealed by Vinu J. Abraham,P.E. (Submitted under previous NOA No. 10-0510.12) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007, prepared by Al Farooq Corporation, dated 05/05/2010, signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA No. 10-0510.12) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) .-E. MATERIAL CERTIFICATIONS I. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their"DuPont Sentry Glass@ Interlayer"dated 05/26/10,expiring on 01/14/17. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for their "Saflex and Vanceva clear and color interlayers"dated 05/05/2011,expiring on 05/21/2016. 3. Notice of Acceptance No. 08-0520.08 issued to Solutia Inc. for their "Vanceva Composites used for lamination of glass"dated 7/17/2008,exp1 .n on 12/11/2013. Jaime D.Gasco ,P.E. Product Control Section Supervisor NOA No.11—1031.04 Expiration Date: September 22,2015 Approval Date: January 12,2012 E-1 CGI Windows&Doors w.: NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. - STATEMENTS 1. Statement letter of conformance and compliance with the FBC-2010, dated October 06,2011,signed and sealed by Javad Ahmad,P. E. 2. Statement letter of conformance, no financial interest and compliance with the FBC 2007,dated May 05,2010,signed-and sealed by Javad Ahmad,P. E. (Submitted under previous NOA No. 14--0510.12) 3. Laboratory compliance letter for Test Report No. HTL-0080-0102-10, issued by Hurricane Test Laboratory, LLC, dated June 04, 2010, signed and sealed by Vinu J. Abraham,P.E. (Submitted under previous NOA No. 10-0514.12) 4. Proposal No. 09-0032 issued by Product Control, dated October 22, 2009, signed by Manuel Perez,P.E. (Submitted under previous NOA No. 10-0510.12) G. OTHERS 1. Notice of Acceptance No. 164510.12, issued to CGI Windows & Doors for their Series"Sentinel 120" Aluminum Horizontal Sliding Window-L.M.I.", approved on 09/22/2010 and expiring on 09/22/2015. - Jaime D.Gaseon,P.E. - Product Control Section Supervisor NOA No.11-1031.04 Expiration Date: September 22,2015 Approval Date: January 12,2012 E-2 TOCAL EUYATON nt° 110• �� FLANGE WIDTH .• BUCK WIDTH 8' 28 8/8° S 1/2° 28 518° b MAX• 10°MAX. MAX M1K 10°MAX MAX. HEAD/SILL MTO.SOLE HEAD/SILL HEAD/SILL MTG.STILES HEAD/SILL Z 0 a e a 1 1 I I a7 11 E e F i f u F ii F u � B 0 ii B1 L I FALSE MUNTII� FALSE MUNJEDl (SURFACE APFI.IED) 32 7/8° - 32 7/$7 ADDL ANCHORS (SURFACE APPLIm) 32 7/8° 32 7/8' VAT11 L A NCFODRS OJ..QPG. 0L. OPG. A t NTER�LITES&MTG.SOLE OPTK)NAL D.L OPfi. D.L OPG. CENTER OF UTES&MTO.SOLES 0 Ps AT HEAD/S0.L g VENT 3WIDT1 SEE NOTE{�)ON SHEET 2 38 3/8° SEE NQIE(-)ON SHEET 2 � � VENT WIDTH FLANGE & FLANGE ADAPTOR FR MT7 EQUAL LEG FRAME 2 NM 110° t7 BUCK WIDTH Z Ij, 6 1/r 13 5/18° MAX s°MAX, HEAD/S0.L MT"'5fllks 8'MAX* HEAD/9LL m Cy '- Mm s� SERIES 120 SENTINEL PRODUCT RRVTSt+..D � .ALUMINUM HORIZONTAL SLIDING WINDOW �i+ BwunNcePlmMa DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER IVO !I-(0 ii 11 CHARTS SHOWN ON SHEET 3. D>Na u u • c � E2 ii F ii F APPROVAL APPLJES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS o OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI-DsADE COUNTY APPROVED WINDOWS USING MIAMI-DARE COUNTY APPROVED MULLIONS $ ro ( - ---- IN BETWEEN. - O LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL ' j o ii W0.L APPLY TO ENTIRE SYSTEM. LAMINATED GLASS M ===n==__ _ ==-ii====- INSULATING LAM. GLASS o ----- THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE d u REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY SMALL MISSHIA.•IWACT g HURRICANE ZONE (HVHZ). LARGE MISPILL•-9 AGq <m LL WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER o y LOADS TO THE STRUCTURE. Enpe JAV 1 0 ANCHORS SHALL BE AS LISTED.SPACED AS SHOWN ON DETAILS.ANCHORS itl E6®FAMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. �703s2; , FAt�� S ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE c 6 N �+ (SURFACE APPLIED) 32 7/8° 32 7/8' NOT PART OF THIS APPROVAL Q 4 O.L OPG, D.L.D.L OPG A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. r. 38 3/8° MATERIALS INCLUDING BUT NOT LIMITED TO SIEEL/METAL SCREWS.THAT -A drawing no. vlxr WIDTH COME INTO CONTACT WITH DIRER DISSIMILAR MATERUUS SHALL MEET THE A1Y 012 W10-18 FIN FRAME REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. sheet 1 of 11 11=1111 1=CAPACITY-PSF DSSIGN LOAD CAPACITY - M DESIGN LOAD CAPACITY - PSF l� �/ (%o OR OX SIZE) (%OR SIZES) (%o%SIZES) 1� FLANGE DIMS. BUCK DD(S. Gtt98 TYPES'A'&'AI' GLW TIM°B' TYPE`B'&`BI' FLANGB DDdS. BUCK DIMS. mm TPP13'd'&'Ai CLASS TYPES WIDTH HEIGHT WIDTH HEIGHT EXT.(+) ANT.(-) EXT.(+) OJL(-) WIDTH HEIGHT WIDTH I HEIGHT OR.(+) INT.(-) W4+)1 TNT•(-) WIDTH HEIGHT WIDTH NE'30K EXT.(+) [MT.(-) EXT.(+) WT.(-) 26-1/2° 28-1/2• 65.0 85.0 80.0 80.0 74° 73' 65.0 65.0 80.0 90.0 74° 73• 69.0 65.0 80.0 90.0 37' 26° W. 2'. 69.0 65.0 80.0 90.0 106-1/4° 26° 105--1/4° 2W a8.o 65.0 8D.0 90.0 108-1/4° 26° 105-1/4° 25' 65.0 65.0 6D.o 90.0 4 a 53-1/8" 52-1/e° 85.0 65.0 80.0 90.0 111• 110° 88.0 86A 80,0 �.0 111' 110° 69.0 65.0 �.0 90.0 C �riq 74° 73° 65.0 65.0 80.0 90.o 74° 73' 65.0 65.0 60.0 90.0 74° 73" Sam 85.0 80.0 00.0 LL 26-1/2° 25-1/2" 65.0 65.0 80.0 00.0 108-1/4° 33-3/8° 105-1/4° 37-3/8" 65.0 65.0 80.0 90.0 100-1/4• 35-318° 105-1/4° 37-318° 68.0 65.0 80.0 90.0 13 37' 38-3/e° 37-3/8" 38° 65.0 G&O 80.0 90.0 111° 110• 65.0 68.0 80.0 90.0 111° 110° 68.0 86.0 8D.0 00.0 i1 53-1/e" 82-1 18" B9A 09.0 80.0 90.0 74° 73° 0.0 05.0 solo 90.0 74° 80-5/8° 73° 49-5 8° 05.0 WO 80.0 90.0 .n4 74' 73' 65.0 65.0 80.0 o0.0 106-1/4• G-8/8° 105-1/4° 49-5/8° �.0 69.0 80.0 00.0 74° 83° 73" 62' 85.0 65.0 Wo 00.0 Q j�g' 28-1/2° 25-1/2° 65.0 65.0 80.0 90.0 111° 110' -69.o 68.0 80.0 00.0 �O}A.a o 37° 36° �.0 65.0 80.0 90.0 74' 73° 85.0 e6.0 80.0 90.0 50-5/8• 49-s/e° Q 83-1/6° 52-1/8° 85A 65.0 80.0 90.0 106-1/4" 63° 105-1/4° 62° 61.6 61.6 782 78.2 C� 74' 73° 66.0 6&0 60.0 90.0 111° 110° 00.0 60.0 7&4 78.4 u' 6�y� 26-1/2° 25-1/2° no 65.0 80.0 90.0 108-1/4• �, 105-1/4° �° - - 80.0 90.0 a 37° �° 38' Sr 66.0 85.0 80.0 90.0 111' 110° - - 80.0 90.0 53-1/8" 52-1/8° 6&0 1 65.0 80.0 90.0 _ 74° 73° 6o2 6o2 745 74.3 74` 63" 73° or - - 80.0 1 90.0'k *ADDL ANCHORS REQUIRED AT CENTER OF UTES AND MTG.STILE ENDS. ,n (i/rn') (1/2W) {1/3W) (1/ (1/3W) (1/4W) (1/2W) (1/4W) a G % zz�g OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WIND Wd WIDTH 8-rS 'x0 OR ox' 'xox' xox' PWDIICfREVOW r©; 1¢°TYP. BuoK GINS 16°IYP. B=DIMS BUCK DW cmP1yh*wfthdwFwddh aT tE No -o a t� FLANGE ERAME SAL LEG FRAME FLANGE ADAPTOR FRAME R FLANGE OOHS RANGE OW „t FLANGE & FLANGE ADAPTOR-,I:,'A'' rim) E2 EQUAL LEG FRAME 1 MAD AN MR MAX. LOAD TO ±65.0 PSF .UMR MAX. LOAD TO +80.0 D ; NOTE: -90.0 PSF GLASS CAPACITIES ON THIS SHEET ARE E4 E4 BASED ON ASTM E1300-04 (3 SEC. GUSTS) droving no. DEC LARATORY STATEMENT ODCADS i DEC-219 J N 2012 W O-1$ON cheat 2 of 11 D=GN LOAD CAPACITY-PS? D=GN LOAD CAPACITY - PSF D=GN LOAD CAPACITY - PSF RR Its V i (%0 OR OX stm (XOX ES) (XOX SIZES) 1� clt BUCK D1MB. GLASS TYP89'A'&9l' OIA39 TYP719°B'&'Bl BUCK DIMS. GIM TYM'AlAl'i MASS TYM'B'E'Bl' HUCK DRAB. I 01A88 TYPE$'A'WAI' 01864 TM'B'&T11' WIDTH HAf;}il' EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIOM EXT.(+) IM.(-) EXT.(+) NT.(-) WIO'M HEKiiT EXT.(+) INT.(-) tJfi'.{+) IM.( x-1/2° 88.0 BOA 90.0 80.0 73' 88.0 8&O 80.0 80.0 73° 88.0 88.0 80.0 80.0' 38° 25° 80.0 88.0 8040 80.0 105-t/4° 25° 88.0 858 130.0 80.0 108-t/4" 28° 85.0 68.0 80.0 80.0 ' 82-1/8° 65.0 85.0 80.0 80.0 110° 65.0 08.0 80.0 80.0 110° 85.0 85.0 804 80.0 73° 65.0 B.O 80.0 80.0 73' 88.0 68.0 80.0 804 73° 58.0 65.0 80.0 80.0 at 25-1/2° 68.0 6810 80.0 804 105-t/4° 37-3/8° 05.0 68.0 80.0 80.0 105-1/4° 37-3/8' 65.0 65.0 80.0 no 38° 68.0 85.0 80.0 SO4 110° 68.0 68.0 80.0 80.0 110" 85.0 85.0 80.0 80.0 37-3/8° r 52-1/8' 66.0 68.0 80.0 804 73° 65D 66.0 80.0 80.0 73' 49-8/8" 854 85.0 ZOO 1 80.0 0 73° 65.0 86.0 00.0 604 106-1/4' 49-8/6° 85.0 88.0 50.0 80.0 73" 82° 65.0 65.0 80.0 80.0 25-1/2° 85.0 55.0 no 50.0 110' 88.0 868 80.0 60.0 38' 49-8/8° 658 no 80.0 604 73° 884 88.0 90.0 Boo 85 52-1/8° .0 65.0 50.0 904 105-1/4° 62" 61.6 61.8 no Boo 73° 65.0 65.0 60.0 804 110° BOA 80.0 80.0 808 W 25-1/2" 654 �.o 80.0 80.0 38° 858 85.0 80.0 52-1/8° 82" 88.0 864 80.0 80.0 73° 1 602 602 S0.0 80.0 (1/2W) (11 (1/� (1/3YQ (1/410) LL OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH O$M 'XO OR OX' Z z 'XOX XOX' oo BUCK DBGS PBODUCrBEVOW clwe Psooron►YIOSwRblac9brids FIN FRAM No l-lo3{.atj 02121 11 FIN FRAME < `:FLA.�E "7 92 STD. MEG- RAL H.D. MTG. RAIL: CA& UMTT MAX. LOAD TO *65.0 PSF LIMIT MAX. LOAD TO *60.0 PSF NOTE: Ea GLASS CAPACITIES ON THIS SHEET ARE _ E4 BASED ON ASTM El300-04 (3 SEC. GUSTS) 1 .drawing rto. AND FLORIDA BUILDING ON DECLARATORY STATEMENT COMMISS i DEC-219 I 8--im W10-1 B sheet 3 of 11ji z � 118°ANN.GLASS 1/8°HEAT STREWD GLASS .075"PV8 INTERLAYER .078`PVB INTERLAYER VANCEVA COMPOSITE 9Y'SOLUTIA' VANCEVA COMPOSITE BY'SOLUTIA' 66 OR OR O. .090°PV8 INTERLAYER 090°PVD INTERLAYER LL OSRFLE7f W BY'SOLUTIA' ffLEX LNG BY'SOLUM' ^ n OR VX oso°SOP INTERLAYER o90° INTERUYER BY'DUPONT* BY'DUPONT' QQ9Q` 1/e'ANN.GLASS 1/8'HEAT STREMD GLASS ppyy�� a SILICONE SILICONE y� /-DOW ODRMNG 899 GE 1200 CORNING 899yyyg .\4 M7 DOW CORNING 995 d Mt [XWP CORNING 995 ttt333 \FF33 t 0 0 Es GLA83 TYPE 'A' GLASS TYPE 'B' 5/18°NOMINAL LAM.GLASS 5/18`NOMINAL.LAM.GLASS L1 1/8°ANN. GLASS 1/8'HEAT SfREWD GLASS to 075°PV8 INTERLAYER 075'M8 INTERLAYER z Z 1/4°AIR SPACE EVA COMPOSITE BY'SOUJTW 1/4°AIR SPACE VANCEVA COMPOSITE BY'SOLvnK O OR _ 090'PVB INTERLAYER OW PV8 iNTERLAYER (y 1/8'ANN.CLASS SAK"GIG BY'SOLUTIA' 1/8'HEAT STREN'D GLASS SAPLIX GIG BY'SOLUM' U z I OR .090°SGP IITERLAYER .090°SOP INTERLAYER BY'DUPONT' BY'DUPONT' 1/8'ANN.GLASS 1/8'HEAT MIEN'D MASS �NE SILICONE GE 12W GE 12DO DOW CORNING 899 PR0IHJCC84�Vt$BD DOW CORNING$99 iv M7 - DOW CORNING 995 $ Mi DOW CORNING 995 .1,�,_M�1L wth foe FbfLle F3 me°8 K. 0 0 a ED ED a a M7 M7 ...I c a m GLASS TYPE `Al' GLASS TYPE 'Bi' m 070°OVERALL INSUL LAM. GLASS 0.70'OVERALL ML LAM.GLASS +gr.JAVAD AHA 0 � a `'.L, Wr NOTE IN ORDER TO QUALIFY FOR SMALL. MISSILE IMPACT RATING drawing no. EXTERIOR PLY OF GLASS TYPES 'Al' & 'Bt' MUST BE TEMPERED. W10_18 ehe9t 4 of�I WWI) ° METAL FLANGE & FLANGE ADAPTOR FRAME 4.V IBY FOR SPACING ., TYP m ANCHORS of SEE°a : a d' s . a FOR SPACING r—______�____==____.-� Z i �r �1 e MIAMI-OADE COUNTY APPROVED •,...., •: \ ° I SMELLION&MULLION ANCHORS ;j F NOA 1 � h E7 g�4 ogyj TYPICAL ANCHORS TYPICAL ANCHORS pr`p$o 1[ e t FOR LNG FOR SPPAACING RR SEE LL 2 3/8"MIN, WOOD BUCKS AND METAL STRUCTURE NOT BY 001 WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE a� TYPICAL ANCHORS: SEE 0". FGR sPAma 2-3/B°MIN. 3— 1/4" DIA. TAPCON BY 'ITW' (Fw120 KSI,Fy=92 KSI) gg `.` 1/4" DIAL ULTRACON BY ' ' (Fu-m KSI,"155 Km) O L� `. INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-3/8" MIN. PENETRATION INTO WOOD ° 0 ° WHEN USED THE MN WOW BUCK 7HRU 18Y BUCKS INTO CONC. OR MASONRY = OEM SHALL BE 2W'THE USE OF 1-1/4" MIN. EMBED INTO CONC. OR MASONRY NM �i 0 DEEPER OR BEVELED WIDWI NICKS IS g PERMITM DIRECTLY INTO CONC. OR MASONRY z Z 2 T W 1-1/4" MIN. EMBED INTO CONC. OR MASONRY g g 1#14 c_MS OR SUE DRILLING SCREWS (GRADE 2 CRS) U o �j INTO MWMhDADE COUNTY APPROVED MULLIONS (MIN. THK.=.090') INTO METAL STRUCTURES STEEL : 1/8"THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (8063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) t Ey TYPICAL EDGE DISTANCE gig t INTO CONCRETE AND MASONRY - 2" MIN. INTO WOOD STRUCTURE = 1" MIN. g M8 INTO METAL STRUCTURE = 3/4" MIN. t 1 CONCRETE AT HEAD, SILL OR JAMS f o -3000 PSI MIN. — I' C-90 NOLLOW/FILLED BLOCK,AT,,AbJBS Pm = 2000 PSI MIN. a Q D t I ° r• PRODUCrREVIl;tGD „ ,� n �aoomt, WImGdotn"rTes 11� t e a° .° (lOWmS code FHA PE¢71BBZ 'ti AA .CAM. .� .,, I TYPICAL ANCHORS .,':f: ..p ' 8 I ° TYPICAL y drawing no. ` WOOD B �SPACING a FOR SP° LING 6 W 10-18 shoat 5 of 11 FLANGE & FLANGE ADAPTOR FRAME IH�91!T/a°wx 1/e MAX. SHIMS SHIMS T�� AE ELEV. YENr wmrH var Wwn+ FLANGE ADAPTOR FFOR srAara: vi .o O nd g vi gin•.s' --SCREENS OPTIONAL - ._. _._ .. .. WOOD K 0 g7 - - ---. WOOD STRU ° fd v WOOD BUM aCOX LAYO �b U EXTERIOR TYPICAL ANCHORS D.L.OF+G. SEE ELEV. ' FOR SPACING •�•.,•• ,..' MIAMI-DADE COUNTY APPROVED MULLION S SEPARATE ANCHORS O Std SEPA1tATE NOA BUCx VADTH Boat WETM O ALTERNATE t3 g! ,�-=�� 1 OS� Q SS CV I I i SS c°$ zz�� T3 � ZTYPIOAL ANCHORS ea SEE ELEV.FOR SPAC6uG T/a°MAX DUCK WIDTH 7/4v MAX. O is SHIM T VENT WIDTH SHIMSS \ a TYPICAL ANCHORS I TYPICAL ANCHORS ITI SEE ELEV.FOR SPADING 1 SEE ELEV. ' v.v FOR SPACING IMALLA770(d DETAILS SHOWN ON PAGES 5 d ACD'� APLY'TO•BOTH FLANGE FRAME AND I _ LANSRUcrU E FRAMES. - o SCREENS OPOONAL - _ -- .> Eggr.JAVAD AHMAD, °o raoncicrRBTA6TtP? � - ��rOnmo EXTERIOR T 4WOOD DUCKS AaoptalreePb II-LOCAL( $ XO LAYOUT D.L.OM C y$y��• drawing no. i W10-18 sheet 8 of 11 EQUAL LEG FRAME MIAMI—DARE COUNW APPROVED MULLION&MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. SEE ELEV. FOR SPACING FOR SPACING EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY INTO WOOD, CONCRETE OR METAL STRUCTURES WITHOUT THE NEED OF A WOOD BUCK. 2 3/8°MN. rf 2-3/� I WHEN USED THE MN.WOOD BUCK OEM SHALL HE 2W.THE USE OF MIAMI—DADE COUNTY DEEPER OR BEVELED WOOOBUCKS IS APPROVED MULLION PERMI M. &MULi10N ANCHORS SEE SEPARATE NOA BUCK WIDTH &1CK WIDTH L�I �SPACHJG re�.NAB RA PE Wa f: a ro o 90 h W O N� Z _t rZ Zvi y�jj PxoDUCesEms® "vivTn "m meFbims Aecep�No %-(O% 0 I k a XNAWNW-i drOWing no. VU10-18 L�I �SPACHJG re�.NAB RA PE Wa f: a ro o 90 h W O N� Z _t rZ Zvi y�jj PxoDUCesEms® "vivTn "m meFbims Aecep�No %-(O% 0 I k a � drOWing no. VU10-18 'IXT OR Nr.FW1S16 Y � ANCHORS FIN FRAME �.BY CM FOR SPACWG z ggg $ \ 1� HOUSE TYPICAL ANCHORS; SEE ELEV. FOR SPACING NOT BY cGl ® 98 sMS (GtwOE 2 C" t INTO 28Y WOOD BUCKS OR WOOD STRUCTURES Ito �0 1-1/2° MIN. PENETRATION INTO WOOD $ n E3 CAULKING o LL � +�sr�c.'000ruRE t/a^P eucac MOTH 1/4•MAX. 4 vAP o P� 1/2°YIN. GAP c 1/r NIN ,_n 2; . m CAULK n I 1 E7 1 - _._SCREENS OPT. 17 1 M9 t Nor er fxil a t I EXTERIOR 4 a' @2 BACXSED 11 E2 � m cAULKNG o itnA11 1 0 raouucrLSEwTSeu � HOUSE WRAP _ F NOT Or CGI s ,.� • A Ne .06-4 draw(ng no. TYPICAL ANCHORS SEE ELEEV. FOR SPACING JM 13 2012 ITBM PART$ QUANT.I7R DZSCMIPnON MAT6RAL MANP./80PPLIERA (ARKS Et W-100 FRAME JAMB®FIXED(SASS 8083-76 CGI EXTRUDER E2 COI-113 FRAME SILL 6033-Ta Cal EXTRUDER E3 M-102 FRAME HEAD 8083-7e Ca EXTRUDER E4 CO1-103 - MEETING RAIL 8083-70 CD EXTRUDER EB COI-104 LOCK PAIL 8083-TB COI EXTRUDER Ee CGI-108 HANDLE RNA. 8083-T8 C01 EXTRUDER E7 CGi-108 - SASH RAIL 8083-76 CGI EXTRUDER E8 OGI-107 - 8/18`GLAZING BEAD 8083-78 CGI EXTRUom E9 Cq-906 - 0.700°GLAZING BEAD 8063-73 CIS EXTRUDER E10 CQ-109 - FRONT FLAMM ADAPTOR 6063-TB COI EXTF&M Ell CGl-110 - MAIL FIN ADAPTOR 8063-78 091 EXTRUDER E12 OGI-138 - IF FRAME JAMB 0 FIXED GLASS 0083-78 COl EXTRUDER E13 CG1-138 - TF FRAME HEAD 8089-TB CGI EXTRUDER E14 COI-138 - TF FRAME JAMB TO CGI EXTRUDER E15 COI-140 - 11 MUNM 6083-T6 CO)EXTRUDER E18 OGI-141 - 28°MULLION 6083-T0 Cfq EXTRUDER E17 OG1-005 - SCREEN FRAME 8083-T8 COI EXTRUDER E18 CGI-114 SW.SNAP IN 0083-10 CGI EXTRUDER E19 CGI-1 15 - S91 EWER 8083-T8 001 EXTRUDER E20 CGI-110 - FRAME JAMB 6083-T8 COI EXTRUDER E21 COT-117 - HD LACK RAIL 8083-T8 CDI EXTRUDER E22 CGI-138 - TF FRAME SILL 6063-TB COI EXTRUDER E23 COI-109 - FROM FLANGE ADAPTOR 0083-TB CGI EXTRUDER M1 CD-382V - GLAZING BULB VIM(DUROMETER 78-80 SHORE A) PVC - M2 C01-1 11 - SCREVt COVER(OPTIONAL) PVC _ M3 CGI-112 3°0 ANCHORS EQUAL LEO COVER/SHIM PVC _ M4 - 0.700°X 0.040°BEAD CE12DO ffiICONE SWCDNE GE NB - 0.700°X 0.040°BEAD 0.700• DOW 996 SILICONE �V Me DOW 899 SILICONE DOW M7 - SETTING&ACK EPDM 1e - PROIECTO WRAP WATERRMFING OR EQUIV. M9 084 4UM ROLLER TRACK PVC MID O -128 2 ROLLER HOUSING NYLON M" PI.E WITH CENTER FIN WOOL ULTRAFA13 OR EQUIV. M12 COI-129 1 E LOCK ALUM. SULLIVAN U13 cat-131 2 PER SASH HANDLE RAIL END CAP NYLON M&M M14 391-N 1 PER SASH ANTun BLOOK NYLON M&M M18 OPTIONAL. RETICULATED FOAM 30 PPI MIS 091-134 - JAMB SPACER PVC PROTOTYPE OR EQUIV. M17 A30730401-32 1 PER WD. CAM LOCK ZINC TRUTH OR ERN. M18 65-132 2PER WD. 2° SASH STOP PIG PROTOTYPE M/9 OGI-111 0 FR.HEAD SCREW COVER P/C PROTOTYPE M20 COI-128 2PM SASH SASH CAM(B/T BALANCE) NYLON M&M M22 - VARIES H1-FIA WEEP COVERS PVC AMESBURY OR EQUIV S2 - 2 OR 3 PER CORNM 10 X 1 1/4°LG. PHL PRL SM& ST/ST.ASSEMBLY SCREW S3 - 1 1/4°EMBED. #78 X 1 We U1.PHL PH.SMS.FIN ANCHOR SCREW S4 _ 4 PER WD. B 8 X 1/2°PH.sMS, ST/ST BALANCE BVOW SCREW SB 2 PER WD. #8 X 1°I.G. FH.SMS. ST/ST.SPIRAL B.ASSEMBLY - - w - - 8 6 X 1/2°10.FR.SMS.ea M-133 &CAM LOCK _ SB - 4 TOkL RAIL f 10 X 4°L0.PHL.PH.SMS. ST/ST.ASSPMD.Y MEETING RAIL - - S9 - 2 PER ANIILFT g 10 X e/8'LO,PHL.PH.SMS. ST/Sr.ANTWFT SCREW �v m E a�a $� n QQU u rz�2M s O .. c +'05,J.- MAD 1 ,u CIVIL FLA.PE 71692. mDUcr REv1m Xf ss 0121 with me Rork% � i-tri3 y f< drowing no. �1� W14--18 2.440 2.440 2.113 �5 .120 1.015 }- 2.101 �• •� .050 TP. � 1.301 1.301 1.850 1.880 $ 2.848 085 1.601 7YP. 2.348 NAP. ,.220 1.007 -IF 050 O 5/18"GLAZING BEAD O •700° GLAZING BEAD 7.186 1.188 LI,36jel.745 1.396 �1.0,s E11 py�FIN ADAPTER 13gg ,.449 89 n Et FLANGE FRAME HEAD O FLUSH FRAME HEAD E4 MEETING RAIL 1.488 1� 293 a El ,.a1s d a 1.015 1.788 OSO 080 1.413 1.140 1.140 FrTyp. y3' O FLUSH FRAME COVER ' 2284 O SCREW COVER a g .080 � 6 . 4.430 .085 3• 088 3.885 2.888 3.185 Typ• 1• 2988 O LOCK RAIL ete SILL FILLER 1.788 0 Li 180 2.440 2440 O2310 3 N M E22 FIANCE FRAME SILL O FLUSH FRAME SILL �I( o r7 11018 086 ,�'0 _.I z 3 7YP O _ 2737 2737 E2s FLANGE ADAPTOR � �o .065 YYP. ,.043 (`5 • E21 U ALT. LOCK RAIL 2.508 2.813 2AW 2.613 eW2 t.00a 991 600 991 5 5.237 2.737 1.015 Eta FLANGE FRAME JAMB (MOVING) @FLUSH FRAME JAMB (MOVING) 911 ,811 a' U HANDLE RAIL a 2.505 .088,YP. 2806 1.028 i - o oes Trr. pwr:_da w ' u ' raawlcreevlseD •°' 1.015 1.018 1.598 F6A0 N•t:Yt�Ap �WM Nel7o & if � .746 ,A00 .800 •� ., ` � � •� 1.745 124 fA15 .lo'g dr l 0 8 G W10-18 Et FLANGE FRAME JAMB (FIXED) E1 FLUSH FRAME JAMB (FIXED) O SASH RAIL eha0t 10 of 11 r z . MIAMI MIAMI-DADE COUNTY Z PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Sheet,Room 208 AFFAIRS(PERA) Miarmi,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) mimmiamidade eor/sera/ PGT Industries 1070 Technology Drive, North Venice,Fl.34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the-expense of such testing and the AHJ may immediately revoke, modify,or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series`TGT"Clipped Extruded Aluminum Tube Mullion-L.M.I. APPROVAL DOCUMENT:Drawing No.6300JR,titled"Impact-Resistant Aluminum Tube Mullions", _ sheets 1 through 22 of 22,prepared by manufacturer,dated 08/29/11,signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: 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 140A 0 10-0819.05 and consists of this page l and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.11-0922.01 wataAP►APPROVEDu�nr Expiration Date: May 26,2016 Approval Date: December 08,2011 Page 1 I r PGT Industries NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED A. DRAWINGS I. Manufacturer's die drawings and sections. 2. Drawing No.6300JR,titled"Impact-Resistant Aluminum Tube Mullions",sheets 1 through 22 of 22,prepared by manufacturer,dated 08/29/11,signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of clipped aluminum mullions,prepared by Fenestration Testing Lab,Inc.,Test Report No. FTL 6443 (samples A-1 thru E-1),dated 02/28-11,and addendum letter dated 05 105111,all signed and sealed by Marlin D. Brinson,P. E. (Submitted under previous NOA #10.0819.05) C. CALCULATIONS I. Anchor verification calculations and structural analysis,complying with FBC-2007 and FBC-2010,prepared by manufacturer,dated 09/20/11,signed and sealed by Anthony Lynn Miller,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting,Environment,and Regulatory Affairs(PERA). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance with the FBC-2007 and FBC-2010,and no financial interest,dated June 06,2011,signed and sealed by Anthony Lynn Miller,P.E. 2. Proposal#10-1070-R issued by BNC to PGT Industries,dated 01/07/11,signed by Ishaq I. Chanda,Product Control Examiner. G. OTHER 1. Notice of Acceptance No. 10-0819.05,issued to PGT Industries,for their PGT Series Aluminum Clipped Mullion—L.M.I.,approved on 05/26/11 and 'zing,on 05/26/16. 4 /MAu—ej Perez,P.E. Product denjt6i Examiner NOA No.11-0922.01 Expiration Date: May 26,2016 Approval Date: December 08,2011 E-1 SUITABLE FOR ALL LOCATIONS REQUIRING NON-IMPACT OR LARGE AND SMALL GENERAL NOTES: MISSILE IMPACT-RESISTANT PRODUCTS 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE GENERAL NOTES..........__._...._..1 FIGURE 1: EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, INSTRUCTIONS..°""""'"_'__1 MULTIPLE MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. ELEVATIONS___......_._._._._... I Q 4 OPENING WIDTH FOR VERDQALMULL ARCHEB TO SE MILL TO 2X WCOD..-.-...-.-.......2 Y MULLIONS MULL TO 1X 8 MASONRY-,.,....»2 / SEE OETAILS� aD tt 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS MULLIONS tNiSTAL1ATION NX7TE8....» .2 d A-D.W SHAPE BEEN TESTED AS'FREE-FLOATING°AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS.BUT SHALL MULL TO MASONRY....-......�..3 SHEETS 23 NOT HAVE A GAP OF MORE THAN U4'FROM THE CLIP. MULL TO STEEL STUD_.3 MULL TO MULL..«..«.................„.3 a ANCHOR SPECS_...._._._._--a tq r i i�� I i I -��♦ 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED ALTERNATATE CLIP$.._..._......_..4 Z i� ��♦ DESIGN PRESSURE MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN L180.THE 113 STRESS INCREASE WAS NOT USED SAY MULL INISTALLATION,�....4 O ` IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 1 X 2 X.128 MULL 6PEC$_._—_6 J J/ %\ 9X2X.376MULL SPECS...».�._0 � 1 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHER AND IS BEYOND THE SCOPE OF THESE 1 x 2.76X.376 MULL SPEC$....,-_7 � Q BEE DETAIL AI INSTRUCTIONS. 1 X 2.78X A MULL SPECS---8 W O A7pwa 1 izax l25MMULLSP� _10 8ltETi7$23 1 q 6)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND I __ IX4X.376 MULL SPEC&---_II � Q SHEETS 2-3 ANCHORAGE FOR THE COMMON ONLY TWO ADJACENT'UNITS AT A T�WHEN USING THE DESIGN PRESSURE AND ANCHORAGE 21. CiORAGE TAABLES.THE LOWEST DESIGN 126 4 X 25 MULL$PM& 13 g PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 2 X 6 X26 MILL SPECS___ .14 Z LnaL �� 128X219 X.128 MULL SPECS..18 IS M FOR HOR=NTAL S)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE 38°X 326 BAY MULL SPECS........16 8ES DETAILS. LL 48°X 326 BAY MULL SPECS 17 MULLION S I CLIP&2-.dENBIONS...,..21 SHEETS T)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.vVOOD BUCKS BY OTHER,MUST M LL ION&1 2_.._....._.__...__21 W Q BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT LOAOIIfl EXAMPL@5...-...�....„..22 FENESTRATION ASA APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT o PROWCTB MAY 8)REFERENCE:TEST REPORTS:FT 1,4443;ELCO ULTRACONIAGGRE-GATOR NOA'S:ANSNAFBPA NOS FOR WOOD CONSTRUCTION: N eE OFANKTYPE. Mt1ST 6E ADM-ALUMINUM DESIGN MANUAL W g 8)MULLIONS AND GIPS HAVE BEEN DESIGNED a TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING ' �j Q * - CODE.ANDARE APPROVED FOR IMPACT AND NON-IMIpACT APPLICAT(ONS.MULLIONS ARE ONLY TO BE USED WITH F�LGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. I /8�DETAIL _ I NORQONI'AL AM."- 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVH 7- FFFF----------------- NULL SHEETS 2-3 LENGTH HORIZONTAL LUI i INSTRUCTIONS: LENGTH 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT fLBSIFP)FOR THE OPENING USING THE ASCE4 STANDARD. 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 3)REFER TO SHEET 22 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR°OR MW4GULARRRAPEZOMW. ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 4)FIND THE CHOSEN MULLIONS MULLION CAPACITY(L&4!F'M FROM TABLES IA THROUGH 13A,ON SHEETS 8 THROUGH 17 PRODUCTRHYISBD Mt2 L PEIaXN tMIDTN )'—HCRM MULL LEMM--I RESPECTIVELY,USING THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING �� Ore F -�L�). VERTICALLY OR HORIZONTALLY}THE MULLION CAPACITY ftJ38/M OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT 1LBSIrM FOR THE OPENING OBTAINED IN STEP 11 A0°°Ptm= O!6 6)FROM THE SANE TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED RBSI.THIS BY LENflTNI �. FOR R. VALUI CAP SENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANC RB AND MUST BE MET To ATTAIN THE FULL Pmd= ter ,+� y� MULL 1111 L LENGTH S)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE y LYNN /i/ ANCHOR/SUBSTRATMWHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ��QN'G...Be Q'��i —1 ANCHOR CAPACITY IS MET. SINGLE MULLION SINGLE MULLION FOR VERTICAL MULL 7)IF THE MULLION CAPACITY 8 BSIF7�1 OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT OPENING WIDTH FOR THE OPENING,YOU MAY USE THE/ANCHOR CAPACITY ADJUSTMENT FORMULA°TO OBTAIN THE LOWER ANCHOR CAPACITY FORVOITICA Mutt REQUIRED.WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE : SEE CORRESPONDING DETAILS MULTIPLE MULLIONS i.0'•,•.a �FI ,, FROM FIGURE 1 ABOVE. 8)VERIFY THE DESIGN PRESSURE RATING(LBwr)FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL TTT 000 MULLION CAPACITY(l BS1FT'1 OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE ',i�O�F.. FI MULLED FENESTRATION PRODUCT ASSEMBLY. i 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. JJJ 8l0NA!o, ` A Nl44 A%IItWP.E. FL P.E.#SISM MULLION 2XLWOOD BUCK MULLION ATTACHED TO 1X MuLLro►1 ,ANCHOR OR WOOD FRAMING WOOD BUCK AND MASONRY B�� PER ATE• (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) eve BEESEETABLE07&10B 4' I 8EE NOTE 1, � I ION 1 SHEET 1. ..!e• .. T3 EITHER THE •e I I 1&10 FOR HOLE .d je 1 I CONCRETE OR B_TANDARD - .a II I / ® . EDGE MLILL LOCATIONS a I ° . SEESEETABLES YBE _DISTANCE EDGE DISTANCE ALLED BY ° FOR MASONRY THIS METHOD d a I F '( I I •e ANCHORS &M FO n e R 4.. 1 I SIDE VI EW S Z ° q ALL MILLIONS da• a O TFE g F ° 4.' as . .a °. •` a .a a d e .4 4 4e OCUP MAY UBLL E d EXTERIOR NSALLED BY 7HIB METHOD. N c° ... 'A FOR • a MASONRY •'a 4d Z Q ./1 0 ANCHORS F F' EXTERIOR a° °< ° .°'n fA l U Q a � TYP.ANCHOR TYRANCHOR a TYP.ANCHOR PER SUBSTRATE, PERSUBSTRATB, � SUBSTRATE. SEE TABLES 1B•10B SEE TABLES 1&106 SEE TABLES 16-108 gDOSIEND AND Dp'1'ANOE g�Tplp MENT SUCKSTRQ+ 61 1� « °• ATTACHMENT symmum ATTACHMENT EMBEDMENT-�'� .•. �''' .xj ' e'+• I SEE NOTE 1, SYOTHER% •°�'t'::••». '.a SHEET7. SEE NOTE 1. `••.• .'�•T•• :'g(' r .:�' ~..t,'• SHEET 1. :0.'. - ... .... ,•�,. .. ... y ,.._ `'Y'' •• •:;.r.•, M1N27KSIC�DCdiETB SIDE VIEW FRONT VIEW PRODUCTRBV44RD av 0umpfyh*w841do Pk&Me FRONT VIEW awwascad° Awaptenc0� � � M-TALLATIONNOTES: 89 P1oE�t 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL 13E BEYOND WALL DRESSING OR STUCCO. \\T t I[it ll 2)QUANTITY OF ANCHORS AND MULLION SGM SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TOANCHOR DISTANCE,THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE FOLLOWING SHEETS.FOR DETAILS A-D.EITHER THE STANDARD OR INTERIOR CLIP MAY BE USE). *: NO 88705 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. = fY 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET& 'O.'.!'• I I F r�` K OF I)FOR MASONRY APPLICATIONS HIV MU1M1 DARE COUNTY,USE ONLY MNUIB DAB COUNTY APPROVED '' �` '..PLOR\O?•' (�� ELCO ULTRACON OR ELCO 114'S.S.AGGREGATOR MASONRY ANCHORS. A LYfJNItSIIR,P.E. FL P.E.#58705 DETAIL E: DETAIL C. 1�, MULLION TO MULLION MULLION DIRECTLY ATTACHED TO INTERSECTION NOTES: MASONRY STRUCTURE MuLLtoN (t)-CLIP) 1)MAY BE INSTALLED IN°TEE"OR'CROSS' (STANDARD CLIP SHOWN) v INTERSECTIONS. Q IEB 2)MAY BE INSTALLED HORIZONTALLYY EMTHER THE I TYR ANCHOR L (SHOWN)OR VERTICALLY. d SESTS•M 3)SEE U-CLIP DRAWINGS,SHEETS 18.20 8 d�MAYBE I i EDGE DISTANCE TOP VIEW FOR CORRESPONDING MULLION. ZM MULLION INBTALLSDBY it FOR MASONRY O M ANCHORS VARIES•-�+� EN2 STEEL 80RW^ � W"CNANDUSESMS w m EXTERIOR da 4 MULLION Z m EDBE STANCE ° _ FOR MASONRY °+ •,v `` :1 U �• ANCHOR •.a ° LSMTERECTION UQAP TYP.ANC.HOR 8'-.4 .° EXTERIOR Z PER SUBSTRATE, d tl SEE TABLES MISS TYP.AN IRA BEE SHEETS 18•�FOR 8GE8RtATE. HOLE LOCATIONS AND sEE TABLES 10.1011 FRONT VIEW W ATTACHMENT mm .a. BYOTHER, 00TANCE Y SEE NOTE I. n 'r' .' BEE TABLES SHEET 1. 10408 MIN 2.TXBaM rEORCaaU MIN2.?XMCONCREMORCWJ �03 TABLES SIDE VIE FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) INSTALLATION NOTES: BTtn�ruRE 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. TYP.ANCHOR a SUBSTRATE, PIER SEE TABLES IB-1.10 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION a ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE ` �` BEE SHEETS ® PRODUCT RBVL4IB) CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE �`. IM FOR as drug Codw19MmeFla�e FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CUP MAYBE USED. LOCATIONS A rqo 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. `�� MULLION BY 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3 ® PTadm S}FOR MASONRY APPLICATIONS IN MWbp-DAB COUNTY,USE ONLY MWMb ttitfIIIIII/DADE COUNTY APPROVED r� ELCO ULTRACON OR ELCO 1!4•S.S.AGGREGATOR MASONRY ANCHORS. DISTANCE FOR STE11I:SN}�THBASMRTHAN FRONTVIEW 1SOAANDCOMPLIANTWITli THE FL BUILDINti 1B-0� ` '•J A 2X WIOM BACIERMUST USEM '.* ATTACH MENTSYOTHERS. .�•*': NO,68705 EXTERIOR USE VVC0DANCHCR SPECS SIDE VIEW _ Q NOTES. _ 1)FOR 2X WOOD-BACKED STEEL STUDS.WOOD ��0 ANCHOR VALUES MAY BE USED. '��..,ALORION.'G`.� 2)SEE CORRESPONDING MULLION TABLES, (�ONAyyL��'' ••�• SHEETS 617,FOR QUAN'TMTYOF SCREWS. A.LYNN(�.I.eMC,P.E. FL P.E.#58705 DETAIL F: DETAIL G: DETAIL H: FIELD-MODIFIED MULLION CLIP ANGLE MULLION CUP BAY MULLION INSTALLATION (F-CUP) (ANGLE CLIP) (ANGLE CLIP) ' pp 0 SEE DETAILS A£ u, W OR 4V tiY SHEETS a AND 3 FOR WETALLATON BAY NULL 4' TO SNEOIFIO&1851'RATEB. ri5; --M1IuumN $ O O O 0 O O O O 0 0 O O TOP VIEW 4 SIDE VIEW erNOYN WrTH+oN4*x.12V i TOP VIEW / i I I t EXTERIOR i i i TYP.ANCHOR S. O I t SEE TABLES ZZ OR 13B Z STANDARD MUWON OJP TYP.ANCHOR 1 I LLL � �D I B�ETA1B ie 1� i EXTERIOR Z I W I aPERMULLONF.I.O,MUerBE a '¢ MwroN I I i i I INSTALLEDM IDEOFSAYMIJLL O I II N bN` I I i j I I I ® W 2�ML—ION END, tlZ� Q I I I MUST BE INSTALLED q — y INSIDE OF MULL 114 L -, TYM ANCHOR PERSUSSTRATE, SEETASLES10,10B INTO WORD.SnWAUIM INTO WOOD,Bred, STANDARD CNN TO BE EXTERIOR OR MASONRY EXTERIOR ALUM,OMU OR MANY MODIFIED"ELD. EXTERIOR '�-®' �`` F gP OµP PRODLXT ® + ® INrOWODD,STEEL ® I ALUM,Cbw OR M ASONRY 1 O oft + T BY PER PtBNuoF DISTANCE £ FaIDW � 1 L L t t I t t PER ANCHOR NOTES FOR INSTALLATION OPTION G&H /[[�_�� NOTES FOR INSTALLATION OPTIONS F- 1)USE 2 ANGLE CLIPS PER MULLION END.CUPS MUST BE INSERTED INSIDE OF MULLION. ti�;' �C 2)DETAIL AILLGG:SEE TABLES 19-11B FOR ANCHOR QUANTITIES AND SHEETS 18.20 FOR HOLE _*,' No. 1)DETAIL 19 NOT APPLICABLE FOR THE BAY OR 1.28°X 211'X.128°MULLION. ` 2)SEE TABLES 1B 10B FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 12B OR 1313 FOR ANCHOR QUANTITIES AND SHEETS 180 FOR �0 '• 1 I TE 41 z �IF 3)THE 2X8 CUP IS NOT SUITABLE FOR THIS APPLICATION. HOLE LOCATIONS. A.LYN{�(IIILL`ER P.E. FL P.E.#58705 TABLE 1A A0u0bn Table kill OpenIngW(d6f(rot var9ceQyspamdrgmuim-)orOpen(ngHe(gbt(torfrori mb*spa nn09on9) 'e-'e g win 30 to In BOin 90 In 1WIn 12010 1491n loom ' Ta9piTrt44 Rmtm Wier Vap/TdmS. Raafan9t0er TiapTtlang T ft-wtat Tom. Remenywa TOWT&M ReptmlgWar 71ap/dmIg. Re 910a1 TmpfOmiO. y 1122.128 Lae)i9 LOBO* uafn9 Loft Lm*v Isa�ne L-ft Lpe" Leatlt L-ft Lo�� L-ft � Loamrg LoaM19 Ooa1M9 Uaft Lmft 1Y Alma Tobe fill, � 1 � 1 , >a if 9 1 11111 a 42 In 111.8 408 128.8 3ffi 93.2 408 1188 325 70.9 408 107.8 321 80.0 408 1044 319 821 400 100.0 318 0&8 408 104.0 318 48.0 408 109.0 We 30.9 408 104.0 319 3&0 408 100.0 319 48 In 74.9 312 83.8 258 024 312 73A '.WY 53.8 012 07.0 248 488 312 832 218 41.8 312 81.3 244 37.8 $12 81.0 244 $1.2 312 81.0 294 288 312 01.0 244 28.4 812 81.0 50828m 89.8 231 70.8 294 892 281 818 228 48.8 281 887 220 30.8 281 821 an 3&5 2M 19.1 220 31.8 281 40.9 218 2" 231 49.3 218 228 201 463 218 20.0 281 483 219 819 in 528 247 878 tW4 247 49.8 '202 37.8 247 40.9 99B 328 247 418 188 2B2 247 364 180 78:9 247 38.4 183 218 207 3ai 993 168 207 361 183 18.4 247 98.1 183 m 80 In 364 700 412 20 38,4 188 VA 200 31.8 103 244.0 2W 208 180 27.3 200 D.t 1� 192 200 �.8 187 180 200 �:0 1M 8311, 33.1 101 388 781 3&3 182 23.7 101 28.9 149 20.7 181 248 140 184 181 728 144 1&8 181 21.7 143 �. M m 20.91 1� 90.8 1� 287 1� zae 988 289 138 780 188 218 189 Z (O 7211, 222 199 29.8 199 10.9 178 t&9 189 17.8 110 a 19 9 78 In 168 128. 167 77S 1198 107 LLL 7811 17.8 118 9a2 r TABLE 18 ANCHOR CAPACITY AD WSTftl1ENT FORMULA: Anoi9or Table(lbe) ANCHOR CAP.,n,d.. N N z7eco,�ane 3.5ucano. Hdl*W mu Fina1CIL11 FTVA,oe mew (DP_)X� ,=ANCHOR CAP.- N �- 8M8'8108 1/4'88 Roo 5118•Roo 114.88 Elm #109tee1 012 810e1 812&411 MULLION CAP.,m,n„ X ArnhorCap Patlerre Anohor77pe 9115•Raot2laoon 1/4•ROO Ltllaoon "ram Me,Mw Lmeow, W ffiw lStrewn AO�etieta uRa>oon Amt 8oa3w(C18)Saw(Go 8or2 MW USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED'CORRESPONDING TO AN 1= N 1 e0191191,485nk r I•w 3 2•ve alts° r 2919 t• 1-1/19 a b1B' a 0.48• I- 19too ACTUAL PRESSURE REQUIREMENT FOR THE X Emtro4pmm0n 1.9W' 1.'Y4' 1.114• 7�4' a 1•V4" 1.114' 1.1/4• 1-1/4" 1•L4° 1-114° 2 13B' tam8• e5s'rotea) � 2Ar4hms®4.7®'S1in, .C./13ten4mpa7 C3p(P IX a99ma 39011 4W ms some le"me Vora 280219 354 74084 49894 98954 1102ma men. 424 aa9ma OPENING,WHEN IT IS LOWER THAN THE MULLION a 4 Andm4m 1.18°Mbl.o a/8t®Wmd(-0988) .FMp.* 400 me 70004 WA 14 WA WA 300ma WA WA WA WA WA 882 ma 8401be 11101119 CAPACITY(FROM THE TABLE)OF THE SELECTED AAnahme 03.1111,.C.R1(�2r8angle COPS l(F�.,9x 780 ma 754819 88004 1�m6 tma 54440 ew 319 780 ma 938ma 880 me 2384 me 85288 840319 112034 MULLION,IT WILL YIELD MINIMUM ANCHOR 2An014401948'Mbt O.C./Lmp'trop1/5•Alum.ft.4j WA 52A WA WA WA WA WA WA WA WA WA WA WA WA 71834 CAPACITY WHICH MAY BE USED TO QUALIFY 7 IFi09p(FIB.bg 15504 195 an 24004 44534 622819 T48ma 140819 lnma 370319 23408 8371119 691 ma 183on 210-19 280 me ADDITIONAL ANCHOR OPTIONS FROM THE 2Arohpe 01.18•Mm.0.C1 F4`Qp Ox 210 ma 84088 WA WA WA WA 190019 WA WA WA WA WA 880819 4�tl4 55ama ANCHORCAPACITYTABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, FIGURE 1: FIGURE 2 TABLE NOTES: • O O • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. .OD* WdfibgCoh SEE SHEETS 2.4 FOR GENERAL INSTALLATION METFIODS. 1�, r BAS NID r 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDJOR OPENING WIDTHS 15 ALLOWABLE. FIGURE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 18.20• ALL MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES.HOLES MAY BE DRUM IN 20IV THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .128° FIGURE 4: FIGURE 8: FIGURE 8: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C40.WOOD SHALL BE PRESSURE-TREATED ` tj.•vGENSF '•. ,�� flF RN PINE WITH AN SG OF 0.88.ALUMINUM SHALL BE 8083-T6 AND BE A MINIMUM OF.126° f z n THICK STEEL STUDS TO BE A MINIMUM GRADE 93 AND.SHA THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1'X2•X.12°MULLION = 58T05 • " THE MA L ICI AND Ate.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND iXS ••.FCOfnOt•••�G: A.LYII bhLi'k�R,P.E. FL P.E.#60M TABLE 2A MuMen CBPRWW Tabte ftbwT6 OpeningWldib 00r w9r8ca1y8p8rolingmWUotm)orOpen HetgM(for hwmnOS*apBmd�mu@ma) 601n e0 in 70 80 In m In 01 10010 im In Win 180IR 1 Tmp/itlmlg Reotmguim TmAl'6mlp. Rmmngelm Tmleirlm8. Reotmpltlm TeeplTiOng. gym' 7fe NwIs. Re dm Tmpflg m neotmip0ier TmpRrlmg. Re0h879Wm 'haW ftm ReotenWm Tm{YUft � Q$ 1 x2x.378 �a0 Losfm Lomft tomft Loeft Lommg 1• R taaft L-ft Lwft �8 tomWq Looft Loose LOB" La0no Loaft >2 g# 1 fill, 1 1 1 1 421n 1703 6m 1710 435 161.3 682 170.0 476 1297 60 170.0 1118 882 18B.e 619 lane fi62 1BB.B an 80.8 802 186.9 911 717 eel 188.8 817 80.9 8B2 1818 617 68.7 e6d 18&9 517 Q 48m 121.8 OR 196.0 119 101A 507 1192 410 86.8 807 i 7 403 78.0 607 1028 989 673 807 Sae 387 60.9 607 89.0 398 617 607 89.0 396 43.4 507 9aO 399 38.0 807 0a0 see J 60326 N 105.7 469 110.6 37e 89.1 469 89.8 371 71.1 468 803 354 84.8 458 80.0 Me 17.6 168 61.3 867 81.8 466 80.0 388 43,2 458 SOLO 97.0 488 80.0 369 321 489 810 1 328 6414 88A 400 83.1 638 712 400 80.9 828 91.0 410 727 982 814 400 87.8 918 47.6 000 84.0 318 427 400 823 314 38.8 400 81.8 $13 919 400 61.8 111 2aT 400 87.8 913 m LU 6D In 823 324 88.8 278 31.8 324 57.6 270 40.6 324 81.2 284 38.0 SPA 46.1 2M 34.6 324 4" 257 31.1 124 420 258 28.0 WA 40.6 268 222 326 403 283 19.8 S26 415 263 aim 68.8 784 67A ?82 44.9 286 19.2 248 m.4 2B4 43.1 241 318 204 Me 217 28.9 294 37.1 234 2&9 284 352 ?ffi 224 284 333 230 192 284 99,4 280 118 294 314 230 08 h7 4&9 Me 49.0 290 39.0 2M 424 225 $3A 268 17.6 221 292 288 34.1 218 2a0 208 31.8 218 214 268 2B3 212 103 269 2A0 210 167 250 27.7 200 14.0 288 27.7 208 Z �, 72117 30.0 226 57.8 196 $0.0 228 322 191 217 225 26.4 188 225 = 25.6 186 210 226 23.5 162 110 rm 72.1 10 110 276 7A3 17/ 123 226 1a8 178 11.3 725 19.8 179 7810 90.8 202 12.0 177 25.8 202 272 173 21.9 m2 218 170 19.2 1 202 21.6 1 167 17.0 202 19.7 106 77 202 1R4 183 128 � 117 180 103 2� tall 968 B.9 � me in � 7810 28.3 192 1 29.6 110 LMS 192 98.1 1e6 212 102 21.0 152 17.7 102 4aT 1 159 16.7 192 18.1 157 14.2 162 16.8 186 11.8 182 982 182 119 192 14.4 1N 8.8 1e2 142 180 .� e- 0p h6 16.6 144 110 12a "A 144 1A1 126 00117 182 127 tae 113 .� TABLE 2B v Anchor Capeolly Table(ft) ANCHOR, ADJUSTMENT FORMULA- N turf sum a (ANCHM:.,: j X s.5ko4no. Fi�os63R1 FateBCMU 006 tAe1X ��)X`MULUONCAP.,�„0,!=ANCHORCAP.�, � N � A11dwCOpP90er/m 3/18•t7aotbtreoon vrr6 oWrawn R mts•metmreeon va•Em612treeon va•�om W78•t7ao ta•eSt�o aloeReet 8128tesl 812 steel s UMM A99 USE 'ANCHOR V K Q U IMM AWaGa ar m�00 Some"Smw(GM A Ege01darme6nR v 2.11r 1° 1 2-wr 3-vr r 2•1r r 2-e2• r 91B• r 0.46• 0.56• 0.320 CAPACITY REQUIRED"CORRESPONDING TOAN Ev7be4mmo 14x4' 1 134• I-wr taro^ r Mw 1-v4• 1-1w 1-114° 1.1/1• 1-14• r 1.318° tare• eae 0om4) ACTUAL PRESSURE REQUIREMENT FOR THE aAnaMm 3 4.78•1617.O.C.1818m15mor M1): Moo 3W 108 4506m 8002s 1864108 me 280 364 me 74090 4M/75 8B6IIm lumme 3208m 4205q OPENING,WHEN IT I8 LOUVER THAN THE MULLION 4 A7mhma 1.18•MSL O. /81mt8md{or Ooe@Ij IFl&2$ 450178 700161 WA WA WA WA Soft WA WA WA WA WA 882 ma 840@8 N20 a7B CAPACITY(FROM THE TABLE)OF THE SELECTED 4AWTAW9 7WL0c.t1212xffkweCBlm/ft4 760ms 790Om MIR 1680 ms 1090me 6Wme e80m8 -WA 7B06e 199@5 Beams 2364@6 ¢52 ms 840am 11 lb, MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Anolmle 0.48°6917,O.C./LLCNp.hdo 1/8'Allan. .Ok A WA WA WA WA WA WA I WA WA WA WA WA W .WA T'N m6 CAPACITY WHICH MAY BE USED TO QUALIFY 1 A=hm/F421p 602 as 136168 1408m 177 078 970 m9 236 ma 892 am 681 me 189 ale 270@6 . 280 m6 ADDITIONAL ANCHOR OPTIONS FROM THE 2AnoMm(J1.16 MUL0.C2F�PtFILt 260 me 3501118 WA WA I WA I WA 1801ba I WA WA I WA I WA I WA I =on I 4mlbe 800IDS ANCHOR CAPACITY TABLE. NOTE FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: TABLE NOTES: cmuplyhngwo 018 FIo21ft Hwmh*Cab O p • • . • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. AP gr SEE SHEETS 2-4 FOR GENERA.INSTAL ATION METHODS. �{ 1.000` f• D FIGURE 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 18 ALLOWABLE a AL 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 10.20. • • • • ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES.HOLES MAY BE DRILLED IN Z • THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-m �\��ONE L ANGLE CLIP MUST BE USED IN PAM. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS.HOLLOW AND GROUT-FlLLED 378• :' FIGURE 4: FIGURE 8: FIGURE 8 CONCRETE BLOCK UNIT(CMU)SHAT OD CONFORM TO ASTM C-90.WO SHALL BE PRESSURE-TREATED r9[ No.88705 YELLOW SOUTHERN PINE WITH AN SG OF 085.ALUMINUM SHALL BE 6083.78 AND BE A MINIMUM OF.128• 1•X 2°X 376°MULLION _ 58 + • • • • �T-1�H D A336.ALANCHORS CH GRADE INTO�,ti SHALL EXTEND Air LEAST 3r 3 STRUCTURAL CREW BEYOND :gyp'•. sT�/v: A. P.E. FL P.E./88708 TABLE 3A mumon Cappeny Tame fill OpenhWma tt(f oruedc-a*speredn9mullons)or opening He (forhorbolm spemdrig muftne} BON BON TON 8001 BON In 12001 14001 13001 1 s 2.76 x ffi I 7wpr711aM R Tm0lidan4. Rmim4tdta' Twp/0fattp. Rm�gWar Twplydmg TmylTAatg1, Remaadm Tmwrfto Trep?tNng mwwnw ler Twp mum 4 .378AWm. L0 Lm dlo L-00 Law tm LOetltO Lambs 7411 118 L4adO8 Loa9N0 1-014 Waning Lm t8 Lompto Lae4732 wmft Y Tube muftn 421e 17x0 620 170.0 438 97&0 744 170.0 I 470 17x0 1 886 97x0 BOB 170.0 1 992 17x0 810 170.0 11181170.01 821 17&0 9260 170.0 am 14&7 1301 970.0 821 127.8 13M 170.0 821 111.6 1301 IMA 821 4001 170.0 708 17x0 826 17x0 880 170.0 6% 17060 SO 17&0 830 170.0 1'139 170.0 889 181.8 1138 170.0 327 i3as 1138 170.0 Boo 1138 1139 170.0 880 07.6 1138 170.0 680 SM 1133 Imo 880 8092801 170.0 747 170.0 683 17x0 880 170.0 $am 107.0 1032 170.0 889 1468 I= 170.0 779 130.6 1032 1710 747 117.4 1092 17&0 788 97.8 1032 17&0 760 838 1032 170.0 I 788 73.4 1032 170.0 M US 5410 9710 787 170.0 812 181.3 SW 170.0 am 1382 8W 164.7 7W 120.8 W7 1638 720 107.8 007 1410 714 90.8 932 141.1 710 80.8 807 140.0 708 S&1 807 140.0 708 60.8 907' 140.0 M lu l°F$.l{ BON 141.1 732 181.8 826 177.8 736 190.3 811 900.8 938 11x0 W 862 736 108.2 880 744 736 88.8 329 716 738 32.1 870 868 798 81.8 874 Sao M 81.8 874 44.1 796 ate 32'4 �� m e3 in 721.8 888 190.0 670 101.8 880 1719 869 32.0 888 88.6 667 78.2 B� 8&1 632 87.7 �8 810 891 80.9 M8 78.8 m 818 am 75.8 621 43.8 W 7060 821 gal 088 7&6 321 MN 1010 807 1114 072 80.3 607 88.1 611 75.7 807 Sao T: 4.4 607 77.1 483 640 807 714 488 899 832 87.8 491 442 807 830. 478 32.9 8W 82.7 474 331 832 87.7 474 Z �•+ y� 7201 81.8 610 8aS 443 OB.O 810 73.0 434 833 90 84.3 610 32.9 410 48A 010 89.3 413 40.8 810 80.0 408 349 810 48.9 402 28.2 810 44.4 300 26.8 B10 44.3 ae9 ? N i 78 N 80.4 468 72.8 400 32.8 032 81.E 982 448 4� 84.9 432 48.8 378 32.8 408 44.6 313 34.7 488 41.8 988 78,0 488 32.7 382 24.8 408 3&0 989 21.7 488 947 7801 86,2 436 32.0 809 636 436 88.8 373 4L9 496 409 as 44.7 360 98:7 436 469 366 321 438 38.1 361 78.8 438 344 344 728 432 330 341 20.1 436 322 340 ' � 8001 41.8 327 431 28D 848 371 9a4 206 2&B 927 91.8 327 243 27$ 492 827 78.7 271 20.S 327 23.7 286 17.4 a 21.0 282 14.9 327 10.3 250 8801 344 ?97 BSA 232 28.7 7W 209 232 249 287 2a0 287 23.1 214 141 232 20.8 240 172 232 18.3 237 14.4 287 lag 732 � {+l 90801 242 227 24.7 208 402 227 20.8 201 17.9 227 140 ISO 1&/ 18.0 196 N X �Q 111 N 22.3 216 227 194 18.6 218 1 9.1 181 148 216 18.8 I ((J 12001 17.8 164 179 1a7 N S2 X TABLE ANCHOR CAPACITY ADJUSTMENT FORMULA. d Aftohor Cepaaily Table(The) 2 0.v Hoom mw Fmeu'cmu I PT oa4 em11a (DP_)X/ANCHOR CAP. a,\m ANCHOR CAP.m g MUI LION CJ1P.��, AndwCIpPatm AmOmTyM tWAjWA Ow m twENOummmt 9718•Elmwracmr IwENOUl e= V4.66BW 6178'EIM t/rSeEko 6108LOW 0128,Ue1 MOW � AOptatimw Law= AOEanmar Bmmr(OB)80•m gib)8amr(GB) USE THIS FORMULA TO OBTAIN THE ANCHOR Edge Dalmtae Mk :pw r 2.117 9.1/8° r 0.118' r 2112° z a•ve' z .o.4B• 0687 mw CAPACITY REQUIRED'CORRESPONDING TO AN Emeedmml • I-w• 1.474' law° r 1-14• $4w 1-v0.• 1-v0.° 7-174• 1-14' r 1-901' 10.018• rM 4) ACTUAL PRESSURE REQUIREMENT FOR THE 2aulrae�a LMIal ora6est ft- I' &77 aroma 0630 389 740 a 488 Bea ma it82 328ft a20ut B32ms OPENING,WHEN IT IS LOWER THANT'HEMULLION eA1gMm t.18`0.No.0.retmdmd8trG03at)COp(Fg2J TooBw WA PTA WA WA 380mo WA WA PBA WA NN 862lM 840Oo 1740.M CAPACITY(FROMTHETABLE)OFTHESELECTED 4An nm®rmNaa0. 2068 AnnieCOe1 0. 780me BBOma teen ft 16988» 690 Om 380 ma WA 7110 ma 8380706 880810. 0.884 Um ms 84o0s 1170.Om MULLION.ITWILLYIELDAMINIMUMANCHOR WA t�tlA WA WA W OW 013\ WA PWA WA 7188& CAPACITY WHICH MAY BE USED TO QUALIFY 1 ArAIM -Wp(F� ems 226me 446ms M8w tsema t40 me t77ma 3701m 294 me 332 Bra M'Ima 103Ibs 210me 732 ma ADDITIONAL ANCHOR OPTIONS FROM THE 2 ArAws 1.tr Mm 0.0.1 Ftylp(Flp 3 t&mi or wra WA WA 100 me 632.0 WA WA IV7A WA MW 410 ma 500 ft ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP.USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. PRODUCP REVI3HI) as complyinl;with dw Rmtb FIGURE 1• FIGURE 2: A lo 1/6 • • • TABLE NOTES: 1.000° O O • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING, By 11 SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS, 11117101(7 CURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 1&20. 2.73w • • ALL MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES.HOLES MAY BE DRILLED IN 7k� THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 10-20. *: No.53705 _ ANGLE CLIP MUST BE USED IN PAUM ' 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED *�'•"�'� FIGURE 4: FIGURE& FIGURE 6: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C:-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF OS&ALUMINUM SHALL BE 60�i-T6 AND BE A MINIMUM OF.128° T 3TA OF't oz O • LEAST.1 THICK AND A36,ALL ANCHORS INTO METAL$HALL EXTEND AT LEAST 3 SCREW THREADS BEYOND i �ORiOI THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND-04W THICK(18 GAUGE).STRUCTURAL 8 1 TO BE AT• �� 9°X 2713'X.978°MULLIQN F 77�MATERIAL, �iSS/0 ��,• A L1r'I(dJ MA(L'LER,P.E. FL P.EaIE W= TABLE 4A mumoncepactwrabiepa6 e Opening Wkisr(lbr-dceUyspawn na ans)oromirOHelBht(brhIlmnla0y-3pamUrCmWilon6) file som 60 in 701n 502 502 loom Wbi tam 1502 1 x276x We°mt4p'18r Tn791A1m10. Reotmmdm I Tre*Tft1g. Rwte®Wer TMWRW4 ftowm 0.r I 740.alts. Rem V&s I Tlaplyder& fteouWft I YeMdrrll M Rader Twnm ftw. d Ttep/16mIg. FedmgNer I I'MOT&M o .980 AIWn. L-ft tm tm uaft I.Oa1Wm Loaft L-ft t-ft L-69 Lwft I=" LomtrO I Lm461II L-ft # Ra!i Tute 1 21 11 6 FL 4IIm 170.0 820 170.0 496 170.0 744 170.0 478 170.0 886 970.0 808 170.0 892 170.0 618 170.0 1118 170.0 821 170.0 1240 170.0 am 170.0 1488 170.9 821 18&7 I= 170.0 824 1988 1820 170.0 821 482 170.0 708 170.0 824 170.0 SO 170.0 684 1700 882 1740 880 me 1133 170.0 481 170.9 1278 170.0 877 170.0 1417 1700 880 141.7 1417 17MO 880 121.6 1417 1700 860 1083 1417 Van 680 � 80.8782 170.0 747 1700 689 17MO 888 170.0 ON 170.0 I= 1700 864 170.0 1188 170.0 728 162.8 12M 170.0 747 1483 1288 1700 786 121.0 1288 170.0 786 904.8 12M 170.0 750 MA 1286 1700 768 �` L 84 1 1700 7117 170.0 612 1700 98e 170.0 881 1700 1118 17MO 784 150.7 1130 1700 803 199.0 1130 1700 837 12MO 1130 1700 an 1008 1180 1700 081 S81 1190 1700 861 ma 1130 1700 861 m 80 2 1700 W 170.0 701 144.8 816 1625 781 128.5 018 144.6 746 109.8 018 1323 796 87.8 916 125.8 728 67.8 816 1188 720 792 B76 114.4 718 82.8 918 114.4 M6 54.9 818 114.4 718 FF7�� as m 181.8 880 181.9 710 1286 680 188.0 894 106.8 830 123.2 681 948 am 1122 an 84.4 830 104.6 662 %B 830 88.4 650 633 830 94.8 600 042 Sw 84.1 849 47.4 850 00.1 450 W 662 1321 757 Me 650 1110 757 118.8 838 84.3 767 1088 824 818 747 881 814 784 757 881 608 880 757 442 � 500 767 780 93 472 787 782 881 41.3 767 782 681 Z 0. 722 101.7 880 1086 882 84.8 896 01.0 840 727 898 50.1 630 626 ON 722 621 50.8 888 OLD 814 Me 508 822 50 40..4 898 572 500 383 898 88.9 487 31.8 90 882 487 N 782 886 671 50.4 408 721 671 70.8 486 8. 50.4 478 54.1 611 60.8 471 50.0 871 68.8 484 43.2 FM 81.8 459 380 On 47.0 481 SU 871 44.8 447 27.0 671 44.6 448 lam 880 642 69.4 474 46.7 80 70.8 486 87.1 642 82.4 488 50.0 842 66.7 449 44.4 844 81.0 442 40.0 042 47.5 437 33.3 60 428 428 288 50 40.8 425 280 842 401 429 50 m 821 407 50.7 361 484 407 50.4 365 372 407 39.6 340 32.6 407 383 343 288 407 321 338 280 407 28.6 334 21.7 450 28.1 327 18.6 407 241 302 189 407 23.0 910 00 In 429 358 44.1 950 388 368 372 314 387 350 32.4 309 288 388 50.8 304 23.8 368 281 am 21.6 355 24.0 298 77.9 988 21A 2M 169 508 182 284 (/) 108 m 80.1 263 US 288 2.1 289 188 261 21.6 289 226 247 186 288 19.0 244 10.7 209 180 2a 10.! 250 16A 237 � � 111 m 27.8 287 28S 242 281 207 20.8 298 188 20.9 238 17.3 287 483 281 184 287 188 228 N in m 220 228 223 209 169 729 188 zo9 187 228 182 202 X 'ate+ � aU TABLE 48 ANCHOR CAPACITY ADJUSTMENT FORMULA: a or COWRY _ANCHOR . swftsbaftl 276Cmmme 3.5k Table(ft) Hamcau Me4CMU PTWd0d mmm (D-)X(MULLION CAP.__) ANCHOR CAP.,®, Ila An6bm 3116•HIM Lm 144°Elwlgbeeml env Flco 2mr SIwLmmon v0.EleoUlhamt 110.e6Elw ollrom U0.e9Elm 610810.0.1 0128ted 012steel A1ICIIOrCOpPfl0eltie LJmmon AWa(1mm 1@8002 Air Sm m(ns)8omw(CM Socmr(lid) USETHL9FORMULATOOBTAINTHE%ANCHOR e4IIe t9lstmroe Mk I- 2.177 r I 2•U2 3•tir r 2.117 r I 2-trr r 3•U8• r 0.48^ 0.60. 0924• CAPACITY REQUIRED'CORRESPONDING TO AN Em6eamem 6n): Isla° I I-SO late 40x• r I-114 1-1w I-v. 1-1x• I-tu° Llw r tars° s-w r ii ACTUAL PRESSURE REGUIREAAENT FOR THE II ZUG(8478°NmtL !Stmdmld m obd ap oft Ix 3800,0. 95020. 45020 0.8020 1644 me 27020 home sb4ma 7a 468lbe am Ito 718212 828 ma swan OPENING.WHEN IT IS LOWER THAN THE MULLION a A0Qh=6I.186mt a6.13tuM=(or0M)CBp(Pm•2): 48020 700me WA WA WA WA 980me WA WA WA WA WA 802 wo 059F 112o em CAPACITY(FROM THE TABLE)OF THE SELECTED 4AndW 0 9•Mh o.Q l(2)ffiSAr&42pe/M-4 780 7m ms 80020 1t�as 1698 ra so r a gains WA 780 ma looms 0.w me 298420. 652 Ma 1120112 MULLION.IT WILL YIELD A MINIMUM ANCHOR II Ammm O 046'MbL O.G!UAMp,Imo 116'Atmm.090. WA WA WA WA WA WA WA WA WA WA WA WA WA 71820. CAPACITY WHICH MAY BE USED TO QUALIFY I Anebm/F181p(F70.6x IM ma 186 me 2251138 448 2a a8 ms 186 ms 7a Ore 17720. 511m 294 ms 332 me sm ms 163 tm 21020. 280 2s ADDITIONAL ANCHOR OPTIONS FROM THE 2.92210®1.1&Min.O.CJ r•�{Flg.O$ 2a 2a 980 me WA WA WA WA 15012 WA WA WA WA WA S OU 42029 8502s ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. P ODUCT RBVMW BuOdmgCob with the Flosldln FIGURE 1: FIGURE 2 TABLE NOTES: A4caL1>anm 1.000° No O Ilk • • • • ')Be-SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR WORMATION ON LOADING. By O • • SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3 �� ON. 4fQ 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS j`. SEE SHEETS �. 2 780° 4, F • • • • ALL MULLION CLIPS MAY BE FACTORY MACHINED AND ED HOLES.HOLES MAY BE DRILLED IN v\CENSF THE FEW FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.20. =*: No.58706 ANGLE CLIP MUST BE USED IN PAID. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FO LED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED FIGURE 4: FIGURE fi: FIGURE 8 YELLOW SOUTHERN PINE WITH AN SG OF 0.68.ALUMINUM SHALL BE 8083.78 AND BE A MINIMUM OF.1213' 3 oll ;mow` ® (� THICK STEEL STUDS TO BE A L ANCHORS GRADE 33 AND.046- SHALLiICC N GAUGE}STRUCTURAL EW T STEEL TO BE AT �0,�'•, LEAST.128°THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1•X 278•X.8gO°MIAI.ION � ••.filOR10P.•��_� • • • THE MATERIAL '''�SS�OIVA�1�•G``` A LYNIJI4�ILLIER,P.E. FL P.E.#83708 f TABLE 6A - Mufflon CBR§ft Table Opentn8Wid8!(torvadm*spe nvaons)or Opeahm Hefgbt(for hmtw tdUy9panNng-Aam) #� dON so In 7081 Be In BO In I 1aoln 1201n 14001 18610 18 Reafml�6er Trepf01at0. Rm1at0Wm TmyMan9, ReataOWet Tm#TtW 6 TtaplO�lg. �OtWp190a t6a0 Rwwrautw TtepJ1'4eng. Reaengt0ar Tw friet0 Reotat1ww Towftws TM#T0at0. 6 4 1°x3.128°x Loaft Lea0.tg L-ft Luca ft Lo-aft toaan8 L IQanNg L-ft 200&0 L-ft Lu-a tp Lw tm Lwft La000 L-ft L-ft Lftft Y Tube M F4 afl 4201 1709 02D 170.0 496 17&0 744 1780 .78 17MO 008 17&0 170.0 17&O 810 1710 1118 170.0 801 17&0 120 1700 421 1780 1488 17&0 821 17&0 2785 170.0 821 150.4 1802 170.0 8a1 11 4BN '170.0 700 1780 824 1780 85 1780 884 17&0 27&0 890 170.0 1153 97&0 801 1780 12M 170.0 677 97&0 1417 2780 880 167.7 1677 170.0 65 99&1 1877 17&0 080 1182 1877 17&0 880 S.B�in 1780 747 770.0 889 1780 BBB 1780 0.91 170.0 1008 9780 804 170.0 115 1710 713 170.0 1348 1780 1 747 1780 1490 17110 768 1141.7 1495 170.0 768 121.6 1494 1780 788 10&3 1498 170.0 788 g MH 170.0 707 170.0 892 170.0 880 17&0 691 17&0 1118 1780 780 170.0 1278 1780 067 16&1 14M M01 897 74&6 1401 170.0 B� 1248 1401 17&0 BB1 106.8 1401 170.0 BB9 834 1407 170,0 869 m Win tT&0 885 170.0 701 170.0 1063 9709 767 18&6 1168 170.0 878 13&7 115 107.0 028 1219.9 1188 188.8 817 111.0 115 14&7 810 92.8 1168 W6 WS 79.9 1188 1448 679 68.4 1188 140.8 109 Z 0310 1780 OW 1780 745 1516 1049 17&0 sm 137.0 1049 18&8 SW 119,8 1049 141.7 648 90&B 1048 1520 836 9&8 1009 12&5 828 7&9 1009 118.9 820 O.8 1008 11&9 819 �.9 1049 11&8 876 � O BBm 10&8 on Inc 75 158.0 808 1813 804 11&1 888 1837 788 100.2 966 121.4 776 828 05 1128 786 834 05 10&4 787 89.8 8$8 9L8 749 8&8 95 9&7 740 821 896 O&7 746 Z 72 tm 1289 803 1348 897 107.0 809 114.9 882 WA 809 101.1 870 889 803 912 85 71.4 80.9 839 048 602 53 789 So 6&6 803 712 83.2 4&9 884 010 026 40.1 am 5.r e27 e 7010 15.2 721 1941 99.0 721 07.0 818 7&0 721 6&1 808 6&S 721 77&8 600 80.7 721 781 636 649 727 80.4 878 48.5 721 8&4 5 30.0 721 6&8 504 Al 721 8&1 68:9 a; 781n 107.0 880 106.4 689 642 864 718.4 807 722 084 7&4 678 0&1 884 7&4 867 5,1 59 84.0 511 5.6 800 59 51 42,1 094 80.1 891 SB.1 880 81.9 838 319 864 888 50 : 900 88.0 814 67.9 45 649 814 67.3 448 47.0 814 60.0 440 41.1 814 44.8 433 9&8 814 409 427 52.11 814 972 471 27.4 814 330 412 13.6 814 984 408 288 814 290 409 U d7� 9807 842 482 8&7 404 48.2 482 47.0 998 3&7 482 409 980 939 480 8&4 984 30.1 480 929 078 27.1 40 383 673 229 452 2&8 880 1&4 482 242 = 10.9 482 228 300 N x T2 O 100 in 9&1 967 9&8 322 51.7 387 9'2.7 577 272 387 20.4 812 238 387 282 908 21,1 987 227 90.4 1&0 567 288 288 189 967' 1&0 083 1&8 967 102 067 .11.9 MW 1&0 285 LLyt 74pV fiI 911 m 86.1 588 9&11 808 282 936 90.7 901 �.0 398 2&1 288 21.9 338 2&1 282 1&8 538 2D.8 288 17.8 396 1&0 284 149 998 189 278 926 938 94.8 27s 11.0 ..338 7&8 Zee M g 1201n 27.7 289 2&2 289 231 25 237 a5 7119 25 2D9 258 17.8 25 1&1 'db2 1&4 �9 98.3 240 1391 149 207 11.8 = 920 240 99 288 17.4 288 &7 25 7&4 242 Q X a +y. TABLE ANCHOR CAPACm ADJUSTMENT FORMULA: An6bOr Carr Table ply) � taste 27k cmwmte ask Caw makes nw cmu WOOd Mew (DP1e0)X 1 ANCHOR CAP.,®®,\_ANCHOR CAP., stir mm ta4°BB Qae 8218°Emo 124°86 Des 0108te0. 01282981 812 Steel \MULLION CAP.,,,,m„ L L AltdtorCBp PefLBtre A"6 7YPa mr r tlmawl t/4° 1AO�a1 °etw t tA'Etm t90eeg1 A>Stoftw Ubam+ A nmew po 8med(GM 6aew(0o USE THIS FORMULA TO OBTAIN THE ANCHOR ea9eDlet89wtNN r 29Ir 1° 2.1w 3126° r 2-Wr 11 2.7rr r 9.18° 2 0.46° 084° &394° CAPACITY REQUIRED°CORRESPONDINGTOAN EmbW, 6 9 SW taer 1-w 1.924° r 9.124' 9-120° 94/4° 1.1/4° 1-tea• 1.1x4' r 1SB° tare ACTUAL PRESSURE REQUIREMENT FOR THE a AnaeBe®4.78°Mln. G/ O9g. 6e 696110 450 me 690 r 1 � 2TO mB 25 351015 740®0 4500 664 Et9 1762 m9 9 Um ova 0✓ee me OPENING,WHEN IT IS LOWER THAN THE M L N 4At bmQ1.1PMILO.Q28teta�td02p� 460 m9 700109 WA WA WA WA =me WA WA WA WA WA an m9 84009 1120079 CAPACITY FROMTHE T OF THE SELECTED 4 Atwl9ae 609°em1.O.C./pa 2r8At0teC6p9 ft 4 75648 780 as 8110 me t66oma tlmfime 840 Fm 880 ma WA 753 am m9 ia0 m9 aaeam9 71820s 68 my 111009 MULLION.R WILL YIELD A MINIMUM ANCHOR sAtwtwte 0.48'Mln.o c+trcnp,dfio 978°AAm7.(FI0.41: WA WA WA WA WA WA WA WA IVA WA WA WA WA WA 1070 ma CAPACITY WHICH MAY BE USED TO QUALIFY 1AWW1F4Wp840.6): 111608 tooma 225 ros 4489M 80790 t5 ms 140045 177ms 670ma 23428 3322 101 m9 18308 210919 �0 ADDMONAL ANCHOR OPTIONS FROM THE 2Atw=m 2.10'Mh 0.0.2 Fd�p(�.Bk 240ms 96709 WA P8A .WA WA 7509 WA WA WA WA N/A 92009 420 Ws 56 r a ANCHOR CAPACITY TA131E. ktOa1C1•R1 vwb NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. B Qmpiyftwhho*p F+1.000`�I URE 1: FGURE 2 TABLE NOTES: • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. B O SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. Proriwt 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND=OPENING WIDTHS IS ALLOWABLE, ti7171 I I!t FIGURE 4: 3)MULLION AND MULLION OU36 SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 18.20. ��at�`•�CENSF'•:F� iii ALL MULLION CLIPS MAY IRE FACTORY MACHINED AND CONTAIN UNUSED HOLES.HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. k N0.58706 ANGLE CUP MUST BE USED IN PARS, 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED FIGURE 4: FIGURE FIGURE 8 CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-M.WOOD SHALL BE PRESSURE TREATED ,.t)' A (l 0+E: YELLOW SOUTHERN PINE WITH AN 8G OF 086.ALUMINUM SHALL BE 8 GAUGE). R CMl RALS E .128` � THICK.STEEL STUDS TO BE A MINIMUM GRADE�AND.046°THICK(18 GAUGE).8TRl7CTURAL STEEL TO BEAT 1°X 3.126`X.8°INI1LLroN ' o . LEAST• . THE MA-12F THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (1°VF MULLION) ..�LOR10.la� TERIAL �� '/ONAt A.L)U MILU. R P.E. FL P.E.#88708 TABLE 6A MuWon CapaolY Table(Mat) Opening Width(for ver4ce*sp6ratI9muMor•)orOpeaingHeight(forhwmft 9paroVrgmum-) BON so In "in Win 9010 Mtn 12010 14010 15810 Imoamgmm MispJi6mg R m7 7mpdmeng. Re41egUlm I TMWMM191 RaolmOgniv T1�rra>mg IBxnar•t16t rmplm•g TrapJr4mlg. Tag• tmatuaft Trep/rdms Trepr44ag � n 1x4:.126 Loaft Lang Loaft Loading Loaft Loading L0n01g � Lmmng 1.oedtt• LoeQaJO LoarOg Los@g Lomgng L Loaft Y Muubn r o 42 N 17&0 170.0 496 170.0 744 IM 478 170.0 608 170.0 08 170.0 861 1/0.0 SIB 170.0 1110 170.0 821 170.0 1240 170.0 621 1740 149 170.0 821 148.8 1480 970.0 611 127.8 1488 170.0 827 J 4810 170.0 708 IMO W4 170.0 OW 6B4 170.0 882 170.0 880 170.0 1139 170.0 881 170.0 12M 170.0 877 168.3 1906 170.0 BW 130.3 1969 170.0 OW 111.7 1309 17&0 00 07.7 1303 1740 00 J 58.61810 170.D 747 17&0 609 170.0 BOB 891 170.0 10.58 170.0 584 17&0 1186 170.0 773 188.1 1298 1f0A 747 1446 72� 17&0 710 797.1 1236 MO M 100.4 1298 170.0 788 67.8 12M 1740 750 aN 170.0 797 170.0 812 170.0 858 587 170.0 1116 170.0 784 MA 1158 17&0 BOB 137.2 1158 170.0 837 123.8 1158 170.0 ON 1010 1160 170.0 881 SU 1160 170.0 681 77.2 1168 170.0 881 m 5810 17&0 888 170.0 701 1847 1032 787 142.8 192 781.1 832 126.1 1042 14&7 898 111.2 1042 IMS Wt 100.0 1042 190.2 781 83.4 1042 160.1 782 71.8 IOU 128.1 782 82.8 1042 116.1 782 63 In 17Q0 830 170.0 746 161.2 861 878 128.8 582 144.4 788 1144 002 131.0 782 158.6 082 121A 78B 80.7 892 1148 758 7&0 882 160.4 748 849 882 108.0 7M 5&7 058 190 744 S` 0010 186.4 817 170.0 788 937.8 897 786 11&1 807 190.9 708 108.4 847 117.7 782 019 847 108.7 788 827 947 102.2 727 08.8 847 06.1 713 B&I 847 84.0 711 817 037 94.0 111 � � �{• 7210 1389 MS 1427 797 1132 849 722 87.0 840 10&8 708 84.8 869 S&4 888 76.6 048 047 860 67.8 80 60A 876 B&0 848 7&3 M 4&5 848 72A 652 428 -848 714 651 � (� gp 7810 115.5 761 158.7 886 88.3 782 867 58.6 782 S40 8W 722 782 W.S 828 •4.2 782 742 810 679 782 692 M3 4&1 782 S:A - 782 849 W 38.1 782 39.4 BOB; � if 7810 908.8 M 111.4 094 88.0 724 611 78.3 724 BL8 BOB 88.8 724 74.4 BOB 60.4 724 8&1 Mi $3.4 721 OWSA 658 4" 724 724 M.3 867 3&4 724 •8.6 M5 8010 589 •4S 719 460 no 543 474 48.7 618 829 468 499 843 47.1 488 98.8 843 428 452 34.8 609 38A 448 2&0 M9 Sq 921 990 217 843 58.7 018 08 N 87.8 478 B&0 421 47.8 470 41• 40.8 478 482 412 3&8 478 58.6 400 91.8 478 348 400 2&7 476 92.0 388 1&B 478 478 7•A 600 97.9 478 242 378 �108 N 40.3 377 41.1 341 39.8 377 360 BOA 377 90.0 330 2&2 377 2&8 328 22.4 377 24.0 3.11 20.1 377 220 317 148 377 3" 17.1 904 111 N 37.1 SW 97.8 323 589 367 318 20A 587 278 313 232 387 24A 300 248 967 720 SOB 1&8 S67 201 909 1&4 9B7 X 12010 %3 358 58.8 278 24A 308 274 21A 908 29.7 270 %3 908 18.2 287 18.5 960 17.3 288 1 it' (♦7 144 N 17.0 292 172 198 X TABLE 86 ANCHOR CAPACITY ADJUSTMENT FORMULA: �{ Anchor CapeeUp Table(618) ANCHOR CAP.•,,,,,, ubnreta ale cau me ask HODOWCMU Fm cm FTY400d mew (DP-)X{ �o ANCHOR CAP._ MULLION 811 EIM tJ4.8SEloo 6N6Fla0 IN880oo 14108/081 012 SW 012SbW USE THIS FORMULA TOOBTAWTHE 11NCHOR ArdwC4pPebms A1nhnlype ��a 0 V4°ENpIl6t I6tram 3Jt6Ela0Ulb=M 1/4°Qa0I6kSa0n A LOUBM Aggretdm Bat00(m)slamIm 8ormte8! CAPACITY REQUIRED'CORRESPONDING TO AN Edge l6et®ae(bl) t° 212• 11 112• 8.116° r &12• t° 212° 2 &118• P 0.46 o.M• 4324° ACTUAL PRESSURE REQUIREMENT FOR THE EmbadnleM Bak 1aJ4• taro• 1.314• 1.3!4° r 1.1!4• b1k0° t v4° 1dJd° t-va° 1.1!4• T 1416 1aJ6 (8Go r,t94) OPENING.WHEN R IS LOWER THAN THE MULLION 2aBnlom(§47666n CJ 00P(181or 58058. -45-09" --8W6. M468 27008 =Ibs 36405 749 WQ 6649 1161105 6m6. 420 CAPACITY(FROM THE TABLE)OF THE SELECTED 4 AnOn 22r Mh O.a JSImtlaltlCAp(FIg.3x MOMS 700155 506• 14106. 962608 WA WW. WA -W-W- WA eW4. WA e610a moms tt2005 MULLION.IT WILL YIELDA MINIMUM ANCHOR BArebme®7.16•Min.O.a/8lmdaad OWp(FS. 860 W. 1458 W. WA WA 6VA WA 7O E9 WA WA WA WA WA 1396. sm Iba 22006. CAPACITY WHICH MAY BE USED TO QUALIFY 4 A1fOtm.1$6 MN.aC.J I2)218AagN Clips(Flg.6j 758 6. 780 Its S000S 175819 3296. 54060 90 08 70958. UM fire 1n ft- 1328 0s 2584 W. ea 65805 105805 ADDITIONAL ANCHOR OPTIONS FROM THE 0Anah•s t,8I1.O.C.J�20BAOgiB C4 ET7g•B}: MGM-11700s 102005 2300. 2800s 81009 61011. WA 1140608 1404 W. I=lbs 364819 8786. 1 19 18W0e ANCHOR CAPACITY TABLE. i•c0a0101768 with tho FlottBa 4AnBJ=@Q46 604 a&J U.C*Ni0116 ANN.ft n WA WA 191A WA WA WA t1/A WA WA WA NJA WA 7YA WA 146108 2Armhms 81228.65840.0./F•CAp(FS. 35058. swum 758Ib9 7068. 47808 WA 75819 NW 316678 OMs 4W0S OnS 6186. 420@s ON ra 1.040• BAccOp40nc0 P10 J 4 Anfto®9.18°MN.0.0.J F•Cllp(Fig.4 4586. 70019 nJA N8l MIA WA 8800s lVlA WA I 66A WA WA 88208 eW 0s 112019 �lp NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. By FIGURE 1: FIGURE 2: FIGURE I. FIGURE 4: FIGURE e: FIGURE 0$ TABLE NOTES: �\1(1111!7!1 • ° ° o • ° ° • • ° ° • • • • • U-01 •1.0 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING.SEE ` ( �SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. ........'•,Code P. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 4.006° �Ir f No.65705 FIGURE 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 18.20.ALL _ FIGURE 0: FIGURE 7: MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLE&HOLES MAYBE DRILLED W THE FIELD • • • • FOLLOWING DIMENSIONS SHOWN ON SHEETS I8-2D. �.O•, a (1 X0 11 j` • • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI301 SPECIFICATION$.HOLLOW AND GROUT-FILLED .128° ��,�'•., p Op,. • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-S&WOOD SHALL BE PRESSURE-TREATED YELLOW i� C..... i SOUTHERN PINE WITH AN SG OF 0.66.ALUMINUM SHALL BE 8063-T8 AND BE A MINIMUM OF.12V THICK.STEEL 1i SS ` ANGLE CLIP(FIGURES 688}MUST BE USED W PAID 1117(ONi'LL .` STUDS TO BE A MWIMUM GRADE 33 AND.045°THICK(18 GAUGE)81RUC11JRN STEEL TO BE AT LEAST.128•THICK 1•X 4•X.128'MULLION A LYNN hA�LLER P.E AND AX ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL FL P.E.#58705 TABLE 78. OpmIna MUMOn Ca Table *SP8 m11BOra)Or CpenhW Heyht(farhot)2O Wygmm ft muNonS) a. win 801n 701n so W I 90 In 10010 12O W 94010 180 in ��k1•C 1118PB W RmWngtft TrwTdmtg. IteWRtim 7Yep/T4m1g. Tmp1T08r•• ReOkngWm Tmp/mm•. Nm T +g• TreFIMmtO, neafingmm Tmp/rd4nA. Raatan913a1 14�lfdet•• rj 1 x4x.378 L=" Loemng Lasko Loaft Loa•n8 EQ$.Lae LoeObm LoB� L Loaet L-ft LmtlWO Loe48� L-ft L4> Lo>•In0 Lom-q Q�C munLTube Mnlfon � � 1 T1111111111 z 4210 170.0 820 TMO 438 170.0 744 »0.Q 478 170.0 899 1170.0 NO 170.0 992 178.0 818 1740 1110 170.0 191 170.0 120 170.0 821 1780 1499 170.0 821 170.0 1788 970.0 821 17x0 18&9 170.0 871 0 4910 170.0 708 17xO 824 170.0 880 170.0 584 170.0 999 170.0 80. »0.O 1139 170.0 901 970.0 1270 170.0 877 170.0 1417 170.0 BBD 170.0 1700 170.0 880 970.0 1083 190.0 ON 181.9 2074 170.0 880 � MASS IN 170.0 747 170.0 899 170.0 898 170.0 891 170,0 1098 170.0 994 1740 1199 TM0 723 »0.0 1348 170.0 747 MO 14M 170.0 70 V&O 1783 170.0 788 18&0 1919 170.0 788 138.8 1018 170.0 780 8410 170.0 797 170.0 812 170.0 080 170.0 991 170.0 1119 170.0 784 170.0 1278 170.0 803 170.0 14M 170-0 897 170.0 1894 170.0 888 18x8 1788 170.0 881 137.1 1799 170.0 881 120.0 1799 1740 991 m W W 170.0 888 170.0 701 170.0 1083 1740 797 1780 1260 170.0 878 1780 1417 170A 844 170.0 1804 170.0 898 IS&$ 1819 170.0 1033 12x8 1818 170.0 1083 111.0 1818 170.0 1083 972 tale 170.0 1063 8310 1740 890 1740 748 1700 1118 170.0 880 170.0 1302 170.0 840 7/0.0 1488 170.0 1018 18x7 1842 1740 9076 141.0 1842 170.0 1122 117.8 1862 188.8 JIM 100.7 1842 167.8 1187 8B.1 1842 187.9 1187 sell 770.0 874 170.0 788 170.0 1188 170.0 908 170.0 1990 170.0 t002 980.8 1472 1780 1088 1428 99772 1988 1148 1248 1472 18&8 11.30 107.1 1472 We 1108 91.8 1472 148.0 1104 80.3 1472 140.0 1904 Z (n� �+ 7210 170.0 10&9 170.0 978 170.0 1278 170.0 7008 1909 1920 7862 1901 IMO 1� 149.9 1082 117.3 I= 137.8 7088 109.8 I= 128.8 1049 99.0 1399 1».0 1024 78A 1920 ISIS 1013 88.0 I= 112.8 1012 C� p 7810 170.0 1122 778.0 937 1499 9184 188.4 IOU 178.2 1984 1999 986 1122 1184 199.7 978 80.7 1184 118.3 986 8&8 1184 107.8 082 74.8 1184 87.8 998 84.1 t1SW 9a1 827 8&1 1184 0I3 829 N Min 18&1 11-W 170.0 967 13&4 9124 147.0 999 9189 1124 12te 947 109,8 1129 118.6 931 823 1124 Jo&$ 818 83.0 1124 88.8 SOS 992 1124 89.0 880 U.S.1124 04.3 881 81.8 1174 89,2 878 1- r BOW 90&1 844 111.9 799 99.1 844 849 790 772 894 82.1 724 87.6 844 73.9 717 80.1 844 68.8 707 s0.0 894 618. 083 4&0 814 042 INS 38.6 844 0..0 998 339 844 47.7 682 Z g 99 W 8&1 742 87.8 883 742 747 772 997 8&8 7•ffi 972 849 88.7 79 88.8 831 98.8 742 84.1 44.8 742 499 814 97.1 7TJ 49.8 800 919 742 .99.8 990 77.8 *37,5 O199 W 828 899 a&9 890 99.1 999 839 821 447 888 4&8 819 Sal 988 41.4 808 30.8 998 37.8 498 31.3 888 892 482 99.9 898 78.8 491 77.8 888 789 472 1&B W 87.8 888 88.8 603 48.0 888 49.8 499 41.2 BQ6 42.8 487 99.0 888 3" 480 320 888 34.2 473 28.8 896 31.3 497 24.0 899 27.1 487 W.8 M 24.3 448 18.0 ;=�;ij X 120 W 48.8 478 4&4 433 3&0 478 390 429 928 476 317 0� 288 478 28.8 414 4$9 478 998 409 7I8 476 248. 404 19.0 478 21.1 398 189 478 1&7 997 14.3 �.;, 144 W 99.4 330 28.7 30s 22.0 330 228 301 Jae 830 19.8 297 116 980 ».0 283 X Q TABLE 7B `C AachorC8padV Table 08) ANCHOR CAPACITY ADJUSTMENT FORMULA. Su�trmek 2.7k Cormote ANCHOR 182 Con& FWBav CA4I) �� pTWOpI 818101 (D�}X� }aANCHOR CAP.. MULlJON CAP. m A1•Imr7ype: 3118°EWO 1�COn V4•BOO tA6e04Q fie•tuo 99�°EWO „ 1/4.p�186aom 1H's0.EIw 8n5 EWo IIC SS EWo 010 ate- 9128W 012 Stem USE THIN FORMULA TO OBTAIN THE"ANCHOR A1xllor CIp Paeoeme UIQma1 Agg�timm 1968-11 ftmemm Smwr oT Smew(06) Smew(" CAPACITY REQUIRED°CORRESPONDING TO AN Edge pn r R1PP r I 2.1lr S-wr I r our r Mir 7 3.179" 2 0.45 0.86• 8324° ACTUAL PRESSURE REQUB�MENT FOR THE Em64dmemMk 141rM1 1.9W° ImW taro• r 1-11a J-1/4• 1-V0.• 1-V4' t-1fa• I-Im r I-w I-W (eeenmaa> OI�ENINO.WFIENRIBLOWERTHANTHEMULUON 2J1nOhmeQ 4. as (F'o.1m 480-9 899078 te449ro 270gw 2BD04 384-9 .7409m 469-8 a4ibe 11990w m@8 BWIbe CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Aro11We®2.78'NWt O.C./8mtdmd CBp 810. 700 m9 7W Ib9 80.m0 14181 982Ibs NSA 8a-0 WA 89029 WA 899IB WA 88208 840018 IUD we MULLION.IT WILL YIELD A MINIMUM ANCHOR 0.01.0-0®1.IS Sete o0./etmmmd cep AIa 4} 9W Om i4W-0 N!8. w8. WA WA 7W me -WA NIA WA WA WA 1304-6 199DIbs 55H. CAPACITY WHICH MAY BE USED TO QUALIFY 4Ar4m@ r MbL O.Q I t2)298 Angte(3pe ft Bk 790918 Name same 17W-3 3299-6 840878 Saws 706-9 T US 898-9 1378 118 THIS 882 m3 -W-um- 11Wme ADDITIONAL ANCHOR OPTIONS FROM THE 8An01mwV 7 SUL as 1(2)2x8 Angle Lips ft 1»o-e 1170-e 9020-9 29400• 2844-6 810-6 849-3 WA 9940me 1404-3 ISIS me 3848168 878In I n. 1880 me ANCHOR CAPACITY TABLE. PRODUCT REVISED 4Anmrme®846 t-,,as r 41d9p.Web Iw Aml O.ft n NWA XtA WA WA WA N/A WA m8. NIA WA NIA NfA WA WA 1gSt m8 ee c�4plyia$wh148reP1attda ZAOOhwe 2.�•Nin.0.GfF4epft4 380 m8 30.169 200-8 708 D• 478-8 NtA Z0.m9 NIA 398-s Dg• 44000 0m3 9289s 420 23 86DIbe B781dingODe 4 A1Whme Q 1.15 8-I.O.C.f F•Ciry9(F�. 4a-s 700 me 6901 WA 6901 WA Same WA NSA WA WA WA me 840 me 91W ms -� 1.000` (+NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PF= FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: TABLE NOTES; • O O O • a O • F- o O • • • M." 9)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR GENERAL MTALLATION METHODS. 4.000°o a • O a o • • • • • o • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. Q' * (y0.58705 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS.SEE SHEETS 18.20.ALL FIGURE 8: FIGURE 8 FIGURE 7: MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES.HOLES MAY BE DRILLED IN THE FIELD • . . FOLLOWING DIMENSIONS SHOWN ON SHEETS 1320. '-o' A V•u 1 J EOF W, 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE 1iO�•• 0,-- P • BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE 378• �i F •........ ANGLE CLIP(FIGURES 888)MUST BE USED IN PAIRS GRADE 33 T�Hp 18MGAUGE).STRUCTUWLL BE A TO B MINIMUM OLEAB �'THICK. THIGIC AND 8.98 ALL ANCHORS A MIN MUM '!/SS�t�t��ll�A� `•` METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL T x a•X.378°MULUON A.LYNN hNLLER P E FL P.E.#68705 TABLE 8A - EDumon Capeaft Table PadlI Ig OpeningVWidtb(for vwlw moons)-Opea1rmw HefaM(forh0r@or4s*gSRw dngmumarm) aa,9a Mtn 00W 7001 win i 80 in team 17070 140 in 160 70 5i}s�i 128°x Re01m09<m I TrIPT M. Reclojeer TreWnkM. 7wWfdmB RBOtmgWer fle-Wft . TMWnW02- RmtmgWm I TMPMmlg, Reoteng087 T TmWrrffig I�4tmgWm TieplT56u9 � 0 9.188°x LBWkm wee L4Wk1B L-ft L-av L-ft Loem19 L-ft L-ft LoaB rtg Laedllt9 L4aMg Lwd1p LmdLp tomlGre LOedUg Y Tot*Run 42m 170.11 820 170.0 438 170.0 744 170.0 478 970.0 886 170.0 808 1700 882 170,0 578 170.0 1418 170.0 521 170.0 1240 170.0 821 170.0 1408 17&0 W 1700 1730 170.0 821 181.8 1758 170.0 821 Q 4810 170.0 70B 170.0 824 1700 870 1760 584 17&0 882 170.0 890 17&0 1133 170.0 681 170.0 1278 170.0 877 170.0 1417 170.0 880 154.8 1548 170.0 880 MT 1565 17&0 080 1101 1808 170.0 B8D ^-I 80. 01 1700 747 17&0 889 170.0 888 17&0 839 9700 7069 170.0 066 170.0 1188 170.0 M3 170,0 1345 t7&0 747 187.0 14� 1700 788 738.2 1485 170.0 M 118.3 1485 170.0 M 104.4 1488 1710 780 '�• •�� Sd b 170.0 707 170.0 Bta tY0.0 888 970,0 881 170.0 1118 170.0 784 170.0 1278 17&0 861 '188.7 1978 1700 837 14&8 1878 7700 808 1a29 1378 17&0 881 109.8 1878 170.0 881 813 1978 1700 8S1 L Bob 170.0 806 17&0 701 170.0 1083 170.0 787 18&0 1188 170.0 878 138- 1989 187.4 800 1268 1188 18&8 818 1112 1188 180.0 812 827 1188 144.8 90B 78.4 1158 144.8 805 88.8 1188 144.8 905 W 881n 170.0 930 170.0 748 1801 9051 1700 880 1872 1067 186.9 882 120.1 1051 1420 848 108.7 1081 1323 887 901 1081 128.7 we 80.1 1081 118.8 an as 1051 71&t 821 80.0 1081 118.1 821 65m 167.1 987 170- 789 139.3 087 151.8 708 119.4 887 13L0 780 104.0 657 121.0 777 828 887 192.0 787 83.8 9W 10&8 788 89.8 987 1000 780 0.7 887 918 746 822 857 88.8 748 Z �� n�• M In 12&7 804 19$.2 888 107.9 804 1102 884 91.8 809 701.9 971 80.4 804 91.4 BBO 718 801 84.1 880 84.4 804 708 843 868 806 723 883 48.0 804 88.9 029 402 804 60.5 670 � 3 .p v 70 01 108.4 M2 114.4 890 842 7r! 572 818 702 722 85.3 800 804 7r2 79.7' 588 60.8 M 70.3 885 54.7 722 88.8 880 48.0 702 898 870 38.1 722 88.7 886 362 M2 882 564 J t1y C$ 88 Min 1012 888 106.8 800 84A 888 808 � 728 088 70.8 877 838 855 70.8 S 882 086 80.8 880 eae 8W 80:1 869 422 086 84.8 843 302 6 51.4 837 31.8 888 507 538 a �q � 9010 88.9 818 800 487 848 818 87.8 448 47.1 818 60.1 441 41.2 816 70.7 436 39.8 816 408 428 89.0 878 87.4 422 27A 818 39.7 419 23.5 818 80.5 407 2.0 518 70.1 404 17-� x Q} 0810 5A9 453 808 404 453 453 47.1 397 908 469 41.0 981 no 4SO 3&4 386 902 463 59.0 879 27.2 483 904 374 228 469 78.8 888 1&4 489 24.3 380 17.0 459 rd8 888 x Dip; 108N 98.1 365 98.0 823 81.8 708 318 378 272 888 28.4 919 73.8 � 282 908 212 388 227 704 1&1 383 ffi8 900 1&9 9W 1&08 C 11tH 36.1 898 388 306 203 9S8 301 WI 28.1 338 2&1 287 no 398 29.2 M 188 398 20.8 788 17.8 839 t&1 288 1200[ 21.8 700 no 284 2.12 2e0 79,8 W 108 280 70.0 270 1TA 280 1&2 283 18A 0 1&4 269 x 744In 1 61 101 78.3 188 Q aryl- Q TABLE 88 D AnOhorCapeeKyr TSbM(roe) ANCHOR CAPACITY AD 9ISTMENT FORMULA L L SutwtMW aMConelate Laktam, Mau=a1AU FOkdCMU PTYlooB 496011 (Dpm)XIANCHOfZCAP.,,�,,,,,�aANCHORCAP.,,� -� Ira^86 Eus 6198°010 1Fr 8E ElOO 510 8tvr Afa>Ram 11181561 MULLION Arpdror CBp P6Eerr01 Arm ��18ao w6mm `°0e w �18� SW Euo Ube= U4^sw Uft= 4'396 6r NOmon A 8ar0 SWOO 812 ste 81 ema om USE THIS FORMULA TO OBTAIN THE/41dCHOR rur4e 1919101019(utk r T t/r r 21R^ 318• r 1Nrr r 2-Vr r 3.170^ r 649° 5.64^ 03x4• CAPACITY REQUIRED°CORRESPONDING TO AN Embe@9mt law 1ar4• 1ar4• Vow r 1.1r4• 9-1w 1•u4• 1.9x4° 1-1r4^ 1-714^ r lace• b9fB• ntft ACTUAL PRESSURE REQUIREMENT FOR THE 2Ap5 @4.78'809.= 6 018,OFig.1 300 3908a 450@9 BBO 1844019 27050 28020 386168 740019 488019 ms 1162 709901 420Iba 6w ere OPENING,WHEN IT IS LOWER THAN THE MULLION 4 AmMm 1.18"M0L 1 Stm98n1 01860 2}: 460Ib8 7'00801 WA WA WA WA 380 D8 WA WA WA WA WA 862 Bm 84000 11701be CAPACITY(FROM THE TABLE)OF THE SELECTED 4Amhma�r M6b /(al 2x5 MOcBp6 fft 9fi 78088 7Mm5 880019 1880019 lowma 84000 was WA Moma on 019 960019 2364ms e020a 840159 112D 010 MULLION.IT WILL YIELDA MINIMUM ANCHOR 4 Amhve®0.48°tdhL O.C./U411p,Mb 1/8•Ad69.(ft WA WA WA WA WA WA WA WA WA WA WA WA WA WA 1482018 CAPACITY WHICH MAY BE USED TO QUALIFY 1 Am hwI RZp 1t 5)r IWE- 788019 215019 448019 702019 136019 140019 177019 370019 234019 332 no 881019 169019 me 280 Bq ADDITIONAL ANCHOR OPTIONS FROM THE 2 Amh4m 1.18^4641.4C.IF42f00'�•81: =no S50Om WA WA WA WA 190019 WA WA WA WA WA 320019 420019 8800u ANCHOR CAPACITY TABLE PR0DUCT'RSVL4= NOTE:FOR THE OFFSET CLIP.USE THE 8.070E ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. .0..1yhv wft aw FlmWe FIG RE 1: FIGURE 2• AaSapte3e9 No • . • TABLE NOTES: O Q • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION 1 ON LOADING.SEE SHEETS 2-0 FOR GENERAL INSTALLATION NIETHOIO.S. X111 Mil/1� FIGURE 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3181Y CLIP MUST S HEETS 18-20.ALL MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. BE USED HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. `* No.58705 IN PAIRS. 4}SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND FIGURE 4: FIGURE 8: FIGURE 6: GROW!-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C80.WOOD SHALL • BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0,%ALUMINUM SHALL BE �� '•, ST E 0 �. Q 0 8089-TS AND BE A MINIMUM OF.12W THICK STEEL STUDS TO BE A MINIMUM OWE 33 AND ,n'•,, p p,•'�\ • 048'THICK(18 GAUGE).STRUCTURAL STEEL TO Be AT LEAST.128°THICK AND A33.ALL F 0 �. • • ANCHOR$INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATPWAL 1�(i-/JW VF MM ON •,�, • 1,,r1 ON,1�A1y�7,, A.LYNN/1+Ah.Ler6,P.E. FL P,E,#ISM TABLE DA Muftn Ce Table - Opening WId81(forrervice�"PemdR9 mu®01xi)arOpenim HoWm(for Irori2ome¢y speiwDg mtOore) a b 80 b9 70 in 8D In 80 in 1DO In 120In too In 10.bl 4' p 1 1 i rse der rrSyramo Reomn9Dlm r6prrder•. Re4lm g Bsr 7eoarr neammD ar r�rem•. ABatmg188f rreprrdm 9 Realm 810 rteplTdm g • �Nmm 9• R ne41m 9Wmuugggueee o 2x4:,28 lm•nB lo•tl+g LoaAnB LoOdbp LoemnB LaemnB loedfl• Leedn9 Laa•rg t6stlblQ lwmr• lesding Laedblg LomHnB L48ding 1oem1• Sn g >a N P 42In Inc 670 ime 438 Inc 744 170.0 478 Inc 088 Inc 808 170.0 982 170.0 810 170.0 1118 970.0 821 Inc 2290 770.0 821 170.0 140. 170.0 621 170.0 170. Inc 827 170.0 1889 Inc 621 48In 170.0 708 tt0,0 824 170.0 860 Inc 884 Inc 892 1700 830 170.0 1133 Inc 881 970.0 we 170.0 877 Inc 1417 170.0 660 170.0 1700 170.0 80. Inc 1883 170.0 880 170.0 7187 170.0 � 3 60.52601 170.0 747 170.0 BOB 170.0 868 170.0 881 170.0 1098 170.0 884 170.0 1188 Inc 723 Inc 1516 1700 747 170.0 1494 170.0 786 170.0 1783 Inc 768 Inc 2002 170.0 768 170.0 2591 170.0 786 84 ra 170.0 787 MA 012 170.0 888 970.0 881 170.0 1116 170.0 704 170.0 12M Inc ON 170.0 1434 170.0 837 Inc 104 170.0 668 170.0 1915 Inc 881 170.0 2231 170.0 881 770.0 2860 Inc 881 W win fl0.o S Inc 701 1me 1083 170.0 787 170.0 1249 170.0 678 170.0 1417 Inc B14 Inc 1884 170.0 S 170.0 1771 17&0 1093 170.0 2126 170.0 1083 170.0 2476 170.0 1083 lame 2880 170,0 4088 6301 170.0 &40 170.0 748 Inc 4118 Inc 860 170.0 1302 Inc 840 Inc 1488 170.0 1016 170.0 1873 Inc 1078 170,0 7888 170.0 1122 170.0 2281 Inc 110. 780.7 2863 170.0 1171 14&9 28$3 Inc 1171 8601 170.0 974 970.0 70. 170.0 110. Inc 808 170.0 1364 970.0 1002 170.0 1888 170.0 9088 970.0 IM Inc 1166 170.0 1848 170.0 1210 170.0 2388 170.0 1278 181.0 2437 170.0 1288 152.9 2451 170.0 1288 720 1700 1088 1700 B7b 170.0 12M 170.0 1� 170.0 1486 170.0 1129 170,0 1M Inc 1228 17x0 ISIS 170.0 1318 Inc 2128 InO 1387 14&6 2184 Inc 1488 124.8 2184 Inc 9520 108.2 2184 Inc 1850 e 761n 170.0 7122 770,0 837 170`0 1348 170.0 100. 77&0 9870 970.0 1888 170.0 1789 Inc 1822 18&1 180. Inc 1421 I4&8 9980 170.0 1888 10.8 1880 1896 1848 188.1 I9a 184.0 1686 828 7W0 7�7 1659 = I,{J 78 In 170.0 1181 770.0 887 '170.0 1981 170.0 1118 Inc 1811 170.0 7280 170.0 1642 970.0 130. 1&27 1881 170.0 1474 797.0 1887 185.1 180. 714.8 1881 147.5 7475 982 1881 138.8 1468 889 1881 1379 1464 � y �-• 8088 770.0 7328 770,0. 1144 140.1 1398 186.0 1218 127.8 1398 938.0 7198 191.8 1586 121.5 117(1 0..4 1888 11a2 1102 68.8 1888 101.8 1147 74.8 I= SIB 7174 8&41 1888 517 1108 66.8 1568 7&8 1088 80bt 147.4 12PB 1618 10.8 1228 1228 127.8 1078 10&9 1228 7112 1081 99. 1226 88.8 1014 89.8 9278 8&8 10?B 73.7 1228 624 1018 81A 1248 72.2 089 5d,7 1YeB 8&8 87r 481 7220 821 887 ez( iW m 10&8 B'M 106.0 f177 8&S 071 8.0 85! 74.0 879 7/2 899 84.7 91] i4 897 67.6 (171 81.8 876 619 688 88,6 818 48.1 071 49.0 786 0 921 44.0 M 324 871 40.8 779 71101 88.4 819 67.9 832 78,8 9141 81,8 819 80.1 818 70.8 806 6& 9 94.8 784 8&0 819 88.7 784 47.7 818 51.8 774 3&7 819 44.8 7W $4.1 818 40.2 - 88.fi 818 37.1 732 10.b 789 788 78.8 718 829 T0. 849 708 8&8 788 8&8 a6 47.2 70. 48.4 90. 41.8 788 44A 87/ 37.7 M 409 888 919 786 34.8 863 27.0 788 31.0 841 2&8 788 2&4 837 x V N t441n 43.7 846 44.2 604 9&4 616 37.0 488 812 846 51.8 481 27.3 688 282 486 24.3 698 %.e 478 22.6 848 22.6 474 192 848 121.8 484 148 848 972 q88 1&7 818 1fl6 498 X Q .TABLE 98 JAW charCe ANCHOR CAPACITY AWUBTMENP FORMULA; . padtq T66d9(Ibe) 27k &82 Cam.I HOBCWCMU I IMad CMIJ PT metw (DP_)X{ANCF{ORCAP. `nANCHORCAP.,,, 1/e 8S 190.0 6H5 E07o 7A7'SS Eloo #10Stoat 612816W 912aw MULLION AtuJmrCOpPeRerlm Anchor Typm 8H8 EIaoUWaco91 Ira°Eko(6tracml 515Ekomtre0on 1/4'EIoOUWma11 AWeOmar WL=M AWaGalr 00.01•(02$Sarew(GM Smmt(CM USE THIS FORMULA TO OBTAIN THE ANCHOR Edge metmoe .r 24W r 2-W 3•VB• r 2-IM r 2-IW s 3•tv a 0.45 0.04° n5[4 CAPACITY REQUIRED'CORRESPONDING TO AN EmbkVWd* 9 t 13(4• I-W r 9- I-N4 7-tr4 I-V4• I-im t-tH4' 2° i7w yAW (g881p0B- ACTUAL PRESSURE REQUIREMENT FOR THE 04.78• .G/Z d (FfA.1 or 380 380 48o9m 80.819 184480 2M MS 2SO W8 384 06 US US Be $64 On 11 329 WB 880 WB OPENWa,WHEN IT IS LOWER THAN THE MULLION 4 Ambom a zer Ain o c i stmamd Cop 0Ta S> Mills Mae SWISS 14860A 70.24 rob WA eso em A 896165 wA ea mD WA ro9 -SF om 120 roe CAPACITY(FROM THE TABLE)OF THE SELECTED 6 Amhm01.71-B8n.O.C./S1mlderd MpM BOB an W0.-. 104808 WA WA 70806 WA 70.00 WA WA WA S788m i10DOm 188086 MULUON.RWILL YIELDA MINIMUM ANCHOR 4And•re65B9n.acrCO268AnQ16CBps(Ftgi.6k 70.mS s�au 180.08 1898 Ws 68006 WA 760 WS 93856 880 W0 2364 Me 68230 64060 112006 CAPACITY WHICH MAY BE USED TO QUALIFY 6Atp1•Is ar30n.oa/maGAVOCOp30.7S. Jill)o6 117006 im 2 um 2644 OW 81 ea Om WA 114006 240406 182066 384606 SmAm t280om I=an ADDITIONAL ANCHOR OPTIONS FROM THE 9AnaFWe 1.84°6qn,0.G/U42IA boo 1rB°Aban.(gQ.7k WA WA WA WA WA wA WA WA WA WA WA WA WA WA 4 ANCHOR CAPACITY TABLE. - 0A0W=®a0r Butt U.C.r u"alA Oda 1/8°AODn. ODUCC REVISED (FIg 8): WA WA -WA -WA -WA w0. WA wA WA WA wA WA WA WA 21 0m as cooloy m�B 60 plaft 2Anmms9 ZMW Mo.0.H Fa2p ft O}: 370@6 57066 316108 74806 71260 WA 28006 WA 34800 WA 44006 WA �So 02030 88006 Building Colo 3 AWbors @ 1.7r 860.Q0.I FQIp O'�.1 Seems 30.06 94086 70.06 948 me vo lbs 280 00 wA 380@3 48806 440 ms IIUZMS 328 480 WS ea 988 Acaptmlob No /� CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. FIGURE 1: FIGURE 2: FIGURE T. FIGURE 4: B • o e o • • TABLE NOTES:p e 0 1:1. 0 0 0 0 • o o • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING•SEE SHEETS 2.4 FOR 11 I GENERAL INSTALLATION METHODS. 0* 1 Y• O o O • o0. • • oo • , FIGURE 8: FIGURE B ``�`(`�•'��CEPt3Q' 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANCHOR OPENING WIDTHS M ALLOWABLE. y �. • • • • 4.000° =*: Ho. _ • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS.SEE SHEET518�.ALL MULLION CLIPS MAY 2. 56705 BE FACTORY MACHINED AND CONTAIN UNUSED HOLES.HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON • • SHEETS 18.20. _ A + FIGURE 7: FIGURE S: FIGURE g: FIGURE 10: ANGLE CLIP 4)SUBSTRATES: STA e• •• o e • e o • RATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT �0' O,� '• O OP..'�,��• (FIGURES 688) (CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PIE WITH AN 80 OF 0.66. •o •• o e o e o • MUST BE USED ALUMINUM SHALL BE 5083-T5 AND BE A MINIMUM OF.125 THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND•048•THICK(18 r X C X 2F MULLION �/ S IN PAIRS. GAUGE).STRUCTURAL STEEL To BE AT LEAST.125 THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW ,S .1 e• •• o o • o e • THREADS BEYOND THE MATERIAL. A.LYNk'MIL Li!t P.E. FL P.E.#68708 TABLE 10A _ Mullon Copeelly Tabte a OP-Ing WIdfh(Tora3tdaa*spuMng OvAcmm)orOpenMg Heigh(for Imr120t1W1y apanrdm Iw7ors) _ win so In rom am win 1wm from 14962 tam 2' d $ iteofergalar rmp7mm�p. ReomroWar TmpRAwg. neo�¢wer 74aprnmro. Reol 14ap1fiiat�g. ReaengWa Treivmmap• re9prrnene, 7taNt6en6 TwrTrtore•Im eradw Tom• � 4 2 x 6 x J6 t 427627• waft t� teemre Loam laang Leanne Loamn3 L-ft Loeflg L� Loom Loaft 1J>eolo LWAAft w Lose* Alan Tube Mumn I l ! 4 111.1 H 1 j, ! z 272762 2170 s7o 12807 4as 12807 7427 Sian 2776 Imo Deb Imo eM 1620 90 Ina 614 In0 ,716 IXo eat in0 I= IMO eat Ina HBO 1X07 eat In0 1728 Inn j 2958 Ina bat O 411, 1170 709 Ina 1 624 1170.01 627 170.0 W4 Imo 902 Imo 589 Ina 1133 Ina set Ina 9275 Ina 6" Ino San Ina I 589 Ina Iran MO ew Ina 1283 IMO no Ina 22P Ina on 39.6--62 Imo 747 Ina 1 583 970.0 608 Imo 831 Imo 1048 MO 664 Imo 1158 1 Imo 1 M Imo 1348 M01 747 1 Ina 1494 170.01 758 1709 t7e3 7499 758 1179 2062 170.0 758 Imo 2992 MCI 758 g � 82762 Imo 797 170.0 eta 9ra0 086 Iran St Imo 1776 Imo 784 Iran tars Imo 809 IMO 1434 170.0 387 1X0 Iwo Imo So 1X0 Isla Imo 661 970.0 7281 Ina 881 Imo �0 170.0 861 m am 1620 t70A 701 1620 100.1 1700 787 1170 2249 IXO 878 1170 1417 imo 044 117.0 1894 17270 968 Imo 1777 Ina 1033 1X0 2125 Imo 1089 1620 2417 Ina 1093 Ina 2583 170A 1058 5862 1620 Mo Inc 748 9ra0 1198 9700 8827 970.0 1302 Inc 840 Imo IA86 1X0 Io18 Imo 1679 Imo 7078 IXn 1669 Imo 1172 1X0 Ml 170.0 1189 9170 28as Ina 1171 1ra0 2078 Ina 1171 5862 Ina 974 Ina 758 1170 1127 Ina NO Inn 1384 2X0 1001 Ina 1658 IMO 1066 170.0 1783 /n0 1158 Ina 1948 Ina 1710 Imo 2536 Ina Un 1X0 279 Ina Ins 1620 3117 1X0 1288 Z 7262 Imo 1063 1X0 817 1ra0 Ian Ino tow In0 1428 170A 1120 Iran 9706 1X0 taro Ina 7913 Ina 1318 Ina 21M 1X0 1807 Ina 7030 770.0 1458 MO 29'78 Ina 1628 1170 Sow 1X0 I= e 71762 Ina 1988 170.0 887 In0 1348 1n0 low Ina IWO IMO 1208 1ma 1784 1170 13n Ina 2019 1XO 14M Ina 7243 Ina 1586 1X0 �2 IMO 18274 inn, 3140 1X0 1894 Ina 5589 Ina 1705 � 7862 1170 1931 1n0 907 Imo 9361 1620 1118 170,0 1619 170.0 1280 Ina 7842 170.0 1327 MO 2072 IM 104 Ina 2= 170.0 1584 Inc 2758 Inc, 1700 17xO 3713 Ina 7777 Ina S8M 1170 IM 0 00 1" 1X0 1328 1X0 7144 170.0 1584 1170 1928 9X0 1888 1700 u58 In0 2128 1X0 1333 170.0 2391 IMO 1179 1620 23M 1X0 1818 inn 9188 1700 27118 158.0 3419 1X0 293 1988 $419 IMO Mal so in fm0 1417 /170 12707 IMO 1700 Ina 1494 1mc, 1889 1ra0 1� Ina 228'7 170.0 1704 1620 No Ina 1862 1170 989 1X0 2096 14.0 3188 Imo 2998 IVA 9183 ME 2470 129.0 3189 Iw.1 2078 � 2 O 1X0 1896 7170 1 KW 1620 1919 1620 1897 17&0 27287 Ira0 1817 917.0 2458 Ina 2078 184.8 x781 1MO 2M 148.3 27!81 961.8 2353 ME 2781 140.4 2281 IMS 2781 170.9 2794 927 2781 118.0 2180 ss 111 m 2626 1076 170.0 1451 100 1078 100 1700 Ina 2295 2X0 1852 9no 2621 In0 27148 181.8 28327 '0725 27Ae 138.8 2862 149.4 22718 113.8 28;5 128.4 x188 87.8 27432 118.1 2920 BS.4 106.3 W x N1 M 12062 917.0 17R IMO 15M 1n0 2924 170.0 1858 184.4 2282 ISMS ISM 188.1 affil 147.4 1864 120.1 � 792 1858 7021 27262 1947 1810 90.1 272$2 88.8 1072 77.2 2262 27.8 1698 07.8 7282 81.4 1858 � m 02 14462 928.1 1504 =6 1448 909.3 9584 1061 ttffi 27,4 1284 01.8 9407 Tat 1364 80.7 193 85,8 1589 729 '727'9 828 1884 86.7 1588 82.1 two 580 9958 40.7 1894 49.2 1906 821 1684 44.4 1288 Q N TABLE 103 ANCHOR CAPACITY ADJUSTMENT FORMULA, t �( Anchor Table ) ANGHORCAP.m,e, tre1e; 23k Gamuts 3AWWA 91000s pTyr� Mew (DI®)X{ }eANCHOR CAP. B71r taco Iw se 1340 BMS°Elm 174.88 EIw 610 etam 012 Ines) 6128tee! MULLION CAP.�,,,,,e, AroilorClp Pa061re A1r�rTyppe 3127 Em°{atreaon v9.°Eo•Ntmoon l�n Ntr Emo ts0a¢m 9727" IAmmm A117eGaw MeM Ance0dw t;o ((M)Semw((W Samar(66) USE THIS FORMULA TO OBTAIN THE ANCHOR Eae•924462624�): r SAW 1" 1 2-I/r 34W r 2y2' r 1 2-112' 7 Sava" r 0.4r 2744• o.5t4° CAPACITY REQUIRED"CORRESPONDING TO AN E n086erwf(m 93/4• I•s/a° 1-3w I-W r 9-IAW VIM I-1w I-19.• I-Iw 9-tw r 9•rr 7.362" 172762 ACTUAL:PRESSURE REQUIREMENT FOR THE Anmwe�a7 esnoa/eierciard 29727) wows avows 458 swam t aroma 258 384 am 740628 ms 344214 1102062 2728'629 atoms � OPENING,WHEN ITIS LOWER THM THE MULLION a Awtom®4.27•Mm as r 072417427 a pIP Tw me m ms Bw Om 7727 ms Sea W9. 640 om Moms Toe me 9458074 917 ma 110490 2564062 582 ore 6901762 Ilo ms CAPACITY{FROM THE TABLE)OF THE SELECTED 9 AWM @ 1.71.W&O.Q I SmMad Cap 4): 9180108 "mum 1010 m8 2605 Ws WA WA so ms WA looms WA WA WA 1wO 078 1827 sal 2240 ma MULLION.IT WILL YIELD A MINIMIM ANCHOR 8 Aahom r onm 0.a 7�am note Caps 049 ek rams 727 i� 5896227 22807074 follow Sao no 458 624 WA M an, woft =In 2364 ura ON am 80 i Ilona CAPACITY WHICH MAY BE USED TO QUALIFY a Archon 0 r Mfa o.9.7(0.as Angle Caps�ft looms IWO me taw ma 3120 ms 37827 m8 Sow Bm 1120164 WA 9820 662 1872 ms 116070m 4m ms 1301 ms 9827074 2240 ms ADDITIONAL ANCHOR OPTIONS FROM THE to 1.2'62717.0.27 I 226 A10 pips p*te. 16am8 a1001Y 1440 ma Ola ma WA WA ISM In WA 1800108 WA WA 1868 on 2820 me W9.862 ANCHOR CAPACITY TABLE. PRODUCT 4Aoaimm�1.34"28717.O.a/LLGlp,mlo Wr A0an.0�.e2' WA WA WA WA WA WA WA WA WA WA WA WA WA WA 1452624 � e°dthlbu fIatlde 8AVOhaB X0.84•Mot 2727 i U•COp,mto y2'276227.ff5• WA WA WA WA wlA WA WA WA WA WA WA WA WA WA 2864 We I••--2.000'-�i 2And=64.58•Nm.O.C./rcap 57 a.to}: 2758962 380 m2' 9.w Om 609 ms 1657078 7M WS 2W me 354 Ma 74011 458362 OR ms 9162 On 828We 429 Ws NOWs Aampteaa•N w 6 4Ana11a9 1.77 Mm.O.C.I-cap .1 658 ms 758 WS me looms WA I WA 470108 WA 1 838 me WA WA NIA em 628 890 Sm 11x0ma .2>Xl° By LRadaM Flfll1RE 1: FIGURE 2: FIGURE 3* FIGURE 4: FIGURES: FIGURES:FIGURE 10: FKIURE 17: TABLE NOTES: IIIIIIIIII// • oe o • so • • oe • • oo • o• •• • oo • oe ``��ON.j,......,,•/��1i� 0 o e o 0 o e o o e e o • e o • •e •• 0 0 0 • o 0 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING.SEE SHEET'S 2-4 FOR GENERAL INSTALLATION METHODS. 8.000' Q k o e e o o e e o 0 0 0 0 • o o • o• •• n e e • 0 0 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDADR OPENING WIDTHS IS ALLOWABLE. Ac,' No 58705 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 1820. o 0 0 • o e o o • o o • • o e • •e •• • o o • o e ALL MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES.HOLES MAY BE DRILLED _ 1�C FIGURE IN THE HELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 15.20. ' A �1! FlWREB: FlflURE7: „•Q O��F 4)SUBSTRATES CONCRETE SHALL CONFORM 107 ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-Fu I ED 4(/ • • • • UUFAIRS. ANGLE CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-g0.WOOD SHALL BE PRESSURE-TREATED 0 YELLOW SOUTHERN PONE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6083.70 AND BE A MINIMUM OF.12 � '•.FLC• • MFlLW'BCE BE ATTLLEAST 12�DCK AND AM.1�ANCHORS INI.O METAL SHALL OEXTEND STRUCTURAL STEEL SCREW � 17ss�Oi 4 • • • • USED mI THREADS BEYOND THE MATERIAL. r x r x.28• A.LYNN(YI( ER P.E. MULLION FL P.E.#58708 TABLE 11A MulBon Ca Table opening Width(to7ve16ce0yspemdl®mumore)or Opening Height(for Tmft 7da0g6Per7nNg mlauore) W In BON 701, BO N so in 100 N 120 In 140 In lea In 1�C RmIm9Waf Tie(Vrdarq. ReeNnBder Tlep/d19ig, lleatmlgaler Traq'Biag. fieoNl�7ar Tm�7dmlg. Reatm19War T Rao�pWar Tre71ida19. �' T7a0drdatlg. 70ewavwm TiulAru n2.JU4 t Ta11N'Talm, b 4 1.28°X2.71" Lmfl� L000llg � Lawry Loalpng LomOng L�9 Laaft Lo ft Laaft L-am L-Aft Loaa>ng L-ft L-09 Loa�9 a? FgE 42 In 1442 028 187.0 428 1202 828 1449 418 903.0 •828 139.9 414 S.1 828 1549 4N 80.1 828 1941 411 721 e� 184.1 411 80.1 8'® 134.9 411 89.8 RD 139.1 411 8 134.1 411 48N 948 409 1�.0 99S 80,8 469 84,7 .928 89.0 403 68.4 ,420 BOA 403 81A 317 047 403 79.1 318 443 403 784 8t4 402 403 748 814 30.6 408 748 314 3 748 314 J 80928N 829 382 91.0 301 M8 362 749 289 la.8 362 71.9 288 SIX 882 672 288 48.7 382 84.8 284 412 382 89.8 283 34.3 362 83,8 203 29.4 882 83.8 289 2 8641, 07.8 318 74.1 207 88.8 318 84.2 261 448 318 87.7 288 424 318 848 289 97.7 810 80.8 260 99.8 318 49.8 249 243 318 40.1 208 24.2 318 441 248 8 49.1 248 W so 1, 48.8 168 83.9 279 412 286 48.7 214 948 888 40.7 210 30.8 258 372 207 27.8 258 34.11 204 24.7 288 MA 203 2a0 268 322 201 17.7 288 32.2 201 0 S 2 201 831, 427 237 48.6 200 868 234 39.1 1� 3a8 734 34.7 162 247 234 $1.8 189 23.7 234 29.4 186 21.4 294 ffi.0 9e4 172 234 248 189 149 230 268 183 1 28.8 183 2p 881, 972 219 SBA 18S 31.0 218 83.7 179 28,8 218 28.8 170 232 21S 27,0 97.1 20.8 219 �.1 770 140 213 247 188 148 213 22.2 167 132 273 220 188 9 71.0 189 72N 248 179 90.1 188 249 170 248 181 20,4 179 22.8 148 17.0 179 20.9 147 149 778 147 148 � � g 78N 20.3 t81 264 140 249 187 21.8 1S7 17.4 181 160 138 182 181 17.0 133 tW$S 7BN 228 182 23.8 133 18.8 182 148 191 141 182 17.6 128 b a- T 116 Anchor Table(019) ANCHOR CAPACITY ADJUSTMENT FORMULA. P 8a 7k C4aa41e 3.Wc Caro, FNaaw C87U FBad C1tU YV4ed 1t�I (DP,w)X(AN CHOR CAP.,„„,,, aANCHOR CAP., y X � A1a4wTM 31W Elm UMIM ue am 118aaea 8N8•Eko 9H8'euo Uitreaml 1!4'tloo UNa4a1 1/4°98 Elan 8f1B'Elco tA0.88 Q4o #10 S1�t #128fe9 #12 SteW MULLION CAP..,®... r Anchor Cgp Patlerl� uaraoa USE THIS FORMULA TO OBTAIN THE ANCHOR W t4 A (�Sam� CAPACITY REQUIRED!CORRESPONDING TO AN Of X � Edge asm mo Wit 1 21lr 1• 2•Vr 37!8 t• 21lr T 2-Im r 3-Iff r a40 a6a G.W ACTUAL PRESSURE REQUIREMENT SPONFOR THE �p E1,9edaerd t 1.w4• 1:U4• t:Vd° 1.8M° r 1-1l4° 1-7l4• 7-7l4° 1.114° 1-174' 9.w r t3/B° 1 IL t`( Q• +�~, aArodas B4ao.QrOg248An2teCapa(FN7 Teo ma TBOOq B80ae 1NOW9 189918s 840 890 b9 88A 7ba eB 29641&9 B40me � OPENING,WHEN IT IS LOWER THAN THE MULLION Q .- O CAPACITY(FROM THE TABLE)OF THE SELECTED !L MULLION.IT WILL YIELD A MINIMUM ANCHOR Q. CAPACITY WHICH MAY BE USED TO QUALIFY ADDITKTNAL ANCHOR OPTIONS FROM THE mill ." li ANCHOR CAPACTYTABLE. TABLE 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. PRODUCT RBVieeD SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. r--1.2�° •1 n cmafdyltlgvri8ltda FI6rMs BWtdftCoft FIGURE 1: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 18 ALLOWABLE. *13yM 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 10.20, ALL MULLION(SIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES.HOLES MAY BE DRUM IN 21 ' THE FEW FOLLOWING DIMENSIONS SHOWN ON SHEETS 1&20 ANGLE CLIP MUST BE USED IN PAID. y{t t l l t t l! 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT FILLED 12V CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-00.WOOD SHALL BE PRESSURE-TREATED ��pQ1�`.....M/4 �i,� YELLOW SOUTHERN PINE WITH AN SG OF 0.86.ALUMINUM$HALL BE 6083.78 AND BE A MINIMUM OF.126• T �� 1�;'aCENSk- • P �i: THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.048'THICK(16 GAUGE}.STRUCTURAL STEEL TO BE AT 1�•X211'X.128°MULLION LEAST,128•THICK AND Aft ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) � � No.6570$ THE MATERIAL. X300 11 ids• . P. �\� '.,�.S o• fit'?. A.LYA71�I�I " R P.E. FL P.E.#8870& TABLE 92A Ma61on CapucPIIp Table P& r r Openhtg Whlth(for-katly spm ft MLO one)ar Operibm HOW O)r l ftmlagY•epam by WpAom) BOM BO 61 70 to oo In 9061 100In 1201n 140 In Iw In I rpe - I T1008TZmg. RLWAV T der 71aWbmip. TMWTneV. Reole 7 Wrdergl. TM*Tdm0. Ti6WTdmlz 1 R eomm1uw 7WWTdov. g-if if II 326"30 Low8 Loan@ Loft• Lamm Loeftg Ltl07Mg Looft Loed61@ LWAV toWila Laaft Loaft Laadm Loaft Loadkg Lo798Rg b'Y BAY MULL � 42In 170.0 eso 170.0 4 77110 744 17110 478 170.0 815 17110 7m8 170.0 eel 97ao 519 77110 119$ 1no 627 170.0 920 17&0 M 97110 lase 17g! 621 170.0 1733 97110 621 94 91 1740 170.@ 921 J 48 170.0 706 170.0 824 970.0 860 970.0 684 170.0 887 970.0 890 170.0 1939 170.0 881 170.0 7278 170.0 8T! 770.0 1417 170.0 880 1822 1972 170.0 880 130.6 18T2 970.0 880 1142 1822 170.0 880 S0.5251R 170.0 747 170.0 b68 170.0 816 17110 881 170.0 1048 17110 884 170.0 1189 1700 723 17110 1349 17&0 747 184.2 1443 170.0 758 1389 1443 170.0 789 117.3 1498 170.0 788 1028 1443 170.0 758 1 0 z 54 b 1710 797 170.0 012 170.0 988 1780 BB7 1170.0 1116 170.0 764 1788 1276 I 170.0 609 780.4 1363 /70A a37 144.3 I=1 1740 898 120.5 138$ 170.0 881 109.9 1359 170.0 M 902 1369 17110 NJ U.1 III)In 170.0 80 9780 701 170.0 1084 170.0 797 987.0 1218 170.0 878 1451 1218 f70.0 994 1288 1278 1588 &� 11&e 1218 192.1 924 $7.4 9218 149.1 813 a&5 1218 14&1 913 75.1 1218 1481 913 63 111 17D.0 890 1750 746 170.0 1118 170.0 880 1Mg 1180 988.8 938 131.4 11W ISM 814 116.8 1180 141.8 899 1051 1950 13U 998 87.6 1180 121.7 871 71L1 I= =2 9r0 6&7 1760 IW 870 88 In 170.0 1 874 7780 788 187.4 1006 1B&8 881 130.0 1098 f48A 884 114.9 1098 189.1 860 101.8 1008 129.4 899 01.4 1048 118.11 890 752 104D 100.4 821 G,S 1008 1082 618 VA 1048 11182 818 Z_ d� 7214 140.8 860 147.8 784 117.4 880 1780 748 100.5 880 110.4 734 83.0 880 100.0 722 7&2 880 611.0 712 70.4 880 W2 759 a&7 BBD 792 683 80.3 BBD 783 886 44,0 800 7&4 8118 a 78N 11&7 7e0 ml m 019 780 IM41 878 �.8 780 89.5 BBS 74.0 780 83A 6W B&8 7W 7&9 $99 W9 M 71.7 899 4&9 780 86.1 824 �,8 78D 821 679 97.4 78D 81,5 817 g, P 78 In 110.8 78D 19&8 887 8'd9 7� 9&9 894 7&T 7w B&8 89A 892 7� 71.7 621 813 76D 70.8 612 ISM 760 05.7 80 482 70D 894 N4 3&8 7W 82 588 34.8 7M 6&8 580 1 60117 721 889 74.4 8� 8D.1 883 82@ 481 813 888 8L8 489 451 SW 4&8 478 40.1 BSS 44.4 488 311 683 409 482 3D.0 683 882 482 �.8 BB9 888 448 7d.6 869 57.8 442 m4 z-< ppYppp?. Millin 405 61.1 443 48.8 446 873 435 424 495 44.8 427 37'.1 405 386 421 3&0 496 381 418 78.7 4� 332 409 249 499 29,1 400 21.2 485 2&8 394 18.8 495 2560 880 ~ O IHL 387 428 953 34.8 391 $110 948 28,8 891 51.1� 947 2&1 891 213 9� 782 391 20.8 939 �.6 991 228 92a 17.4 Sgt t&7 921 149 981 17.8 918 N IH 370 992 m 320 N 7117 � O 220 17.6 209 G TABLE 12B ANCHOR CAPACITY ADJUSTMENT FORMULA: g AnSd'or CepooUY Table 09) /(ANCHOR CAP.p,, 8 27k t4wu7et0 &6k Cons mourn U FBed C7at PT mm �)X\MULLION CAP, /°ANCHOR CAP.O,, An Ow C Paitarl• Afmlm T °co ' °0D ' 4fIW EE ww Boo tam= 9/11 Ek0I01reaon IN•86 Woo 6118°Elm IW 88 Elm 910 Std s128tee1 set Steel lf$E THIS FORMULA TO OBTAIN THE ANCHOR Aggltd0ffior IBDmm1 Aw e0atat 8 (0N 8orew 8ae•g33 CAPACITY RE0002ED•CORRESPONDING TO AN Edge (Ink r &91Y t° 2 em 117/6 t• z 7m t• 2 V2° T 3 U8° ? &�° 0311• &3711• ACTUAL PRESSURE REQUIREMENT FOR THE E1Rbe9Dmnt Qqk 13� 1.314° 1874° 1.914° ? 1•tr4° 1-i/4 1-114• 1.7JP t-1F4" 1-1/4^ T 1.31H" 1.38' (eeeflote4) OPENING,WHEN IT IS LOWER THAN THE MULLION 2 Anoba9®8^1818 R i P132x8 N tj 390 39D 9• 948 IM t 47016e 28016e 0.s 7401Da 4911 roe ma 1162m3 =m9 42D 0• 5M U. CAPACITY(FROM THE TABLE)OF THE SELECTED a Awmf0C&V Ift O.Q/92121mAftg1079p9(F3* 7800• 7qg09 7801be 160 Ills ogre 6W03 =ae NIA 1120169 W90at 8806• 23800re 862011 040U 112DIbe MULI.WN.RWIU.YIELDAMINIIdUM ANCHOR OAtmhma@271°6967.O.C./g07x8 At1gle Cgp9(@Ig.3; 7720169 1720 ma Mas 2245013 22541bs WA 840 W9 WA 106e N9 WA 1370 ma WA 978 Dm -WI-be--Tom-ms CAPACITY WHICH MAY BE USED TO QUALIFY Awl ITONAL ANCHOR OPTIONS FROM THE FIGURE I: ANCHOR CAPACITY TABLE TABLE NOTES: . 1 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET��R INFORMATION ON LOADING. Aecept99f� 1 f° SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. BY FIGURE 2 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE, 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 18-2D. .126•ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES.HOLES MAY BE DRILLED IN �� s,� THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.20. �° V\CENSLc •;� •• •'.k 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AC►301 SPECIFICATIONS.HOLLOW AND GROUT-F6 LED *: No.68706 FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C49L WOOD SHALL BE PRESSURE-TREATED ' • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.88.ALUMINUM SHALL BE 8083.76 AND BE A MINIMUM OF.126° - fr THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046°THiICK(18 GAUGE}STRUCTURAL STEEL TO E AT 1 •1i LEAST.126•THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND �°BAY STATE: THE MATERIAL. MULLION i�'t�••'•.RCORIOP.•: ��: F �. ANGLE CLIP(FIGURES 1.3)MUST BE USED IN PAIRS. NAi., ` A.LYMV MI"LEER P.E FL P.E#SSM TABLE 13A MaOf-Ca Table Opening Width(for re rrmmona)or Opening HekM(tor hortz *Spamft ffwft s) � a Gain 801n 70In so in IN to 159In 12001 too in 18081 -solmOdm Trep/Rm1@. aeaml•Wm TaasltOm•. aeaml•6ler TmNrdere. I10Gm�9Wm T1a>urdm•. Tlaprr481o. Seotmm6lm Towum•. TM#T m0. 7m T � a EMAL Loa�tlp LOad6m Losatr® Lartihg L 8 LaeAlp L-ft LaemnB L-ft Lomom L-ft tasairy L-019 Lmfg La ft um" L BAYMBlLL , fill, g �. I if 1 11 11 1 1 1,1 1 11, 11 I III 11 1 z 4201 17x0 8� 170,0 498 Inc T46 170.0 478 170.0 170.0 806 170.0 1182 170.0 819 Imo 1118 170.0 am 170.0 1249 170.0 M n0.0 1488 1m0 821 im0 1738 Inc 821 1583 1871 17MO 821 48m 970.0 70B '170.0 824 170.0 860 1m0 SB6 170.0 0ffi 970.0 890 170.0 1199 170.0 861 Inc 1716 170.0 877 170.0 4417 170.0 630 189.7 1957 Inc 859 140.3 1697 170.0 810 122.8 1837 170.0 880 J 80.826- 170.0 747 Inc 803 7m0 888 170.0 631 Inc 7078 170.0 ON 1740 1195 170.0 728 Inc 1306 170.0 747 17x0 1407 ,70.0 75B 147.1 1582 n0.0 759 1241 1682 170.0 768 110" 1$0. 170.0 P88 Ill 54m nao 70.7 tmo stz ,mo Bse 170.0 591 Imo 1118 nao 764 17ao 1276 Imo 809 17ao 1�0 Inc 897 1882 1459 r%o 859 1213 t4W tmo es1 ttae 1458 tmo 0.87 w.o 1405 Inc 881 0.p 8om 1m0 888 1m0 701 IM 1083 Inc 797 tm0 4259 Imo 878 1671 1608 1m0 874 158.7 1908 Imo eee 12&7 1869 18&8 994 Me 1308 187.1 08'1 848 1599 167.1 S59 78.8 1909 187.1 8B2 8366 Inc 930 Imo f9468.9 1118 170.0 M 1820 1207 Inc 90 1428 1267 le" 888 1247 1207 1828 886 1144 1247 144.3 882 88.0 1277 1982 � �SIA 1277 133:7 � 714 1247 1S&7 898 g ILI 72 In 170.0 574 170.0 1188 1m0 9Gt 14&4 1159 163.7 086 1218 1150 147.8 966 1%4 1159 198.8 = 1059 1190 1284 814 S&6 1180 1189 858 742 1790 118.1 893 80.8 1150 1111 683 72m 781.8 1010 788.8 1010 144.8 BW 11&4 1010 127.2 962 101.0 1010 114.7 828 Gas 1010 ,0&8 Bn 888 1010 8&8 807 87.3 1010 918 788 87,7 1010 47.8 759 80.8 1010 S7.7 785 7861 1574 906 1418 808 1220 776 911 BW j.1A 88:8 008 1132 749 783 808 882 738 987 808 823 728 874 808 74.7 718 411 859 712 710 428 806 m6 708 ...1 � Q d� i 78 in 19.I 861 1328 6B1 172.8 758 80.8 881 m4 861 88.8 713 70.8 8B7 814 709 888 881 78.4 684 B&0 881 58.1 881 4&4 881 84.8 675 38.7 881 817 8001 827 848 83.4 848 TE.1 584 811 848 1.7 845 59.1 815 484 808 80.8 837 41.4 848 47.0 WO 86.6 6411 41.8 818 286 848 582 811 ?8.8 848 58.8 807 88m 812 599 70.1 888 88.1 458 417 888 7.8 568 46.8 489 37.5 685 41.4 475 94.7 885 9&7 470 784 6N 39.4 4731 24.3 888 345 462 21.9 886 287 447 . 10801 47.8 449 489 d06 3819 448 412 869 30.2 448 &8 449 81.7 987 2&8 448 218 982 218 449 28.1 377 20.0, 44B 22.7 8BB 17.1 449 .4 981 780 448 18.9 988 tD 111 m 44.1 40 4&0 see 318 'M 374 378 31.8 428 7.9 428 2&1 387 26,8 428 282 96'1 221 42B 240 988 114 428 20.7 300 I&S 428 1&8 348 120- 34.8 384 369 331 2&1 384 20A 32e 249 364 1.6 3B4 728 917 19,4 9B4 30,5 919 17.6 3B4 78.7 SOB I- Q y 148 In !2 20A 283 IRS 1 2 17.1 1 280 a � � C�7• -TABLE 13B 0- A7lchor Cape ft Table 08) ANCHOR CAPACITY ADJUSTMENT FORMULA: (ANCHOR CAP.m„®,\ 8a0strela 27kI6mxlem 9AkCo1•. Ha➢Oxl-01 FBISdCbhl "wood mm (O�)X`MULUONCAP.,®,q./-ANCHORCAP.® Anat•flyllex SATs•E8m U71mam U4•Ek*LMm m 5w ow y18°mw toftm 174•Bw U-eo� IW 86 Elw 5M6•Elm IW 86 Elan 610 50361 $12lted 912 6mel USE THIS FORMULA TO OBTAIN THE*ANCHOR AlydwrCQpPeOetrw Ubmm A Moom, AW00aw Som(GSSmw(o5)6mme(f30 CAPACiTYREQUIRED'CORRESPONDINGTOAN Edge oi9rm•ep11� r avr r z yr 91lr 1° 21/r 1• 2 t/2• r att6• r 0.48• a5a° 0224' ACTUAL PRESSURE REQUIREMENT FOR THE lmk ,y0. ,0.w rya• 1;da• r I•u4• 1•u4• 1-ur t-114° t-u0.• 1•ua• r 1-9x8' 14-V tree rim 0 OPENING,WHEN IT IS LOWER THAN THE MULLION UnWmi o Q 415 cape 1 s3o 0.50 me m-e IDS s56 749 459 3• 729 11 4aB 560 b9 CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Atrolm6911 3.616 0.Q!(1)2c6 AtgmC3p8(Flg 2k mu 780 ft 796-s 15901118 26�Ibs 865-3 W9m3 WA 11200• 559 N9Ibs 2584 0e won 840BA 7720-s MULLION.IT WILL YIELD A M041MUM ANCHOR B AIrolb6s�27r l9rt O.Q7P�288 AO9m(21pe ITZ 3): 192D 3m 1MMS 859-8 2248-8 2269-3 WA 65909 a3A 1059-8 WA 13�0re Grp 978-8 10.540• 1859-s CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE PROAUCr RBVi6BD FIGURE 1: ANCHOR CAPACITY TABLE. moDuly19g whhtinsFlorid• TABLE NOTES: • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. /Sp SEE SHEETS 2-0 FOR GENERAL INSTALLATION METHODS. By FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. S)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS.SEE SHEETS 1 8.20. �� NV t..... �(� • • • • ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES,HOLES MAY BE DRILLED IN V s i THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 1&20. •12r 48° LENS P i FIGURE 3: 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT+ILLED z*r No,88708 •90 CONCRETE BLOCK UNIT(CAM SHALL CONFORM TO ASTM C .WOOD SHALL BE PRESSURE-TREATED 3280• • • • • YELLOW SOUTHERN PINE WITH AN SG OF Q66.ALUMINUM SHALL BE 6083-T5 AND BE A MINIMUM OF.126• - taltFolo�� KIJ THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.04r THICK(76 GAUGE}STRUCTURAL STEEL TO BE AT -O: Q • THE�MAT RIA<THICK AND/438.ALL ANCHOR INTO METAL SHAH EXTEND AT LEAST 3 BREW THREADS BEYOND L� O ., '"W �� •.,FLORID" ANGLE CLIP tFICoUItE81-3)MUST BE USED IN PAIRS. �'�.ss,/0NAy .; A.La MJJW't P.E. FL P.E.#68705 1. ° f- 1-1.000•-1 i--,xso°-I -( 1.000° 12b• .128• pp4 .128° .128' 2.760° 2 ITBD° .128° 3.1W 3.1tG" by 2.000° 2000° L 286•126° 376" 3�" 0° 126° Z i -f 7 o .goo• 1°X8003-7 ALUM ON 1°X2'X.376°MUWON 1°X2.78°X.378•MUWON 1°X2.TSX.880°MUWON 1•X3.126°Xb"MULLION 9.28"X3.188•X. "MUWON 1. °X2.11"X.128°MUWON i-TBALUM. 806346ALUN. (1063-TSALUM. 8083-TBALUM. 8083•TSALUM. 6083-TBAWK 8083-TBALUK a -2 XSECTION XSECTION X.4ECTION "ECTION X-SECTION XSECTION X-SECTION LU to ucLiP y 1.126° TABLE A N i STANDARD CLIP 1 eTAM. Dimension value(In) For Mullion: 2X8 ANGLE CLIP ?6003-TO ALUM. X-SECTION 2.000• I SECTION I 21 0083TOALUK A 1.826 2 Opp• XSECr10N B 2.654 1°XT X.126° .1 O 128• 1 I .12. C 0.898 Aluminum ¢ J r IL D 0 740 Tube Mullion V Q E .450 Min. A 1.128 N A L 8.500° 128° I.740° B 2.404 1°X2°X.378" SL cUr HERETO .376° -I C 0.836 Alwnhwm 376° 3128• --. CREATEF-CUP,SEE MIN. F- MIV. �-DETAIL F.SMEET4 ¢ MW. 8.000° .378°MIN. D 0.4� Tube Mullbn (! O ALUM. E 0.460 g � MOJ. 1 A A I E USECFORALLI°X2'AND A __ _ __ A 1.878,/'0' � B 3.000 1°X 2.76°°X .15 O.C. EFTS 88 0.312° C 0.787 .378 Aluminum ¢ '- 0.312" 0.228°TYP. TGPVIEW 3.000°MIN. D 1.118 Tube Mullion STANDARD CLIP 2X8 ANGLE CLIP E .460 Min. 8003.70 ALUM. 80113-78 ALUM. TOPVEW ¢ TOPVEW A 1.312 B &= 1 1X2.78X Aw 338°MIK U-CLIP TABLE B C 0.476 Aluminum 6083-76 ALUM. D 0.838 _ 1•X 3.128•X.60D° T�Mullion 8.800° ,376" MULLONLY.SHE'Y9 DOW Dimension(sheet#) Ptlt11'Part E .460 Wn. y�vritL FbmNe .375° MIN. T E TOPVIEW Murton Std.Clip OrmtCffp U-Ciip Angle Clip A 2000 noudr°BCade MIN. Acaepteri�No »D 2 b 1°X2°X.126°(13) 6M 8681138 6681116M 686243M 665511M B 2637 1°X3.126°X 16 1 1°XZ°X.37W(6) 8860w 6881148 6661i19M 6862448 68&f12M C 0.863 .600"Alum 1.18° Tube Mull MIN. ¢ 1"X2.76°X.37WM 688(!7 6881168 6861120M 068245M NU13M D 1.937 O.0 YYY E .46D MIn ttttlllf! 0.312' B .336°MIN. 1°X2.78°X.650°(8) 680116M SMI121M 8882488 886814M A 2.626 �� oNj,......,, 60113-78 UM. 1°X 3.12V X.6W(Q) 6=7M M1116M 6W1114M GM42M 866616M B &262 1.26°X 3.188° 1.WXa168•X.2W 126°X3.188°X.265°(12) 66641M 68011178 86811138 16M C 0.882 X.286°Alum D A MULL ONLY.SPIFFY 72 Tube MUD = * NO.68705 TOPVIEW 1.28°X2.11°X.126°(167 WM NIA NIA NIA 888617M D 1.782 ' C E NOTES E .450 Min. li 3Ji1 ?LU Irz OTSIET CLIP 2F ALUM. ' A 1.813 1�1°Alum X '.�O bbb TOpy�yy .740• 1)ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES.IF NEEDED, F HOLES MAY BE DRUM IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS MEET. Tube Mud ��SS/ ORtOP�� ;9 ONA- 2)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. A.LYNN StAILL�rc P.E. FL P.E.1i68705 740" �� • --i F-.125 p 4.000° 4.000' �r I 12V I 12 �Xn .125 2.0Mr �+ I .125 I I C L Z RL STANDARD CUP .125' UCLIP 125 8083-T8 ALUM. 8083-T8ALUM 2)(5 ANGLE CLIP .375 X-SECTION X.SECTION 8083.78 ALUM. X3ECTKbd W m T X 4•X.126' 1'X4°X.378• 6.600, � N MULLION MULLION 80-RECTION 80 41ECTION .375 3.125 �� .376' 8.000' .375' O xs�nON 2.es1• xaECnoN MIN. -� DETARF.SHEET4 MIN. e7 9,97T� 125 (� i 338° O 375 tu g- T' "``0.317 Oj MIN. O.31Y� MW. a I O.C. I � J P .125 I I -- F - Q 30' I F F -�---e ( 1Z I Mr BAY MULLION I 3 O I Q 2.71'MIN.O.0 Y 8083-T8 ALUM. I (BAY MULLS) X�CTION O Q 300•MIN.O.C. O T 0 14"X4"MULLS) � STANDARDCLIP LCUP 27(SANGLECLIP 8008-TB ALt1M. 8083.78 ALUM. 8083-T8 ALUM. SAW TOPVEW USED FOR ALL T TOPVIEW 1,8TI° .125 PVIEIN- TABLE C ro I 375' 378` Dimension VolueOR) For Mullion: MIN. F 3.087 1°X4'X.125 I —f�.128' 45o 1.15 I O 1.000 Aluramum MIN H 2.680 T�Mullion _ O.C. I 0.31Y F 3.187 1,X4,X.375 PROD*CTRSVI� 45*SAY 8083-T8 ALUM. I 3 Zg0° 2.2 60 I 3.0w O 0.767 Ahmdnum 41,X•SECTWN 2430 TilbB MUllien Q F 2.813 Bay Mu5 BY �} F 2.876 4V Bay Mu5.�`-�II G `�� "YNN 125' TABLE D `��O .... .745 Mull Dimension POT Part ( eetSj Mullion Std Clip Offset Clip U•Clip Angle Clip * No.58705 NOTES: 6083-76 ALUM, 17X4°X.125°(10) 69M 866111M 6851122M 6e8241M 888S16M � 1)ALL MULLION CLIPS MAYBE FACTORY MACHINED AND TOlryEW 1°X4°X.375"(11) 66810 �112M ON1123M B6242M 18M ^��1'•.� (l 3jEd 1 <t/� CONTAIN UNUSED HOLES.IF NEEDED,HOLES MAY BE DRUM IN ioT FLOR1OPr'�j? THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 30 Degree(10) 88848 WA WA WA 8885110M ��i�SS,•,.... •-_-...___... ...------.--- .._.___._. --. 45 Degree(17) 850 WA WA WA 6805111M TONAL 2)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. - A.LYFJI(1'P6 LWL P.E. FL P.E.#WM TABLE E of Mull Dlmondon POT Part (sheol>I� MuWon Std Clip U Cllp Angle Clip I �I h• 126° 2°X4"X.26'(13) 88802 588281M 888271M 88<�192M 2°X 8°X 28°(14) 6 04 6Ht�28'LM 888272M 8888113M F D CLI I "UP 2X6 ANGLE CUP 8083-u ALUM 60 3-U& M.OTES. ION 2126` I X•BECTION 2 XSECTION 1)ALL MULLION CLIPS MAY BE FACTORY MACHINED .126' 1 .126' 126° Q AND CONTAIN UNUSED HOLES.IF NEEDED,HOLES L I C, Z a MAY 8E DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 1 1.490°— T 6 2)SEE SHEETS 2-4 FOR GENERAL INSTALLATION 6600` METHODS. CUTHERE70 °t U 2.000° &600 CREATEF.". 8•�' DI , Ca .376' 'C I SEE DETAIL F. r_ 376' S7b' 9.000°MIN.O.C. MIN. 0 MM. BHEETa MIN. 0.22V. MIN. N I O + Q Z W �. 1.944' 0.31r � g 1.71G 2.888' O.C. F�::4.000° MIN.O.0 D. J .280° Y X 4•X26° --- -- 3.438" q i 3.498' q MULLION k-0.312- I 3 d 6083-TS ALUM. XSECTION I .37 z Q O O OC - MIN 6' 1 1 e3r MIN.O.C. Q 3 STANDARD CUP o_ 6A 6093-TO ALUM. 6083•T6Al�X TSALLIjM. TOPVIEW USED FORrX P TOPMEW 8.600' MULLION,SHEETIS CUTHEMTO TOPVIEW 378' 3'6� —� CREATEF W, 976° 8.000° MIN. r-:EE DETAIL P. �` 9.000• .378° SHEET4 MIN• 0.226° MIN. 0 .376° i 1 1.796° 1.994° 0.31r- MIN.O.C. I O.C. \1�,,,,,), + O I O 1M� PRODUCTREVIB® ae wmpSylog wlth tlreFlmida %ly !0.392'q -—- i - 4-�6.438' 5ABr 7111111 rx e°x 26• p I O �.` pOY.. .... �(( �•, MULLION 8063T8ALUM. `.``'��.'JC>✓NSF •*'� XSECTION Rs O .376° _ No.58705 0.697°MIN.O.C. O MIN. , . a 11 TA OF 1 ` zcr 2820 u cLm :O'A`F .Ftorxo,.P ��= 0083-T ALUK 6083TBALUM. 2X6 ANGLE CLIP ��'/SS ONA� 8063•TBALUM USED FOR rXW 8063-TB ALUM y/itttt�� TOP VIEW MULLION,SHEET 14 TOPVIEW A.LYNN MILLER,P.E. TOPMEW FL P.E.#68706 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+60.OM.0 PER NOANCHM IN HEAD 1)INITIALLY ASSUMING THAT A 1•WIDE MULLION IS SUITABLE.THE MULLION LENGTH IS 72'AND THE OPENING WIDTH IS 3T+32+1°=W.REFERENCING SHEET 22,THE COLUMN USING --i RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WNDOW FRAME DEPTH OF 2-114°AND WILL MEET OR EXCEED THE REQUIRED 2i�S DESIGN PRESSURE OF+00.01-MO PER IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. 11 te FROM TABLE 3A,SHEET 7,THE 1'X 2.78•X.370'MULLION(LENGTH=7Y,OPENING WIDTH= SEE (LE T(')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+ld8.3 PSF AND WOULD PEMEBIRAT�1 ��' NOT BE SUITABLE FOR THIS APPLICATION. g d PRODUCT'S a#fEE'f8 Y APPROVAL 23 FROM TABLE 4A,SHEET 8,THE 1"X 2.78`X.880'MULLION(LENGTH=7Y,OPENING WIDTH=70')HAS A DESIGN PRESSURE OF+1.77-7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE MILLION OPENING AND MAY BE USED N THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 038 LB& LD PH 2)USE TASLE 4B TO FWD THE ANCHOR TYPE.ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE BOTH THE STANDARD CLIP WITH(4)312 ANCHORS AND THE 2X8 % 1f ANGLE CLIPS WITH(4)012 ANCHORS HAVE A CAPACITY OF 840 LOS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL � N 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL StD:ET8 APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE r 23 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULUON. m IN THIS EX AMPLE,THE DESIGN PRESSURE REQUIRED WAS+1-80.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 727 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY, W N�W: THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 00 PSF- MULL I AtY�17H (60 PSF)X{M BS =024.5 LBS (MAYBE USED TO QUALIFY*10 STEEL SCREWS FROM TABLE 4B) THE BUILDING SUBSTRATE IS KNOWN TO SS CMU ON THE JAMES AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2-W.THE OPENING REQUIRES A g DESIGN PRESSURE OF+80.0f4&0 PSF. § SSS FOR THE VERTICAL MULLION: r 1)INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SUITAB.E,THE MULLION LENGTH IS 32+72+1-lW AND THE OPENING WIDTH B 3°+x°+1°=73'.REFERENCING SHEET 22. THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT ISAT LEAST THE WINDOW FRAME DEPTH OF 24V AND WILL EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+SOJOR00.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. N HJ�LI bI1LL WmrH FROM TABLE 3A,SHEET 7,THE 1'X 2,76 X.376°MULLION(LENGTH=108',OPENING WIDTH= n �+-- AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. 80°}MEETS THE DEPTH REQUIRED.HOWEVER THE DESIGN PRESSURE t3+h18.1 PSF FROM TABLE SA,SHEET SEE FOR TFOe OPENING AND MAYBE usEO INuCd�71QN.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 DESIGN PRESSURE OF+184.7 PSF WHICH EXCEEDS THE REQUIREMENTS 4 WE DETAILS. PENESTRAININ SHEETS BECAUSE IT LR NOW KNOWN THAT THE MULLION WILL ADD 2'TO THE WIDTH OF THE MULLED UNIT.THE ADJUSTED OPENING WIDTH IS 38°+36`+2'=74°,NOT 77 AS PREVIOUSLY PRODUCTS OVAL ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAYBE REDUCED TO MAINTAIN APPROVAL,, 73'DIMENSION(33.1/2'+36.12'+2=73y I 2)USE TABLE OB TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE IN THIS EXAN�LE,ASSUME THE POURED MULLION _ SEE _ a CONCRETE HEADER AND SILL ARE S'WIDE.IF THE MULLION CUP WERE TO BE CENTERED WITHIN THE 6',CARE MUST'BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE LENGTH BFB USING THE STANDARD CLIP WITH(8)3118'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-112'GIVES AN ANCHOR CAPACITY OF 103 Los WHICH IS GREATER,AND N pETAUA DSIAn.E THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF071UI& OPENING SHEETS 23 SHW 3 FOR THE HORIZONTAL MULLIONS: HEKW FCA BECAUSE THE VERTICAL MULL WILL BE A 2°X C X 200'MULLION,IN TICS EXAMPLE WE WILL MATCH THE HORIZONTAL.AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER NM MULLION TYPE COULD BE CHOSEN. ODUCT REVISED 1)THE MULLION LENGTH B 36'AND THE OPENING HEIGHT IS 32'+72°+2°-108°.REFERENCING SHEE 22,THE COLUMN USING TRAPEZOIDAUTRIAMGU AR LOADING MAYBE b T USED.FROM TABLE 8A,SHEET 13,THE 2'X 4"X.200°MULLION(@ LENGTH=42*,OPENING HEIGHT=120)HAS A DESIGN PRESSURE OF+1170.0 PSF WHICH EXCEEDS THE N REQUIREMENTS FOR THE OPENING AND MAYBE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 621 LBS. SEE GETAILA 2)USE TABLE 913 TO FIND THE ANCHOR TYPE.ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE 8' SHEETS WIDE.IF THE MULLION CUP WERE TO BE CENTERED WITHIN THE 8',CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE USING THE 2X8 ANGLE CUPS WITH 23 (4)MW ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1'GIVES AN ANCHOR CAPACITY OF 840 LES WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED }1 t 1 I I!1 t ANCHOR CAPACITY OF 521LBS. t�31t;HORR. I 30',HOIS2. �i CPFNM t>?NOiH� 4)FOR THE U•CLIP IN THE HORIZONTAL 6AULLK)N TO VERTICAL MUUJON.USE THE SAME ANCHOR CAPACITY OF 821 LOS.TABLE 68 FOR THE U-CUP SHOWS THE ANCHOR CAPACITY IS 1074 L13S WHEN USING 3 ANCHORS.WHICH B GREATER,AND THEREFORE SUITABLE.FOR THE REQUIRED ANCHOR CAPACITY REQUIREME NT OF 021 LSE.THE VYm1'H FOR VSR'RCAL MULL. ANCHOR TYPE IS A 012 STEEL SCREW. No 88705 FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: +1.64.7 PSF FROM THE VERTICAL MULLION: +1-170.0 PSF FROM THE W HORIZONTAL MULLION ATTA A p y +/-170.0 PSF FROM THE 38'HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION} pp•. S THE LOWEST DESIGN PRESSURE IS+184.7 PSF AND MOULD APPLY TO ALL THE MULLIONS. %T�•,,FLp�gA��G, VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS FENESTRATION ��ss'�OWAL PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A.LYNN�CiIIti'LLK P.E. SUBSTRATES ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE AND FENESTRATION PRODUCTS TO MULLION. FL P.E#!36708 ..I_ , _1 C •.• C .5- r ------------- �ql!� I - ,'�„ // i i ... - ♦ 1 -- _..� =-- _- I-~__m _..-=~ICI II _ I ----------- Kill VZO W. 1,.