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HomeMy WebLinkAboutPA FL17419.1_R5_AE_ES-16-63-CIWSPRING ADJUSTOR STOPPERS GUIDE ASSEMBLY HOOD #24 GA, (0.0219 MIN.) GALVANIZED OR HOOD SUPPORT, WHEN REQUIRED STAINLESS STEEL o � � a OilD 2 D �o la a 5 0 D a a a iD a •a 0 0 3 o D GUIDE SETBACK VARIES Y2" STANDARD OPENING WIDTH 40'-5" MAX. DISTANCE BETWEEN GUIDES (D.B.G.) REFERENCE CHARTS i OVERALL DOOR ASSEMBLY 1:32 SCALE �SLAT BRACKET 5(6)GUIDE ASSEMBLY BOTTOM BAR EXISTING STRUCTURE GUIDE SETBACK VARIES %"STANDARD L`TR REVISION DATE BY E.C.D. ORIGINAL ISSUE 10110l14 TJE 1615 A REMOVED SPECIFIC ENDLOCK, ADD INNER ANGLE NOTE 12/11/17 CJR 1663 B REVISED BOTTOM BAR DETAIL; HOOD SUPPORT UPDATE 02/19/20 MAN 2027 ROLL -UP MECHANISM NOT INCLUDED IN THIS APPROVAL. MUST BE CERTIFIED BY AN INDEPENDENT TESTING AGENCY IF REQUIRED. OPERATION: PUSH-UP CHAIN @ (SHOWN) CRANK MOTOR + E E� i l 0 i i ■ i I • I j I i ■ i i ■ o i lJ • ■ EXISTING STRUCTURE z C7 �' W ❑ zJ [� W �m Li Z J W � a_ p CL' W Q W W � J U NOTE: WIND LOADS SPECIFIED IN TABLES ARE ACCEPTABLE FOR ANY C.O.H.. FOR GREATER THAN 30 FT, C.D.H., MOUNTING CONDITIONS SHALL BE DETERMINED ON A SITE SPECIFIC BASIS. BACK COVER MIN. 0.0220 O SLAT DETAIL TYPICAL SECTION ASTM A653 HSLAS TYPE B GRADE 40 G40 OR ASTM A653 HSLAS TYPE A GRADE 40 G40 OR ASTM A653 STRUCTURAL STEEL GRADE 40 G40 OR TYPE 304 STAINLESS STEEL (MIN. YIELD 40,000 psi) OR TYPE 316 STAINLESS STEEL (MIN. YIELD 40,000 psi) OR TYPE 430 STAINLESS STEEL (MIN. YIELD 4 0, 000 psi) OR TYPE 201 STAINLESS STEEL (MIN. YIELD 4 0, 000 psi) FULL SCALE 24 ELMWOOD AVE 1901 S. LFFCHFIELD RD Unless otherwise specified, MOUNTAINTOP, PA GOODYEAR, AZ dimensions are in inches & tolerances are: CO EIEL InnovatIve dow W,tk,"r P= 800.233,8366 0.000 - +!- 0.031 F: 800.526.0841 FRACTIONAL = +1- 1132 E: ADS@CORNELLIRON.COM ANGLES = +!- 112 DEG TITLE: WIND LOAD CONFIGURATION DRAWN BY: �SlZE: SCALE: SHEET: TJE B 5 NOTED 1140 INSULATED ROLLING STEEL DOOR DWG NO: CP00011CP6651 SLAT IMPACT RATED ES-16-63-CIW LTR I REVISION DATE I BY I E.C.O. FRONT SLAT MIN 0.0220 STANDARD BOTTOM BAR CONSTRUCTION ORIGINAL ISSUE 10/10/14 TJE IBIS q REMOVED SPECIFIC ENDLOCK, ADD INNER ANGLE NOTE 12I11/17 CJR 1663 B I REVISED BOTTOM BAR DETAIL; HOOD SUPPORT UPDATE 02/19/20 1 MAN 1 2027 EXTRUDED GENERAL NOTES: ALUMINUM PROFILE 1. THESE PRODUCT EVALUATION DOCUMENTS REPRESENT A ROLL -UP DOOR ASSEMBLY DESIGNED AND TESTED IN ACCORDANCE WITH THE STANDARD BUILDING CODE, THE INTERNATIONAL BUILDING CODE, AND THE FLORIDA BUILDING CODE. 2. THIS ROLL -UP DOOR HAS BEEN TESTED FOR UNIFORM STATIC PRESSURE, IMPACT AND FATIGUE RESISTANCE IN ACCORDANCE WITH THE FBC TEST PROTOCOLS FOR HIGH VELOCITY HURRICANE ZONES TAB 201, TAB 202, AND TAB 203. 3. A 33% INCREASE IN ALLOWABLE STRESS HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. . URETHANE OR MINERAL WOOL INSULATION C) O BOTTOM BAR DETAIL TYPICAL SECTION FULL SCALE (2) 2 x 2 ASTM A36 STEEL OR STAINLESS STEEL 1/8" THICK THRU 21'-5" D.B.G. 3/16" THICK OVER 21'-5" D.B.G. OPTIONS: WEATHERING (SHOWN) OR SENSING EDGE OPTIONS: WEATHERING (SHOWN) 4. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING NAND VELOCITY. 5. THESE PRODUCT EVALUATION DOCUMENTS ARE PREPARED BY THE PRODUCT ENGINEER AND ARE GENERIC. THEY DO NOT INCLUDE INFORMATION PREPARED FOR A SPECIFIC SITE. 6. THESE PRODUCT EVALUATION DOCUMENTS ARE NOT VALID FOR PERMIT WITHOUT ORIGINAL SIGNATURE, DATE AND EMBOSSED SEAL ON EACH PERMIT COPY, WHETHER OR NOT A MASTER APPROVAL DOCUMENT IS ON FILE WITH A MUNICIPALITY OR OTHER GOVERNING AGENCY. 7. THESE PRODUCT EVALUATION DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THE EXISTING STRUCTURE IS CAPABLE OF SUPPORTING THE SUPERIMPOSED LOADS Vx & Vy ON THE JAMBS OF THE DOOR. 8. ALTERATIONS OR ADDITIONS TO THIS DOCUMENT ARE NOT PERMITTED. 9. WHEN THE SITE CONDITIONS DEVIATE FROM THESE PRODUCT EVALUATION DOCUMENTS, SITE SPECIFIC DOCUMENTS SHALL BE PREPARED BY A DULY LICENSED AND REGISTERED ENGINEER OR ARCHITECT. OR SENSING EDGE 10. IF THE DEVIATING SITE SPECIFIC DOCUMENTS ARE PREPARED BY A DELEGATED REGISTERED ENGINEER OR ARCHITECT, SAID DOCUMENTS SHALL BEAR OPTIONAL BOTTOM THE DATE, SIGNATURE, AND EMBOSSED SEAL OF THE DELEGATED ENGINEER OR ARCHITECT AND SHALL BE SUBMITTED TO THE PROJECT ENGINEER FOR 1 I BAR CONSTRUCTION REVIEW. uo ® BOTTOM BAR DETAIL TYPICAL SECTION FULL SCALE 11. ALL BOLTS AND WASHERS SHALL BE GALVANIZED STEEL, PLATED STEEL, OR STAINLESS STEEL 12. ALL WINDLOCK RIVETS SHALL BE 1/4" STEEL RIVETS IFI GRADE 30 WITH A MINIMUM TENSILE STRENGTH OF 1,850 Lbs., AND SHEAR STRENGTH OF 2,400 Ys-16 x V SAE GR.8 Lbs., U.O.N.. RIVETS TO BE INSTALLED IN ALL NANDLOCK HOLES. OR EQUIVALENT 13. ENDLOCKSAAANDLOCKS SHALL BE CAST MALLEABLE IRON TYPE 32510 PER ASTM A47 OR CAST DUCTILE IRON PER ASTM A536 GRADE 65-45-12. HEX HEAD BOLT AND NUT14. ALL WELDING SHALL BE PERFORMED BY QUALIFIED WELDERS IN ACCORDANCE WITH A.W.S. SPECIFICATIONS, LATEST EDITION. ALL WELDING AT IWON CENTER ELECTRODES SHALL CONFORM TO A.W.S. A5.1 GRADE E-70. MINIMUM WELDING PROCESSES SHALL BE ARC WELDING A.W.S. E7014 OR MIG WELDING A.W.S. ER70S-6. 15. ANCHOR NOTES: A. EMBEDMENT LENGTH DOES NOT INCLUDE STUCCO FINISH. B. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. C. ANCHOR CAPACITY FOR THIS ROLL -UP DOOR IS BASED ON MIN. 3,000 P.S.I. CONCRETE EXCEPT WHERE NOTED.. D. FOR MINIMUM EMBEDMENT AND MINIMUM EDGE DISTANCE, REFER TO TABLES. 16. DOOR MAY BE INSTALLED ON THE INSIDE OR OUTSIDE OF AN EXTERIOR WALL 17. ALL SHAPES USED FOR GUIDE ASSEMBLIES MUST CONFORM TO ASTM A36 FOR STEEL OR ASTM A276 FOR TYPES 304 OR 316 WITH A MINIMUM 36 KSI YIELD STRENGTH 18. ALL INNER ANG(rt~TYCKNESSES IN THIS EVALUATION ARE LISTED AS MINIMUM VALUES. THICKER ANGLES MAY BE SUPPLIED FOR THE INNER ANGLE IF REQUIRED BY OT�F//EER STING ANGENCIES. 24 ELMWOOD AVE 1901 S. LITCHFIELD RDI Unless°therwise specified, MOUNTAINTOP, PA GOODYEAR, AZ I dimensions are in inches & tolerances are: ° 58299,�.G� �moratlrs 4oarrr°hrtlonC P: 800.233.8366 0.000=+/-0.031 F: 800.526.0841 FRACTIONAL =+/- 1/32 •S/2p '�_ E: ADS@CORNELLIRON.COM ANGLES =+/-1/2 DEG STATE OF 0� TITLE: WIND LOAD CONFIGURATION DRAWN BY: SIZE: SCALE: SHEE TJE B S NOTE 2/41 4. INSULATED ROLLING STEEL DOOR IDWG NO: SLAT IMPACT RATED EXISTING MASONRY STRUCTURE EXISTING STUCCO FINISH ENDLOCK/ry EXISTING STEEL STRUCTURE ENDLOCK/ LTR REVISION DATE I BY E.C.O. " ORIGINAL ISSUE 10/10/14 TJE 1615 A REMOVED SPECIFIC ENDLOCK, ADD INNER ANGLE NOTE 12/11/17 CJR 1863 B REVISED BOTTOM BAR DETAIL; HOOD SUPPORT UPDATE 02/19/20 MAN 2027 VVINULUUM1 VVIIVULUUM1 FOR WALL AND ASSEMBLY WINDLOCK WINDLOCKfSETHACK FASTENER SELECTION REF. FLAT FLATTABLES BASED ON THE FOR WALL AND ASSEMBLY SPECIFIC INSTALLATION FASTENER SELECTION REF. USE MINIMUM SAE GR 8 OR TABLES BASED ON THE EQUIVALENT STRENGTH HARDWARE SPECIFIC INSTALLATION WINDLOCK FLATUNLESS OTHERWISE NOTE WINDLOCK FLAT USE MINIMUM SAE GR 8 OR LOCATION ON INNER ANGLE LOCATION ON INNER ANGLEEQUIVALENT STRENGTH HARDWARE UNLESS OTHERWISE NOTED (REF. TABLES) 316 (REF. TABLES) E ASSEMBLY SLIP GUIDEASSEMBLY GUIDE SETBACK OPENING WIDTH OPENINGWIDTH VARIES.0"MIN 1/2" STANDARD 40'-5" MAX. D.B.G. 40'-5" MAX. D.B.G. - NOTE: THROUGH BOLTING TO FILLED BLOCK REQUIRES THE USE OF 1/4" THICK STEEL OR STAINLESS STEEL CRUSH PLATE W5 GUIDEASSEMBLY CONC TE & MASONRY STRUCTURE (Z-GUIDE) © GUIDEASSEMBLY NOTE: STEELSTRUCTURE (Z-GUIDE OR E-GUIDE) 1. Vx & Vy ARE HORIZ. AND VERT. COMPONENTS OF THE REACTION, RESPECTIVELY, RESULTING FROM WIND LOADS ON THE ROLL -UP DOOR. THE EXISTING STRUCTURE SHALL BE CAPABLE OF RESISTING Vx & Vy FORCES SHOWN AND THE CORRESPONDING REACTIONS DUE TO THE ECCENTRICITIES OF THE FORCES. SUPERIMPOSED LOAD DIAGRAM SCALE: 3" = V-0" ��."• RIC/� ��. 24 ELMWOOD AVE 1901 S. LITCHHELD I ���`QdLa• •• F .� MOUNTAINTOP, PA GOODYEAR, AZ CO ELL y' 58299 •`m.G P: 800.233.8366 Imlovathre tloar solldloni F: 800.526.0841 F • STATE • 0: E: ADS@CORNELLIRON.COM O :• OF - /4: TITLE: DRAWN Bl %,Fyi•�OgIO �t'�� WIND LOAD CONFIGURATION �TJ "',"0NA"181111'IENG `�` INSULATED ROLLING STEEL DOOR p NGE CP0001/CP0651 SLAT IMPACT RATED E Unless otherwise specified, dimensions are in inches & tolerances are: 0.000 = +/- 0.031 FRACTIONAL = +/-1/32 ANGLES = +/-1/2 DEG 16-63-CIW : 2 W97' DATE I BY I E.C.O. 0.188 0.219 0.94594 I 1,000 0.625 SYMMETRIC{ IABOUTi L1.000 0.531 2.000 ` I ORIGINAL ISSUE 10/10/14 TJE 1615 A REMOVED SPECIFIC ENDLOCK, ADD INNER ANGLE NOTE IMI1/17 CJR 1663 B REVISED BOTTOM BAR DETAIL; HOOD SUPPORT UPDATE 02/19/20 MAN 2027 { h 0.219 J 0.188 0.594 SYMMETRICAL —' '-- ABOUT[ --L-10 0.531 0.313 1.000 0.552 2.000 —{ i 0.156 0.188 0Alll 0.438 —1 1.000 1- _ --. —1 0.986 F- 1 0.625 _ SYMMETRICAL 2.000 T + ABOUT c 1.000 0.327 0.563 (D CP0630 ENDLOCK / WINDLOCK DETAIL ® CP0647 W INDLOCK DETAIL 0 CP0629 ENDLOCK / WINDLOCK DETAIL CAST MALLEABLE IRON ASTM A47, GRADE 32510, OR CAST MALLEABLE IRON ASTM A47, GRADE 32510, OR CAST MALLEABLE IRON ASTM A47, GRADE 32510, OR DUCTILE IRON PER ASTM A536 GRADE 6545-12, GALVANIZED IN ACCORDANCE WITH DUCTILE IRON PER ASTM A536 GRADE 65-45-12, GALVANIZED IN DUCTILE IRON PER ASTM A536 GRADE 65-45-12, GALVANIZED IN ACCORDANCE WITH ASTM A123, GRADE 85 ZINC -COATING ACCORDANCE WITH ASTM Al 23, GRADE 85 ZINC -COATING ASTM A123, GRADE 85 ZINC -COATING V2 SCALE 112 SCALE 1/2 SCALE r7_ /No 58299 " it '13% STATE OF •� i�p ss BONA; E?`w�` 24 ELMWOOD AVE 1901 S. LITCHFIELDF MOUNTAINTOP, PA GOODYEAR, AZ P: 800.233.8366 F: 800.526.0841 E: ADSCQCORN - WIND LOAD CONFIGURATION INSULATED ROLLING STEEL DOOR :P0001/CP0651 SLAT IMPACT RATED Unless otherwise specified, dimensions are in inches & tolerances are: 0.000 = +/- 0.031 FRACTIONAL = +/-1/32 ANGLES = +/-1 /2 DEG 16-63-CIW DEAD LOAD (CURTAIN, SHAFT, HOOD, BRACKETS AND MOTOR IF PREBEND O FOR "WALL ANGLE" TO WALL CONNECTION, REF. TABLE BASED ON THE SPECIFIC INSTALLATION. USE AT LEAST ONE FASTENER OR WELD AT THE INDICATED LOCATIONS. C N WIDTH = COIL DIMENSION PACKOFF NOTE: 1. WHEN MOTOR IS PROVIDED, HEIGHT OR WIDTH DIMENSION MAY INCREASE UP TO 2-1/2" BASED ON MOTOR LOCATION. WHEN AN 8" DIAMETER OR LARGER SHAFT ASSEMBLY IS PROVIDED, HEIGHT DIMENSION INCREASES BY 2". LTR REVISION DATE I BY I E.C.O. ORIGINAL ISSUE 10/10/14 TJE 1615 A REMOVED SPECIFIC ENDLOCK, ADD INNER ANGLE NOTE 12/11/17 CJR 1663 B REVISED BOTTOM BAR DETAIL; HOOD SUPPORT UPDATE 02/19/20 MAN 2027 FINISHED HEX NUT WASHER NOTE: 1. STANDARD BRACKET MOUNTING DETAIL IS DEPICTED, OTHER MOUNTINGS ARE AVAILABLE �PT ICK r1" 24 ELMWOOD AVE 1901 S. LITCHFIELD RO Unless otherwise specified, MOUNTAINTOP, PA GOODYEAR, AZ dimensions are in inches 8 N .Fy tolerances are: 50299CO"ELL P: 800.233.8366 0.000=0.031- *: :* F: 800.526.0841 FRACTIONAL = +/- 1132 q : ' ir' E: ADS@CORNELLIRON.COM ANGLES=+/-1/2 DEG 9�: STATE OF �� TITLE: DRAWN BY: SIZE: SCALE: SHEET: %,�F <oa aP`��`?F WIND LOAD CONFIGURATION TJE B SNOTE 5/40 SS/ONA' EP``` INSULATED ROLLING STEEL DOOR DWGNO: CP0001/CP0651 SLAT IMPACT RATED I ES-16-63-CIW 12-13 x 1 Carriage Bolt Grade 5 or Equivalent 1/2" Flat washer 1/2A3 Finished Hex Nut 12-13 x 1-1/2" Carriage Bolt Grade 5 or Equivalent 12" Flat washer 12-13 Finished Hex Nut —I 1.000" 1/2-13 x 1-12" �— Carriage Bolt Grade 5 or Equivalent 1.000" 112" Flat washer e 112-13 Finished Hex Nut 13.000" THRU 6"0 SHAFT ASSEMBLY 14" THRU 16" COIL DIMENSION MIN. THICKNESS 0.172" ASTM A36 OR ASTM A480 STAINLESS STEEL, TYPES 304 OR 316. MINIMUM 36 KSI YIELD STRENGTH SCALE: 1-12" = 1'-0" Carriage x 1-1 I Cardage Balt Grade 5 or Equivalent 12" Flat washer 1/2-13 Finished Hex Nut Carriage x 1 Bolt Caniage Bolt Grade 5 or Equivalent 12" Flat washer 12-13 Finished Hex Nut NOTE: WHEN A 8"0 OR LARGER SHAFT ASSEMBLY IS PROVIDED, THERE IS A 2" EXTENSION ON THE BOTTOM OF THE BRACKET. 2.000" J (SEE NOTE) LTR I REVISION DATE I BY 1 E.C.O. ORIGINAL ISSUE 10/10/14 TJE 1615 A REMOVED SPECIFIC ENDLOCK, ADD INNER ANGLE NOTE 12/11/17 CJR 1863 B REVISED BOTTOM BAR DETAIL; HOOD SUPPORT UPDATE 02/19/20 MAN 2027 12-13x1 Carriage Bolt Grade 5 or Equivalent 1/2" Flat washer 1/2-13 Finished Hex Nut Carriage Bolt Grade 5 or Equivalent 112" Flat washer 1/2-13 Finished Hex Nut 12-13 x 1-1 It Carriage Bolt Grade 5 or Equivalent 1/2" Flat washer 112-13 Finished Hex Nut Carriage x 1-1 /2" Cardage Bolt Grade 5 or Equivalent 1/2" Flat washer 1/2-13 Finished Hex Nut 12"0 SHAFT ASSEMBLY 17" AND LARGER COIL DIMENSION MIN. THICKNESS 0.240" ASTM A36 OR ASTM A480 STAINLESS STEEL TYPES 304 OR 316. MINIMUM 36 KSI YIELD STRENGTH SCALE: 1-12" = T-0" 24 ELMWOOD AVE 1901 S. LITCHFIEID RDI Unless otherwise specified, MOUNTAINTOP, PA GOODYEAR, AZ I dimensions are in inches & tolerances are: •; 'Job 56299 �� rr�"" P: 800.233.8366 S{/'/// Innwatlretloa F: 600.526.0841 O'• TAT �:.¢: E: ADS@CORNELLIROh �S'OF . O R ID P•a�4c,' TITLE: WIND LOAD CONFIGURATION ';S/NA'rENG0% INSULATED ROLLING STEEL DOOR CP0001/CP0651 SLAT IMPACT RATED 0.000 = +/- 0.031 FRACTIONAL = +/-1 /32 ANGLES=+/-1/2 DEG TJE I B ES-16-63-CI W DIRECTION FOI STEEL STRUCTUR 5 3/4 3 4 21/2 4W1.12 4 3/4 2 PACKOFF� 41/4 1 11/2 2.750T PACKOFF1 A 1 OPTIONAL WEATHERIN( C WALL c WALL 4STENER DIRECTION FOR MASONRY STRUCTURE , /_ OPTIONAL FOR STEEL STRUCTURE WALL 4" x 31 /2" x 1/4" OUTER 3 1/2" x 3" x 1/4" 3" x 2" x 3/16' GUIDE ASSEMBLY TYPE 344• (NON-NANDLOCK) SCALE: 3" = V-0" DIRECTION FOR STEEL STRUCTURE \ i WALL FASTENE 5 314 213116 51/4 25/16 4 3/4 1'3/16 4 114 1 5/16 PACKOFF I A OPTIONAL c WALL 4STENER DIRECTION FOR MASONRY STRUCTURE OPTIONAL FOR STEEL STRUCTURE .CKOFF 11.125 `ASSEMBLY FASTENER 2'9�—F- 1.563 WALL 4"x31/2"x1/4" OUTER 3112" x 3" x 1 /4" JEATHERING INNER 3" x 2" x 3116" 1-REFERENCE TABLES WINDLOCK FLAT 318" x 3K' FOR PITCH (SPACING) GUIDE ASSEMBLY TYPE 344 SCALE: 3" = V-0" LTR I REVISION DATE 1 BY E.C.O. " ORIGINAL ISSUE 10/10/14 TJE 1615 A REMOVED SPECIFIC ENDLOCK, ADD INNER ANGLE NOTE 12/11117 CJR 1663 B REVISED BOTTOM BAR DETAIL; HOOD SUPPORT UPDATE 02119/20 MAN 2027 DIRECTION FOR STEEL STRUCTURE 1 f WALL 2.813 [ WALL FASTENER DIRECTION FOR MASONRY STRUCTURE 2.813—� 7 OPTIONAL FOR STEEL STRUCTURE PACKOFF 11.500 ASSEMBLY FASTENER 3.313 1.563 WALL 4" x 4" x 5/16" OPTIONAL WEATHERING OUTER 4" x 4" x INNER 3 i/2" x 2 1/2" z 1/4" 1// 1-REFERENCE TABLES WINDLOCK FLAT 3/8" x 314" FOR PITCH (SPACING) GUIDE ASSEMBLY TYPE 445 SCALE: 3" = V-0" DIRECTION FOR STEEL STRUCTURE l E WALL FASTENER PACKOFF 11.500 ASSEMBLY FASTENER 3.313 1.583 — WALL 4" x 4" x 318" OUTER 4" x 4" x 1/4" OPTIONAL WEATHERING INNER 3 1/2" x 21/2" x 1/4" 1-REFERENCE TABLES WINDLOCK FLAT 3/8" x 39' FOR PITCH (SPACING) GUIDE ASSEMBLY TYPE 446 SCALE: 3" = T-0" 5 314 27116 5114 115116 4 3/4 1 7/16 PACKOFF A c WALL iSTENER DIRECTION FOR MASONRY STRUCTURE 7- OPTIONAL FOR STEEL STRUCTURE STATE OF . (u: 40 'O�tCss; O R IV.-'* N ,,e"/ONAI�Ea.`� 5 314 27116 5 114 1 15/16 4 314 1 7/16 PACKOFF A 24 ELMWOOD AVE 1901 S. LITCHFIELD RD Unless otherwise specified, MOUNTAINTOP, PA GOODYEAR, AZ dimensions are in inches 8 CO ELL tolerances are: IrvpreUre doorega6nlC P: 800.233.8366 0.000=+/-0.031 F: 800.526.0841 FRACTIONAL = +/-1/32 E: ADS@CORNELLIRON.COM ANGLES = +/- 1/2 DEG TITLE: DRAWN BY: SIZE: SCALE: SHEET: WIND LOAD CONFIGURATION TJE B SNOTE 7/40 INSULATED ROLLING STEEL DOOR DWG NO: CP0001/CP0651 SLAT IMPACT RATED I ES-16-63-CIW DIRECTION STEEL STRUCI 5314 27/16 51/4 115116 43/4 17/16 RACKOFF A PACKOFF 1.500 3.313-t- 1.563 1 OPTIONAL WEATHERING - i WALL FASTENER i WALL FASTENER DIRECTION FOR MASONRY STRUCTURE I- 2.875 -{ OPTIONAL FOR STEEL STRUCTURE �2875-� IF � ASSEMBLY FASTENER WALL 4" x 4" x 3/8" OUTER *'x 4" x 1/4" -INNER 3 1/2" x 21/2" x 5/16" 1/40-REFERENCE TABLES L WINDLOCK FLAT 3/8" x 3/4" FOR PITCH (SPACING) GUIDE ASSEMBLY TYPE 546 SCALE: 3" = V-0" DIRECTION FOR STEELSTRUCTURE� i WALL FASTENER i WALL FASTENER DIRECTION FOR MASONRY STRUCTURE —3.2507-I _ `OPTIONAL FOR STEEL STRUCTURE - rT J- 2.437 5.750 1.500 ASSEMBLY FASTENER 3.313 WALL 5" x 5" x 1/2" 1.563 OPTIONAL WEATHERING OUTER 4" x 4" x 1 /4" INNER 4"x3"x3/8" 1/4 1-REFERENCE TABLES WINDLOCK FLAT 3/8"x3/4" FOR PITCH (SPACING) GUIDE ASSEMBLY TYPE 648 SCALE: 3" = T-0" LTR I REVISION DATE I BY I E.C.O. ' ORIGINAL ISSUE 10/10/14 TJE 1615 A REMOVED SPECIFIC ENDLOCK, ADD INNER ANGLE NOTE 12/11/17 CJR 1663 B REVISED BOTTOM BAR DETAIL; HOOD SUPPORT UPDATE 02/19/20 MAN 2027 DIRECTION FOR i WALL STEEL STRUCTURE l FASTENER i WALL \ FASTENER DIRECTION FOR MASONRY STRUCTURE I-3.2507I 3.250—{ OPTIONAL FOR STEEL STRUCTURE 5.10 2.4374TABLES 1ASSEMBLY FASTENER 3.313WALL 5" x 5" x 1 /2" 1 OUTER 4" x 4" x 14' OPTIONAL WEATHERINER 4" x 3" x 5/16" 114 1-REFEREDLOCK FLAT 3/8" x 34' FOR PITCH (SPACING) GUIDE ASSEMBLY TYPE 548 SCALE: 3" = V-0" DIRECTION FOR STEELSTRUCTUREA i WALL FASTENER 5 3/4 213/16 5114 25/i6 4 3/4 1 13/18 41/4 15/16 PACKOF i WALL FASTENED DIRECTION FOR MASONRY STRUCTURE / 2.500 -{ OPTIONAL FOR STEEL STRUCTURE F1 A II A PACKOFF 1.125 ASSEMBLY FASTENER 2.9387- WALL 4" x 31/2" x 1/4" 1.563 OUTER 3 1/2" x 3" x 114" OPTIONAL WEATHERING INNER 3" x 2" x 3116' 1/4 1-12 WINDLOCK FLAT 3/8" x 314" GUIDE ASSEMBLY TYPE DC1 SCALE: 3" = T-0" 24 ELMWOOD AVE 1901 S. LITCHFIELD RD Unless othervose specified, MOUNTAINTOP, PA GOODYEAR, AZ dimensions are in inches & tolerances are: 0 5829 f; le�iYe dwsqudonC ,a.P: 600.233.8386 0.000 = +/- 0.031 ' = F: 800.526.0841 FRACTIONAL=+/-1/32 '0% STATE OF .:4U E: ADS@CORNELLIRON.COM ANGLES=+/- 112 DEG T --. 0 P,f`��: TITLE: DRAWN BY: SIZE: SCALE: SHEET: WIND LOAD CONFIGURATION TJE B SNTTE 8/40 INSULATED ROLLING STEEL DOOR DWG NO: CP0001/CP0651 SLAT IMPACT RATED ES-16-63-CIW UTR I REVISION DATE I BY I E.C.O. ' ORIGINAL ISSUE 10/10/14 TJE 1615 DIRECTION FOR STEELSTRUCTURE L WALL A REMOVED SPECIFIC ENDLOCK, ADD INNER ANGLE NOTE 12/11/17 CJR 1663 FASTENER c WALL B REVISED BOTTOM BAR DETAIL; HOOD SUPPORT UPDATE 02/19/20 MAN 2027 FASTENER DIRECTION FOR MASONRY STRUCTURE 3.250 3.250 � OPTIONAL FOR STEEL STRUCTURE —� J_ 2A37 5.750 1.500 ASSEMBLY FASTENER 3.313 WALL 5" x 5" x 1/2" 1.563 OPTIONAL WEATHERING OUTER 4" x 4" x U4" INNER 4" x 3" x 5/16" 1/4 1-6 WINDLOCK FLAT 3/8" x 3/4" GUIDE ASSEMBLY TYPE DC2 SCALE: 3" = V-0" DIRECTION FOR STEELSTRUCTURE 5. OPTIONAL WEATHERING - c WALL FASTENER I— 3.250 c WALL FASTENER DIRECTION FOR MASONRY STRUCTURE OPTIONAL FOR STEEL STRUCTURE ASSEMBLY FASTENER WALL S" x 5" x 1/2" OUTER 4" x 4" x 1/4" INNER 4"x3"x318" WINDLOCK FLAT 3/8" x 3/4" GUIDE ASSEMBLY TYPE DC3 SCALE: 3" = V-0" F3 BETWEEN JAMBS GUIDE UNREDUCED WIND FORCES ON BUILDING STRUCTURE (LBS / FOOT OF HEIGHT) BETWEEN JAMBS GUIDE (12'E" MAX. D.B.G.) POSITIVE NEGATIVE F1 I F2 I F3 F1 F2 1 F3 808 238 413 3058 2887 413 BUILDING DESIGNER NOTE. STRUCTURE MUST BE DESIGNEDTO SUPPORT F1, F2, ANC 3 FORCES (LBS.AFT. OF OPENING HEIGHT) AT EACH JAMB. EXISTING STEEL STRUCTURE OPENING WIDTH — SLIP _ 0.532 ,12'-5" MAX. 1/2-13 SAE GR. 5, SAE GR. 8, ASTM A325 OR A490 HE HEAD BOLT, Y-13 NUT AND y" HARDENED FLAT WASHERS AT 18" O.C. 1.750 MAX. STEELSTRUCTURE (BETWEEN JAMBS GUIDE) 3 AT J��,a • ;;T • C 24 ELMWOOD AVE 1901 S. LfiCHFlELD RD Unless otherwise specified, ZP;' �.� SF'•.�� MOUNTAINTOP, PA GOODYEAR, AZ dimensions are in inches 8 0 58299 •:tn1 ELL tolerances are: V: � hlrmvellvedmaapltlorld P: 800.233.8366 0.000=+/-0.031 F: 800,526.0841 FRACTIONAL = +/-1/32 p•, E: ADSQCORNELLIRON.COM ANGLES1/2 DEG I tc•'•....... O R 1�p'• ��� TITLE: DRAWN BY: SIZE: SCALE: SHEET: ...... o WIND LOAD CONFIGURATION TJE B SNOTE 9/40 INSULATED ROLLING STEEL DOOR DWG NO: +nnnn3� CP0001/CP0651 SLAT IMPACT RATED ES-16-63-CIW L-FR I REVISION I DATE I BY I E.C.O. COIL BRACKET PACKOFF 4x3xY4x6LONG ASTM A36 STEEL OR ASTM A276 STAINLESS STEEL TYPES 304 OR 316 COIL COIL I % WEDGE ANCHOR, NSION1 IL SLEEVE ANCHOR, OR j THRU BOLT FOR CONCRETE STRUCTURE %-16 x 1" HEX HEAD CAP SCREW OR WELD FOR STEEL STRUCTURE TYP. AT (2) SLOTS Y4 x 2 ASTM A36 STEEL OR ASTM A276 STAINLESS STEEL TYPES 304 OR 316 THRU 19" COIL % x 2 ASTM A36 STEEL OR ASTM A276 STAINLESS STEEL TYPES 304 OR 316 OVER 19" COIL ORIGINAL ISSUE 10/10/14 TJE 1815 A REMOVED SPECIFIC ENDLOCK, ADD INNER ANGLE NOTE 12111/17 CJR 1663 B REVISED BOTTOM BAR DETAIL; HOOD SUPPORT UPDATE 021l9/20 I MAN 2027 7GA X 26 LONG 1011STEEL WEDGE ANCHOR, SLEEVE ANCHOR, OR THRU BOLT FOR CONCRETE STRUCTURE 8-16 x 1" HEX HEAD AP SCREW OR WELD =OR STEEL STRUCTURE TYP. AT MINIMUM 2X DRILLED HOLES M4 SELF TAPPING 1EX HEAD CAP SCREW MID -HOOD SUPPORT MID -HOOD SUPPORT (WHEN REQUIRED) (WHEN REQUIRED) SQUARE STYLE DEPICTED, "D" SHAPE ALSO AVAILABLE "D" SHAPE DEPICTED, SQUARE STYLE ALSO AVAILABLE SCALE:NTS SCALE: NTS `o%`�a • 24 ELMWOOD AVE 1901 S. LITCHFIELD RD Unless otherwise specified, Q`�•: • \ •.•�� MOUNTAINTOP, PA GOODYEAR, AZ dimensions are in inches & •� 0 58299 •:mt� P: 800.233.8366 tolerances are: 0.000 = +/- 0.031 -01 tz� F: 800.526.0841 FRACTIONAL=+/-1132 19• STATE OF :/4: 141� E: ADS@CORNELLIRON.COM ANGLES =+/-112 DEG 4�,�`t•'c :,cn .............''; TITLE: WIND LOAD CONFIGURATION DRAWN BY: SIZE: SCALE: SHEET: �•,sS.r%%` TJE B SNOTE 10/4C INSULATED ROLLING STEEL DOOR DWG NO: CP0001/CP0651 SLAT IMPACT RATED I ES-16-63-CIW LTR REVISION DATE BY E.C.O. ' ORIGINAL ISSUE 10/16/14 TJE 1615 A REMOVED SPECIFIC ENDLOCK, ADD INNER ANGLE NOTE 12/11/17 CJR 1663 B REVISED BOTTOM BAR DETAIL; HOOD SUPPORT UPDATE 02/19/20 MAN 2027 040001/0sakil-0.0]%/0.0220 Minimum Thickness stMMutl ar BbMku Sad-alM fnncra a Minimum 3,000 Ki CanpressWe StrtnBta IMcle s are the same diameter as assembly asaenersl 0W llpTo Wmapck Flat location Slip Wntlbck Guitle gssembty, Wndlack WNtl Yk,, Assembly Fastener Diameter AssoMty listener Spacin8 NIMNwIk.3 5mpwn miscast Netl Head Tm-eMt P. Wetlga-bat Mae O.0 Embetl Min. Wall ThI[F. FtlBe Dirt MaaOL Fmbetl Min. Wall Thick. Etl8e0irt MavOC. fmbetl MIn.Wall Thick. Ifte List MaxaC. Embetl Min. Wall Thick Esge Dist 5'-5- WA N/A N/A 3H' WA 3/8 24 35 2 3/8 4 5 3/4 36 2 5/8 2sS/16 5 3/4 36 3 4 1/2 5 3/4 30 2 3 5 3H 6'-5" WA WA N/A 3w N/A 3A 24 36 2 3/8 4 5 3/4 32 2 5/8 315/16 5 U4 33 3 4 1/2 5 V4 25 2 3 5 3/4 J'-5" WA We N/A 344' N/A 3/8 24 36 2 3A 4 5 3/4 2B 2 5/8 315/16 5 3/4 28 3 4 W S 3/4 22 2 3 5 3/4 8'3" N/A N/A WA W. WA 3/8 24 36 2 3/8 4 5 314 24 2 Sill 315/16 5 3/4 25 3 4 1/2 5 314 19 2 3 5 3/4 ".. N/A WA WA 346' N/A 3/8 24 36 2 3/8 4 5 3/4 at 2 5/8 315/16 5 3/4 22 3 4 In 5 3/4 1J 2 3 5 3/4 iv-s' N/A N/A WA W. N/A 3/8 24 36 2 a,% 4 5 314 20 2 5/8 315A6 5 3/4 20 3 4 1/2 5 3/4 ]5 1 3 5 3/4 13'-5° N/A N/A WA 344' WA 3/8 24 36 2 3/B 4 5 3/4 18 2 5/8 315/16 5 3/4 m 3 4 1/2 5 3/4 14 2 3 5 3/4 12'-5' WA N/A WA 3"' N/A Will 24 36 2 3A 4 5 3/4 16 2 5/8 315/16 5 3/4 V 3 4 1/2 5 3/4 13 2 3 5 3/4 13'-5' N/A N/A WA 340 N/A Will a 36 2 3/8 4 5 314 ]5 2 5/8 315116 5 3/4 16 3 4 1/2 5 3/4 12 2 3 5 3/4 14'-5- N/A N/A N/A 3M' WA Will 24 36 2 3/8 4 5 3/4 14 2 Sill 315/16 5 3/4 34 3 4 W 5 3/4 11 2 3 5 3/4 15'-5' N/A N/A WA W. N/A 3/8 24 36 2 3A 4 5 3/4 ]3 2 518 3]5/16 5 3/4 13 3 4 1/2 5 3/4 10 2 3 5 3/4 16'-5' N/A N/A WA 3M' N/A 3A 24 28 2 3/9 4 5 3/4 12 2 5/8 315/16 5 U4 13 3 4 1R 5 3/4 10 2 3 5 3/4 I7'-5- N/A N/A N/A W. WA 3/8 24 19 2 3/8 4 5 314 12 2 5/8 3Wsll S 3/4 12 3 4 1/2 5 3/4 9 2 3 5 314 10'-5- 1 2/2 0.719 CPo629 34t ]2 Will 10 36 2 3/8 4 5 314 17 2 Sill 3]5/16 5 3/4 lJ 3 4 1/2 5 3/4 11 2 3 5 314 W-5- 1 2/2 0,719 0P0629 344 12 3/9 18 16 2 3/8 4 5 3/4 12 2 518 315/16 5 314 12 3 4 3/2 5 314 7 2 3 5 3/4 20'i' 1 112 0.7]9 CPW29 344 12 3/8 17 N/A 9 2 5/8 315/16 5 3/4 9 3 4 2/2 5 3/4 6 2 3 5 3/4 21'i" 1 ]/2 0.719 C 9 3M 12 3/8 14 N/A 8 2 5/8 315/16 5 3/4 8 3 4 1/2 5 3/4 S 2 3 5 3/4 22'-5- 1 1/2 0.719 CPofi29 344 11 Will 12 WA 6 2 5/8 315/I6 5 3/4 7 3 4 ]/2 5 3/4 5 2 1/2 3 3/4 5 3/4 23'5° 2 1.219 M629 MS 12 0 18 36 3 5/e 6 613116 10 4 2/2 6 3/4 613/16 14 4 1/0 6 3/16 613/16 8 2 1/2 3 3/4 613/36 24'-5' 2 1.219 ca"629 HS 12 112 18 m 3 Sill 6 613/16 16 4 112 6 3/4 6IV16 13 4 1/0 5 3116 613/16 7 2 ]Q 3 3/4 613/26 25'-5' 2 1.219 M629 445 13 1/2 1B 36 3 5/8 6 613116 14 4 1/2 6 3/4 613116 11 4 218 6 3/16 613116 6 2 ]R 3 3/4 613/16 26'-5- 2 1,219 CPo629 4a5 ID 1/2 38 28 3 5/8 6 613/16 13 4 1/1 6 3/4 613/16 10 4 fill 6 3/16 613116 6 2 112 3 3/4 613/16 27'-5' 2 3.1% CM630 445 10 1/2 ]8 35 3 5/B 8 613/16 11 4 1/2 6 3/4 613/16 9 4 1/8 6 3/16 61NIS 7 3 In 5 2/4 623116 20'-5" 2 1.156 CPo630 HS 9 V2 16 11 3 5/8 8 613/16 10 4 1/2 6 W4 6IV16 8 4 1/B 6 3/]6 613/]6 7 3 1/2 5 1/4 62/16 29'5' 2 ].156 O'DE30 445 9 1 112 15 WA SO 4 1/1 6 3/4 613/16 8 4 V2 6 3/16 613/16 6 3 1/2 5 1/4 613/16 301.5" 2 1.156 C10530 M5 9 112 14 WA 9 4 112 6 314 6]3/S6 7 4 1/0 6 31. 613/16 6 3 1/2 S 1/4 613/]6 31'1' 2 1.156 C10630 NS B 1/2 13 WA 8 4 W 6 3/4 613/16 7 4 1/8 6 3/16 613/I6 7 4 6 513/16 32'-V 2 1.156 CM630 .6 8 5/8 IB N/A 11 4 W 6 3/4 6 7/8 WA 5 7 1/2 6 7/9 33'-5' 2 1.156 CM630 446 8 5A 18 N/A 10 4 1R 6 U4 6 7/8 N/A 5 7 112 6 718 34'-5- 2 1.156 CM30 Us 8 5/8 18 N/A 10 4 ]/2 6 3/4 6 Jill N/A 5 7 W 6 7/8 35'-5' 2 1.156 CM630&osDW7 445 7 5/8 17 WA 9 4 ]/2 6 3/4 6 7/e N/A i 5 7 W 6 7/8 36'-5" 2 1.156 CPo630&CPW47 546 7 5/8 17 WA 9 41R 63/4 67/8 N/A 5 71/2 67@ 37'-5" 2 1.155 CPo630&CPo547 546 7 5A 16 N/A 8 4 1/2 6 3/4 6 7/e WA 5 J 1/2 6 7/8 38'-A 2 1.156 OF0330It CPo647 546 7 5/9 15 N/A 8 4 1/2 6 3/4 6 7M N/A WA 39'-5' 2 V2 1.556 CPo63080PoWJ 548 7 3/4 18 28 5 5/B 8 71/2 12 5 71/2 7Its 13 fi Sill 915/16 7 1/i 9 W-5" 20 1.656 CPo630&CPWO Sat 7 314 18 22 5 5/8 B ] U2 11 5 7 2/2 11/2 13 , Sill 935/16 7 1/2 N/A S'y •6'. �� F58299all * A�� ELL CO INlwvaUre dooraoldloW 24 ELMWOOD AVE 1901 S. LITCHFIELDF MOUNTAINTOP, PA GOODYEAR, AZ P: 800.233.8366 STATE OF •��` R t P' �ONgLEN�.�� F: 800.526.0841 E: ADS@CORNELLIRON.COM TITLE: WIND LOAD CONFIGURATION INSULATED ROLLING STEEL DOOR DRAWN BY DWGNOE Unless otherwise specked, dimensions are in inches & tolerances are: 0.000 =+/- 0.031 FRACTIONAL = +/- 1132 ANGLES = +/-112 DEG IMPACT RATED I ES-16-63-CIW LTR I REVISION DATE I BY I E.C.O. • ORIGINAL ISSUE 10/16/14 TJE 1615 A REMOVED SPECIFIC ENDLOCK, ADD INNER ANGLE NOTE 12/11/17 CJR 1663 B REVISED BOTTOM BAR DETAIL; HOOD SUPPORT UPDATE 02/19/20 MAN 2027 [P0001/00651- 0.0296/0.0220 MIMMUM Thldnea 6aMNred W ShcnWM SceN- 10 MF, Cpt NIka CMll Oxkea Canaele Minimum 3,000 P51 Cnmpresirve5Ven8[M1 5ti e11Wa11 sncM1Ws aretNeamne tliameler es usembry h5Mna5) Superlm,inni LWtlF 08G Hild Xwk WE XmpwnStronB-0aN2 ThmuBM1 Bost NIIYKWik Ookrz Simpson Mrana'BaN 2 NWRMhead TruMh+ Wd17A65A Thmu� Butt TapO.d Up Tp Max O.0 Ma. Embetl Edge Oi. Max O.C. Ii.. Embed Ed8e 0M Max.00 Oia. Ems° P Sane Mae O.G. 6a. Embed. Min Wdl Thkk. Edgeii M.O.G Dii Embed. Min Well Thkk. Edge Dbl Mn O.C. qa EmbM Wn Wall Thiek. Eft.Dist MuMC.be Max O.C. Max O.C. Inks.. Mtn' Vxl+l Ww WI-1 WI'1 5'-5- 9 3A 15A 5 3/4 IS 3/8 2 5/8 5 3/4 36 3@ 5 3/4 36 3/8 2 5/16 4 5 3/4 36 318 11A 3 2/4 5 3/4 36 318 2 4 5 3/4 36 5/8 36 36 3/16 0 55 0 55 6'-5- a 3/8 2 1/2 5 3/4 12 3/8 2 5/8 5 314 32 3/8 5 3/4 36 3/8 2 SAS 4 5 314 36 3A 1 718 3 1/4 5 3/4 19 3/0 2 4 5 3A 36 5A 3b 36 3/16 0 65 0 65 T-5- ]6 318 21/2 5 3/4 11 3A 2 5/8 53/4 20 3/9 5 3/4 36 3/8 2 SAS 4 5 314 35 3/9 1 7/8 3 V4 5 314 36 3/9 2 5 S 3/4 36 5/8 36 36 3A6 D 75 0 75 8'-5- ]4 3/8 2 1/2 5 314 9 3A 2 5/8 5 3/4 24 3B 5 3/4 36 3/8 2 5115 4 5 3/4 28 In 3/8 1 7/8 3 1/4 5 3/4 36 3A 2 5 5 314 35 5/8 36 36 3/16 0 85 0 85 9'-5' 12 319 2 1/2 5 3/4 8 3/8 2 5/8 5 3/4 22 3/8 5 3/4 22 U4 3A 2 5/A 4 5 3/4 36 3A 2 7/8 4 IA 5 3/4 36 3/8 2 5 5 3/4 36 5/8 36 36 3/16 0 95 0 95 30'-5' 1] 3/8 2 1/2 5 3/4 9 1/2 3 1/2 5 314 20 US 5 3/4 7 1/8 3/8 2 5Afi 4 5 3H 36 3/8 2 7/8 4 212 5 3/4 22 3/4 3/8 2 5 5 314 36 5/8 36 36 3/16 0 as 0 105I3'-5' l0 3/8 2 1/2 5 3/4 8 IAI 3 w 5 314 ]8 3/8 5 3/4 7 U8 3/8 2 SAS 5 53/4 36 318 2 7/8 4 112 5 3H 10 SAS 3/8 2 5 5 3M 36 5A 3fi 36 3/16 0 in 0 115 R'3' 9 3/8 2 In 5 3/4 8 1/2 a in 5 3/4 26 3/8 5 3/4 36 IA 3 5/9 6 5 W4 36 3/8 2 7/8 4]A 5 3/4 35 1/2 2 1/] 4 5 3/4 36 5/8 36 36 3/16 0 125 0 125 IT-5- a 3/8 2 1/2 53/4 14 3A 5 1/4 5 3/4 ]5 3/8 5 3/4 36 1/2 3 5A 6 5 3/4 36 3/8 2 7/8 4 1/2 5 3/4 36 w 2 1/2 4 5314 36 5/9 36 3fi 3/16 0 135 0 in 8 3/8 2 IA 5 3/4 13 3/4 5 1/4 5 3/4 14 3/8 5 3/4 36 111 3 SIB 6 5 3/4 3fi 3/8 2 7/8 4 IA 5 3/4 22 3/4 In 2 1/2 4 5 3A 36 5/8 36 36 3116 0 145 0 145 15'-5' 8 1/2 3 1/2 5 3/4 12 3A 5 ]/4 5 314 l3 3/8 53/4 3fi ]A 3 5/8 6 5 3A 36 3/8 27/8 4 1A 5 3/4 12 516 1/2 2 IA 4 5 314 3fi 5/8 36 36 3/I6 0 155 I 1R 16'-5' a 1/2 3 lA 5 3/4 11 3/4 5 1/4 5 3/4 ]2 3/8 5 3/4 22 3/4 1A 3 SIB 6 5 3/4 36 3/8 2 7/9 4 1A 5 3/4 28 lA V2 3 3/4 a 5 3/4 36 VIEWS 35 36 3/16 0 l65 0 165 17'-5' 9 3/4 3 1/4 5 3/4 11 3/4 5 1/4 5 314 12 3/8 5 3/1 36 IA 3 5/B a 5 3/4 36 3/9 2 7A t lA 5 3/4 3 314 0 5 314 36 7/16x5/8 36 36 3/1fi 0 175 0 175 I.,. ID 3/9 2 112 5 3/4 8 lA 3 lA 5 3/4 17 318 5 3/4 3fi 112 3 5/8 6 5 314 36 3/9 2 7/8 4 lA 5 3/4 2 ]A 0 5 3/4 35 7/16x 5/8 35 23 3/16 296 as 282 as 19'-5' 8 1/2 3 lA 5 3/4 it 3/4 5 1/4 5 3/4 12 3/8 5 3/4 20 lA lA 3 5/8 6 5 3/4 ]9 I/2 3 3/t 4 3A 5 3/4 jl��iI2 3 3/4 8 5 3/4 24 7A6x 5/8 24 16 3/I6 438 I95 425 395 3tl3' 31 3/6 4 3/8 5 3/4 8 3/4 5 1/4 5 3/4 9 3/8 5 3/4 19 1/2 3 5/9 8 5 3/4 36 3/4 4 2/8 6 3/4 5 3/4 4 3/0 ] 5 3/4 I9 7A6x 5/8 19 32 3/16 573 205 561 205 21'-5' 9 3/4 4 3/8 5 3/4 WA 8 3/8 5 3/4 35 3/4 5 9/I6 0 5 3/4 36 3/4 5 3/4 8 3/4 5 3/4 28 ]A 3/4 4 3/8 8 5 3/4 15 7/16x SA IS a 3/16 M 215 691 215 22'-5' a V4 4 318 5 3/4 N/A 6 3/8 5 3/4 22 314 314 5 9/16 8 5 3/4 3fi 3/4 5 314 8 3/4 5 3/4 N/A 13 7/16 x 518 13 8 SAS 827 225 816 225 23'-5" l] 3/4 4 3/8 613/16 8 3/4 5 1/4 613/16 la 1/2 Sala 36 3A 5 9Ab 8 60/16 28 3A 3/4 41/8 6 3/4 613116 36 3/4 4 3/8 7 613/]6 36 9/16x3/4 36 21 1/4 631 24 6N 235 24'-5' 10 3/4 4 3/8 613A6 N/A ]6 In 613/16 36 3/4 5 9A6 8 62/16 36 3/4 5 3/4 8 3/4 613/fb 36 3/4 4 3/8 8 613/]6 34 9/16x 314 3t 1B 114 730 1" 723 245 25'-5" 8 3/4 4 3/8 6 "As N/A 14 lA 613A6 36 3/4 5 9/16 8 613/16 36 3/4 5 3/4 a 3/4 613116 19 3/4 4 3/0 B 613/16 30 9/is-3/4 30 16 1/4 827 254 82G ]55 26'-5" 0 3/4 4 3/8 613/16 N/A 13 1/2 613/16 28 1/2 3/4 5 SAS 0 613/16 36 3/4 5 3/4 8 1/4 613/16 WA 27 9/16 x 3/4 27 35 1/4 921 2" 915 ME 27'-5" WA WA 11 1/2 613/16 N/A X/A N/A 23 9/16x3/4 23 13 1/4 1051 275 ]M4 275 28' -5" WA WA 10 1/2 613/16 X/A N/A N/A 21 9/16x3/4 21 12 1/4 1145 285 1138 285 29K" WA WA 10 lA 613/16 N/A WA X/A A 9116x 3/4 20 11 1/4 1 1238 295 12P 295 WA N/A 9 in 613/16 N/A WA N/A A 9A6x 3/4 is 0 114 1331 305 1325 305 N/A WA 8 IA 61346 N/A N/A WA 17 9A6x 3/4 17 9 1/4 R2t 315 1417 316 N/A N/A 11 SIB 6 7/9 N/A N/A N/A 24 IV16x7/0 24 13 5/16 B16 in is. 326 N/A H/A 10 NO, 6 7/8 X/A X/A N/A 23 11A6x 718 23 12 5/is 1" 335 1602 335 WA N/A 10 5/a 6718 N/A H/A N/A 22 11AGx 7/8 22 12 5/16 1702 345 ass r341' N/A MIA 9 SA 6 ]A X/A N/A WA 20 11116 x7/8 . 11 SA6 1795 355 1798 N/A N/A 9 S/8 6 7/8 N/A N/A WA 19 11/16x 7A 19 it 5/16 IM 366 3881 N/A N/A a 5/8 6 7/8 N/A N/A N/A IB 11Abx7A 18 10 5/16 ]982 376 1975 M56 H/A N/A 8 5/8 6 7/8 N/A N/A N/A 18 11A6x 7/8 18 ]0 SAS 2076 3" 200 N/AWA 12 3/4 7 112 N/A N/A N/A 36 13A6x1 36 25 3/9 DEE 395 17M WA X/A 11 3/4 71/2 WA N/A N/A 36 13A6z1 36 H 3/8 1866 405 180 24 ELMWOOD AVE 1901 S. LITCHFIEID F MOUNTAINTOP, PA GOODYEAR, AZ p. �:6%,*_ CO ELL InrNWetIW; 4loorgdwDFFr P: 800.233.8366 .0'. STATE OF • Ir F: 800.526.0841 ' T •,T 4u E: ADS@CORNELLIRON.COM •<0 R 10 P:'��.` TITLE. Di ��q ANAL ENGO�p WIND LOAD CONFIGURATION '111111111101% INSULATED ROLLING STEEL DOOR DI CP0001/CP0651 SLAT IMPACT RATED TJE Unless otherwise specified, dimensions are in inches & tolerances are: 0.000 = +/- 0.031 FRACTIONAL = +/-1/32 ANGLES = +/-1 /2 DEG ES-16-63-CI W LTR REVISION DATE I BY E.C.O. e ORIGINAL ISSUE 10/16114 TJE 1615 A REMOVED SPECIFIC ENDLOCK, ADD INNER ANGLE NOTE 12/11/17 CJR 1663 B REVISED BOTTOM BAR DETAIL; HOOD SUPPORT UPDATE 02/19/20 MAN 2027 CP0 jroi,0651 - 0.0296/0.01 Minim en ThidalaM Galvanbed w 5talnleea Mae -30 P% Omerfte Minimum 3.0(X0 P51 CompreSiNe Strear in MntMn are the same diameter as assembly fummersl Des Up To WlndlaCk Flat Wrasion 511p Windb[k GuId AuemWy Wlndla[t WNtl PHck Asembly Fastener Diameter Assembly Fastener 5padng Hihi XurkWt3 Simpson Wedge All Bed Headl.-WN Faxerewedge-Wh Mm O.G EmEM Min. Wag TMhk Fd8e0151 Mm O.C. Embed Min 1h Wall ThNk ftlge qst Max O.G Embed MinWe"MIn.Wall TMiek flee OiR Maa O.0 Embed Thleb Fdge 0N1 5'-5" N/A WA N/A 3He N/A 3A 24 36 2 3A 4 5 We 25 2 5/8 315/16 5 3/4 36 3 4 1/2 5 3H 20 2 3 5 3H b'-5" N/A N/A N/A W. WA 3/8 24 36 2 3/8 4 5 9/4 2t 2 5/8 315/16 5 3/4 22 3 4 1/2 5 1/4 17 2 3 5 3/4 7'-5" N/A N/A N/A wo N/A 3A 24 36 2 3/8 4 5 3/4 18 2 S/8 315/16 5 314 19 3 4 112 5 3/4 14 2 3 5 3/4 8'-5° WA N/A N/A W. N/A 3/8 24 36 2 3A 4 5 1/4 16 2 5/8 315/16 5 3/4 17 3 4 112 5 3/4 13 2 3 5 314 9'-5° N/A N/A N/A W. N/A 3/8 24 36 2 3/8 4 5 3/4 14 2 518 315/16 5 3/4 15 3 4 1/1 5 3/4 11 2 3 5 3/4 I.,. N/A N/A N/A see" N/A 34 24 36 2 3/8 4 5 3/4 13 2 5/8 315/16 5 3/4 13 3 4 1h 5 3/4 10 2 3 5 3/4 11'-V N/A are WA 344' N/A 3/8 24 22 1 3/8 4 5 3/4 12 2 5A 315/16 5 5/4 12 3 4 W 5 3/4 9 2 3 5 314 111. N/A N/A N/A W. N/A 3/8 24 9 2 3/8 4 5 3/4 11 2 518 315/16 5 3/4 11 3 4 in 5 3/4 B 2 3 5 314 I.,. N/A N/A N/A 344' N/p 313 24 11 2 3/8 5 5 3/4 10 2 5/3 315/16 5 3/4 30 3 4 1/2 5 3/4 8 3 3 5 3/4 1F5" 1 3/8 0.594 CPo629 344 32 3/8 18 14 2 3/8 5 5 3/4 in 2 518 315/16 5 3/4 10 3 4 1/2 5 3/4 ]1 2 1/2 3 3/4 5 3/4 15'-5° I M 0.719 CW 29 w 12 3A ]0 36 2 3/B 4 5 3/1 16 2 5/8 315/16 5 314 26 3 4 1/2 S 3/4 11 2 3 5 W4 I.,. 1 1/2 Vie CPo629 344 12 3/8 ]8 36 2 3/8 4 5 3/4 13 2 5/8 315/15 5 314 13 3 41/2 5 3/4 8 2 3 5 3/4 1.,. 1 1/2 0.]19 CIgfi29 w U 3/8 15 N/A 9 2 5/8 315/16 5 3/4 9 3 4 1/2 5 3/4 5 2 3 5 3/4 I.,. 11/2 1719 CPo629 w 11 3/8 12 WA 7 2 5/8 315/16 5 3/4 7 3 4 1/2 5 3/4 4 2 3 5 3/4 19'-5' 2 1.219 CM29 445 12 1/2 30 36 3 5A 6 613/16 i9 4 1%L 6 3/4 613116 15 4 1/8 6 3/16 613A6 B 2 112 3 3/4 613/S6 2W V 2 1,219 CM29 445 12 1%2 18 36 3 5/8 6 613/16 15 4 1/2 6 3/4 60/16 12 4 2/0 6 3/16 62/16 7 2 112 3 3/4 613/16 21'-5" 2 ] 239 CP0629 445 11 w 18 28 3 5/8 6 613/16 13 4 1/2 5 314 613/16 30 4 1/8 5 3A6 613/16 6 2 I/Z 3 314 613116 22'-F 2 1.156 CPo630 .5 10 in 17 28 3 5/8 8 fi13/16 11 4 1/2 6 3/4 6I3/]6 9 4 iM 6 3/16 613/16 7 3 1/2 5 1/4 613116 ll'5° 2 1.156 CPo630 HS 9 V2 15 N/P 10 4 1/2 6 3/4 613/16 0 4 1/8 6 3/16 613/I6 6 3 1/2 5 1/4 613/I6 24'-5' 2 1.156 CPo630 NS 9 2/2 1C N/A 9 4 1/Z 6 3H 613/16 7 4 1/8 6 3/1e 613/16 6 3 1/2 S 114 613/16 25'-5° 2 1256 CP0630 446 8 5/8 16 N/A 11 4 1/2 6 3/4 6 7/0 N/A ] 4 6 6 7/8 1.,. 2 1.155 CPo630 06 8 5/8 10RN 10 4 1/2 6 3/4 6 718 N/A 9 5 7 112 6 7/8 2]'-5° 2 1.156 CM30 446 ] SM I79 4 1/2 6 3/a 6 7/e N/A 0 5 ] 1/2 6 7/8 28'-5° 2 Liss CP0633Is M64] 546 ] 5/8 169 4 0 6 3/4 6 7/8 N/A 0 5 ] 1/2 6 7/8 29'-5" 2 1156 CP0630 is CPo64] 546 7 5A 158 4 1/2 6 314 6 7/8 WA ] 5 7 1/2 6 7/e 30'-5° 2 1.156 CPo630 & CPOfi4] 546 7 5/8 148 4 2/2 63/4 6 7/8 WA WA 316" 2 ]/2 1.656 CPo6308[Po647 518 7 3/4 308 ] 1/2 11 5 ]1/2 7 1/2 13 h 5/8 91SI16 7 1/2 WA 32'-5° 2 1/2 1656 CP0630&CP0647 Sd8 ] 3/4 1B11 5 ] 1/2 7 1A 2 6 5/8 915/16 7 to N/A 111.2 1/2 1.06 CP0630&CPW47 us ] 3/4 18]0 5 7 19 ] 1/2 11 6 5A 915/]6 7 112 N/A 1.,.2 1A 1.656 CP0530&CPo64] me 7 3/4 1010 5 ] 112 ] 1/2 11 6 5/0 915/16 7 1/2 WA 35'-5' 2 1/2 1,656 CPo630 is CP0G7 See 6 3/4 Ie9 5 ] 1/2 7 W t0 6 5/8 9]5/Ifi ] 1/2 WA 36'-5° 2 2/2 1.656 CP0630 & CP0647 549 6 3/4 309 5 7 in 7 1/2 ]0 6 5/8 915/16 ] 1/2 N/A 37'-5" 2 112 106 CPo630&CP0647 548 6 314 1] 8 5 7 1/2 7 1/2 9 6 5/8 915/16 7 1/2 N/A 38'-5- 2W 1.656 CP0630&CPOW7 54B 6 3/4 Ifi 8 5 71/2 71/2 7 65/8 935/16 7]/2 WA 39'-5° 2 1/2 1.656 01 p & CPo64] GIB 6 3/4 16 WA 0 5 7 1/2 ] 1/2 6 6 5/8 9 t5/16 ] 1/2 N/A 4&-5" 2 112 1.656 CNW30&M647 I 658 6 1 V4 1 15 1 N/A 7 5 ] 1/2 7 1/2 5 6 5/8 9l5/16 ] 1/2 N/A 24 ELMWOOD AVE 1901 S. LITCHFIELD RDI Unless otherwise specified, MOUNTAINTOP, PA GOODYEAR, AZ I dimensions are in inches & tolerances are: P: 800.233.8366 F: 800.526.0841 STATE OF ,'tV�z E: ADS@CORNELLIRO .4 O R I O ' ���:� TITLE: WIND LOAD CONFIGURATION ;ONA11ENC,,.. INSULATED ROLLING STEEL DOOR CP0001/CP0651 SLAT IMPACT RATED 0.000 =+/- 0.031 FRACTIONAL = +1- 1132 ANGLES=+l-1/2 DEG ES-16-63-CIW LTR I REVISION DATE I BY I E.C.O. ` I ORIGINAL ISSUE 10/16/14 TJE*2027 A REMOVED SPECIFIC ENDLOCK, ADD INNER ANGLE NOTE 12/11/17 CJR B REVISED BOTTOM BAR DETAIL; HOOD SUPPORT UPDATE 02/19/20 MAN CPOOOVCP0651- 0.0196/0.0220 weds um"Iem. Ga embee6w sesames Bteel.mpg, fmt. FlIIetl CMU Gaoked ConuNe Minimum 3,OW PSI CwnOrmNe Wraith Reel (Wall anchom are the same Mama er u amenbly fartmera) $ MmmpmHM1 wags ON HIM HIM talk BOB Simpam 51ron8-Wh2 Thmu,h east HIM Bunk set E2 Simpron RmuB-Bdt2 MI Redhead TmMIH welded ingit Tapped Up Ta Max O.C. Oia. Embed Ed Olat Max O.0 Ola. Embed E tl8¢Prt Max. O.0 at.. Use ObtMce Ma.00. Ola. Embed Min Wall Thick. E ae flirt Max O.L tla. Embed. Min Wall Thhk Etl Del MaxOC qa. Embed MM WaN 3hW Edge Ckt Mae O.0 Slo[SiE¢ Mav O.0 Max O.f. Mia T6lakness Vx(al 4y(♦) Vv(-( Vy(-( 3/8 2 1/2 5 3/♦ 10 3/8 2 5/ 5 3/4 25 3/8 5 3/♦ 36 3R 1 5/]6 4 5 3A 28 1R 3A 1 718 3 1J4 5 3/4 36 3A 2 5 5 3/4 36 7A6e5/8 % 36 3/16 0 83 0 02 6'-5° 12 318 2 1/2 5 3/4 8 3/8 2 518 5 3/4 21 3A 5 3/4 19 3/8 2 5/16 4 5 314 36 3/8 2 7/8 4 1/2 5 3/4 36 3/8 2 5 5 3/4 36 7/16x 5/0 36 36 3/16 0 98 0 97 J'-5° 10 3/8 2 in 5 314 9 19 3 112 5 3/4 18 3/0 5 3/4 10 5/16 3/8 2 5/16 5 5 314 36 3/8 2 7/8 4 1%2 5 314 14 2/4 3/8 2 5 5 3/4 36 7/16 x SA 36 36 3/16 0 113 0 III 8'-5" 9 3/9 2 111 5 3/4 15 3/4 5 V4 5 3/4 16 3/8 5 3/4 35 in 3 5/0 6 5 3/4 36 3A 2 718 4 1/2 5 3/4 36 112 2 112 4 5 3/4 36 7/16x5/8 36 36 BAB 0 Ira 0 127 9'-5° 8 3A 2 1R 5 314 13 314 5 114 5 314 14 3/9 5 3/4 36 1/2 3 5/8 6 5 3/4 36 3/8 2 7/8 4 112 5 314 28 In 1/2 2 1/2 4 5 314 36 7/16 x5/9 36 % 346 0 .3 0 1. 1P-5° B 1/2 3 In 5 3/4 12 314 5 V4 5 3/4 ]3 3/9 5 3/4 28 112 1/2 3 5/8 6 5 3/4 36 3/8 2 7A ♦ 19 5 3/4 10 5/16 In 2 in ♦ 5 3/4 36 7116x5B 36 36 3/16 0 158 0 ISJ 11°-5- 8 112 3 in 5 314 11 3/4 5 V4 5 3/4 12 3A 5 3/4 16 V4 in 3 5/8 6 5 3/4 36 3/8 2 7/8 4 1/2 5 314 22 3/4 112 3 314 8 5 3/4 36 7/16x 5/0 36 36 346 0 173 0 172 12'-5° 0 3/4 3 1/4 5 3/4 10 314 5 1/4 5 314 11 318 5 3/4 36 in 3 518 8 5 3/4 36 3/8 2 718 4 1/2 5 3/4 36 3/4 4 3/g 7 5 3/4 36 7/16x5/0 36 36 3/16 0 IN 0 18] IT-5- 12 3/4 4 3/8 5 314 9 3/4 5 V4 5 3/4 10 3/8 5 3/4 28 1/2 1/2 3 5/B 8 5 3/4 22 3/4 ]A 3 7/8 6 5 3/4 % 3/4 4 3/8 J 5 3/4 36 7116 v 5/8 36 36 3/16 0 103 0 202 V'-5' 12 3/4 4 3/9 5 3/4 9 3/4 5 1/4 5 3/4 10 3/8 5 3/4 20 112 112 3 518 8 5 3/4 22 3/4 ]/2 3 7/8 6 5 3/4 35 3/4 4 3/9 7 5 314 36 7/16x5/8 36 36 3/i6 27 218 0 217 15'-5° 9 3/8 2 f/3 5 3/4 14 3A 5 V4 5 3/4 16 3/8 5 314 36 1/] 3 5/0 6 5 3/4 36 3/8 2 7/2 4 1/2 5 3/4 36 in 2 1/2 4 5 314 36 7116 x5/8 36 36 3/16 10 233 141 232 16'-5° 8 318 2 1/2 5 3/4 n 3/4 5 1/4 5 314 13 3/8 5 114 36 In 3 5/8 6 5 3A 28 1/2 3/8 2 7/8 4 In 5 3/4 19 1/2 3 3/4 6 5 3/4 27 7/16x5/8 27 10 3/16 378 VB 358 247 IT-5' 10 314 4 3/8 5 3/4 0 3H 5 1/4 5 314 9 3/8 5 3/4 36 3/4 5 9/16 8 5 3/4 28 1/2 3/4 4 1/8 6 3/4 5 3/4 20 1/2 314 4 3/8 7 5 3/4 18 7/16x5/8 18 12 3/16 578 20 560 262 8 3/4 ♦ 3/6 5 3A are ] 318 5 3/4 28 V2 3/4 5 9116 0 5 3/4 36 3/4 5 3/4 B 3H 5 3A N/A V 7/16x 5/9 14 9 ins 7% in 751 277 19'-S 11 3/4 4 3/8 613/16 8 3/4 5 1H 61396 19 V2 613/I6 22 3/4 In 3 5/8 0 613A 36 3/4 4 118 6 3/4 613/16 36 3/4 4 3/e ] 613/16 % 9/]6v 3/4 36 23 1/4 %1 291 5" 291 30'-5" 9 3/4 4 3/0 613116 N/A 15 In 613/16 36 3/4 5 9/16 8 613A6 36 314 5 3/4 B 314 613/16 'Tin In 4 3/8 8 fi Min 33 9/15 v 3/4 33 ]g 1/4 734 3% 7. 3w 3I-v 8 3/4 4 3/8 613/16 N/A 13 in 613A6 28 1/2 3/1 5 9/16 0 611/16 36 3/4 5 3/4 8 3/4 613/1h N/A 28 9/16 x 3/4 2B ]5 1/4 876 321 866 322 22 1" N/A N/A 11 in 613/16 N/A N/A N/A 23 9/16v3/4 23 13 1/4 3054 336 ]044 337 23'5 N/A N/A t0 U2 613116 N/A N/A N/A 20 9/16x 3/4 20 11 1/4 1191 352 1101 352 24'-5" WA N/A 9 In 613/16 WA N/A WA 18 9/16x3/4 10 M 1/4 1326 %J 1316 357 25'-5" N/A N/A 11 SIB 6 7/8 WA N/A MIA 25 IIA6x7/8 25 V 5/16 1459 %1 V50 303 26'5" N/A N/A 10 5/8 6 7/8 N/A N/A N/A 23 11116 x7/B 23 13 5/16 ]591 397 1582 3% 27.5" N/A N/A 9 5/8 6 7/8 MA N/A N/A 21 11/16 x719 21 12 5/16 1723 412 ]713 413 20'5° N/A N/A 9 5/8 6 ]/8 N/A NIA N/A 10 11/I6x J/8 20 11 5/16 ]85♦ 427 18M 428 29'-5' N/A N/A 8 5/9 6 7/8 X/A WA N/A 18 line ]A 10 10 5/I5 1985 442 075 "1 M.-5° N/A N/A 0 5/9 6 J/e N/A N/A N/A 17 11/16x 7/8 17 9 5/I6 2116 458 2107 459 3V-V N/A N/A 11 3/4 ]1/2 WA II WA 36 13/16 x1 % V 3/8 1836 471 1027 472 32'-5" N/A X/A 11 3/4 J 1/2 N/A N/A WA 36 23/16x1 36 22 318 ]948 487 1939 487 33'-5" N/A N/A 10 We ] in N/A N/A WA 3fi 13/16v1 36 21 3/8 2061 5112 2052 502 34'-5" N/A N/A 30 3/4 ] 1/2 N/A WA N/A =# 36 13A6 x1 36 20 3/8 2174 517 35'-5" N/A WA 9 3/4 ] 1/2 N/A WA X/A 36 13/16 x] 36 19 3/8 22% 533 36'5" N/A N/A 9 3/4 7 In N/A N/A WA 34 13/16 x1 34 10 3/8 2a@ 548 3J'-V N/A N/A 8 3/♦ J 1/2 WA N/A WA 32 ]3/]6x1 32 1] 3/8 J51] *5632SM 50 38'-5' WA WA 0 3/4 ]1/2 N/A N/A N/A 31 13p6v1 31 ]] 3/8 2633 SJB39'-i- WA N/A 8 3/4 ] 1/2 H/A WA N/A 30 13/16 vt 30 ]6 3A 2749 59440-5" N/A N/A 1 3/4 ] In N/A N/A N/A 28 13/11 x1 38 15 3/8 29" 609 24 ELMWOOD AVE 1901 S. LITCHFIELD RD Unless otherwise specified, MOUNTAINTOP, PA GOODYEAR, AZ dimensions are in inches & tolerances are: y.` 582�8�9 7t; *'�1"// :'h InnOvetive EOOrPYYdMILL P: 800.233.8366 Iq ; F: 800.526526.05410841 9: UC 9: STATE OF :�� E: ADS�CORNELLIRO a�04 OR\Vp°`�+6:° TITLE: WIND LOAD CONFIGURATION .`v,, INSULATED ROLLING STEEL DOOR 4dg,r1rr6131 CP0001/CP0651 SLAT IMPACT RATED 0.000 = +/- 0.031 FRACTIONAL = +/-1/32 ANGLES=+/-112 DEG ES-16-63-CI W LTR REVISION DATE I BY I E.C.O. ' ORIGINAL ISSUE 10/16/14 TJE 1 A REMOVED SPECIFIC ENDLOCK, ADD INNER ANGLE NOTE 12/11/17 CJR663 k260257 B REVISED BOTTOM BAR DETAIL; HOOD SUPPORT UPDATE 02/19/20 MAN CPo001/01 s51- 0.029fi/O11220 MlnMum Its em Galnnb v Rainless StW.40 PSF COm,. MInl.Um S.. M, Camp.,W S.e,tb(Wholl IIetke a. di...ra5.5embN ranmers) 00G Up To lNntllmk Flat L $inn Slip WlndW,k Guid Asse1nWp MndWk WeW plid AvmibN Fanner piamftel A MWV Eosins SP:,n. HiXiWk8dF3 Smpmn W",Nl Retl Head T. Wit Po Wedgo-Wt Ma O.G " MM. WaII Thlek Fdge 04[ MazOG Embed MIn. Wall TRle,. EdgeMt Maz O.0 Embed MF. WaII mirk WPM Maa O.0 Fmbetl MIn. Wag TMek Ft{}e 01n 5'-5' WA H]A N/A 344' N/A 3M 34 36 2 3/8 4 5 3/4 19 2 5/8 315116 5 3/4 19 3 4 1/2 5 314 15 2 3 5 3/4 6'3' N/A FALSE N/A 346' N/A 3/8 24 36 2 3/9 4 5 3/4 16 2 5A 315/16 5 3/4 16 3 4 1/2 5 3/4 12 2 3 5 314 T-5- N/A FACSF N/A 3U' N/A 318 24 36 2 3/8 4 5 3/4 14 2 5/8 335/16 5 3/4 14 3 4 SR 5 3/4 Il 2 3 5 314 815' WA FAM N/A 344' N/A 3/8 :4 22 2 3/8 4 5 3/4 12 2 5/8 315/36 5 3/4 12 3 4 1/2 5 3/4 9 2 3 5 3/4 9'd' N/A FALSE N/A 3M' N/A 3/8 24 8 2 1/. 4 5 3/4 11 1 5/8 315/36 5 3/4 11 3 4 1/E 5 3/4 8 2 3 5 3/4 30'-5' N/A FALSE N/A 344a N/A 3M 24 3 2 3/8 5 5 3/4 w 2 5/8 315/16 5 3/4 30 3 4 12 5 3/4 ] 2 3 5 3/4 31'-5• WA PAM N/A 3N' N/A 3/3 24 N/A 9 2 5/8 315/16 5 3/4 9 3 4 112 5 3/4 7 2 3 5 3/4 R'-5' 15116 0.532 M629 OCS 12 in 38 16 3 1/2 5 1/4 5 3/4 16 4 0 6 3/4 5 3/4 1= WA WA 111. 1 3/8 0.593 CW619 3H 13 3/8 18 IB 2 3is 4 5 3/4 13 2 5/8 315116 5 3/4 13 3 4 3/2 5 3/4 8 2 3 5 3/4 35b• 11/2 Oils CM629 344 12 318 15 WA 9 2 5/8 315/16 5 3/4 10 3 4 1/2 5 3/4 6 2 3 5 314 36'-5' 1 12 0.719 CM629 3M 13 3A 11 WA ] 2 5/8 3 ]SA6 5 3/4 7 3 4 1/2 5 3/4 5 2 1/2 3 3/4 5 3/4 3T-S 1 3/4 0.969 0P0629 445 11 1/2 S8 36 3 5/8 6 613/16 ]5 4 In 6 3/4 613/16 12 4 1/8 6 3/16 613A6 6 1 ]p 3 314 613/36 W-5- 3 7M ].094 CPM29 .5 11 1/1 18 28 3 5/8 6 613/36 13 4 In 6 314 613A6 10 4 1A 6 Ins 613/16 6 2 In 3 314 613/16 19'-5 2 1156 CM630 MS 10 0 16 28 3 5/8 8 613/16 11 4 1/3 6 314 613/16 9 4 I/8 6 3/16 613/Ifi 1 3 1/2 5 1/4 613/16 20'-5' 2 1.156 CM630 NS 9 in 14 N/A 9 4 1/2 6 3/4 513116 ] 4 3/8 6 3/16 his/16 6 3 1/2 5 1/4 613/16 21'-5- 2 1.156 CM6w MS 8 1/2 13 N/A 8 4 1/2 6 3/4 613/16 6 11/8 6 9/16 613/Ifi 7 4 6 623/16 22'-5• 2 1.156 CF H6 8 5/2 18 N/A is 4 1/2 6 3/4 6 7/8 WA 9 5 7 1/2 6 718 23'd• 2 1.156 CM630 M6 7 5/8 17 X/A 9 4 1/2 6 3/4 6 ]/e WA 8 5 7 112 6 7/8 24'-5' 2 1.156 CP0630 & CN6<] 546 ] 5/8 15 NIA g 4 1/2 6 3/4 6 7/8 WA 6 7/8 25'-5• 2 IA56 CM630&CM64] 546 ] 5/8 14 WA 8 4In 63/4 67/8 WA WA 26'-S 2 V2 ] 656 6 30 & 09M7 SIB 7 3/4 10 22 5 5/e B > 1/2 11 5 7 In 7 1/2[13915/16 7 1/2 N/A 27'S' 2 112 1.656 [M630 & CP064] SI8 7 3/4 38 N/A 11 5 7 in 7 in915/16 ] 1/2 WA 28'-v 2 112 106 CM630&CP0647 548 ] 314 18 WA l0 5 7 in ] 1/2915/16 7 I/2 N/A 29'-Y 2 in 1.656 CPN30&CP6 7 548 6 3/4 I8 N/A 9 5 ] 1/2 ] 3/2915116 7 1/2 N/A 30'-5• 2 112 1.06 CM630& CP0647 548 6 3/4 18 WA 9 5 ] 1/2 ] 1/2915116 7 in N/A 31'-5' 2 in 1.656 CP0630&CM647 54a 6 3/4 17 X/A 8 5 7 in 7 In_5116 7 1/2 WA 32'-5- 2 1/2 is56 043630&CM64] 608 6 3/4 16 N/A 8 5 7 1/2 7 in 915/26 7 1/2 WA 3b'-5' 2 1/2 1.656 CM630&CMM7 w 6 3/4 15 N/A ] 5 7 1/2 ] 1/2 915116 7 112 WA 34'5' 3 3/2 1.656 CM530&CP0647 648 6 3/4 14 N/A 7 5 ] 1/2 7 In WA N/A 35'-5' 21/2 1.656 CM630&CpM47 648 5 3/4 14 N/A 7 5 71/1 7I/2 WA N/A 36'-5' 2 in 1.06 CP0630&CMW] 618 5 3A 13 N/A N/A N/A N/A 3]'-5' 21/2 1 2.656 1 CFO6W&M647 I 6a 1 5 1 3/4 1 33 WA N/A N/A WA •'� 0 58299 9'. STATE OF 24 ELMWOOD AVE 1901 S. LITCHFIELDI MOUNTAINTOP, PA GOODYEAR, AZ CORNELL c: Innovative door 6411uUani P: 800.233.8366 it F: 800.526.0841 4/ Z E: ADS@CORNELLIRO TITLE: WIND LOAD CONFIGURATION INSULATED ROLLING STEEL DOOR CP0001/CP0651 SLAT IMPACT RATED Unless otherwise specified, dimensions are in inches & tolerances are: 0.000 =+/- 0.031 FRACTIONAL = +/- 1132 ANGLES = +/-1/2 DEG 16-63-CIW LTR REVISION DATE I BY I E.C.O. ' ORIGINAL ISSUE 10/16/14 TJE 1615 A REMOVED SPECIFIC ENDLOCK, ADD INNER ANGLE NOTE 12/11/17 CJR 1663 B REVISED BOTTOM BAR DETAIL: HOOD SUPPORT UPDATE 02/19/20 MAN 2027 CN1W3/usisst aax%/O.Oi30 wromum lMMeu Gahmiaeb or SWMe96M1N-a VSF, COM. Fnmdctau bxkvtl Common Minimum 3,000 P51 fomMesr Strength Steel loans antlwre are the same mameMr as memW rastmersl Susermpoaetl wtls DBG Hifti Nwik Bot3 9mpson 5tmry-Boh l ThmuBh Bolt HOW Malk BaNR 9mpson Start S0N2 rtW PetlhmdTlubal. WeMM Th.Bh Tappet Up' MaxOC DIa. Embed EMS.M. Max O.C. Ya. EmbM Etlge Wst Max. O.0 Dla EtlBe Moorco Max QG Me+ EmbeE. MN WaII Thkk. fQe Oist MmOC Ma. Embed. Min Wall Thick. EEBe DIN' M.O.C. We. FmbeC. Norwell no. EEBe Obt MetOC. Lot Sloe Max O.0 Mm O.C. Mio' Thkknesz Vxl* 1 Wld wl-) W41 5'-5' 10 3A 2 1/2 5 3/4 9 1/2 3 1/2 5 3/4 19 3/8 5 314 12 5A 3/8 2 SAS 5 5 3/4 36 3/8 2 718 4 ]/1 5 3/4 16 1/4 3/8 2 5 5 3/4 36 ]A6x5/8 35 36 3/16 0 110 0 103 6' -5- 9 3/9 2 ]A 5 3/4 15 3/4 5 1/4 5 3/4 16 3/8 5 3/4 36 1/2 3 5/8 6 5 3/4 36 3A 2 7/8 4 112 5 3/4 36 1/2 2 1/2 4 5 3/4 36 ]A6x5/8 35 36 3/16 0 130 0 129 TS' 8 3/0 3 1/2 5 3/4 13 3/4 5 3/4 5 3/4 14 3/8 5 3/4 36 6 5 3/4 36 3/8 2 7/8 4 U2 5 314 S6 1/4 1/2 2 1/3 4 5 314 36 ]/16x5/8 35 36 3/16 0 150 0 149 8'-5" 8 In 3 112 5 3/4 11 3/4 5 1/4 5 3/4 12 3A 5 314 19 V2 3 5/8 6 5 3/4 36 3A 2 7A 4 1/2 5 314 22 3/4 1/2 3 314 8 5 314 36 7116 x5/8 36 36 3/16 0 1" 0 to 9'S 8 314 3 2/4 5 3/4 30 3/4 5 1/4 5 3/4 11 3/8 5 3/4 36 1/2 3 5/8 8 5 314 36 3/8 2 7/8 4 1/2 5 3/4 36 3/4 4 3/8 7 5 314 36 ]/1fi x5/8 36 36 3/16 0 1% 0 ]09 30'-S 12 3/4 4 3A 5 U4 9 3/4 5 1/4 5 314 30 3/8 5 3/4 19 1%3 3 5/B 8 5 3/4 16 1/4 1/3 3 7A 6 5 3/4 36 314 4 3/8 7 5 3/4 36 ]/16 x5/B 3fi 36 3/16 0 210 D 209 ]]'-5° 11 3/4 4 3/8 5 3/4 8 3/4 5 2/4 5 3/4 9 3/B 5 3/4 36 3/4 5 9/16 B 5 3/4 22 3/4 3/4 4 1/8 6 314 5 3/4 22 3/4 3/4 4 3/8 7 5 3/4 36 ]/16x5/8 36 36 3A6 0 230 0 229 12'-5' 8 1/2 3 112 5 3/4 B ]A 4 ]/2 5 1/4 WA N/A N/A N/A 18 9116 X3/4 18 0 1/4 0 250 O 248 14'-5° 9 1/2 3 1/2 5 3/4 11 3/4 5 1/4 5 314 13 3/8 5 3/4 36 IA 3 5/1 6 5 3/4 38 S/E 1/3 2 3/4 4 1/2 5 3/4 36 1/2 3 3/4 8 5 3/4 26 7/16x 5/8 26 17 3/16 389 290 359 28.9 15'-5° 11 3/4 4 3/8 5 314 9 3/4 5 1/4 5 3/4 9 3/B 5 3/4 22 3/4 1/2 3 5/8 0 5 314 36 3/4 4 1/8 6 3/4 5 3/4 36 314 4 3/8 7 5 3/4 20 7/16 x 5/8 20 13 346 525 3. Lp 3m 16'-Su B 314 4 3/8 5 314 N/A 7 3/8 5 3/4 a 0 3/4 5 one 8 5 3/4 36 3/4 5 314 8 3/4 5 3/4 N/A 13 7/16.518 13 9 3/16 776 330 753 330 37'.5" 9 3/4 4 3/8 613/16 N/A ]5 in 611/16 36 3/4 5 a/. 0 61346 36 1/4 5 3/4 8 3/4 613/16 22 3/4 3/4 4 318 B 613/16 32 9/16 x314 32 18 1/4 767 349 750 349 U.S. 8 1/4 4 3/B 613/16 N/A 13 1/2 613/16 28 1/2 3/4 5 9116 6 6 13/16 36 3/4 5 3/4 8 3/4 6 13/ifi N/A 28 9/16x314 a ]5 1/4 876 360 NO 30 19'5" N/A N/A 11 1/2 613/16 WA N/A X/A 24 9/I6x3/4 b 13 1/4 1D21 388 lab 389 20'-5" N/A N/A 9 3A 613/16 N/A N/A N/A 20 9A6x3/4 20 11 1/4 1202 409 1109 409 21'-5' N/A WA 8 1/2 613/16 N/A N/A X/A 18 9/16x 3/1 SB 10 1/4 13]0 428 1355 43a 2L5" N/A N/A 0 S/8 6 7/e N/A N/A N/A 24 11/16.718 24 13 5/]6 2551 M9 1539 ON ]3'5' N/A N/A 9 SA 6 7/8 N/A WA N/A 21 11/l6x]/8 21 12 5/16 1722 469 171D 470 24'S" N/A N/A 8 5/8 6 7/9 WA MIA N/A 19 11/16a 7/8 19 11 5/16 MO. 409 38A 490 ES'-5' N/A WA 8 5/0 6 7/8 N/A X/A H/A ]8 tins 7/2 18 10 5115 2059 so 3W] 530 26'-5" N/A N/A ll 3/4 ] 1/2 N/A N/A H/A 36 13116 x] 36 24 318 3803 528 3791 528 27'-5" N/A N/A 11 3/4 N/A N/A N/A 36 13/16x1 36 23 3/8 t947 548 1935 549 28'Y WA N/A ]0 314 N/A N/A N/A 36 13/16x1 36 21 3A 2090 5. 2078 so 29'1 WA WA 9 3/4 WA N/A WA 36 0/16x1 36 70 3/8 2233 SB9 2222 50 30'S" WA N/A 9 3/4 N/A N/A N/A 34 13/16x1 34 18 3/8 2377 Go 2365 � 31'5" N/A WA B 3/4 q1/2 N/A N/A N/A 32 13115 x2 32 ]7 3/8 2522 629 25M ON 32'-5" N/A N/A 8 3/4 N/A N/A X/A 30 13/16 x1 30 ]6 3/8 3667 649 2656 650 33'-5' N/A N/A ] 3/4 N/A N/A N/A 29 13116x1 29 15 9/9 2913 6N 2802 670 34'-5- WA N/A 7 3/4 WA N/A WA 37 "As x1 27 15 3/8 2960 690 2949 691 35'-5" WA N/A 7 3/4 ] 1/2 N/A N/A WA 26 13A6x1 26 14 3A 3108 710 3097 711 16'-5" WA WA N/A N/A N/A N/A 25 13/16x1 25 13 3/8 3257 731 3246 731 37'5" N/A N/A N/A N/A N/A N/A 34 13/16x1 3I ]3 3/9 3W7 751 3396 751 24 ELMWOOD AVE 1901 S. LITCHFIELD I MOUNTAINTOP, PA GOODYEAR, AZ �97 66299 •:�<� ELL NDveevedwaradutluki P:800.233.8366 :0, STATE F: 800.526.0841 0-. OF '4v - E: ADS@CORNELLIRC '- 6`S ',< O R I ID P' *N' S TITLE: '�i'a'S/ONALS WIND LOAD CONFIGURATION INSULATED ROLLING STEEL DOOR CP0001/CP0651 SLAT IMPACT RATED Unless otherwise specified, dimensions are in inches 8 Iolerances are: 0.000 = +/- 0.031 FRACTIONAL no +/-1 /32 ANGLES=+/-112 DEG ES-16-63-CIW ITLA I DATE I BY I E.C.O. ` I ORIGINAL ISSUE 10/18/14 TJE 1615 A REMOVED SPECIFIC ENDLOCK, ADD INNER ANGLE NOTE 12/11/17 CJR 1663 B REVISED BOTTOM BAR DETAIL; HOOD SUPPORT UPDATE 02/19/20 MAN 2027 CP0001/CPO651-0.0286/OA220 MMImum ThlMen Gelnniced or Sbinlea 5lwl-W PSE Concrete Minimum 3,00] Pa Quoprexies WeryN IAnNOrs are the same diameter as assembly 4atmers) OBG UpTo Wlndlo[k Flit b[rtim Slip 1Wntllo[Y Guitle miserably Wbmikes Weld gXry Assembly Fastener Diameter Assembly Former Sgnng Him Kwlk soll3 shown Wedge Peal Head Trv-sett Powers Wedge get Mn G.0 Embed Min. Well ThKk Edge Oisl MmMc Embal Min. WeN Tl,l[k Edge Oi11 Mb G.0 Embed Min. Wall Tblck Etlge us l Maroc.. FmbM MIn, Wall Tbkk Ed, qII 5'-5' WA N/A WA W. WA 3A M 36 2 3A 4 5 3/4 15 2 5/8 315AS 5 3/4 15 3 4 ]/2 5 3/4 12 2 3 5 314 6'-5° N/A N/A WA W. WA 3/8 24 28 2 3/8 4 5 3/4 12 2 5/8 335/15 5 3/4 13 3 4 112 5 3/4 ]0 2 3 5 3H T-5- WA WA WA W. N/A 3/9 14 9 E 3/8 4 5 3/4 11 2 541 3ISA6 5 3/4 11 3 4 ]/2 5 3/4 8 2 3 5 3/4 B'-5' N/A N/A N/A W. WA 3/8 24 WA 9 1 5A 315/16 5 314 ]0 3 4 112 5 3/4 7 2 9'-5' N/A WA N/A WA 3A 24 WA 8 2 5/8 315/16 5 3/4 9 3 4 U1 5 3/4 7 2 3 5 3/4 10Y-5' N/A WA N/A N/A 3/8 24 WA 8 2 5/8 315/I6 5 3A 8 3 4 1/2 5 3/4 6 1 3 5 3/4 1T-5° ] 5/16 0.532 CM29 1] 1/2 1s 16 3 1/1 5 1/4 5 3/4 16 4 1/2 6 314 5 3/4 We WP 14'5' ] SA6 0.532 C"No9 11 3/8 11 N/A 6 2 518 31U16 5 Us 6 3 4 1/1 5 1/4 5 2 1/2 3 314 5 3/1 15"Y' 1 1/2 0.656 0P0630 10 1/2 1B 36 3 5/B 8 613/16 12 4 1/2 6 3/4 613/16 9 4 1/8 6 3/16 613/16 8 3 ]/2 5 1/4 613/16 16'.1. 1 5A 0 ]81 CP0630 I 10 V2 16 28 3 5/8 B 613/16 11 4 112 6 3/4 613/16 8 4 1/8 6 3/16 6 W16 7 3 SR 5 1/4 613/16 11.11 1 3/1 0.906 Coal 9 1/2 II N/A 9 4 1/2 6 3/4 613/16 7 4 1/8 6 1/16 613/16 6 3 W 5 1/4 613/16 ]8'-5" 1 7/0 1A31 CAM30 9 1/2 13 WA 9 I ]/1 6 3/4 613/I6 ] 11/6 6 3/16 613/16 6 3 1/2 5 1/4 6]3/i6 19'-5' 2 1156 CN630 8 5/8 18 N/A 11 4 1/2 6 3/4 6 7/8 N/A 7 4 6 6 7/8 2 1.156 CP 630 8 5/B V X/a l0 4 1/2 6 3/4 6 7/8 N/A 9 5 7 1/2 6 7/8 2T-5- 2 1.156 CM30&CFW47 ] 5/9 IS WA 8 4 1/2 6 3/4 6 7A WA 9 5 7 1/2 6 7/8 2T-5° 2 1.156 CN630&CMM7 546 ] 5/8 16 WA 8 4Io 53/4 67/8 WA N/A 23'-5" 21/2 1.06 CM630&CP0647 548 7 3/4 is 22 5 5/B B 71/2 11 5 7In ] 1/2 12 61/8 915/16 ] 1/1 N/A 2Y.11 2 1/2 1655 CP0630 & CP064] 548 7 3/4 IB N/A 10 5 ] 1/2 ] 1/2 It 6 5/8 915/16 7 1/2 X/A 25'-5" 2 1/2 1.655 CP063D&CP0647 NB 7 3/4 18 WA 9 5 7 1/2 ] 1R 10 6 5/8 915/16 ] ]/2 WA 26'-V' 2 1/2 I656 CM30&CP0647 Sods 6 3/4 17 WA 9 5 7 ]/3 7 1/2 l0 6 5A 915/16 ] lk N/A 1/2 3.656 eN47 CP0630ICK647 648 5 3/4 16 WA 8 5 ] 1/2 ] 1R 8 6 SA 915/16 7 1/2 X/A 2B'-5° 2 1/2 IA56 CPC630547 "a 6 we 15 N/A 8 5 7 1/3 ] ]/2 6 6 SA 915/16 ] 1/2 N/A 29'8 2 1/2 1.656 CP0630 64] 648 6 3/4 ]5 N/A ] 5 7 1/2 ] 1/2 5 6 5/S 915/16 ] 1/2 N/A 30'-5' 2]R IASS CPo630Po647 648 6 3/4 14 N/A 7 5 71/2 7]/2 N/A WA 3]'i' 21/2 1,656 CPo . gods 5 314 13 N@ WA WA WA 35-5- 21/2 1.656 CPo6308CP0647 gods 5 3/4 12 N/A WA WA WA 24 ELMWOOD AVE 1901 S. LITCHFIELDF MOUNTAINTOP, PA GOODYEAR, AZ p; • S�/� = In ye 4gggggsyp�y VvWKM="jP: 800.233.8366 91, 2 F: 800.26.841 STATE OF , 46/' WIND LOAD CONFIGURATION INSULATED ROLLING STEEL DOOR :1"0001/CP0651 SLAT IMPACT RATED Unless otherwise specified, dimensions are in inches & tolerances are: 0.000 = +/- 0.031 FRACTIONAL = +/-1/32 ANGLES = +/-1/2 DEG 16-63-CIW LTR REVISION DATE BY E.C.O. e ORIGINAL ISSUE 10/16/14 TJE 1615 A REMOVED SPECIFIC ENDLOCK, ADD INNER ANGLE NOTE 12/11/17 CJR 1663 B REVISED BOTTOM BAR DETAIL; HOOD SUPPORT UPDATE 02/19/20 MAN 2027 CPWO]/ossal-D.Ol%/i Mlnlmum Tilskness 63lnNaed arSmnless Sell - SO KF, Cunt. Filled CMU Steel Wall anppan me Use same diameter as azmmbly Emil Supermpmed bads DN Mail Belk Mk Shis'. SN.,ftk2 Tempo Im WNded ThrokA Tapped WTp Max D.C. OY. Embed Ed,Wst Max O.C. Dia. Embed Ed8e04t Ma.O.C. Dla. OlEd, Mn O.C. Massa Max O.C. M.00 "'alm a Ox l6l wle) Oxll WI) S'S- 8 3/8 3 1/2 5 3/4 14 3/4 5 1/4 5 3/4 15 3A 5 3/4 36 7/16 x 5/8 36 36 3/16 0 138 0 ]36 12 3/4 5 1/4 5 3/4 12 3/8 5 314 36 J/Y6x 5A 35 96 3/16 0 163 0 161 8 111 3 1/4 5 3/4 10 3/4 5 I/4 5 3/4 11 3/9 5 3/4 36 7/16 x5/8 36 36 3/16 0 1B8 0 186 0'-5" 11 31. 4 31. 5 3/4 9 3H 5 3/t 5 3/4 9 3/8 5 3/4 36 7/I6x5/8 36 36 3/16 0 213 0 211 9'-5" 10 314 4 3/8 5 3/4 8 3/4 5 1/4 5 3/4 8 3A 5 3H 36 7/16 x5/8 36 36 3/16 0 In 0 ME 30'-5" 9 314 4 313 5 3/4 NA 8 3/8 5 3/4 36 7/16x5/8 36 36 3/16 0 263 0 261 12'-5" 8 1/2 3 1/E 5 3/4 8 1/2 4 1/2 5 3/4 N/A 10 9A6X3/4 38 18 1/4 IDS 312 62 310 14'5' WA N/A 6 3/8 5 3/4 12 7/16x5/8 12 8 3116 8% 363 919 352 15'A" N/A N/A 12 1/2 613/16 25 9/16x3/4 25 14 1/4 971 387 %5 387 HIS WA X/A it 0 613/16 22 9/16x 3/4 22 12 V4 1091 412 M69 412 17'5" N/A N/A 9 1/2 613/16 20 9/26x 3/4 20 I1 1/4 1207 436 118] 437 Its' N/A N/A 9 1/2 613/15 18 9/16x3/4 18 10 1/4 1317 "1 130] 462 le. S. N/A N/A 11 5/8 6 7/8 26 11/16 x7/8 26 14 5A6 1422 as 1407 an 20-5- X/A WA 10 5/S 6 7/B 23 1]AW/$ 23 11 5/16 HIS 511 IBM 512 IT 5" N/A N/A 8 5/8 6 7A 20 11/16x7/8 20 11 5/]6 1843 536 IBM 537 32'-1. X/A WA 8 5/S 6 7/8 1B 11/16x J/8 IB w 5/16 2049 561 2034 562 23-5" WA N/A 11 3/4 7 1/2 36 13/16x1 36 2a 3/8 1811 585 INS 505 24'5" N/A N/A 10 3/4 7 1/2 3fi 13/16xI 36 22 3/8 INS 610 1971 610 25'5" N/A N/A 9 3/4 7 1/2 36 13/16xl 36 20 3/8 3359 an 2345 635 26'5" N/A N/A 9 314 ] 112 35 13/16x1 35 19 3/8 2332 660 2318 "1 27'-5- WA IA a 3/4 7 1/2 32 13/16x1 32 17 3/8 2505 6B6 2492 SEE M.S. H/A WA 8 3H 7 1/2 30 13/16x1 30 I6 3/B 2M 711 2665 711 39'-5° X/A N/A ] 3/4 ] i/2 20 13/16xt 28 35 3/8 2855 A6 28a1 ]3] X/A ] 3/4 ] 1/2 37 13/l6x] 27 14 3/8 3030 762 3017 J62 31'-5" N/A N/A N/A 25 13/16x1 25 13 3/8 330J J8J 319a ]BB 32'-5" N/A N/A WA 24 13/16xl 24 13 32 3385 83i 3372 813 #: /l11 lrv0 58�29�9 v .0- �p: STATE OF F O 1 0NA 'EN01 24 ELMWOOD AVE 1901 S. LITCHFIELD I MOUNTAINTOP, PA GOODYEAR, AZ P: 800.233.8366 F: 800.526.0841 E: ADSQCORNI WIND LOAD CONFIGURATION INSULATED ROLLING STEEL DOOR ;P0001/CP0651 SLAT IMPACT RATED Unless otherwise specified, dimensions are in inches 8 tolerances are: 0.000 =+/- 0.031 FRACTIONAL = +/- 1132 ANGLES = +1- 112 DEG 16-63-CIW LTR REVISION DATE I BY E.C.O. ` ORIGINAL ISSUE 10/16/14 TJE 1615 A REMOVED SPECIFIC ENDLOCK, ADD INNER ANGLE NOTE 12/11/17 CJR 1663 B REVISED BOTTOM BAR DETAIL; HOOD SUPPORT UPDATE 02/19/20 MAN 2027 CP000]/CI0681-0ooloo OIIO Minimum ThI[Men GeMnhed m S.W. Stelp-W p5F Concrete Minimum 3,omnMlComminume Sl[e[gtll(An[M1On is. thu same dwmeter a5 azsembly fanumm) OBG Op To Windlo' Flrt lmrtion Slip WndlccM Guide Asse�M Wmdlmk WNtl "Is Assembly Faatenn Oiame[0 Asembly Fattener Spacing NIItlK kluill3 Si.w.Wetlge All Rei Nunit Tm Bult power Wc�e-mit MaaOC FIMed Min. Wall T6Kk Fdge Out MmaC Embed Mln. Wall 1TicY. Fdlie Unit MavOC. Embed Mln. Wall Thi[M1 soly.w. Max O.C. Embed Min. Wall ThNk Fdge Wsl 5'd" N/A WA N/A W. WA 3/8 24 28 ] 3/fl 4 5 3/4 13 2 5/8 315116 5 3A 13 3 4 1/2a 10 3 3 5 3/4 6''r WA WA N/A 344' WA 3/2 ]4 1fi 2 3/8 5 5 3/4 10 2 5M At5/16 5 3/4 I1 3 4 1/23 5 1/4]'5° WA N/A N/A 344' N/A 3/8 24 X/A 9 2 5/8 315/16 5 3/4 9 3 4 1/2 ] 2 3 5 3/48'-5" WA WA N/A Ma WA 3A 24 X/A 8 2 5/8 315/S6 5 3/4 8 3 4 19 6 2 3 5 3/49'-5°N/A WA WA3H' WA 3/2 24 N/A ] 2 5/0 315/16 53/4]3 4 19 5 2 3 5 3/4 R'-5' 1 5A6 0.532 CM29 Ki 12 1/2 1B 16 3 1/2 5 1/4 5 3/n 16 4 1/2 6 3A 5 3/4 N/A N/A 14'-5' ] 5/16 O.a69 [Po630 445 8 1/2 14 XG 9 4 1/3 6 3/4 613/16 ] 4 1/8 6 3/16 fi ]3/16 ] 4 6 613/]6 IS'-5° 1 318 0.01 GiKli N6 8 5/8 1B N/A 10 4 1/2 6 3/4 6 7/8 8 ] 112 11 1/4 6 7/8 9 5 ] 1/2 6 7M 3 1/3 0.656 CPo63D M6 0 5/8 18 N/A ]0 6 1/] 6 3/4 6 ]/e WA 8 5 ] 1/] 6 )/e ' ] 5/8 0.791 Clusl & CN64] 546 ] 5/8 17 N/A 9 4 In 6 3/4 6 7/8 WA 8 5 ] 1/2 6 7/9 " 1 3A 0.906 CM30 & 0F0647 SW ] 5/9 16 N/A a 4 W 6 3/4 6 719 WA ] 5 7 1n 5 7/8 . 1 7/8 1.031 CM630&CROM7 5411 7 5A ]5 N/A 8 4 1/2 6 3/4 6 7/8 N/A ] 5 ] 1/2 6 7/8 - 2 1.]56 CM630&CPoW] 546 7 SIB 14 N/A ] 41/2 63/4 67/8 N/A WA - 21/8 Lai CPo63D&CPo6q Vol ] 3/4 18 N/A to 5 71/2 71/2 1] 65/8 915/36 ]1/2 N/A '2 127-S� 318 3.531 CM630 & CM"7 548 ] 314 ]6 N/A 9 5 ] 1/2 ] 1RH/A ' 2 1/2 1656 CKOO&OPOW 548 6 314 is X/A 9 5 ] 1/2 7 1%2 10 6 5/8 9IV16 ] 1/2 WA ° 2W 1.656 ouil&CMU7 M8 6 3/4 16 WA s 5 71n 71/2 8 65/8 915/16 7IP WA " 2 1/2 1.656 CPo630&OPOW "a 6 3/4 IS WA 0 5 7 1/2 ] 1/2 6 6 518 91SI16 7 1/2 NM"2In 1.656 CW630&CPo64] 640 6 3/4 14 WA ] 5 ] 1/2 ] 1/2 5 65/8 915/16 71/] N/A ' 2 1/2 1.06 CPo630&CPoCN] 548 5 3/4 13 WA 7 5 7 1/2 7 1/2 N/A WA ' 21/2 1.656 1 0Po630&Cu)M7 I 618 1 5 1 3/4 13 N/A WA N/A N/A 29'-5- 21/2 1.654 1 1 CROO&ON"71 648 1 5 1 3/4 1 12 1 N/A WA N/A N/A n ��p�; V� .�': 24 ELMWOOD AVE 1901 S. LITCHFIELDI g;• 6'•.�� MOUNTAINTOP, PA GOODYEAR, AZ *: ° 56299 ° * ',� * —nFloyedwe d6&r w6ltloruC P: 800.233.8366 0�1, ° STATE OF F: 800.526.0841 , !v E: ADS@CORNELLIRON.COM '� O R t D P ���" TITLE: DRAWN Bl 'S�0NgLEN�;``� WIND LOAD CONFIGURATION "" TJE INSULATED ROLLING STEEL DOOR DWG O: CP0001/CP0651 SLAT IMPACT RATED E Unless otherwise specified, dimensions are in inches & tolerances are: 0.000 = +/- 0.031 FRACTIONAL=+/-1/32 ANGLES=+/-112 DEG 16-63-CIW LTR REVISION DATE I BY I E.C.O. ' ORIGINAL ISSUE 10/16/14 TJE 1615 A REMOVED SPECIFIC ENDLOCK, ADD INNER ANGLE NOTE 12/11/17 CJR 1663 B REVISED BOTTOM BAR DETAIL; HOOD SUPPORT UPDATE 02/19/20 MAN 2027 CP0DWCM651-0.02%1,-0 WiMmum miek 6Nv 1«S nbs%e -60 M, runt. Rllcf CMu St.I MAl an h. areN--diameter as attem* lassmers) Supedmp0 W l 4 DBG HUM Meik&Is3 Smpson 5bonp-Mft2 n.u,h Bd Wdtled TM�N T.PW Up To Mar O.0 Wa. E--d E4 — Max O.C. Dla. EmbW EQe Oist Max.O.C. Dla. crt— Max O.C. Sb15ue Max O.C. Max O.f. Thk w(. ) W 1-1 W l-1 5'-5' 8 1/2 3112 5 314 ll 3/4 5 3/4 5 3/4 12 3/2 5 3/4 36 7/16 x5/8 35 36 3A6 0 0 im 6'-S 9 3/4 3 1/4 5 3/4 30 3/1 5 f/4 5 3/4 0 318 5 3/4 35 7/16z5/8 36 36 3/16 0 0 293 ]'3' 11 3/4 4 3/8 5 3/1 8 3/4 5 ]/4 5 3/4 9 3A 5 314 35 7/16xW8 36 36 31M 0 0 223 8'-5" 9 3/4 4 LH 5 3/4 N/A 8 3/8 5 314 36 7/16x 5/8 36 36 3116 0 d4M O 253 9'-5" 8 3H 4 3/9 5 314 N/A ] 3/8 5 3/4 M 7/16x 5/8 36 3fi 3/16 0 0 283 12'-5" 8 1/2 3 1/2 5 3/4 8 1/2 4 1/2 5 3/4 WA 18 9/16%3/1 18 1B 1/4 412 365 3/3 14'-5" WA WA 9 1/2 613A6 17 9Afix3/4 1J 9 1/4 13M 1351 43615'-5' N/A N/A l0 5/8 6 ]/8 23 11/16x 7/8 33 12 5/16 16M 15]9 466 16-V WA N/A 10 5/8 6 7/8 22 SS/M.7/Ag 22 12 SA6 16% is" 496 D'-1. N/A N/A 9 Vs 6 7/8 21 IV16x 7/8 21 11 5/16 17]] 524 1711 525 10'5" N/A H/A 8 5A 67/8 M 11/16x]/8 20 11 5/16 1823 554 Mi 555 ]9'5" WA N/A 8 5/8 6 2/8 19 11/16 x7/8 19 30 5116 1970 583 1951 585 20'V WA WA 7 518 61/8 18 11A6x7/8 18 10 5/16 2%1 613 M50 614 21'-5" WA N/A 10 3/4 2 1/1 36 13/16.1 36 20 3/8 2173 6M 2150 6a4 2T-5" N/A N/A 9 3/4 7 2/2 36 13/16x1 36 20 3/8 223 673 23'-5" N/A H/A 9 3/4 ] 0 % 13/16 x1 36 19 us 2235 M2 WA MIA 8 3/4 7 1/2 33 13115 x1 33 18 3/8 2439 A3 2VV WA WA 8 3/1 7112 30 13/16x1 30 16 3/8 2642 263 WA WA ] 3/4 71/2 28 13/16.1 M 15 318 3245�732 2M5 M3 2]'5" WA WA ] 3/4 ] 1/2 26 13/16.1 26 14 3/8 3%9 824 28'-5" N/A WA N/A 25 13116 x1 25 13 3/9 3254 B54 19'-1.N/A N/A N/A 23 13115 xl 23 12 3/9 3460 P85 . 33 ' •• STATE OF ,'4U jr I .c ' . �.��ONALIEN.� O, 24 ELMWOOD AVE 1901 S. LRCHFIELD I MOUNTAINTOP, PA GOODYEAR, AZ P: 800.233.8366 F: 800.526.0841 E. ADS@CORNI WIND LOAD CONFIGURATION INSULATED ROLLING STEEL DOOR :P0001/CP0651 SLAT IMPACT RATED Unless otherwise specified, dimensions are in inches 8. tolerances are: 0.000 = +/- 0.031 FRACTIONAL=+/- 1/32 ANGLES = +/-112 DEG SIZE: SCALE: SHEET: B SNOTE 20/40 -16-63-CIW LTR REVISION DATE BY E.C.O. ' ORIGINAL ISSUE 10/16/14 TJE 1615 A REMOVED SPECIFIC ENDLOCK, ADD INNER ANGLE NOTE 12/11/17 CJR 1663 B REVISED BOTTOM BAR DETAIL; HOOD SUPPORT UPDATE 02/19/20 MAN 2027 CP0001/00651-0.0296/0.8M Minimum TlOdnm GPMMwtl w SYNkM Steel-0 W Concrete Mlnlmum 3,W0 MI Campresrve 5bmgtM1 (A 6. are Me same diamRer as euembNftnkenm) OBG Op TO "IdInck FIM aeaiw Slip Wlndlmk Gultle AfaemblY Wndi.k WNtl pah pas—bi, Fafener O in. Au.MY Fastentt SpxIng HIXI Mwik edt3 Slmpmn Wetlge Al 1W Hind Tru bON P eN INMg Igi* Ma O.C. Cmb Min WaII Thirk FJge Disc Manac unw MIn. WNI Thlck Edge Oht M.O.0 Embetl MIn. Wall Thikk EdgeM M.O.C. Emhe6-5•WA WA N/A 3H' N/A 3/8 24 I6 3 3/B 4 5 3/4 11 2 5/8 355/16 5 3/4 12 3 4 1/2 5 3/4 9 26'-5' N/A WA N/A W. N/A 3/8 24 6 2 3A 5 5 3/4 9 2 5/8 315/16 5 3/1 w 3 4 1/2 5 3/4 7 27W W"d� N/A N/A WA W. WA 3/8 24 N/A 8 2 5/8 3l5/16 53/4 8 3 4 1/2 5 3/4 6 28'-5- N/A WA N/A W' N/A 3M 24 N/A ] 2 5/8 3ISAG 5 3/4 ] 3 4 1/2 5 3/4 6 29'-5- WA WA WA W. WA 3/8 24 N/A 6 2 5/B 315p6 5 3/4 ] 3 4 V2 5 314 5 2 12'W 1 SA6 0,532 CP0679 OC1 12 1/1 18 16 3 1/2 5 1/4 5 3/4 16 4 1/2 6 314 5 3/4 WA WA 15'W 1 3/8 0.531 M630&CIV647 516 7 5/8 11 N/A 9 4 1/2 6 3H 16'-5- 17/16 0.594 M630&CKR7 54fi 7 5/8 15 WA 8 41/2 6314 6718 WA WA 17'-5' 11/2 0.656 CPo630&CP064> 548 6 3/4 18 N/A 10 5 ] 1/2 71/2 11 6 5/8 915/I6 ] 112 N/A 1., 15/8 0.781 CP0630&oNW W 5 3/4 18 N/A 9 5 7112 71/2 10 65/B 9i5A6 71/2 N/A 19'-V 13/4 0.906 CP0630 & CP007 me 6 314 18 N/A 9 5 ] 1/2 7 1/2 10 6 5/8 915116 7 1/2 N/A 20'-5" 17/8 1.031 CP0630 & CP064] 518 6 314 IH N/A 9 5 7 1R 7 2/2 9 6 5/8 915116 7 In N/A 21'-5" 2 1.1% CP0630&CP064] 548 6 3/4 17 N/A 8 5 7 112 ] 1/2 8 6 5/8 915116 ] 1/2 X/A 32'5" 21/4 1.406 CAT630&G WI 645 6 3/4 16 N/A 8 5 ]1/2 71/2 8 65/8 915116 71/2 N/A 23'-V 2 3/8 1.531 CPJ630&M547 &S 6 3/4 16 N/A 8 5 7 12 7 W 7 6 5/8 91 AIS ] 1/2 WA 24'-5" 21/2 1.656 CPo630&CPoW7 648 6 3/4 15 X/A ] 5 71/2 71/2 6 65A 915/16 71/2 WA 25'-5" 21/2 1.656 M630&CPDW7 W8 6 3/4 14 N/A ] 5 71/2 71/7 W0. N/A 26'-5' 2 1A i656 CM630&CP0W7 Wa 5 3/4 13 X/A N/A WA N/A 27'-5' 21/2 1.656 CP0630&CP064] WB 5 3/0 1 12 1 WA N/A WA N/A 24 ELMWOOD AVE 1901 S. LITCHFIEL.DI MOUNTAINTOP, PA GOODYEAR. AZ 7t - y82../99 :•�- ���� P: 800.233.8366 0 0 •t * F: 800.526.0941 ,DrT'••,STATE OF .2r` E: ADS@CORNELLIRO ' SY0'.. R I O?.-' L" � TITLE: WIND LOAD CONFIGURATION �.,oNA Iet;&&&. INSULATED ROLLING STEEL DOOR CP0001/CP0651 SLAT IMPACT RATED Unless otherwise specified, dimensions are in inches & tolerances are: 0.000 =+/- 0.031 FRACTIONAL = +/-1 /32 ANGLES = +/- 112 DEG 6-63-CIW LTR I REVISION 1 DATE I BY I E.C.O. " I ORIGINAL ISSUE 10/16/14 TIE 116151 A REMOVED SPECIFIC ENDLOCK, ADD INNER ANGLE NOTE 12/i i/17 CJR 1 1663 B REVISED BOTTOM BAR DETAIL: HOOD SUPPORT UPDATE 02/19/20 MAN 2027 CPo001/[Po651-0.02%/0.0]20 minimum ThIMesa Gelvanitttl. stainless steel -65li f, C.. Fill. ClAu Seel Mall anchora are Me same Oi.Me.[a[sembll, 'stenos) Sti,ai,retl Wadi OBG MIN KwIk Mat simpler SMM-Boh2 ".0 Molt Wattled Fait Tappetl UPTO Max O.C. Dla. F eE Edsi Mae O.C. Me. Embed Btl8e0ut Max. O.0 Dia. Eae Olatan[e Max O.0 SIM We Mm O.C. M.O.C. Min' ThMMM, Vx BI WIH '/a F) WI-) 5'-5° 8 3/4 3 1/4 5 3/4 10 3/4 S I/4 5 3/4 11 3/8 5 3/4 35 7/16x5A 36 36 3n6 D in 0 IT, 6'-5• R 3/4 4 3/9 5 3/4 9 3/I 5 1/4 5 3/4 9 3/8 5 3/4 36 7/16x5A 36 36 3/16 0 212 0 209 P-5° 10 3/4 1 3/8 5 3/I 0 3/4 5 1/4 5 3/4 8 3/8 5 3/9 36 ]p6a5/8 36 36 3/16 O 244 0 U2 8'-S" 9 3/4 4 3/8 5 314 WA 7 3/B 5 3/4 96 7/16x 519 36 36 3116 0 272 0 274 9'5" 8 3/4 4 3/8 5 3/4 N/A fi 3/8 5 3/4 36 7/16x5/8 36 36 3116 0 309 0 307 it v 8 1/2 3 1/1 5 3/4 8 1/E 4 1/2 5 3/4 N/A 18 9/16 %3/4 18 18 1/4 566 406 517 404 15'-5" N/A N/A 9 5/0 6 7/8 20 11/16 x7/9 20 11 5/16 1826 504 1]90 505 16'1 N/A N/A B 5A 6 7/8 18 11/16x7/B 78 10 5/16 2040 537 no 17'-5" N/A N/A 10 3/4 7 1/2 36 13/16 x1 36 19 3/8 2254 90 $71 iM'-5" N/A N/A 9 3/4 7 V2 15 13/16a1 35 19 3/8 2312 602 603 39'3' N/A N/A 9 3/4 7 1A 3a 13/16x2 34 a 3/8 2385 634 535 20'5" N/A are 9 3/4 7 V2 33 13/16x1 33 18 3/0 Zro 6% 567 21'5- WA N/A a 3/4 7 1/2 32 33/16e1 32 3/8 2550 09 P2U4 699 22'-5" N/A WA 8 314 7 1/1 32 13/16xl32 3/8 24M 729 no 23'S" N/A WA 8 3/4 7 ]/3 31 13/16x1 31 3/B 2592 ]61 ]62 24'-V N/A WA 7 3/4 ] 1/2 30 13/16e1 30 j17 3/8 2690 191 net 25-5" WA WA 7 3/4 ] V2 28 13/16xi 28 3/8 29. 826 827 26-5" N/A N/A WA 26 13/15.1 2fi 3/8 3126 859 860 2]'S" N/A N/A N/A 24 13/I6n1 24 3A 334I �2 B27 893 V.-. 24 ELMWOOD AVE 1901 S. LITCHFIELD I NSMOUNTAINTOP,PA GOODYFI3R,AZ 8299 •;m<�CORNELL �* = Innov2rtive Door 9olotwni P: 800.233.8366 F: 800.526.0841 � 1, STATE OF ::Jr E: ADS@CORNELLIRON.COM IllLt: WIND LOAD CONFIGURATION INSULATED ROLLING STEEL DOOR CP0001/CP0651 SLAT IMPACT RATED Unless otherwise specified, dimensions are in inches & tolerances are: 0.000 = +/- 0.031 FRACTIONAL = +/-1/32 ANGLES=+/-112 DEG 16-63-CIW c arr�il . II DATE I BY I E.C.O. ` ORIGINAL ISSUE 10/16/14 TJE 1615 A REMOVED SPECIFIC ENDLOCK, ADD INNER ANGLE NOTE 12/11/17 CJR 1663 B REVISED BOTTOM BAR DETAIL; HOOD SUPPORT UPDATE 1 02/19/20 MAN 2027 @000]/VW51-0.0296/O.W0 Minlmum ThIdnen GavaniveB or Startles, Stand -]IIM Concrete Minimum 3,AM P51 C nnpraaive SttengM(Anchors are thesame diameter aBS.OlyfartAl "P�To Wlntllmk NM b atlan SIN WIncl k Ny Ntllock W-M PRN Aeambry Fart¢ner Oiametes AHembly Fastener Soong HIM Palk soft Smpmn Wedge All Had Head TruWlt Powers Wedge t MaxOC Embetl Min. Wall Tbick Edge Oist MaxOC EmbN MIa WaA Thick Edge 0lrt Mav O.0 Embed MIn. WaN Thlek gtlK PIO[ MIn. Wart Thick Fie 04t 5'-S' N/A N/A N/A N/A 3A 24 6 2 3/8 4 5 3/4 10 2 5/8 315/16 5 314 33 3 4 1/2 5 3/43 5 314 6'-5- H/A N/A H/A N/A 3/8 24 H/A 9 2 5A 335/16 5 3/4 9 3 4 1/2 5 3/43 im 5 3/4 ]'-5- N/A N/A N/A ' N/A 3/9 24 N/A 8 2 5/8 315/16 5 3/4 8 3 4 1/2 5 3/43 5 3/4 ll-s- H/A H/A N/A W. N/A 3/8 24 N/A ] 2 5/8 315/15 5 3/4 ] 3 4 3/2 5 3/a3 5 3/4 15'-V 1 5/16 0.469 CM530A CPo64] 6 5/8 14 N/A ] 4 1h 6 314 6 ]/8 N/A WA S6'-5' ] 3A 0.531 CM630&CAI 6 3/4 18 N/A 9 5 ] ]/2 ] 1/2 10 6 5/B 9 15/ib ] 1/2 H/A 1]'5' 1 ]/S6 05W CPo630&CPot7 6 Muds 3/4 18 N/A 8 5 ] 1/2 ] V2 MA N/A I.,. ] 1/2 0.656 Canoulk Po6O 6 3/4 16 H/A 8 5 ] 1/2 ] 1/2 6 fi 5/B 915/]6 ] 1/2 N/A 111. 1 5/8 0.781 CPo6308CPo647 6 3/4 16 H/A ➢ 5 7 W 2 1/2 6 6 5/8 915/16 2 ]/2 N/A 20'-5- 3 3/4 0.986 CPo630&CAM4] 6 3/4 15 H/A ] 5 ] 1/2 ] 1/2 5 6 5/8 915/16 ] ]/2 N/A 33'-5- ] 7/8 LOU CPo63011CPo64] 6 3/4 IS H/A 7 5 ] 1/2 ] 1/2 N/A N/A 22'-5' 2 1.156 CNISO&CPo647 5 3/4 14 H/A ] S ] 1/2 > ]/2 N/A N/A 33'-5'1Z CPo630&CPo6a] 5 314 14 N/A ] 5 ] 1/2 ] 1/E N/A N/A 24'-5' 2 3/B 1.531 CPo630 & CPo647 5 3/4 13 WA ] 5 ] 1/2 ] 1/2 N/A H/A 2 212 3656 CP0630 A CF064] 5 314 13 N/A N/A N/A N/A 26'-5° 2 1/2 1fi5a CF0630& CPo64] 5 3/4 12 N/A 000M/C80651-0A296/OA200 MlMmum Thldnaxa 6allembed w Malnlass Mead -]0 PSF Poled CMu Steal (Wall Inchon ael a lamedlamRerxasaembly EahZersl Sooerimpoael Lee& 00G HIM Nell, IMk3 Smpson sHwg-Borc2 rnaOugh Wn welded eokeM1 Tanned! 0 Mix0.C. Oia. Fmbetl Etlge DiII Max O.C. 01a. Embetl Edge Dist Max O.C. Dia. Oitl�antt Max O.C. SNt91e Max0.C. Mavo.c Tbkk., Ot 13) WIH Val -1 W(-1 8 1 3/4 1 3 1/4 1 5 3/4 10 1 3/4 5 114 5 3/4 30 3/8 5 3/4 36 706 x5/8 36 36 3/16 0 393 0 1% 1 3/4 1 4 3/8 1 5 3N 8 1 3/4 5 1/4 5 3/4 9 3A 5 314 36 ]/]6x5/8 36 36 3/16 0 228 0 225 7'1' 9 1 3/4 4 3A 5 1/4 N/A 0 1/8 5 3/4 36 7/16a 5A 36 36 3/16 0 263 0 260 8'-Y 8 3/4 4 3/8 5 3/4 N/A ] 3/8 5 3/4 36 7/16x5/8 36 36 306 0 290 0 295 11. 1.1 H/A N/A ] 5/8 6 7/2 I6 1V16x7/8 16 9 5/]6 22M 544 203 .5 16'S N/A N/A 9 3/4 ] 1/2 33 13/16x1 33 18 3/8 US] 580 2405 SIM MA H/A 8 3/4 ] I/2 31 13/16x1 31 16 3/8 2651 QS 2603 616 18'5" N/A N/A 8 3/4 7 112 29 13/16x1 29 15 3A 2837 01 2793 01 Iv v H/A MIA ] 3/4 ] ]/2 28 13116x1 28 15 1/8 28% 685 2826 685 20'-5" H/A WA ] 3/4 ]W 28 13/16x1 28 IS 3/9 29]] 719 2851 720 31'-5" N/A N/A J 3/4 ] 1/2 37 15 3/8 2901 753 2950 759 2vv WA N/A ] 3H 71R 26 26 14 3/8 was ]88 M26 ]88 23'5" N/A N/A ] 314 ] 1/2 26 26 14 3/8 31M 822 aim 823 24'5- N/A N/A 2 3/4 ] 112 26 &.ID 26 14 3/8 3062 855 3M1 Man 25'-5' H/A H/A N/A 25 25 ]4 3/8 31S7 890 3139 .1 26'5 H/A N/A H/A 24 24 13 3/8 33M 925 33n 926 24 ELMWOOD AVE 1901 S. LRCHFIELD I MOUNTAINTOP, PA GOODYEAR, AZ *.NQ 51W9al door sohNalC P. 800.233.8366 T F: 800.526.0841 •'* = E: ADSQCORNELLIRO V : ; 0: z TITLE: �'.. STATE OF .:41u WIND LOAD CONFIGURATION T :T .,Fss�o R ID Nc�N•' INSULATED ROLLING STEEL DOOR CP00011CP0651 SLAT IMPACT RATED Unless otherwise specified, dimensions are in inches & tolerances are: 0.000 = +/- 0.031 FRACTIONAL =+/- 1/32 ANGLES = +/-112 DEG 16-63-CIW LTR REVISION DATE BY E.C.O. ORIGINAL ISSUE 10/16/14 TJE 1615 A REMOVED SPECIFIC ENDLOCK, ADD INNER ANGLE NOTE 12/11/17 CJR 1663 B REVISED BOTTOM BAR DETAIL; HOOD SUPPORT UPDATE 02/19/20 MAN 2027 CP80Y1/CPKSI-MUM/MGM Minimum TNlMeas Ga eselae6ar SpInIm 3bN-30M Camune Minimum 3,000 PH CompressNe Strength (Andwrs a m the same diameter as assembly nauseam) 00G UpTo NendlM Flit Laa[bn Slip Wintllo[k Guid AUEmaY uAndb[k Wtltl PXcb Assembly Fistentt ObmNer AssemblY pan me SpacNg HiNi KMk Bnk3 Slmpwn WedAAll Fel Heul Tm Get Powers wund"But MesOA EmMi Min. WNI Thick. ftlge 0isi MaaOC Fmbetl M1°'Wrtl Thitic Edge Mst Mu O.0 FmbW Min. Wall TM1isk. Etlge 00[ Ma[OL FmUetl Min.wall "isL Edge pLrt 5'-5" N/A X/A N/A 34O WA 3/8 N 36 2 3/8 4 5 3/4 36 2 5/9 335/16 5 314 36 3 4 1/2 5 3N 30 2 3 5 3/4 6'-5° N/A WA WA W. N/A 3/8 24 36 2 3A 4 5 3/4 32 2 5/0 315/16 5 3/4 33 3 4 1/1 5 3/4 25 2 3 5 314 7'-5" WA WA N/A 3N' N/A 3A 24 36 2 3/8 4 5 314 28 2 5/8 335/16 5 314 20 3 4 IP 5 3/4 22 2 3 5 3/4 813" N/A WA N/A W. N/A 3/8 24 36 2 3/9 4 5 3/4 24 2 5/8 315/16 5 314 25 3 4 1/2 5 3/4 19 2 3 5 3/4 9'-5° N/A WA N/A 31✓ WA 3A 24 36 2 3/8 4 5 3/4 R 2 5/0 315/16 5 3/4 22 3 4 1/2 5 314 SJ 2 3 5 3/4 10'-S N/A WA WA W. N/A 318 se 36 2 3/8 4 5 3/4 20 2 518 3 ZA6 5 3/4 20 3 4 1/2 5 3/4 15 2 3 5 3/4 WA WA WA W. N/A 3/8 24 36 1 318 4 5 3/4 18 2 5/8 315/16 5 3/4 18 3 4 0 5 9/4 14 2 3 5 314 12'-5' N/A WA WA 3H' N/A 3/8 24 36 2 3/8 4 5 3/4 S6 2 5/8 3 ZAG 5 3/4 17 3 4 1/2 5 3/4 13 2 3 5 3/4 13'-5" WA N/A WA W. N/A 3/8 24 36 2 3/8 4 5 314 15 2 %hl A 35AS 5 3/4 16 3 4 1/2 5 3/4 12 2 3 5 3/4 14'-5" N/A WA WA 3 ,. N/A 3/8 24 36 1 3/8 4 5 3/4 14 2 5/8 315/16 5 3/4 14 3 4 1/2 5 3/4 11 2 3 5 W4 15'-5" X/A N/A WA W. N/A 3/8 24 36 2 3/8 4 5 3/4 13 2 5/8 315A6 5 314 13 3 4 1/2 5 314 30 2 3 5 3A 16..5° WA N/A N/A 34l' N/A 318 2A 28 2 3/8 4 5 3/4 12 2 5/2 315/16 5 3A 13 3 4 1/2 5 3/4 30 2 3 5 3/4 17W N/A WA WA 3 A. N/A 3/8 34 0 4 5 3/4 12 2 5/8 315/16 5 3H 12 3 4 1/2 5 3/4 9 2 3 5 3/4 18'-5" N/A WA N/A W. N/A 3/8 24 11 2 3/8 4 5 3/4 11 2 5/8 aIS/I6 5 3/4 11 3 4 1(2 5 314 9 2 3 5 3/4 I9'-5" 1 1/2 0.719 CM629 3A4 12 3A 10 36 2 3/8 4 5 3/4 14 2 5/8 315/16 5 3/4 14 3 4 1/2 5 3/4 9 3 3 5 3/4 20'-5" 1 112 OJ19 OW29 3" 12 3/$ 18 IZ 2 3/8 5 5 3/4 10 2 5/0 315/16 5 3/4 11 3 4 1/L 5 3/4 6 2 3 5 3/4 21'-5" 1 in 0.719 owa, 3M I2 3/9 15 WA 8 2 5/8 3]5A6 5 3/4 8 3 4 V3 5 3/4 5 2 3 5 3/4 22'-5° 1 112 0.719 CP0629 w I1 3/8 13 WA 7 2 SM 3ISAB 5 314 7 3 4 1/2 5 3/4 4 2 3 5 3/4 23'-5" 1 1/2 0.719 CPW29 344 11 3/9 it WA 6 2 5/8 315/16 5 3/4 6 3 4 1/2 5 3/4 4 2 1/2 3 314 5 3/4 24'-5° 2 Late CP0629 4A5 ]2 1/2 3 5/8 6 613/16 17 4 1/2 6 314 613/15 13 4 1/8 6 3/16 613/16 J 2 1/2 3 3/4 613116 25'-5' 3 1.319 CPW29 445 ll 1/2 3 5/8 6 613/16 15 4 U2 6 3/4 6l3/16 13 4 1/0 6 3/16 613/16 7 2 1/2 3 3A 613/16 26'-5° 2 1.219 o`%Z9 4 S 1] W a 3 5/8 6 613/16 13 4 1/2 6 3/4 613/16 11 4 1/8 6 3A6 613116 6 2 I/2 3 3/4 613116 2]'-5" 2 1 ]Sfi CPC630 MS 30 1/2 3 5/8 8 6l3/16 lE • 1/2 6 3/4 613A6 9 4 I/8 fi 3/Ifi 6 ]3/I6 8 3 1/2 5 1/4 613/16 2 1.1% CP%w HS 9 I/2 3 1/8 B 613/16 11 4 1/2 6 3/4 613A6 8 4 ]/g 6 3A6 613/16 J 3 V2 5 1/4 613/16 a,5" 2 1.156 CPo630 445 9 112 11 N/A 10 4 1/2 6 3/4 613/16 8 4 1/8 6 3A6 613Afi 6 3 1/2 5 114 613/16 30'-5" 2 1.15fi M530 4,5 9 1/2 14 N/A 9 4 1R 6 314 613116 7 4 1A 6 3/16 613/16 6 3 1/2 5 V4 613A6 31'-5" 2 1.1% M630 HS 8 1/Z 14 N/A 8 4 1/2 6 3/4 613/I6 ] 4 1/9 6 3/16 613/16 6 3 1/2 5 1/4 613/16 32'-5 2 1.1% CM630 .5 8 112 13 N/A 8 4 In 6 3/4 613136 6 4 119 1 6 3116 1 613/16 J 4 6 613/S6 33'-5" 2 2.156 CP0630 .6 8 5/8 18 WA ]0 4 1/2 5 3H 6 7/8 WA 9 5 ] 1/2 6 7/8 3A'-1.*1.� CP0630 446 8 5/0 18 N/A 30 4 1/2 6 3/4 6 7/8 WA 9 5 7 1/2 6 7/8 35'-5'CPC630 5/8 SB WA 9 4 I/2 6 314 6 7/8 WA 0 5 7 1A 6 7/8 CPo63G&CpM475/8 lJ N/A 9 4 1/1 6 3/I 6 ]/e N/A 0 5 7 1/i 6 7/B 17/8 CP0630&CP064J5/B 16 N/A 8 41/2 634 6J/8 N/A 7 5 71/2 W.-5"CP0630 & CNX 4J5/8 VM7 IS X@ 8 4 1/2 6 3/4 6 ]/eWA N/A M.4111 CPM30&CPo6475/8 15 WA 8 41A 6 314 6 J/8 N/A N/A 4tl-5' CPMN&CPo64]3/0 1 18 22 5 5/8 1 8 1 7 IA 1 12 1 5 ] ]/2 J t/3 13 6 5/8 91E/16 It/2 N/A 24ELMWOODAVE 1901S.UTCHFIELDRDI Unless otherwise specified, MOUNTAINTOP, PA GOODYEAR, AZ I dimensions are in inches & tolerances are: o 58299,01,� — low 1111111 _Inm`vatlre iF- P: 800.233.8386 F: 800.526.0841 y(p E: ADS@CORNELLIRC srarE of .:�? TITLE: WIND LOAD CONFIGURATION o R I D P `��`�� INSULATED ROLLING STEEL DOOR ,ONA VA 111",% „`p CP0001/CP0651 SLAT IMPACT RATED 0.000 = +/- 0.031 FRACTIONAL = +/-1132 ANGLES = +/-1 /2 DEG ES-16-63-CIW LTR REVISION ORIGINAL ISSUE A REMOVED SPECIFIC ENDLOCK, ADD INNER ANGLE NOTE B REVISED BOTTOM BAR DETAIL; HOOD SUPPORT UPDATE DATE BY I E.C.O. 10/16/14 TJE 1615 12/11117 CJR 1663 02/19/20 MAN 2027 [P W OS/CPo651- 0.0105/0.0]20 Mlnlmum 1Mtlmess GaMNaM w SfNnlws $teN - 20 P55 font. WIedomu track Conueta Minlmum3,oWnlC prosive Sben¢h Steel lWall anchome I mona)dameter asassmbly wpedmposedioad: DW Hill K kNdt3 Smpsm wmng'Wit 2 Thrwgh Bch HIN Wk WK T2 Simpmn 5trong"BOX 2 T4 Aedhead TruhoNt WeIdM Nit PoIt TapKtl Up To Mex O.0 Oia. Fmhed Edge Dot Mw O.C. Dla. Embed Edgeprt Max.O.C. qa. edge Detente Maxor me Embed. Min Wall ThIN. Edge Dist Max O.L Dia. Emm. Mln Wall Thick. Ed0e01st Mw O.C. Oit. Embed Mio Wall Thlok Etlge Mt M. O.C. SlptSre Max O.C. MI°' Th"e. Vx ld WVI `M I-1 WI'1 5'-5" 9 3/8 1 5/8 5 3/4 15 3/8 2 $/a 5 3/4 36 318 5 3H 36 3/8 2 5/15 4 5 3/4 36 3/8 1 7/8 3 1/4 5 3/4 36 Us 2 4 5 3/4 36 ]/]6x 5/9 36 36 3116 D 55 0 55 6'-5" a 3/9 2 In 5 3/4 12 3/2 2 5/8 5 314 32 3/8 5 3/4 3fi 3/8 2 5/16 l 5 3/4 36 3/8 1 7/8 3 ]/4 5 3/4 19 3/8 2 4 5 314 36 7/16xsA 36 36 3/]6 0 65 0 65 7'5' S6 3/8 2 1/2 5 3/4 11 3/8 2 SAS 5 3/4 28 3/8 5 3/4 36 3/9 2 5/16 4 S 3/4 36 3A 1 7/9 3 1/4 5 3/4 36 3/8 2 5 5 3/4 36 7/16x5/8 36 36 3/16 0 75 0 75 8'-5° 14 3/8 2 ]/2 5 3/4 9 3A 2 SA 5 3/4 24 In S 3/4 36 3/8 2 $As 4 5 3/4 28 1/2 318 1 7/8 3 1/4 5 3/4 36 3A 2 5 5 3H 35 7AGx SA 35 36 3/I6 0 Its 0 85 9'-5" 12 3A 2 In 5 3/4 a 3/8 2 519 5 3/4 22 aA 5 3/4 R 3/4 3/8 2 5/16 4 5 3/1 36 3/8 2 7A 4 1/2 5 3/4 35 3/8 2 5 5 3/4 35 was.5/0 36 36 3/16 0 95 0 95 10'S" 11 3/8 2 112 5 3/4 9 1/2 3 1/2 S 3/4 20 3A 5 3/4 ] 1/0. 3/8 2 5/16 4 5 314 36 3/3 2 7/8 4 1/2 5 3/4 22 3/4 3/8 2 5 5 3/4 35 7/16x 5A 36 36 3/16 D 105 0 1W 11'W 10 3/8 2 1/2 5 3/4 8 112 3 1/2 5 3/4 10 3/9 5 3/4 7 1/8 318 2 5/16 5 5 3/4 36 3/8 2 7/8 4 1/2 S 3/4 10 S/16 318 2 5 5 314 36 7/16x 5/8 36 36 3/16 0 115 0 115 12'-5" 9 3/2 2 112 5 3/4 8 1/2 3 1/2 5 3/4 16 3/8 5 314 36 W 3 5/8 6 5 3/4 36 3/8 2 7A 4 1/2 5 3/4 36 ]/2 2 1/2 4 5 3/4 36 7/16x5/8 36 36 3/16 0 125 0 325 13'-5" 8 318 2 w 5 3/4 # 3/4 S 1/4 5 3/4 l5 3/9 5 114 36 112 3 5/9 6 5 3/4 36 3/9 2 7/8 4 1/2 5 3/4 36 1/2 2 0 4 5 314 36 7/16v5/8 36 36 Vas 0 135 0 ]35 ]4'-5" a 3/8 2 1/2 5 3/6 13 3/4 5 1/4 5 3/4 14 3/8 5 3/4 36 1/2 3 518 6 5 3/4 36 3/8 2 7/8 4 111 S 314 22 3/4 0 2 1/2 4 S 3/4 35 7/16x 5/0 36 36 3/16 0 145 0 ]45 8 V2 3 1/2 5 3/4 12 3/4 5 114 5 3/4 ]3 3/8 5 3/4 36 In 3 519 6 5 3/4 36 3A 2 7/8 4 In 5 3/4 12 5/g 1/2 2 in 4 5 3/4 36 7/16x 5/0 36 36 3/16 0 I55 0 155 B 1/2 3 1/2 5 3/4 11 3/4 5 1/4 5 3/4 12 3/8 5 3/4 23 3/4 1/E 3 5/d 6 5 3/4 36 3/8 2 ]/4 4 U2 5 3/4 28 1/2 5 3/I 36 7/16x 5/g 36 36 3/i6 0 165 0 165 17'S 9 3/4 3 114 5 3/4 1] 3/4 5 2/4 5 314 32 3/8 5 3/4 36 W 3 5/8 8 5 3A a6 3/8 2 7/8 4 1/2 5 3/4 19 112 3 3/4 8 5 3/4 3fi ]/16x 5/8 36 36 3/16 0 1]5 0 175 18'-S a 3/4 3 1/4 5 3/4 10 3/4 5 114 5 3/4 11 3/8 5 3/4 36 2/2 3 5/1 8 5 3/4 36 3/8 2 7/8 4 1/2 5 3/4 10 5116 111 3 3/4 g 5 3/4 36 7/16v5/8 36 36 3/16 0 in 0 38S l9'8 8 313 2 1R 5 3/4 13 3p 5 1/4 5 314 14 3/8 5 3/4 36 1/2 3 S/0 6 5 3/4 36 3M 2 7A 4 1/2 5 3/4 19 1/2 2 ]/2 4 5 3/4 29 7/16 x5/8 29 19 3/16 359 195 #5 195 20'-v a 314 3 114 5 3/4 9 3/4 5 1/4 5 3/4 10 3/8 5 3/4 36 1/2 3 SIB 8 5 3/4 20 1/2 ]/3 3 ]/B 6 5 314 IS 1/4 1/2 3 3/I 8 5 3/4 21 ]/16x5/8 21 14 3/16 502 20S 489 am 21' 10 3/4 4 3/8 5 3/4 8 3/4 5 1/4 5 3/4 0 3A 5 3/4 36 3/4 5 9/16 a 5 3/4 19 3p 4 1/8 6 3/4 5 3/4 22 3/4 3/4 4 3/8 ] 5 3/4 17 ]p6x 5/8 17 11 3A6 637 21S 625 215 22'-5" 0 3H 4 3A 5 3/4 N/A 7 3/8 5 3/4 36 3/4 5 9116 8 5 3H 36 3/4 5 3/4 8 314 5 3/4 19 314 4 3/8 B 5 314 14 7/16x 5/9 14 9 3/16 IN M ]56 225 23'-5" N/A N/A 6 3/8 5 3/4 WA WA N/A 12 ]/16x5/8 a 8 VIA &W 235 883 235 ]0 3/4 4 3/8 fi 13/16 8 3/4 5 1/4 6 13/16 ll 1R 613/16 36 3/4 5 9/]6 8 6 13/16 19 3/4 4 1/8 6 3/4 613/16 Z2 3/4 3/4 4 3/8 ] 6 ]3/16 36 9/16 x3/4 36 30 1/6 690 344 6]3 265 as -5- 9 3/4 4 1/8 6 ]3/16 N/A 15 1/2 613/16 36 3/4 5 9/16 8 fi 13/16 36 3/4 5 3/0 6 13/16 28 1/2 3/4 4 318 B 613116 31 9/16x3/4 31 17 1/4 781 254 M 255 8 3/4 4 318 613/16 N/A 13 1/2 613/16 36 3/0 5 9/16 B 6 13/16 36 3/4 5 3/< B 3/4 613116 N/A 28 9p6x 3/4 28 15 1/4 an 2" 87a 265 WA N/A 12 1/2 6./Is WA N/A N/A 24 9p6x 3/4 24 13 1/4 1011 274 am 275 N/A N/A 11 IA 613/16 WA N/A N/A 22 9/16 x3/4 22 12 1H 1108 IDS t1M 285 [2V-5- N/A N/A 10 112 6Was N/A N/A X/A 20 20 ]] 1/4 12M 295 am AS/A WA 9 1/2 613p6 N/A WA N/A ]9 19 30 1/4 12M 305 1292 305 N/A N/A 8 I/2 613/16 WA N/A N/A 17 17 9 IH 2394 315 1387 315 N/A N/A 8 1/2 613/16 N/A N/A N/A 16 N9116x 16 9 114 am us 24V 325 N/A N/A 10 5/8 6 7/8 WA WA N/A 33 23 13 5115 1582 335 ]96 336 N/A N/A 30 5/8 6 7/8 N/A WA X/A 22 22 12 SAS 16]] #5 16M #635N/A N/A 9 5/9 61/e N/A WA WA 21 21 11 5/16 ]Tl 355 17W 356 36'5" N/A N/A 9 5/8 6 7/8 N/A N/A WA . 11/16 e7A 20 11 5/16 am 3GS 1859 3" 3T3" WA WA 8 5/8 67/8 WA N/A N/A 19 aW6x7/8 ]9 30 5/16 19W 375 19. 376 38'-5" N/A N/A 8 5/8 6 7/8 WA WA N/A I8 11/16x 7/9 ]8 10 5/16 2056 336 2W9 386 39'-5' N/A N/A 8 5/8 6 7/8 H/A WA WA 17 11116x 718 17 9 SAS 2151 396 21M 397 40'5" N/A WA 1E 3/a 71%t N/A WA X/A 36 l3/16 x1 36 24 3/8 1. 4W 3M2 405 24 ELMWOOD AVE 1901 S. LITCHFIELD I MOUNTAINTOP, PA GOODYEAR, AZ tJo 5829 ':m-C� rr��rrr / alravatlredlaorsolutbriC P: 800.233.8366 # S�/ ' # F: 800.526.0841 �(Y Q, E. ADS@CORNELLIRO STATE OF 40 Z TITLE: <ORI0 �;ft WIND LOAD CONFIGURATION 170Ngj1ENG Pr INSULATED ROLLING STEEL DOOR CP0001/CP0651 SLAT IMPACT RATED Unless otherwise specified, dimensions are in inches & tolerances are: 0.000 = +1- 0.031 FRACTIONAL=+/-1/32 ANGLES =+/-1/2 DEG 16-63-CIW REVISION DATE I BY I E.C.O. I• I ORIGINAL ISSUE 1 10/16/14 1 TJE 1 1615 1 A I REMOVED SPECIFIC ENDLOCK, ADD INNER ANGLE NOTE 112/11/17 I CJR 11663 B REVISED BOTTOM BAR DETAIL; HOOD SUPPORT UPDATE 02M9/20 MAN 12027 CPOWI/0 l-0.0108/O.O oMin lmwn ThIchni GeMMtM or 6taFla Steal-30 PSF Genre[¢MInlmum3.0WNl CampnMstVe ScengN An4NOMare IM1e Same 61arn craFa55emhlyfMenMil WIMIp1. FIM IxaOon 910 'Mndlock 6VbeWNEIOCk blyWeld PNCM1 Aiinnly/,emply FaIIener Oiamner Fxtener Hik Nwik Bdt3 SmMnWedgeAll RWHeadTruftt powerSW�hBok MaaOCeni aMi Wall Edge dirt MaxO.C. Embed Min.Wrtl TMCk Edge drt MaaO.0 EmbeJMin.WallFdge TM1ik. DblMaaO.CbedMtn. Wall nick. Etlgedrt N/A N/A WA 3a6' N/A 3/B 14 36 2 M, 4 5 3/4 25 2 5/8 3i5/16 5 3/4 26 34 1/2 5 3/4 20 3 3 5 3/4 WA WA N/A 314' N/A 3/9 24 m 2 3/8 4 5 3/4 21 2 $/a 315/16 5 3/4 22 34 1/3 5 3/e I] 2 3 5 3WA F WA WA 3W' N/A 3A 24 3fi 2 3/8 4 5 3/4 m 2 5/8 315A6 5 3/4 19 34 1/2 5 3/4 14 2 3 5 3/l H/A WA N/AN/A 3/8 24 36 2 3/8 4 5 3/4 I6 2 5/8 315/16 5 3/4 1] 3 4 1/2 5 3/4 ]3 2 3 5 3/4 N/A N/A N/A 344' WA 3/8 24 3fi 2 3/8 4 5 3/4 14 2 5/8 315/16 5 314 15 31 1/2 5 3/4 11 2 3 5 3/4 WA N/A N/A 34d WA Us 24 36 2 3/8 4 5 3/4 13 2 SA 315/16 5 3/4 13 3 4 1/2 5 3/1 l0 2 3 5 3/4 WA WA N/AWA 3/8 24 22 ] 3/0 4 5 3/4 12 2 5/9 315/16 5 3/4 12 3 4 1/2 5 3/4 9 2 3 5 314 N/A WA N/A 3W' N/A 3A 24 9 2 3/8 4 5 314 11 2 5/0 315/16 5 V4 11 3 4 112 5 3/4 B 2 3 5 3/4 ]3'-5" WA X/A N/A W. WA Vs 24 ll 2 3/B 5 5 3/4 ID 2 5/3 335/16 5 3/4 10 3 4 ]/2 5 3/1 8 2 3 5 3/4 14'-5" WA N/A N/A W. WA 3/8 24 WA - 9 2 5/8 315/16 5 3/4 9 3 4 1/2 5 3/4 ] 2 3 5 314 15'-5' I 1/1 U19 CA1629 344 12 3A 18 0 2 318 5 5 3/4 10 2 5/8 3 WU 5 3/4 20 3 4 1/2 5 3/4 7 2 3 5 3/4 16'i" 3 1/T 0.719 C0.\529 w 12 3/8 ]8 36 2 3/8 0 5 3/4 V 2 5/B 3 15116 5 3/4 1B 3 4 1/2 5 3/4 11 2 3 5 314 17'5- 1 112 0.719 CH1629 344 12 3/8 17 14 2 3/8 5 5 '14 11 2 50 315/Sfi 5 3/4 11 3 4 1/2 5 3/4 6 2 3 5 3/4 ]8'-5" 1 1/3 0,719 CPo639 344 12 318 13 N/A 0 2 5A 315/]6 5 3/4 8 3 4 1/2 5 3/4 5 2 3 5 3/4 19'3" 1 112 O.As CPo629 3M 11 3/8 11 WA 6 2 5/8 315/M 5 3/4 5 3 4 3/2 5 3/4 5 2 1/2 3 3/4 5 3/4 2 1219 CPo629 445 13 112 18 36 3 5/8 6 613116 I] 4 1/2 6 314 613/16 l3 4 1/8 6 3/16 6]3/16 7 2 1/2 3 3/4 613/16 21'-5- 2 1,U9 CPo 29 445 Il ]/2 18 36 3 1/8 6 613/16 14 4 l/2 6 3/4 613A6 11 4 1/8 6 3A6 613A6 6 2 1/2 3 3/4 613/16 22'-5' 2 1156 CM30 MS 10 ]R 17 36 3 5/8 B 613A6 22 4 1/3 6 3/4 613/S6 9 6 1/8 6 3A6 613/16 8 3 1/2 5 114 613A6 23'-5' 2 1,156 CM30 445 9 1/2 15 A 3 5/8 8 613/16 10 4 1R 6 3/4 613/16 0 4 1A 6 3/16 613/16 7 3 2/2 5 1/4 613/16 24'-5" 2 1356 CP'630 445 9 1/2 14 N/A 9 4 1/2 6 3/4 613/16 7 4 1/8 5 3AS 6t3/16 6 3 1/2 5 1/4 5M(i 1-5" 2 1.156 CW530 .5 B In 13 N/A 0 41/2 53/4 613/16 6 4f/8 63/]6 fi]3/lfi 7 I 6 6]3p6 26'-V 2 1.]56 CPo 446 8 5/8 18 N/A 10 4 1/2 6 3/4 6 7/8 WA 9 5 ] 1/2 6 7/8 2]'-5' 2 I.156 CM630 446 8 5/8 18 X/A 9 4 1/2 6 314 6 7/8 N/A 0 5 ] 1/2 6 7/8 111. 2 2.156 CP0530&CPM4] M6 7 5/8 16 N/A 9 4 1/2 6 3/4 6 7A N/A 8 5 7 29'-5' 2 1156 CP0630&C10647 SW ] 5/8 15 N/A 0 4 1A 6 3/4 6 7/8 WA 7 5 7 lA 6 7/8 30'-5' 2 1.156 CMW&CFVW] M6 ] 5/8 ]5 N/A 0 4 1/2 6 314 6 ]/e WA N/A 3]'-5" 2 1/2 1.656 CM630&CMU7 S48 ] 3/4 ]8 20 5 5/8 8 ] 1/2 12 5 7 1/2 1 ]/i 13 6 5/0 9 1SA6 7 1/2 M/A 32'-5' 2 1/2 1.656 CM630&CMM7 548 7 3/4 18 MIA I1 5 ] 1/2 7 1/2 12 6 5/8 915/16 7 1/2 WA 33'-5" 2 1/2 1.656 CPo630&CP0647 548 7 3/4 18 N/A 10 5 ] V2 T in Al 6 5/B 915/S6 ) ]k WA 3PS 2 1%2 1.656 CP0530&CP0647 548 ) 314 18 N/A 10 5 ] 1/2 ] I/2 I1 6 5/0 915/16 7 1/2 N/A 35'-5- 21/2 1.656 CPo630&CPo647 N8 6 314 10 N/A 9 5 71/2 71/2 10 65/B 9]5/16 71/2 WA 36'-5- 2 W 1656 CM630 & CMR7 540 6 3/4 18 N/A 9 5 71R 7 1/2 10 fi 5/8 915/36 ] 1/2 WA 31-5" 21/2 1.655 CM630&CM647 540 6 3/1 1] N/A 8 5 ]1/3 71/2 9 65/8 915/16 7]/2 WA 38'd- 2 112 1.06 CPo63fl&CP0647 548 6 3/4 1] N/A 8 5 ] 1/2 ] 1/2 8 6 5/8 915/S6 7 1/2 WA 1.,. 2 1/2 3656 CMM&CPo64] As 6 3N 16 WA 40'-5" 21/2 1.656 CM630&CNW] . V6 3/4 15 STATE OF 24 ELMWOOD AVE 1901 S. LRCHFIEIDRD Unless otherwise specified, MOUNTAINTOP, PA GOODYEAR,.AZ dimensions are in inches 8 C05WELL tolerances are: INmatryetlaar WLdbFK P:800.233.8366 0.000 = +/-0.031 F: 800.526.0841 FRACTIONAL=+/-1/32 E: ADSOCORNELLIRON.COM ANGLES=+/-112 DEG WIND LOAD CONFIGURATION INSULATED ROLLING STEEL DOOR :P0001/CP0651 SLAT IMPACT RATED 16-63-CIW REVISION DATE I BY I E.C.O. ORIGINAL ISSUE 10/18/14 TJE 1615 A REMOVED SPECIFIC ENDLOCK, ADD INNER ANGLE NOTE 12/11/17 CJR 1663 B REVISED BOTTOM BAR DETAIL; HOOD SUPPORT UPDATE 02/19/20 MAN 2027 C l/C l-0.04'e"LO3M MMlmumThlNmms SeNanbed er 5Wnlen Steel.30 M, CaN. NIIed CMO Cneketl Concrete Minimum 3100 PSI Compressive Strength Stead(Wall authors we the same diameter as sa embN fmat ear .) Superimpm'ed bads ON Haiti xllti Sank Box3 Sim Strong -Bolt Through wit HIM KMk eokR Simpwn Sho�y-0olt2 IiW Retlheatl T,ubolh WNtletl Through Bch Tapptd OPT' Max O.G Oia. Embed Etlge Din Max0.G Do. Emhetl Edge Oirt Max, O.C. D4. Edge DbIMa Max0.0 Dia. Fmbed Min Wall ,w. EtlIts.ge qrt Max O.C. Oia. Embed Min Wall rnrck Edge Otrt Max O.0 Ola. Fmbed Mln Wall Thitk. Fie 01rt Max O.G SMt She Max O.C. Mm02. Mi°' T,Itknas Vx♦ 1 1 us I.) W1-I W1-1 SW 14 3/8 2 1/2 5 3A w 3/8 2 5/8 5 3/4 25 3A 5 3/4 36 3/9 2 5/16 4 5 3/4 28 an 318 1 7/8 3 In 5 V4 36 3/8 2 5 5 3/4 36 ]/16 x5/8 36 35 3/16 0 83 0 g2 6'-5' 12 3/8 2 IR 5 V4 8 3/8 2 5/8 5 3/4 21 3/8 5 We 19 3/9 2 SAE 4 5 3/4 36 3/9 1 ]/8 4 1/2 5 314 36 3/8 2 5 5 3/4 35 ]p6x5A 36 36 3/15 0 98 0 97 7'-5" 10 3/9 2 1/2 5 3/4 9 1/2 3 1/2 5 3/4 18 3/8 5 3/4 10 SA6 3/8 2 5/16 5 5 3/4 3fi 3/8 2 7/8 4 1/1 5 3/4 14 1/4 3/8 2 5 5 3/4 36 ]/16x5/8 36 36 3/16 0 113 0 IV 8'-5" 9 3/8 2 an 5 3/4 IS 3H 5 1/4 5 3/4 16 3/8 5 3/4 36 1/2 3 5/8 6 5 3/4 36 318 2 718 4 1/2 5 3/4 36 0 2 112 4 5 3/4 3fi 1/16x 5A 3fi 36 3A6 0 12B 0 127 8 3/8 2 an 5 3/4 13 3/4 5 1/4 5 Sid 14 3/8 5 W4 36 1/2 3 5/8 6 5 3/4 36 3/0 2 7/8 41/2 5 3/4 28 Ina 1/2 2 1/2 4 5 3/4 36 ]/I6x5/8 36 36 3/16 0 .3 0 142 10'-5" 8 1/2 3 1/2 5 3/4 12 3/4 5 1/4 5 3/4 13 3A 5 3/4 28 1/2 1/2 3 5/8 6 5 314 3fi 3/8 2 ]/8 4 lA 5 3A l0 5/16 1R 1 1/2 4 5 3/4 36 ]/I6x5/8 36 36 3/16 0 15B 0 157 11'-5" 8 IR 3 an 5 3/4 11 3/4 51/4 5 3/4 12 3/8 5 3/4 16114 an 3 5/B 6 5 314 36 3A 2 7/8 41/2 5 3/4 22 3/4 in 3 3/4 8 5 3/4 36 ]/I6u5/B 36 36 3/I6 0 173 0 172 12'-5" 8 314 3 1/4 5 3/4 30 3/4 5 1/4 5 3/4 11 318 5 3/4 36 1/2 3 5/8 B 5 3/4 36 3/8 2 718 4 In 5 3/4 36 3/4 4 3/8 ] 5 3/4 36 ]/16 x5/8 36 36 3116 0 tall 0 187 13'-In 12 3/4 4 3/8 5 3/4 9 3/4 5 114 5 3/4 30 3/8 5 3/4 28 1/2 1A 3 5/8 8 5 3/4 22 3/4 1/2 3 7/9 6 5 314 36 3/4 4 3/8 ] 5 3/4 36 ]/16x5/8 36 36 3/16 0 203 0 302 14'.5" 11 3/4 4 3/8 5 314 9 3/4 5 1/4 5 3/4 9 3/9 5 W4 14 1/4 an 3 S/8 8 5 3/4 M 1R 3/4 4 1/8 6 3/4 5 3/4 36 314 4 318 ] 5 3/4 36 7/16x SSS 36 35 3/16 0 2. 0 217 15'-5" 12 3/4 4 3/8 5 3/4 9 3/4 5 1/4 5 3/4 10 3/8 5 3/4 13 3/4 ]/2 3 5/8 B 5 3/4 19 1/2 3 718 6 5 3/4 36 3/4 4 3/8 ] 5 3/4 3fi 7/16 x5/8 36 35 3/16 38 233 14 732 ]6'-5" 10 3/8 2 1/2 5 314 8 1/2 3 112 5 3/4 17 3B 5 3/4 36 1R 3 5/B 6 5 3/4 36 3/8 2 7/8 4 2/2 5 314 36 2/2 2 1/2 4 5 3/4 36 7116 x 5/8 36 24 WE 2% 248 2" 247 17'S' 8 3A 3 1M 5 3/4 10 3/4 5 1/1 5 3/4 It 3/8 5 3/4 36 U2 3 5/8 8 5 3/4 28 1/2 1/2 3 7/8C/4613/16 16 1/4 an 3 3/4 8 5 3/4 22 7/16x5/8 22 14 3/16 .1 20 461 2W 3/4 4 3/8 5 3/4 N/A 8 3/8 5 3/4 36 3/4 5 9/16 8 5 3/4 36 3/4 5 3/4 28 An 3/4 4 An 8 5 3/4 35 7/16 x5/8 IS 10 3/15PaI7 2]8 652 211 as, S. WA N/A 6 3/8 5 3/4 N/A 36 3/4 5 3/4 WA ]2 7/16 x5/S II 8 3/16 293 853 292 30' 5" SO 3/0 4 3/8 613/Ifi 8 3/4 5 1/4 613/16 17 in 513/16 3fi 3/4 5 9/16 B 613/lfi 36 3/4 5 3/4 22 3/1 3/4 4 3/e J 613/16 36 9/16x3/4 36 20 1/4 306 651 322 31'5" B 3/4 4 3/8 613/16 N/A 14 V2 613/36 36 3/9 5 9116 8 633/16 36 3/4 5 3/4 N/A 30 9/16x3/4 30 ]] 3/4 Sal 801 3R 22'3" WA X/A 12 1/2 613/16 WA N/A NIA 25 9116a 3/4 25 ]3 1/4 336 984 337 23.5" N/A N/A 30 1/2 613/i6 WA WA WA 2] 9116.314 1] ]2 1/4 351 1.7 352 I.,. WA N/A 9 an 633/16 N/A WA WA 39 9/16 x3/4 19 10 1/4 366 12N 367 25'-5" N/A WA 8 112 613/16 N/A WA WA ]] 9/16x3/4 17 9 1/4 382 1403 382 26-5" N/A WA 30 5/9 6 7/8 N/A WA N/A 24 Was a7/8 24 13 5/16 3W 1539 397 2]'-5' X/A WA 9 5/9 67/9 WA N/A N/A 22 11/16x7/8 22 a2 5A6 412 1674 413 28'-5" MIA N/A 9 5/8 6 7/8 WA N/A N/A 20 ]]/16x7/8 20 11 5/]6 427 1807 428 29' 5- N/A N/A 8 5/8 6 7/8 WA N/A N/A 19 land. to 19 10 5/16 1950 442 ]"a 443 W-5" WA WA 8 5/8 67/8 WA N/A N/A 18 11p6x 7/8 18 10 5/16 2084 49 20]4 458 31'-5" N/A N/A 12 3/4 7 1/2 N/A N/A WA 36 13/16x1 36 24 3/8 am 471 1]9] 472 3TV N/A WA ]] 3/4 71R N/A WA N/A 36 13/I6x1 36 33 3/8 1920 485 1911 487 33'-5" N/A N/A 10 3H 7 V2 N/A WA X/A 35 13/16x1 36 22 3/8 Wild Sol 2025 502 34'-5" WA WA 10 3/4 7 1/2 N/A N/A WA 36 13/16x1 35 20 3/8 2149 527 2140 537 35'-5" N/A N/A 9 3/4 7 1/2 N/A MIA WA 36 13/16x1 36 19 3/9 220 532 2255 532 1 1. N/A N/A 9 314 ] 1/2 N/A WA N/A 34 13/16 x1 34 is 3/8 23M 547 B71 547 37'S' N/A WA B 314 7 1/2 N/A WA N/A 33 13116x1 33 18 3/8 ad% 562 248] 563 38'-5" N/A N/A 8 3H ] 1/2 WA N/A WA 31 13/16x1 31 17 3/9 2613 577 2w 5. 39'-5" WA N/A 8 3/4 71/2 WA N/A WA 30 13/]6x1 30 16 3/8 2730 593 2723 593 00'A' WA %/A ] 1 3/4 1 7 I/2 I WA N/A WA 29 13/16xl 29 15 318 2848 had 2839 ae8 24 ELMWOOD AVE 1901 S. LRCHFIEID I L�� _ MOUNTAINTOP, PA GOODYEAR, AZ N yam'• V 58299 •(`m<� COSWE" P: 800.233.8366 *: VV �t 9:800.128.0841 0 •, STATE OF / E: ADS@CORNELLIRON.COM D R I o P'NN``.' TITLE: WIND LOAD CONFIGURATION Dv 0N'4 �n NA`, INSULATED ROLLING STEEL DOOR Dt CP0001/CP0651 SLAT IMPACT RATED TJE Unless otherwise specified, dimensions are in inches & tolerances are: 0.000 = +/- 0.031 FRACTIONAL = +/- 1132 ANGLES = +/-1/2 DEG ES-16-63-CI W LTR REVISION DATE BY E.C.O. a ORIGINAL ISSUE 10/16/14 TJE 1615 A REMOVED SPECIFIC ENDLOCK, ADD INNER ANGLE NOTE 12/11/17 CJR 1663 B REVISED BOTTOM BAR DETAIL; HOOD SUPPORT UPDATE 02119121 MAN 2027 CP0001/rani-a01aignii i, Minimum lMNmmF CuMnIand a 5WMe8891ee1-40M Connate Minimum 3,000 P9 Compressiw Rrength(A hme arefie same diameter as sesembi, FaaRnend )BG UpTo W6ndleek Hat Ittad. Sip Windsock Guide Auam hly Wsndlmk Weld Z, Assembly aMtmsr Dlameter Assembly FertMa 5dning HNOKwik Boh3 smpmn Wedge All Retl NMilTnu-Bolt Powers WedMilolt MaxOC FmbN Min. WNl mlck Edge Dart Ma80.L Embetl Min. Well TM1lfk ftlge Drt Maa O.L FmbM Min. Well Thick Etlg¢Dul Mm O.0 Embetl Min. Wall IM1NY Edge Dbt 5'-5- WA N/A N/A 344• N/A 3/8 24 36 3 3/8 6 5 3/4 19 2 5/8 3 ]5/16 5 3/4 19 3 4 112 5 3/4 IS 2 3 5 3/4 W-V N/A N/A N/A W. N/A 3A 24 36 2 3/8 4 5 3/4 16 2 5/8 315/IG 5 3/4 16 3 4 In 5 3/4 12 2 3 5 3/4 7'-5- N/A N/A N/A W. WA 3/8 24 36 2 3/8 4 5 3/4 14 3 5/8 315116 5 3/4 14 3 4 In 5 314 11 2 3 5 3/4 8'-5' WA N/A N/A 3µ• N/A 3A 24 22 2 IM 4 5 3/4 12 2 5/8 315/36 5 3/4 12 3 4 1/2 5 3/4 9 2 3 5 314 9'-5" N/A N/A X/A W. N/A 3/9 24 8 2 3/8 4 5 3/4 11 2 518 3 Wig 5 3/4 11 3 4 in 5 3H 8 2 3 5 3/4 N/A N/A N/A W. N/A 3/0 24 ] 2 3/8 5 5 3/4 30 3 5/B 315/]6 5 3/0 l0 3 4 1/`[ 5 3/4 2 2 3 5 3/I 11'-5" N/A N/A N/A 3H• N/A 3/8 24 WA 9 2 5/8 3IV16 5 3/4 9 3 4 1/2 5 3/4 J 2 3 5 314 12'-5" WA N/A N/A 344• N/A 3/8 24 WA 8 2 GIG 115/16 5 314 8 3 4 IR 5 3/4 6 2 3 5 314 b'-5° 1 3/9 0.594 CPo629 344 12 319 18 36 2 1/0 4 5 3/4 15 2 5/8 315/16 5 3/4 15 3 4 in 5 3/4 32 2 W 3 3/4 5 3/4 15'-5" 1 in OJ19 CPo629 344 12 3A 18 19 2 3/8 4 5 314 12 2 5A 3ISA6 5 314 12 3 4 2/2 5 3/4 J 2 3 5 3/4 11/2 DJ39 CPo629 344 12 3/8 13 N/A 0 2 5/9 315/16 5 314 B 3 41/2 5 3/4 5 2 3 5 314 1]'-5° 1 3/4 0.969 CPo629 HS 12 in ]8 36 3 5/B 6 613/16 17 4 In 6 3/4 613/16 13 4 1/8 6 3116 6 ]3/16 ] 2 In 3 3/4 613116 18'-5" 2 1.219 CM629 M5 12 1/2 18 in 3 5/8 6 613/16 15 4 2/2 6 3/4 613/16 22 41/8 6 3/15 613/16 7 2 1/2 3 3/4 60116 19'-5" 2 1129 CPo629 44S 11 1/2 18 22 35/0 6 613/16 12 4112 63/4 613/16 10 41,% 63/16 613/16 8 31/2 51/4 633/16 30' V 2 1.156 0`0630 NS 9 1/2 IS N/A 10 4 W 6 314 6231M 8 4 1/B 6 3/16 613/16 7 3 1/2 5 1/4 613/16 21'3" 2 1156 CPo630 M5 9 1/2 13 N/A 9 4 In 6 3/4 613/16 J 4 1/8 G 3p6 61346 6 3 l/2 5 1/4 613/16 31'i" 2 1.156 CPo630 446 8 5/8 18 WA 11 4 1/2 6 3/4 6 7/8 N/A 9 5 ] 1/2 6 7/8 23'S° 2 1.156 CPo630 546 8 5/8 1] WA 9 4 1/i 6 3/4 6 J/B WA 8 5 ] ]R 6 ]/8 24'-5' 2 1.156 CA1630&CWM] Me 7 5/8 36 N/A 9 4W 6314 67/8 WA 8 5 212 67. 25'-5' 2 1.156 1,I)BM&CPo647 546 J 5A 15 N/A 8 4112 63/4 67/8 WA N/A 2 112 1.656 CPo630&CPoGJ 548 7 V4 ]8 28 5 5/0 g > 1/2 12 5 70 J In 13 6 5/0 915/16 ] 1/2 N/A 2]R 1.06 CPo630&CPOW] 548 7 3/4 18 N/A 11 5 71/2 71/2 12 65/8 91VI6 Tin WA 3 ]/3 1.656 CPofi39&CP060 .W T 3/6 18 X/A 10 5 ] 1/2 7 1/3 11 6 5/8 935/16 J 1/2 N/A 2 1/2 1.656 CW630&CP0647 548 7 Val 38 N/A 9 5 7 1/2 7 1/2 10 6 5/8 915/16 7 in N/A .' 21/2 1.656 CP01&CPOM7 Gas 6 3/4 I8 WA 9 5 71/2 71/2 30 65/8 915/36 71/2 X/A " 2 1/2 Laid CPp630&CPPAe7 548 6 3H lJ N/A 8 5 7 IP J in 9 6 5/8 935/16 7 1/2 N/A EM-5-2 2 112 1.656 CPG6d0&CP364] MB 5 3/4 16 N/A B 5 J 0 7 1/2 ] 6 5/9 9"/Is 7 1/2 N/A " 2 1/2 1.656 CP06.&CPo64J "a 6 3/4 15 WA 7 5 7 I/2 7 In 6 6 SM 915/16 ] 1/2 WA ' 2 1/2 1.656 CA16308 CNMJ 610 6 3/4 l4 N/A ] 5 ] 1/3 ] 1/2 WA WA ' 21/2 1.656 CW630&CPOW] W0 5 3/4 14 N/A ] 5 7 in ] in XIA N/A " 31/31.656 CM630&CiD647 MB 5 3/4 13 N/A WA WA N/A " 3 I/2 ,.ding ciewo&C. , MB 5 3/4 13 N/A N/A N/A" 21/2 1.656 CP0630&CPo04] Me 5 3/4 12 N/A WA WA N/A * �M 58299 ;1 --31: 9l0 Q; /STATE OF •�¢� iit�iS •< O11111111110 RIOP.���� 24ELMWOODAVE 1901S,UTCHFIELDRD Unles3otherwise specified, MOUNTAINTOP, PA GOODYEAR, AZ dimensions are in inches & Co TELL tolerences are: IntNINR9Ws domequtbtli P: 800.233.8366 0.000 = +/- 0.031 F: 800.526.0841 FRACTIONAL = +/-1/32 E: ADS@CORNELLIRON.COM ANGLES=+/-112 DEG TITLE: WIND LOAD CONFIGURATION DRAWN BY: SIZE: SCALE: SHEET: TJE B SNTTE 8/40 INSULATED ROLLING STEEL DOOR DWG NO: RATED I ES-16-63-CIW LTR REVISION DATE BY E.C.O. ` ORIGINAL ISSUE 10/16/14 TJE 1615 A REMOVED SPECIFIC ENDLOCK, ADD INNER ANGLE NOTE 12/11/17 CJR 1663 B REVISED BOTTOM BAR DETAIL; HOOD SUPPORT UPDATE 02/19/20 MAN 2027 CP W %/CP0651-O.Ot05/0.0220 MlMmum ThleMe re 0e Waniud m S.I.I. grand - 0 PSF, Cant Fllletl CMU Uxke! Concrete Minimum 3,000 31 Camprealve Strength Sand Mall amM1ors are the area diameter as ainembty fasttnere) Superlmppsetl Foatls M6 Had Kiik Beat Smpson afta Bd12 Thmith Bdl Milli Wk Bola l2 Simpmn Summit Beat 2 IIW BMM1ead TrvboM Weiltletl Thr�nhgb Tatted! Up To .-.CT .Ola. EmbeC Edge Dist Max O.G Wa. Emhetl Ede Dlst M.O.0 are. Edge Dlstanu MV OC. Di.. 're,' Mile MMWaII Thiek. Ftlge Dii[ Mn 6C Ma. Embed. Min Wall Thiek. Etlge DUE Mae O.0 Dla. Embed. Mariana" Thpk. Etlge IXst Max O.0 SIMSIxe Mav O.C. MaxOC. Mln' Thiikneat Vx P) U'/lel Vx l-I WI -I 5'-5" 10 3/0 2 '/a 5 3/4 9 1/2 3 1/2 5 3/4 I9 3/8 5 3/4 12 519 3/8 2 5/16 5 5 3/4 36 3/8 2 118 4 112 S 3/4 16 114 3/8 2 5 5 3/4 36 7/16a 5/8 36 36 3/16 a ]30 0 lag 6'-s- 9 3/8 2 1/2 5 3/4 15 3/4 5 1/4 5 3/4 16 3/8 5 3/4 36 1/2 3 518 6 5 314 36 3/8 2 7/8 41/2 5 3/4 36 1/] 2 1/2 4 5 3/4 36 7/16.5/8 36 36 3/16 0 130 0 129 7'-5- 0 3/8 2 2/2 5 3/4 13 3/4 5 1/4 5 3/4 ]4 3/8 5 3/4 36 1R 3 $A 5 5 3/4 36 3/8 2 7/8 4 1/] 5 3H 16 1/4 1/2 2 1/2 4 5 3/4 36 7/16 x 518 36 36 3/16 0 1. 0 ME 11.1 8 in 3 1/] 5 3/4 11 3/4 5 1/4 5 3/4 12 3A 5 3/4 19 0 3 5/8 6 5 3/4 36 3/8 2 7/9 4 1/2 5 314 22 3/4 1/2 3 314 8 5 3/4 36 7/16 x 5/8 36 36 3/16 0 170 0 169 9'd" 8 3/4 3 1/4 5 3/4 10 3/4 5 1(4 5 3/4 31 3/8 5 3/4 36 1/2 3 5/8 8 5 3/4 36 3/8 2 7/8 4 1/2 5 3/4 36 3/4 4 3/0 7 5 3/4 36 7/16x 5/8 36 36 3/16 0 190 0 IB9 12 3/4 4 3/8 5 3/4 9 3/4 5 1/4 5 3/4 30 3/8 5 314 19 1/2 3 S/9 8 5 3/4 16 1/4 1/2 3 7/8 6 5 3/4 36 3/4 4 3/8 7 5 314 36 7/16,15/8 36 36 3/16 0 210 0 209 11'-V 11 3/4 4 3A 5 3/4 8 3/d 5 1/4 5 3/4 9 3/1 5 314 36 3/4 5 9/16 B 5 3/4 22 3/4 3/4 4 1A 6 3/4 5 3/4 22 3/4 3/4 4 3/8 7 5 3/4 35 7/16x5/8 36 36 3/16 0 230 0 M 12'-S M 3/4 4 318 5 3/4 N/A 8 3/8 5 3/4 36 3/4 5 9/16 8 5 3/4 36 3/4 5 3/4 8 3H 5 3/4 36 3/4 4 3/8 0 5 3/4 36 7/16x 5A 36 36 3/16 0 250 0 ME 8 318 2 V2 5 3H 13 3/4 5 1/4 5 3/d 15 3B 5 3/4 36 In 3 5/8 6 5 3/4 36 319 2 7/8 4 0 5 3/4 28 1/2 ]/2 2 1/2 4 5 3/4 36 7/16x iA 36 26 3/16 us 290 213 283 8 1/2 3 1/2 5 3/4 11 3/4 5 1/4 5 3/4 1E 3/0 5 314 20 1/2 in 3 5A 6 5 3/4 0 112 2 3/4 4 1/2 5 3/4 36 1/2 3 3/4 8 5 3/4 26 7/16x5/0 26 16 3/16 400 310 373 309 ]6'-5" 9 3/4 4 3/8 5 3/4 WA B 3A 5 3/4 36 3/I 5 9/16 8 5 3/4 36 3/4 5 3/4 8 3/4 5 3/4 2B ]/2 3/4 4 3/8 B S 3/4 36 7/l6v 5/B lfi 10 3/]6 666 330 641 339 17'-V 10 3/4 4 3/8 613/I6 WA 17 1/2 613/16 36 3/4 5 9/I6 8 613116 36 3/4 5 3/4 0 3/4 513A6 19 9/4 4 3/8 7 6Wig 36 9/16x 3/4 36 20 1/4 SEE 349 551 349 l8'-v 9 3/4 4 3/8 613/16 WA i5 1/2 613/16 36 3/4 5 9/16 8 613/16 36 3/4 5 3/4 8 3/4 613/16 2B ]/2 3/4 4 318 8 613/i6 35 9/16.314 35 19 1/4 7% 369 83 30 19'-F N/A N/A 12 1A 613/]6 22 3/4 3/1 5 9/16 8 613/I6 36 3/4 5 3/4 8 3/4 613116 WA 27 9/16x3/4 27 IS 1/4 099 388 886 389 20'-5" N/A X/A la 1/2 613/16 WA N/G N/A 22 9/16.314 22 12 1/4 1130 408 1117 409 21'5" N/A N/A 9 in 613/16 N/A N/A N/A 30 9A6x 3/4 18 10 2/4 1313 420 imi 429 2rr N/A N/A 11 WE 67/8 WA N/A N/A 25 11116. 7M 25 ]4 5/]6 1492 N8 1479 449 23' -5" N/A N/A 9 5/8 6 7/8 N/A N/A N/A 22 "Ad x7/8 22 12 5/16 1667 469 16SS 470 24'3" N/A N/A 9 5/8 6 7/B N/A N/A WA 20 21/16x718 20 11 5/16 ]W1 489 in!) 490 25 5' WA N/A 8 5B 6 7/e N/A N/A X/A 10 11/16x7/2 18 10 5/16 2013 SEE 2021 51a 26'5" WA N/A 12 3/4 7 1/2 N/A N/A WA 36 13/16x1 36 25 3/8 1761 528 1749 us N/A N/A 11 3/4 7 V1 X/A WA N/A 36 13/i6xl 36 23 3/8 1907 54B MISS 519 WA WA 30 3/4 71/2 N/A WA WA 36 13/16 x1 36 21 3/8 2053 568 ZOR SW WA WA 9 3/4 7112 -/A WA X/A 36 13/16 x1 36 w 3/8 2199 SIB 2188 SB9 WA WA 9 3/4 7 1/2 N/A N/A N/A 34 13/]6x1 34 19 3/8 2345 608 23M 609 WA N/A 8 314 7 1/2 N/A N/A N/A 32 13/16x1 32 17 3/8 2492 .9 2480 629 125- N/A N/A 8 3/4 71/3 WA N/A WA 31 IU16x1 31 16 3/9 2639 U9 2627 W9 WA N/A 73/4 7 1/2 WA rv/A N/A 29 ]3/l6x] 29 16 3A 2787 669 2775 670 WA N/A 7 3/4 7 1/2 N/AN/A WA 28 13115 xl 28 15 3/8 29. Mr) 29M 690 WA WA 7 3/4 7112 N/A N/A N/A 26 13/16 x1 26 ]4 3/I 3065 710 3073 710 WA N/A ]3 3/4 0 WA WA H/A 25 13/]6x1 25 13 3/8 3235 73D 3233 731 N/A H/A 13 3/0 0 WA MIA X/A 24 13116x1 24 13 3/B .7 750 3375 751 38'-5" X/A N/A 12 314 0 N/A N/A WA 23 13/16x1 23 li 3A 3539 P1 W?8 Dl 24 ELMWOOD AVE 1901 S. LITCHFIELD I MOUNTAINTOP, PA GOODYEAR, AZ JN0 58299 ' .�� j �`0Uw oo`aah llo`uC P 800.233.8366 * Y : * _ F: 800.526.0841 v E: ADS@CORNELLIRO STATE OFF :'4r TITLE: 4" WIND LOAD CONFIGURATION a I ° P � INSULATED ROLLING STEEL DOOR CP0001/CP0651 SLAT IMPACT RATED Unless otherwise specified, dimensions are in inches & tolerances are: 0.000 = +/- 0.031 FRACTIONAL =+/-1 /32 ANGLES = +/-112 DEG 16-63-CIW REVISION DATE BY ORIGINAL ISSUE 10/16/14 TJEREMOVED JA SPECIFIC ENDLOCK, ADD INNER ANGLE NOTE 12 I1117 CJRREVISED I BOTTOM BAR DETAIL; HOOD SUPPORT UPDATE 02/19/20 MAN oNDO01/04O6i1-0.0405/0.OS20 Minimum "Ick ess GaMnl¢d ar Semlen Seel -SO PSF Concrete Minimum 3,000 PSI Compremue5hengtM1 lAmmni arc IN, semedlamNv asauembly/ammeni DOGRet Op To Nfindbck b[atlon ylp Wedlock Guide Auanbly Wedoee WNd g h Asemby Fannin [Hammer Assembly Fastener Spacing HIM Kwlk Suit Simpson Wedge All WHeddTm-60N Powers WetlgeBolt M.O.C. fmhetl Min. Wall TM1id Max O.0 Embed Min. Wall ThNk Edge Obl MM O.0 Embed Min. Wall Thkk Etlge Olit M. O.0 Embed Min. Wall miW Edp Ois[ 5'-,. N/A N/A N/A W. N/A 3/8 24 M 2 3/8 4 ii 15 2 512 315/16 5 3/4 15 3 4 1/3 5 3/4 12 2 3 5 314 6'-5. N/A N/A WA W. N/A 3/8 24 28 2 3/B 4 ll 2 5/8 30116 5 3/4 13 3 4 1/2 5 3/4 10 2 3 5 3/4 J'-5. N/A N/A N/A W. WA 3/8 24 9 2 3/8 4 Il 2 5/8 315/16 5 3/4 11 3 4 1/2 5 3/4 8 2 3 5 3/4 8'-S. WA N/A WA W. WA 3/8 A X/A 9 2 5/2 315/16 5 3/4 30 3 4 1/2 5 314 ] 1 3 5 3/4 9'-,. N/A N/A WA w, N/A 3/8 24 WA 8 2 5/8 315/16 5 314 9 3 4 112 5 3/4 ] 2 3 5 3/4 lo'-5" N/A N/A N/A W. WA NO 2I H/A 8 2 5/9 315/16 5 3/4 8 3 4 ]/2 5 3/4 6 2 3 5 3/4 11W N/A N/A WA W. WA 3/8 24 X/A 1 2 5/8 315/16 5 3/4 ] 3 4 1/2 5 3/4 5 2 3 5 3/0 12W 1 GAS 0.531 Cei OCS 12 112 18 16 3 1/2 5 1/4 5 314 16 4 1/2 6 3/4 5 3/4 ICU WA 14'-5" 1 3/8 0.594 CM629 w 12 3A 33 N/A 8 2 5/8 315116 5 3/4 8 3 4 ]/2 5 3/4 6 2 1/2 3 3/4 5 3H ]5'-5" l 1/2 0119 C"Ous 344 IS 3/8 11 N/A ] 2 5/8 3 25/15 5 3/4 7 3 4 1%1 5 3/4 5 2 1/2 3 3/4 5 V4 16' 5" 1 $/a 0.8M ONUS 445 10 V2 18 22 3 5/8 6 613A6 13 4 IP 6 3/4 613/16 10 4 %A 6 3/16 613/]6 8 3 V2 5 U4 613/16 1]'-5" 1 719 1A3] CP0630 M5 10 1/2 ]6 36 3 5/8 8 613/i6 11 4 1/2 5 3/4 6 W16 9 4 1/8 6 3/I6 613/26 8 3 2/2 5 114 613/16 ]86" 2 1.156 CP0630 MS 9 112 14 WA 10 4 1%2 6 314 613/16 8 4 1/8 6 3/16 613/16 ] 3 1/2 5 1/4 613/16 19'-V 2 1.156 CP0630 445 9 1/2 12 N/A 8 4 1/2 6 3/4 613/16 ] 4 1/8 6 3/16 613/16 ] I 6 613/16 20 V 2 1.156 CPO630 446 8 5/8 18 N/A IO 4 V2 6 3/I 6 ]/B WP 9 5 ] 1/2 6 7/8 21'-5' 1 1.156 CPo630&0.647 546 ] 5/8 I6 N/A 9 41/2 63/4 6 V8 N/A 8 5 71/2 6 7/8 22'-5- 2 3.156 CPO63O&CPOfA7 545 ] 5/8 14 N/A 8 41/2 63/4 67/e WA WA 23'-5' 2 112 1.5% CP0630&CIW7 N8 7 3/4 18 28 5 5/8 8 ] 1/2 11 5 ] 112 ] 1/2 13 6 5/8 915116 ] 1/2 N/A 24'-5° 2 w 1.656 CPo Olk `064] 548 7 314 IB N/A 10 5 7 1/2 7 V2 ]2 6 5/g 935/16 ] 1/2 N/A 25'-V 2 1/3 1.06 CP0630&CImM7 548 ] 3/4 ]8 N/A 10 5 ] 1/2 ] 1/2 11 6 5/8 915/16 ] 1/E N/A 26'-5" 2 1/3 1.06 ONDS30&CPo64] 548 6 314 18 N/A 9 5 7 W 7 1/2 10 6 5/8 9]5/I6 7 1/2 N/A 2T-5" 23/3 1656 CPO6W&CRI647 WB 6 3/4 1] N/A 8 5 71/2 71/2 8 65/8 915A. 7V2 N/A 78' 5" 2 1/2 1.66A CP06308 01 6 7 6I8 6 3/4 16 N/A 8 5 7 1/2 7 1/2 ] 6 5/8 915/16 ] 1/2 WA 29'-5" 2 V2 1656 CMD&CM 618 fi 314 15 X/A ] 5 ] 1/2 7 V2 5 6 SA 915/16 7 1/2 WA W'3" 2212 1.656 CPG63D&CP06f7 W8 6 3/4 14 N/A ] 5 I1/2 ]1/E WA X/A 31'-5- 2112 1.6% CP0630&CPIXA] 648 5 314 13 NA WA WA N/A 32'-5- 2 1/2 1.656 CPDA0&CP061] 648 5 3/4 13 N/A WA N(A WA gfgrgrgg, 24 ELMWOOD AVE 1901 S. UTCHFIEI.DF 3 A RI MOUNTAINTOP, PA GOODYEAR, AZ COELL 0 58299 :�<� Inrgmdwd&ar &olurlauC P: 800.233.8366 F: 800.526.0841 • s� '*= E: ADS@CORNELLIRON.COM srnrE OF �.'40,- TITLE: WIND LOAD CONFIGURATION DRAWN BY ��� INSULATED ROLLING STEEL DOOR DWG NO: ONAI. E��.` CP0001/CP0651 SLAT IMPACT RATED E Unless otherwise specified, dimensions are in inches & tolerances are: 0.000 = +/- 0.031 FRACTIONAL=+/- 1/32 ANGLES = +1-112 DEG 16-63-CIW L'TR I REVISION DATE I BY I E.C.O. ' I ORIGINAL ISSUE 10/16/14 TJE 1615 A REMOVED SPECIFIC ENDLOCK, ADD INNER ANGLE NOTE 12/11/17 CJR 1663 B REVISED BOTTOM BAR DETAIL; HOOD SUPPORT UPDATE 02/19/20 MAN 2027 80001/ V O631 � O.d iews0220 MlNmuw niel e— sewndeed., will. NaM - 50 KE, toot Filled GAU Reel (Well ambws netle ume diameter as auembly Artenen( SulellmysM toads DEG HIb XWY ed[3 9m95on Strang-BaIt2 Through Bolt Welded Thset 67 TaFped Up To M.MC Ole. Embed Ed, N11 Mae O.0 Oia Embed EdeM MeM O.C. Ole. Edge wmnee Max O.G S Sbe Max O.L Mex O.L "Min. TbNBness Vxb ) Wbl WN 5'-5- a 3A 2 0 5 3/4 14 3/4 5 1/4 5 W4 15 3/9 5 3/4 36 7/16x 5A 36 36 3116 0 138136 6'-5- 8 1/2 3 1/2 5 3/4 12 3/4 5 V4 5 3/4 11 319 5 314 36 7/1615/8 36 36 3/16 0 163161 ]'-5° 8 3/4 3 1/4 5 3/4 30 3/4 5 1/4 5 3/4 11 3/8 5 3/4 36 7/16 x5/8 36 36 3/16 0 1B8186 8'8' 11 3/4 4 3/8 5 3/4 9 3/4 5 1/4 5 3/4 9 3/8 5 3/4 36 ]/16 x5/8 36 36 3/16 0 213211 9'.5" W 314 4 3/8 5 3H 8 3/4 5 I/I 5 3/4 8 3/8 5 3H w 7/16 x5/8 36 36 3A6 0 238236 d733 1.,. 9 3/4 4 3/8 5 3/4 N/R 0 U. 5 3/4 36 ]/16x5A 36 w 3/16 0 263261 11' -5" 8 3/4 4 3/8 5 314 N/A ] 3/8 5 3/4 36 IA6x$/g 36 36 3/16 0 288285 12'-5- 8 2/2 3 1/2 5 3/4 0 I/2 4 1/2 5 3/4 N/A 18 9/16N3/4 10 18 114 0 313310 1..,. 10 3/4 4 W 5 3/4 N/A 8 3/8 5 3/4 17 1/16x 5/8 17 11 3/16 607 30 362 15'-5' 8 3/4 4 3/8 5 3/4 N/A ] 3/8 5 3/4 14 7/16x 5/9 14 9 WE ]62 387 381 16-5- N/A N/A 13 1/2 6 13/16 27 9/16x3/4 27 15 V4 905 411 lei 411 17'-5" X/A N/A 11 1/1 113116 25 9/16x3/4 25 14 1/4 984 436 SEE 436 18'-5" N/A N/A 10 0 613A(i 22 1 9/16 x3/4 22 12 1/4 1117 460 3101 461 ]9'5" N/A N/A 8 I/2 613/16 18 9A59314 18 111 1/4 1 2343 485 1329 486 20'-5" N/A NIA 10 5/8 5 7/8 24 13A6x7/8 24 13 5/16 1%3 510 1548 511 21'-5" N/A X/A 9 5/8 6 7/9 21 11/16x 7/8 21 11 5/16 1]R 535 1763 537 22'5" N/A N/A a 5/8 6 7/8 18 11/16 x 7/8 18 10 5/16 190 561 1974 562 23'-1- N/A N/A 11 3/4 ] 1/2 36 Wlliel 36 25 3/8 1]5] 535 1742 585 24'-V N/A N/A 10 3/4 7 IA 36 13/16x1 w 22 3/8 1936 610 1921 6W 25-5" N/A N/A 10 1 3/4 7 112 36 13A6x1 36 21 3/8 2113 635 2098 05 26'-S X/A N/A 9 3/4 ] W 35 13/I6x1 35 I9 3/8 22M 660 2276 W 27'S N/A N/A 0 3/4 70 33 13/16x1 33 IB 3/8 2467 695 24N 696 N/A N/A 8 3/4 ] 1/2 30 13/I6 xf 30 16 3A 2643 T 0 26D 711 29'-5' X/A N/A ] 3/1 ] 19 29 13/16x1 29 15 3/9 2821 ]36 2B0] 236 30'-5' N/A N/A ] 314 ] 1/2 27 1V16x1 27 14 3/ 2999 751 2W5 70 3P-5" N/A N/A 34 3/4 0 25 13/16x1 25 34 3/8 31]8 796 31" ]8] 325 N/A N/A 13 3/4 0 24 13/16x1 24 ]3 3/8 339 83E 3343 812 1 * V I %"' 5822999 :133 : * ' a�d p : STATE OF T ..NA L 24 ELMWOOD AVE 1901 S. LITCHFIELD I MOUNTAINTOP, PA GOODYEAR, AZ <� CnnolatIvedeorsOlalblK P: 800.233.8366 * F: 800.526.0841 E: ADS@CORNELLIRON.COM r TITLE: WIND LOAD CONFIGURATION DR4N11 INSULATED ROLLING STEEL DOOR DWG CP0001/CP0651 SLAT IMPACT RATED Unless otherwise specified, dimensions are in inches & tolerances are: 0.000 = +/- 0.031 FRACTIONAL=+/-1/32 ANGLES = +/-112 DEG ES-16-63-CIW REVISION DATE ISSUE 10/16/14 J REMOVED SPECIFIC ENDLOCK, ADD INNER ANGLE NOTE 12/11/17 ABYE.C.O.ORIGINAL REVISED BOTTOM BAR DETAIL; HOOD SUPPORT UPDATE 02/19/20 CPWOI/CPO651-O.b05/0.0220 Minimum ThlMess WMniptl wsu mars; 53eel-60 ME Con[Me Minimum 3p00 P51 Comp[esslre Strength (An[bws are the same diameter as assembly intended) pW Up Ta Nadeau Na[ Lo[allon Sfip Wndbsk Guide �en Wndb[k Pas Weld Assembty Fas[¢nn Olametes AssembN Posten- Spxing Him Xwik Bout ShnNon Wedge All Red mW TIP 9.11 Powers wedge-8oN Max O.L Embed Min. Wall Tbiok Eke Ois[ MaxOC Embed Min. Wall tt1[k Edge dst Maz O.0 ember! Min.Wa11 Tl,i[k. Edge dsl Maz O.0 Embetl Min. Wall Thkk. Edge East 5'-5" N/A N/A WA W. N/A 3/8 M 28 3 3/8 4 5 3/4 12 3 5/8 335/16 5 3/4 13 3 4 IR 5 3/I 10 2 3 5 3/4 N/A N/A N/A 3U' N/A 3/8 24 16 2 318 5 5 3/4 10 2 5A 3 ]5/16 5 3/4 Il 3 4 3R 5 3/0 g 2 3 5 314 i-5" N/A WA WA 3H' N/A 319 24 WA 9 2 5/8 315116 5 3/4 9 3 4 1R 5 LO ] ] 3 5 3/4 8'-5" N/A N/A N/A 344- N/A 3/8 2I WA 8 2 5A 315/16 5 3/4 8 3 4 1R 5 3/4 6 2 3 5 3/4 15" N/A N/A N/A 344' N/A 3/8 24 WA ] 2 5/8 315/16 5 314 ] 3 4 1R 5 3/4 5 2 3 5 3/4 30'-5" N/A N/A N/A 3N' NIA 3/8 N N/A 6 2 5/0 315R6 5 3/4 6 3 4 1R 5 314 5 2 3 5 3/4 12'-5" 1 SAA 0,532 CPEa29 OC] 12 U2 10 16 3 1/2 5 1/4 5 3/4 16 4 1/2 6 3/4 5 3/4 WA WA 1F5" 1 ]R6 0.594 CPW30 HS 10 1/2 18 36 3 5/8 B 613/16 12 41R 6 3/4 6MAE 9 4 Va 6 3/16 613/16 10 613/16 15'3" 1 1/2 0.656 CPC630 NS 9 112 14 N/A 9 4 SR 6 3/4 613/]6 ] 4 1/8 fi 3/]fi fi13/]6 6 613/16 16'-5" 1 5/8 0.]81 CP0630 M5 8 1/2 ]3 N/A 8 4 1/2 6 3/4 613/16 7 4 1/8 6 3/16 6 33/16 6 it 613/16 1]'-5" l 7/8 L031 CP0630 MS 9 V2 12 N/A 8 4 1/2 5 V4 613/16 6 4 1/8 6 Via A is/16 ] 613AS 1B'-s' 2 Ll56 CPo630 446 8 SIB ]e N/A 10 4 iR 6 3/4 6 7/8 N/A 9 6 7/8 19'-5' 2 1.156 CPo630 546 7 5A 16 N/A 9 4 W 6 3/4 6 ]/e N/A 8 6 ]/8 20'-5" 2 1.1% CP0630&CP]64] 546 ] 5/8 14 WA 8 41R 63/4 6718 WA N/A 2T-5" 2 0 1.656 CFW30& CPW4] 548 7 3A 1B i 5 5/8 8 ] 1/2 11 5 ] 1/2 ] 1/2 12 6 5/n 915/]6 ] 1/2 H/A 22'-5" 2 IR 1656 CP0630&CPo64] 548 ] 3A is N/A 10 5 ] 1/2 J I/2 11 6 5/A 915/16 ] 112 N/A 23'-5" 21/2 1.65fi CW630&CP0647 540 7 3/4 18 N/A 9 5 ] 1R 71/2 10 65/8 915/16 ] 112 WA 25'-5" 2 1R 1.656 CPo630&CPoM] 00 6 314 15 11 4 3/4 > 1/8 ] SR 11 5 71R 7 ]/2 WA WA 26'A 2 Va 1.656 CI'0630&CP1647 618 6 3/0 14 X/A ] 5 71/2 ] 1R 5 fi 5/8 915/i6 ] SR N/A T7- 2 1/2 1.636 CP0630&CPoM7 618 6 3/4 13 N/A ] 5 ] 1/1 ] 1/2 WA N/A 22'-5" 2 V2 1.6% CM30&CPo647 648 1 5 1 3/0 1 13 N/A WA WA WA 29'3' 3U2 3.65fi CPo630&CPOfi47 Me 1 5 1 314 1 ]2 N/A WA WA N/A Iro 5629�i STATE OF 24ELMWOODAVE 1901S.UTCHFIELDRDJ Unless otherwise specified, MOUNTAINTOP, PA GOODYEAR. AZ I dimensions are in inches & tolerances are: P: 800.233.8366 F: 800.526.0841 E: ADSOCORNI WIND LOAD CONFIGURATION INSULATED ROLLING STEEL DOOR :P0001/CP0651 SLAT IMPACT RATED 0.000 = +1- 0.031 FRACTIONAL = +/-1 /32 ANGLES = +/-1 /2 DEG TJ E ES=16-63-CIW LTR REVISION DATE BY E.C.O. " ORIGINAL ISSUE 10116114 TJE 1615 A REMOVED SPECIFIC ENDLOCK, ADD INNER ANGLE NOTE 12/11117 CJR 1663 B REVISED BOTTOM BAR DETAIL; HOOD SUPPORT UPDATE 02/19/20 MAN 2027 C80001/CPO651-MMSIMpape Minimum TOhness OaMnlxa ur SWnless SMtl-W KF,[ent Fined oAU Stets Iwan ane"nn In ame sl diameter as a ansbN wpernnn, aLnaaa DEGWe Ewa Bait3 Simpwnsnan6-6Wt2 Tnauih 68h waded mroue0 ran Tapped UpTo Ma[OC. Ed., Embed Etye Obt M.G.I. Wa. Embed E dge dit Max.0.[ Oie. 04ta to Max O.C. 9MSize Mav O.C. MavOG TM'kn.s WVI Wlrl Vxl-I WI-1 5'5" 8 1/2 3 1/2 5 3/4 11 3/4 5 1/4 5 3/4 l3 3/8 5 3H 3fi 1/16x5/8 36 36 3/16 0 165 0 163 6'-S 8 W4 3 V4 5 314 10 3/6 5 1/4 5 3/4 10 3/0 5 3/4 36 7/16x5/8 36 36 3116 0 195 0 193 ]'3" 21 314 4 3/9 5 314 8 3/4 5 1/4 5 3/4 9 3/8 5 3/4 36 7/16v5/8 36 36 3/16 0 225 0 223 9 3/4 4 318 5 314 N/A 0 318 5 3/4 36 7/I6 x 5/8 36 36 Vie 0 .5 0 253 1..5" 8 3/4 4 3/8 5 314 N/A 7 3/8 5 314 36 7/16 x 5M 36 35 3/16 0 205 0 2" 10'-5" B 3/4 4 3/0 5 3/4 N/A 6 3/8 5 3/4 36 9/16 x5/8 36 36 3/36 0 115 0 323 II'5" 0 1/2 3 1/] 5 3/4 8 1/2 4 1/2 5 3/4 N/A IH 9/16%3/4 ]8 ]0 3/4 119 375 169 373 14'-5" N/A N/A 12 1/2 613/I6 25 9/16 v3/4 35 14 1/4 9W 4M 930 430 N/A N/A 9 W 613116 20 9/16x3/4 W 11 1/4 3]36 4M 1196 465 N/A N/A 8 1A 18 9/16x3/4 18 10 1/4 1263 494 1336 495 X/A N/A 8 1/2 18 9/16x3/4 18 10 1/4 1347 523 ]326 524 N/A N/A 10 5/8 25 11/16x7/0 25 14 5116 1488 552 14M 553 N/A N/A 9 5/8 21 13/15x]/8 21 11 5/16 1745 582 1727 5M"WA N/A 8 5/8 18 ]]/16x7/8 ]8 30 5/15 less 613 19]8 614 .N/A 127-5" N/A 1] 3/4 N71/2 36 13/16xl 36 24 3/8 1779 641 1161 642 .N/A N/A 10 114 36 13/]6xl 36 22 3/8 1990 672 1972 672 " N/A N/A 9 3/4 36 13/I6x1 36 10 318 21M 702 2181 702 " N/A N/A 8 3/4 15 13/16r1 15 15 3/8 2612 762 2595 ]fit ° N/A p/A 7 3/4 28 13/16.1 28 15 3/9 2819 792 2802 793 " N/A N/A ] 3/4 27 13/I6 v1 27 14 3/8 302fi 822 3009 123 28'-5" N/A N/A N/A 25 ]3/16x1 25 13 3/8 3233 053 32 7 85a 29'-5" N/A X/A N/A 23 13/16x1 23 12 3/9 3H2 083 We 884 24 ELMWOOD AVE 1901 S. UTCHFIFID RD Unless otherwise specified, MOUNTAINTOP, PA GOODYEAR, AZ dimensions are in inches & CO TELL tolerances are: InnmaBNed..kd Mid P:800.233.8366 0.000=+/-0.031 F: 800,526.0841 FRACTIONAL =+/- 1132 E: ADS@CORNELLIRON.COM ANGLES = +/- 1/2 DEG TITLE: WIND LOAD CONFIGURATION DRAWNBY: SIZE: SCALE: SHEET: B SNTTE 33/40 INSULATED ROLLING STEEL DOOR D NoE RATED I ES-16-63-CIW LTR REVISION DATE BY E.C.O. ORIGINAL ISSUE 10/16/14 TJE 1615 A REMOVED SPECIFIC ENDLOCK, ADD INNER ANGLE NOTE 12/11/17 CJR 1663 B REVISED BOTTOM BAR DETAIL; HOOD SUPPORT UPDATE 02/19/20 MAN 2027 OWOI/otill-0.d95/0.0220 Minimum thickness GaMMxW in luddas steel - SS PSF 0-creme Minimum 3,000 P51 Compressive Sherill (matters are the same diameter as assembly brtmersl DBG Up TO Wlndlock FIM IaMion Ship Wlndbck Guide AnemNy WMikek Weld PttcM1 Assembly Fulmer Diameter Assembly Futenm P. sit Kwik BoN3 4mpson WeNl tlgi Rail Hand Tl Wh Powers Wdt ebe-0 Max0.L Emhed Min. Wall Thick. Etl{e Cisi Max O.0 EmbM Min. Wall Thick f4Te Dirt Mex O.G EmbM M1O'Well lhlck. E(�e Ois[ Massa"kDbt S.S. N/A N/A N/A Md. N/A 319 24 I6 2 3/8 4 5 3/4 11 2 5/8 315/I6 5 314 12 3 4 112 5 314 9 4 6'-5" WA N/A N/A 3Ma N/A RAE 24 6 2 3A 5 5 3/4 9 2 5/8 315116 5 3/4 10 3 4 1/2 5 314 ] /4]'-5° WA N/A N/A 3N' N/A 3/8 24 N/A B 2 5/8 315/S6 5 3/4 8 3 4 1/2 5 3H 6 /48'-5°N/A WA N/A 3µ' N/A 3/8 24 N/A ] 2 5/8 315/16 5 3/4 ] 3 4 1/2 5 314 6 /49'-5' N/A N/A N/A Mar N/A 3/8 24 N/A 6 2 518 315/15 5 3/4 ] 3 4 1/2 5 3/4 5 14 12'-5° 1 SAG 0532 CPo629 Da 12 IL_ 18 16 3 1/E 1 5 1/4 5 3/4 16 4 W 6 3/4 5 3/4 N/A N/A 14'-5- 1 7/16 0.594 CM30 HS 9 111 25 WA 10 4 In 6 3/1 6IVI6 8 4 118 6 3/16 613/16 8 4 fi 613/16 15'-5- 1 1/2 0656 CP0630 Ads 8 1/2 13 WA 8 4 1/2 5 3/4 613/I6 6 4 1/8 6 3/I6 6 13/I6 ] 4 6 613/16 16'-5' 1 5/8 0381 CP0630 H6 8 518 18 N/A 30 4 1/2 6 3/4 6 7/8 N/A 9 5 ] 1/2 6 7/8 1T-5' 1 7/9 1.031 0P0630 446 8 5/8 18 N/A 10 4 1/2 6 3/4 6 7/8 WA 9 5 7 1/2 6 7/8 18'-5- 2 1156 0P0630 ME 8 5/8 16 N/A 9 4 112 6 3/4 6 7/8 WA 8 5 ] 19 6 7/8 19'-5a 2 1.156 CM630&CP0647 .6 ] 5/8 24 N/A 8 4 1/2 6 314 6 7/8 WA 7 5 ] 1/2 6 7A 20'-5" 2 1/2 1.6% 00630&CP0647 me ] 3/4 18 21 5 5/8 8 7 112 11 5 7 0 7 1/2 12 6 5/8 9 I5/16 ] 1/I N/A 21'-5" 2 1R 16H CP0630&CP0647 ME 7 3/4 18 N/A 10 5 7 1/2 7 1R 11 6 5/8 9 15/16 7 11 X/A 22'-5" 2 112 IGM CP0630&CKM7 MR ] 3/4 18 N/A 9 5 ] 1/2 ] 1/2 10 6 5/8 9 35/I6 ] I/2 N/A 25'-5" 2 1R 1.656 CP0630&CP06f] DO 6 3/4 I5 11 4 3/4 ] 1/8 7 1/2 11 5 ] 1/2 ] 1/2 N/A N/A 26'W' 2 V2 1.556 0P041&0rM47 me 5 3/4 13 N/A WA N/A N/A 27'-5" 2 1/2 1.656 (IPC630&Until ME 5 3/4 12 We WA WA N/A CPOWI/CPW81-0.04tri 220 Minimum Thickness Silvestri m Stainless Reel - IS PSF, Cart. FNed CMU Stmirimil anchms are the same diameter as assembly Sameness) SuperimXnsed hods OB6 his mark Wh3 Rmpson Stray-BON2 Thmush Bok Weltled ThrenBN 'Red! Up To mmoc Oia. EmbM Edge Dirt Max O.C. Ola. Ember Edge pR Ma.O.G. Oia fd8e Dlstante Max O.C. Slut%a Myi O.G M.O.C. Mln. Thi'les. Vx I+ 1 W(+l WI -I WH 5'-5" 8 3 1/4 5 314 10 3/4 5 1/4 5 3/4 11 Im 5 3M 35 7A6xW 36 36 3/16 0 179 0 STI 6'5" 3E 4 3/8 5 3/4 9 3/4 5 1/6 5 3/6 9 3/8 5 3/4 36 7/16x5/8 36 36 3/16 0 212 0 ]09 T-5" 2D 4 3/8 5 3/4 8 3/4 5 1/4 5 3/4 8 3/8 5 3A 36 7/16x5/8 36 36 3/16 0 244 0 242 8'-5' 9 t • 3/8 5 3/d N(A ] 3/8 5 3H 3fi ]/16x 5/8 36 36 3/Ifi 0 ]]J 0 2A9'-5' 0 4 311 5 3/d WA 6 3/8 5 3/4 36 7/1115/8 36 36 3/16 0 SIR 0 307 l2'-5" 0 3 1R 5 3/4 0 1/2 4 1/2 5 3/d N/A 10 RAE K3/4 18 30 214 373 4M .1 4M 14'-5" N/A WA 30 1/2 613/16 21 9116 x3/4 21 12 1/4 Iran 4]0 1111 471 Is. S. WA WA 8 W 613/16 17 9116 x3/4 17 9 1/4 .17 503 1385 Wa 16'-5" WA WA 30 5/0 6 718 24 11/16x7/8 26 13 5115 1555 535 3527 536 1T 5' N/A N/A 10 SA 6 7/9 2d 11/1k x]/8 24 13 5/16 1528 SEE 15W 567 U.S. N/A N/A 9 5/8 6 7/8 22 12/16 x7A 22 12 5/16 1674 590 ISM 6W 19'-5" N/A N/A B 5/8 6 7/8 19 11/16 x7/2 19 10 5116 1946 $31 A27 SM 20'5" N/A WA 11 314 7 1/2 36 13/16x1 36 II 3/9 17" 662 1725 653 31'S" N/A WA 10 3/4 ] 1/2 36 "/Is" 36 22 3/8 1972 05 1953 Gas N/A WA 9 3/4 ] I4 35 13/I6x1 36 20 RAE 2197 727 21M 728 25'-5° X/A We 8 3/4 7 1/2 15 13/16 xl IS 15 3/8 2861 US 28aa S16 ]6'-5" N/A X/A N/A 26 13/16x1 26 14 3/8 3003 853 3066 Gas 2]'-5" N/A WA N/A 2I 13/16x1 24 13 3/B B05 891 3280 891 "lQ 58299 {: STATE 24 ELMWOOD AVE 1901 S. LRCHFIELD RDI Unless otherwise sped8ed, MOUNTAINTOP, PA GOODYEAR, AZ I dimensions are in inches & tolerances are: P: 800.233.8366 F: 800.526.0841 E: ADS(MCORNI WIND LOAD CONFIGURATION INSULATED ROLLING STEEL DOOR ;P0001/CP0651 SLAT IMPACT RATED 0.000 = +/- 0.031 FRACTIONAL as +/-1132 ANGLES an +/-1/2 DEG TJE I B ES-16-63-CIW LTR REVISION DATE BY E.C.O. e ORIGINAL ISSUE 10/16/14 TJE 1615 A REMOVED SPECIFIC ENDLOCK, ADD INNER ANGLE NOTE 12/11/17 CJR 1663 B REVISED BOTTOM BAR DETAIL; HOOD SUPPORT UPDATE 02/19/20 MAN 2027 CPWOl/00661-O.OEOSX(AGE) MIMmam Thldnm densities! car SWNea sees - 70 PSE Querete Minimum 3,0h0 P51 CnmpreasNe Sarer thIAneAars are the same diameter as essemhl9 hstmersl OB, Op]o Hill Slp Winans Guide Asxanbty Wntllak Weld mth Maidubly 1=,' Oiame4r Assembly Fatmo Spacing Nlkl siNk0�N3 guidon WMge All Red Headirv-Bolt Pvxers Wedge -Bolt Ma O.G MIn. Wall Embed Thin Este Oast M.Ot Embed Mm.e` l Thick Edge Oast Mat Mc. Embed Mln.Wall Th'xY FIge ON[ Mae O.G Embed Mln. Wall TMltk EQ. Oast 5'-5° N/A N/A sail' N/A 3/9 24 6 2 3/8 4 5 3/4 10 2 SA 315/15 5 3H 11 3 4 1/2 5 3/4 8 2 3 5 3/4 6'-5" WA WA 3M' WA 3/8 24 WA 9 2 5A 335/16 5 3/4 9 3 40 5 3/4 ] 2 3 5 3/4 T-5° FNIA N/A WA 3N' WA 3/8 14 WA 8 2 5/8 315116 5 314 a 3 4 1/2 5 3/4 6 2 3 5 3/4 8'-5° N/A N/A 3M' N/A 3A 24 H/A 7 2 5/8 3 ]5/16 5 3/4 ] 3 4 1/2 S 3p 5 2 3 5 314 9'-5° N/A N/A 3H' N/A 3A 24 N/A 6 2 5/8 3]5/16 5 3/4 6 3 4 in 5 3/4 5 2 3 53/4 13'-5° 0.469 CP0630 .5 9 1/2 15 N/A 10 4 1/E 6 3/4 613/S6 8 4 1/8 6 3/16 623/t6 8 4 6 513/16 l4'-5- p594 CP0630 445 9 V1 13 WA 9 4 1/2 6 3/4 613/16 7 4 1/8 6 3/fi 613/16 ] 4 6 613/16 ]5'-5" 0.656 CFC630 446 8 5/8 18 WA 10 4 112 6 3/4 6 718 N/A 9 5 71/2 6 7/8 16'-5- 1 5/8 0.781 CFW30 Safi ] 5/8 16 WA 9 4 In 5 3/4 6 1/R N/A 6 5 7 in 6 7/8 ll'-5" 1 7/B 1.031 1PW30 Safi 7 SA 16 N/A 9 4 0 6 3/4 6 7/8 H/A 8 5 7 1/2 6 7A ]8'.5" 2 1.156 CPo630&CPofi1] 546 7 5/8 15 WA 8 4In 63/4 67/9 N/A ] 5 7112 67A 21/4 lA0530& Laths CP CP0647 Safi 7 3/4 18 WA ]3 5 7W ]]/2N 65/8 915/16 71/2 N/A 11.1. 2 1/2 1.06 CPC630&CP0647 54B 7 314 18 WA 10 5 7 1/2 ] 1/1fi 5/R 915/16 ] 1/2 N/A 21'-5° 2 1/2 1.656 CPC630&CP0647 548 7 314 1B N/A 9 5 1 1/2 ] 116 5/8 915/16 719 WA ]]'-5' 2112 1.06 U0530&CN647 64B 6 314 16 We 8 5 71/2 71/265/8 9sins 71/2 N/A 23'-5° 11/2 1.656 CPo630&CftK47 Wa 6 3/4 15 WA 8 5 71/2 71/265/8 915/16 71/2 WA M'-5° 21/2 1.656 CPo630&CPo647 W8 6 3/4 14 WA 7 5 ] 1/2 71/2 N/A WA 25'8 2]/2 1M6 CM30&CP0647 648 5 3/4 13 WA N/A N/A WA 26'-5" 2 1/2 1.656 CP0630&0P0647 WB 5 3/4 I12 M/A 24 ELMWOOD AVE 1901 S. LITCHFIELDF MOUNTAINTOP, PA GOODYEAR, AZ 58299 2°m< COELL 7 InrN3ge6va doonoM1211nkC P: 800.233.8366 STATE OF F: 800.526.0841 E: ADS@/CORNELLIRON.COM �DR1oP.\��, TITLE: WIND LOAD CONFIGURATION DRAWN BY all INSULATED ROLLING STEEL DOOR DWG NO Unless otherwise specified, dimensions are in inches & tolerances are: 0.000 = +/- 0.031 FRACTIONAL = +/-1 /32 ANGLES = +/-112 DEG X T IMPACT RATED I ES-16-63-CIW LTR REVISION DATE BY E.C.O. ` ORIGINAL ISSUE 10/16/14 TJE 1615 A REMOVED SPECIFIC ENDLOCK, ADD INNER ANGLE NOTE 12/11/17 CJR 1663 B REVISED BOTTOM BAR DETAIL; HOOD SUPPORT UPDATE 02/19/20 MAN 2027 C1,00WO9p651-0.0406/oA220 Minimum iNiMess GWanlaea or WmIeN SbN. Jo M. Eb,c FlIIM Chat, Steel (Wall anchors are the same diameter as assembly fasteners( Superimposed bads Had We Box Simpson Stronli2 Th.,h Holt Weldet Th�h T-ow Max O:L W. Emhed Efte01sE Max O.C. Ola. Embetl EcVepls[ Max, or. Dia Eae Distance Maxo.0 Sol Sue MaxOC Mar O.C. M,n' Thiaknea s 1M b1 w(A Va(-( W(-I 67-1- 8 3/4 3 V4 5 3/4 10 3/4 6114 5 3/4 0 3/8 5 314 36 7A6 x5/8 36 36 3/16 0 193 0 190 11 3/4 4 3/8 5 314 8 3/4 5 1/4 5 314 9 3/8 5 3/4 36 /8 36 36 3/15 0 118 0 225 9 3/4 4 3/9 5 3H N/A B 3/8 5 3/4 36 5/8 36 36 3/16 0 263 0 2E0 8 3/4 6 3/8 5 3/4 H/A 7 3/8 5 3/6 36 5/8 36 36 3/16 0 298 0 295 N/A N/A 6 3/8 5 3/t 3fi 5/B 36 36 3/16 0 333 0 330 N/A X/P Ip ]/3 6]3/16 21 3/4 31 33 1/4 11]3 4J2 1128- N/A N/A 9 1/2 613A6 18 3/4 R t8 30 V4 1328 50] 1291 SW15'-5" N/A N/A 10 5/8 6 7/8 23 7/8 23 ]3 5/26 1608 Sal 1574 St2 ]6'5" N/A N/A 9 5/8 6 7/3 21 7/8 21 1] SA6 17" 5J6 1717 5J] 1J'-5" N/A N/A 9 5/8 67/9 22 718 22 12 5/16 370 6. 16% 611 18'.5"NM N/A 8 5/8 6718 20 ]/8 20 11 5/16 ]8W 6N 1839 W6N/A N/A 11 3/4 ] 1/2 36 x1 36 23 3/8 ]88] 680 1862 No 20'-5° N/A N/A 30 3/4 7 2/2 36 13/1ex1 36 II 3/8 1925 713 19. 713 21'-5° N/A N/A 9 3/4 ] 1/2 35 13/16 x1 36 20 3/9 21% AB 2145 749 22`5° N/A N/A 8 3/4 ] 1/2 33 W16x1 33 1s 3/8 2404 M 2384 JB4 23'-5' N/A N/A 8 3/4 7 lA 30 nA6a1 w l6 3A 26W $19 2621 819 24'S. N/A N/A 7 3/4 7 lA 28 13/16x1 28 15 318 2876 854 285] Ma 25'-5" N/A N/A N/A 26 13/16x1 26 14 3/8 3112 me 3033 no 26'5" N/A N/A N/A 31 13/16xl 24 13 3/8 3348 925 3329 925 24 ELMWOOD AVE 1901 S. UfCHFIELDI MOUNTAINTOP, PA GOODYEAR, AZ 58299 P: 800.233.8366 F: 800.526.0841 STATE OF : 4¢Z E: ADS@CORNELLIRON.COM Mw WIND LOAD CONFIGURATION INSULATED ROLLING STEEL DOOR CP0001/CP0651 SLAT IMPACT RATE[ Unless otherwise specified, dimensions are in inches 8 tolerances are: 0.000 = +/- 0.031 FRACTIONAL = +/-1/32 ANGLES;a +/-1/2 DEG WN BY: SIZE: SCALE: SHEE TJE B SNOTE 36/4 LTR REVISION DATE BY E.C.O. ORIGINAL ISSUE 10/16/14 TJE 1615 A REMOVED SPECIFIC ENDLOCK, ADD INNER ANGLE NOTE 12/11/17 CJR 1663 B REVISED BOTTOM BAR DETAIL; HOOD SUPPORT UPDATE 02/19/20 MAN 2027 @0001/@0651-&0105/0.@30MFFwm ThMmm6aMnNNwSmlMeaa54eM 80PW CondNe Minimum 3,000 F51 Compressive StrensM (0Mbw6 are Me same diameter as aa6oMty fasteners) NG UPTO Windlwk Flit bR. Sllp Wlndb[k Guide Assembly Wmdlxk Weld Weld Assembly Fi6[m¢r Olameter 0.ssembty fastener $Wing HIIti Wit 8oN3 Ampsarr Wedge All sued Naatl Tru-Bo& Powers WedBe•PeN Mar O.L Embed MIn. Wall T6irk Fdge Disl MarOC. Fmbed Mlrt Will ThIPk Etlge Wrt Mm,UC Will itk Edge Dkt Max D.C. Embed MIn. Will Th1Lk Fae Diss 5'-5" N/A WA N/A W. N/A 3/8 24 WA 9 J 5/8 315/lfi 5 3/4 9 1/2 5 3/4 J 3 3 5 3/4 S'-s- N/A N/A WA 3H' WA 3/8 24 N/A 8 2 SA 3l5/I6 5 3/4 8 g-bW. 1f2 5 3/4 6N 3 5 3/4 J'-5" N/A WA N/A 341 N/A 3A J4 WA 7 2 5/8 315/16 5 3/4 7 ]/2 5 3/4 5 3 5 3/4 8'-5" N/A WA N/A W. WA 3/8 24 WA 6 2 5/8 31S/16 5 3/4 6 V2 5 3/4 0 3 5 3/4 13'-5" S SAS 0.469 CP0630 "a a 5/8 a N/A 10 4 1/2 6 3/4 6 7/8 WA 9] 112 6 7/8 14'-5" 17116 0.5% CPN30 546 8 5A 17 N/A 9 4 W 6 3/4 6 7/e WA 87 1/2 6 7/8 15'-5" 1 1/2 0.656 CPo530 & CN647 545 7 SA 15 N/A 8 4 1/2 6 3/4 6 7/8 WA ]7 1/2 6 ]/B 16'-5" 15A 0,M1 CF0630&CPo647 546 7 5/8 M WA 7 4W 6314 67/8 WA N/A 17'-5" 17/8 1.031 VWK)IS CPo647 546 7 3/4 18 WA 30 5 7l/2 72/2 11 65/8 915/16 7l/2 WA 18'W 2 1AS6 CPoS30&CPo547 548 6 314 18 WA 9 5 71/2 7W 10 65/9 915/16 71/2 WA 19'-5" 2 U4 3A06 0411&CPo6d7 543 6 314 17 WA 1 9 j 5 71/2 7 W 10 65/8 915116 71/2 N/A 20'-5" 2 la 2.656 CFW30 & CPo617 w 6 3/4 17 N/A 9 5 7 ]/2 J 1/2 9 6 5/8 915/16 ] 1/2 WA 21'-5" 21/2 1.656 CPo530&CPoWJ W6 914 15 N/A B 5 71/2 ]1/2 7 65/B 915/16 71/E WA 22'-5- 2 0 1.06 C➢06M IS CF06a7 648 6 3/4 U N/A 7 5 71/2 11/2 WA WA 23'-5" 21/2 1.66 CFs6w,kou"J 648 5 3/4 13 N/A N/A N/A WA 24'-5" 2 1/2 1.656 CMKM&CPoWJ M8 5 3/4 12 WA WA WA I N/A VONL/[PO651-O.MM/0.02LIAOnImum TN4kness GaMnNed wSbinleu SleN- 80 PY.Cmt. Rated CMU Stand (Mil What are Me same Minister M auemdy raneners) Supenmparmd as MIS HINi Kwik6elt3 Simmons SVong-Mis2 ThrolpN Bolt Welded Thw Tappetl Up T. Max G.C. M. EMed EMge Olst Ma O.C. qa. Embetl Edge Olat Max O.0 or. suan OlEdge Max ILC Soa Sxe Maxac Mumac MIn' Thickness yxd 1) Vyl+) Vxl-) Wl-) 11 3/4 a 3/8 5 3/0 8 3/4 5 1/4 5 3/4 9 3/8 5 314 36 7/M x 5/8 36 36 3/16 0 ZM 0 217 6'-5" 9 3/4 4 3/0 5 3/4 WA 8 3M 5 3/4 36 7/16e5/8 36 M 3/26 0 260 0 257 T-1. 8 314 4 3/8 5 3/4 WA 7 us 5 314 36 7/16x5/8 36 36 3116 0 300 0 297 8'-5" WA WA 6 3A 5 3H M 7/16x5/8 36 36 3116 0 340 0 337 1315" N/A N/A 10 5/8 67/8 24 1W6r J/H 24 13 SIM 1M3 539 3194 SW M'-5" WA N/A 9 5/8 6718 l2 11/16x7/3 22 11 5/M 1693 5T9 1651 580 15'-5" N/A WA 8 5A 67A 18 11/16r7/8 a$ 10 5/16 1991 619 1953 620 I6'-5" N/A N/A 7 5/8 6 7/8 17 11/16x7/8 17 9 5/16 2129 659 2097 6W 17'-5" sim WA M 314 7 V2 36 13/16xlM28 21 318 20M 09 204J 699 38'S" N/A WA 9 3H 7t/2 36 13/16x119 3/8 22" 738 22M A9 19'S" WA N/A 9 3/4 7 1/2 3S 13/16x119 3/9 2251 TJ7 22B 777 20-5" N/A N/A 9 3H 7 W M 13/16s119 3/8 2285 815 U52 815 21'-5" N/A WA 8 V4 1 1/2 31 2 6"17 3M 2552 BSS 25M 856 22 S N/A WA ] 3/4 7 1/2 a 13/16x115 3/8 28ll 05 2J95 096 23' 5" N/A N/A N/A 26 13/16xl14 3/8 M82 936 30W 936 24.5" N/A N/A N@ M 13/16x113 1 3/8 3345 1 976 1 3325 1 9n kk3g kFgggaddA 24 ELMWOOD AVE 1901 S. LITCHFIELDI TR C ���� MOUNTAINTOP, PA GOODYEAR, AZ COFQ4 L 58299 ""Cml� Innm&tive eDOr 9ddbW P: 800.233.8366 F: 800.526.0841 E: ADSr@CORNELLIRON.COM STATE OF ;�[� TITLE: WIND LOAD CONFIGURATION DRATJE ;49RINSULATED ROLLING STEEL DOOR IDWS NO: Unless otherwise specified, dimensions are in inches & tolerances are: 0.000 = +/- 0.031 FRACTIONAL=+/- 1/32 ANGLES=+/-1/2 DEG TED I ES-16-63-CIW LTR REVISION " ORIGINAL ISSUE A REMOVED SPECIFIC ENDLOCK, ADD INNER ANGLE NOTE B REVISED BOTTOM BAR DETAIL; HOOD SUPPORT UPDATE CEOW]/@065]-0.0005/O.WM Minimum ThMnev WMnbad ar 51ainha SAMA- 90 P55 Unmake Minimum 3,006 Ml CmnprosFre strength (Anchors are Me same diamMtt a5 assembMEasteems) OM' UpTo Wlndbck me, Weleal SOP WMdbck Guide gssembty Wndlmk ]yNd p�,Nh Assembly Fastener Diameter Assembly Fastener Spee., Hilo Kwik WE Lmpsm Wedge All Red Head Tm-BMt Edemas Wedgel-ME Max O.C. Embed MIn.Wall Thi[k Fus. eiit M. Mc, Embed Min, We A Thmk Ede Oist Mes O.0 Fmhed Mm.Wall ThNk EcMe Olsl Man O[. Embedt WA N/A N/A W. N/A 3/8 24 N/A 0 2 5/8 31506 5 3/4 0 3 4 1/2 5 3/4 6 2 6'-5" N/A N/A N/A W. N/A 3/8 24 N/A ] 2 5/8 315/16 5 3/4 ] 3 4 ]/2 5 314 5 2 PH ]'-5" N/A N/A N/A 3N' WA 3/9 24 WA 6 2 5/8 335/16 5 3/4 6 3 4 1/2 5 3/4 4 2 W-5" N/A N/A N/A We N/A 3/8 24 WA 5 2 5/2 315/16 5 3/4 N/A 5 2 1/2413- V 1 5116 OA69 CM30& CP064] 546 ] 5A 16 N/A 8 4 1/2 63/4 6 W. N/A ] 5 8 14'-5" 17/16 0.594 CM630&CM647 546 ] 5/8 II WA 8 4in 63/4 67/8 N/A N/A 15'-5" 1112 iM6 CM63D&CPOM7 sees 6 3/4 18 N/A 9 5 ] 1R ] 1k 10 6 5/9 915/16 1 ] 1/2 WA 16'-5" 1 5/8 0.781 CM630&CN647 548 6 9/4 17 WA 8 5 ] 1/2 ] 1/2 9 6 5/8 915/16 ] 1/2 N/A 1 3/4 0.915 CM30&CPOM7 MB 6 3/4 16 WA 8 5 ] in ] 112 ] 6 5/8 935/16 ] in N/A 1 ]/8 1.03E CPU690&[Poll] M8 6 3/4 35 WA ] 5 ] 1/2 ] 1/2 5 6 5/8 915/t6 ] 1/2 H/A 2 2/8 1.281 CM630&CP0647 MB 6 3A 15 N/A ] ] 1/3 5 6 5/8 915/16 ] 1/3 N/A ID'S 2 1/4 1.406 CM630&CPAM] M0 6 3/4 14 N/A ] 5 ] ]/2 ] 1/2 N/A WA 21'-5" 2 1/2 1.656 CM630&CM47 MB 6 3/4 13 N/A ] 5 719 ] 1/E WA WA 22'-5' 31/2 1.655 CM30&CP0647 MB 5 3/4 12 N/A N/A N/A WA CPOWII69065l-M/M=Minimum Thidn¢56aWanNed wMalnlessSMN-BOPBF,Cent. MM CMU 3ted (Wall anch ms aae Me same dlamefttas assembly fasteners) Superimposed bads Miles Hit Kwik WE Simpson 5tem,splt 2 TNough ME Welled Thw TaPPcd Up To Max O.C. qa. Emhad Fdge ONE Ma O.C. Oia. Embed Edge Dist Max. OA. Oia. gmce Ma O.G Sle Sixe Maa00. MaaOC ThkFness W(+) WHI WLI W(-( 314 4 3/B 5 3/4 WA 8 3A 5 3/4 36 1/16x5/8 N 36 3/16 0 WB 0 24 6'-5° 0 3/4 I 3/0 5 3/4 WA ] 3/8 5 3/4 36 7/16x5/8 36 36 3/16 0 393 0 Us 7'-5" WA WA 6 3/E 5 3/4 36 7/16a5/8 36 36 3/16 0 330 a 334 WA WA 5 3/8 5 3/4 36 ]/16x5/8 36 36 3/16 0 383 0 379 13'-5" N/A N/A 8 518 6]/8 i9 11/l6x]/0 19 30 S/16 1913 60J lug His N/A N/A 9 5/8 67/8 30 3V16a7/8 18 10 5116 209 65E 2012 M3 WA X/A 9 314 7 f/2 34 ]3/16z3 3a ]8 3/8 2392 693 2333 698 WA WA 8 3/4 ] V2 32 13/26x1 32 17 3/8 2510 743 2470 J43 WA WA a 3/4 ] V2 30 13/S6n1 30 16 3/8 26J4 ]8] 2628 ]8B ]8'5" WA N/A ] 3/4 ]0 28 ]346x1 28 15 Mg ME) 833 2M 832 WA N/A ] 3/6 ] V3 29 13/lfi xl 29 15 3/8 2IJ] 875 2743 B]5 N/A > 3/4 J 1/] 27 13/16x] 27 l5 3/8 2932 919 2902 920 WA WA J 314 ] 1/2 3] 13116 x1 2] ]5 3/8 2938 962 29M 963 WA N/A Xa%A -'- 25 13/f6x1 25 13 3/8 3231 1W8 3207 1008 (NO 58299 :it STATE OF ° 4/ �4OR10P'��?� 24 ELMWOOD AVE 1901 S. LITCHFIELDF MOUNTAINTOP, PA GOODYEAR, AZ CO����� P:800.233.8366 F: 800.526.0841 E: ADS@CORNELLIRC TITLE: WIND LOAD CONFIGURATION INSULATED ROLLING STEEL DOOR CP0001/CP0651 SLAT IMPACT RATED DATE BY I E.C.O. 10/16/14 TJE 1615 12/11/17 CJR 1663 02/19/20 MAN 2027 Unless otherwise specified, dimensions are in inches & tolerances are: 0.000 = +/- 0.031 FRACTIONAL =+/-1 /32 ANGLES = +/-1 /2 DEG TJE I B �SNOTEI 3 NO: ES-16-63-CIW LTR REVISION DATE BY I E.C.O. ` ORIGINAL ISSUE 10/16/14 TJE 1615 A REMOVED SPECIFIC ENDLOCK, ADD INNER ANGLE NOTE 12/11/17 CJR 1663 B REVISED BOTTOM BAR DETAIL; HOOD SUPPORT UPDATE 02/19/20 MAN 2027 CDWp1/CD0651-O.WDS/0.0230 Mnimum Concrte inimu 3,MDPSMeFs51M-SOOPSF Concrete Minimum 3,0.V P51[omplessWe Smarghipn[M1crsarcMesome mamelel azaxemblyhs[enas) DOG UDTo 'Mmilork Fig IyCrtbn Slip WIndIMWahl Wlndla[k Pier Assembly Fazlener wameM Atwnbly Feame[ Spacing HINT XMk all3 Slmpeen Wedge All Red Head TFu-Batt Powers We WERaN Max0C. Embed MIn. Wall ,uW Edge Dirt Max O.0 Embed Min. Wall '" W Etlgeon, Max O.0 Mtn. Wall Embetl m W Edge 04l M.O.C. Embed Min. Wall Thlh Edge ONl 5'-5" N/A N/A WA N/A 3/8 34 N/A 7 2 5/8 3ISM 5 3/4 ] 3 4 W 5 3/4 6 2 3 5 3/4 6'-5' N/A N/A N/A H/A 3/8 24 N/A 6 2 5/B 315/l6 5 3/6 6 3 6 1/3 5 3/4 5 2 3 5 3/4 ]'8N/A WA N/A JU4:' N/A 3/8 24 N/A 5 2 5/B 315/16 5 3/4 N/A 5 2 ]/2 3 3/4 5 3/4 16'-5- 1 1/2 DIGGS CPo630&CP0647 6 3/4 15 11 4 3/4 ] 1/8 ] 1/E 11 5 ] 1/L ] ]/2 N/A N/A 15'-5" 1 IA6 ISM CP0630&CPWM1] 6 3/4 15 N/A ] 5 7 1/2 ] 1/2 5 fi 5/B 915/]6 ] 1/2 H/A lB-5' 1 1/2 0.656 C0.630&C"0641 5 3/4 14 N/A ] 5 ] 1/2 ] 1/2 N/A WA 1]'-5' 15/8 0.781 CP0630&CPW47 5 3/4 13 N/A WA WA N/A ]8'-5' 1 3/4 0.906 CP0630&CPW4] 5 3/4 13 X/A N/A N/A N/A l9'-5' 1]/8 1.031 CPo630&CPW4] 648 5 3/4 11 N/A X/A N/A X/A 30'-5" 2 1/8 1 1,291 1 CR 630&W64] 1 W 1 5 314 12 WA H/A N/A N/A [W-'V3/[Po651-O.d06/0.O220MInhnwn TJtlmea GaMnlredarSNlnbs54ed- 100 P3F, Cmt. Find CMU Steal (Wall en[M1ms are the same dismateraz assembly Iaztenersi SUpertm mend loads DING BoltSimpaon Strong'BOIt 3 mmugM1 Batt Welded Th..gh Tapw Up To Max Oe Dist M.O.C. Pa. Embed Edgeing M—ac. Dia. OIEJ& MasD.0 Sb, 93e MUC MaxO.C. avx(*) Wlr) -0 wl-) 5'-5" 9 *./A 3/dWA ] 3A 5 314 36 7/16x5/B 36 36 3/26 0 275 0 271 6'-5"N/A 6 3/8 5 314 36 7/16x5/8 36 3fi 3/16 0 325 0 322 7'-5"N/A 5 3/8 5314 36 ]p6x SA 36 36 3/16 0 375 0 an ld'.5"WA a 3/4 ] W 15 13/16 x1 IS 15 3/8 R61 725 2195 M ]5'S"N/A ] 3/4 ] 1/2 2] 13/16x1 2] IS 3/8 2976 Val 7909 7M 16'-5"NIA 7 3/4 7 112 25 13/16x1 25 13 3/8 3274 an 3211 an IT-5" WA N/A WA 3I 13/16xi 34 2 318 3371 an 3316 877 18'-5" WA W0. N/A 23 13/16a1 a 13 3/8 3486 926 U37 926 19'-S WA N/A N/A R 13/16x1 32 12 3/9 3511 an M62 976 30'3" N/A N/A N/A 33 13/16x1 23 13 3/9 ISIS =3 . .4 ro 58299 %'i STATE OF .:4U �i, tC•; O R 'oNA' S�Ca�. 24 ELMWOOD AVE 1901 S. LITCHFIELD RDJ Unless otherwise specified, MOUNTAINTOP, PA GOODYEAR, AZ I dimensions are in inches 8 tolerances are: P: 800.233.8366 F: 800.526.0841 E: ADSRCORN 0.000 = +/- 0.031 FRACTIONAL = +/-1132 ANGLES = +/-112 DEG WIND LOAD CONFIGURATION ""'"" INSULATED ROLLING STEEL DOOR DWGNO: B NOTE :P0001/CP0651 SLAT IMPACT RATED ES-16-63-CIW LTR REVISION DATE BY E.C.O. • ORIGINAL ISSUE 10/16/14 TJE 1615 A REMOVED SPECIFIC ENDLOCK, ADD INNER ANGLE NOTE 12/11/17 CJR 1663 B REVISED BOTTOM BAR DETAIL; HOOD SUPPORT UPDATE 02/19/20 MAN 2027 V ppB1/CPB651. p. W pS/0.022p MIMmum Thickness GaMniaed or Stainless fled - = PSF Cmcbee Minimum 3,00p IN Qn,masslve Remain (Amho s are the same diameter as assembly fasteners) OgG Up To Wl"do'k Nat location Slp Wi^dbIX Guide Assembly Wind-N WeM Pthe g -4N fHIener Diameter Assembly Fasttnw Suidn8 NIM Nwik Boh3 Smpwn Waste, All Retl Nead7m-Wit Powws WeEgeBdl MixOC FmbeC Min. Wall TMd. Etlg¢dst Mae U.G Embetl MIn. Wall ThkN, Ftlge Pst MaxOC. Embed MIn. Wall TMck. Ede 06t Mix O.G Embed MM. WaII Thick. Matter 5'-S N/A N/A N/A 3H' N/A 3A 24 N/A 5 2 5A 315/16 5 3/4 6 3 4 112 5 3/4 5 2 3 5 3/46'-5- WA N/A N/A W. N/A 3/9 34 N/A 5 2 5/8 315/16 5 3H N/A 5 2 V2 3 3p Y-5' N/A WA N/A W. N/A 3/9 23 WA 4 2 5/8 315/16 5 3/4 N/A 14'-5' 1 1/2 0.656 CE06306CPo64] M 6 3/4 25 11 4 3/4 7 tM ] 1R 11 5 T .— T lk N/A N/A [POW 1/CPO651- O.dM/G.Og30 MMM1num Thltlmen GaMnlaetl w S W nleu Neel 130 PNCme. Steel Mail andion are the same diameter as assembly Miatl CMU fastens) Smisimposed We& Hilti Kwlk Bob Simpson 5tmrq-BoR2 Through MR Welded Tapped OW Up To Max O.L Oia Embetl Etlge(hat Max O.C. Do Embed Edgemist Max.O.C. Oia. ge. Ms.. SlwShe Ma O.C. DiEs TM ,�BE 5'-1. H/A N/A 6 3/8 5 3/0 36 ]/]6x5/836 M25 3/S6 6'-S. N/A N/A 5 3/8 5 3/4 36 7/16x5/636 IS 9.., 7'5" N/A N/A 4 31. 5 3/4 36 ]/16x 5/836 3116 14'-1. N/A N/A 8 3/4 ] ]/2 15 13/16x115 3/8 24 ELMWOOD AVE 1901 S. UTCHFIELD I' MOUNTAINTOP, PA GOODYEAR, AZ j# C — �ENkontlge dlBual3NEUoni P: 800.233.8366 # s/l : ¢ _ F: 800.526.0841 E: ADS@CORNELLIRON.COM STATE OF / U Z P:`?uc TITLE: WIND LOAD CONFIGURATION D1 ..4 o a"� "\° INSULATED ROLLING STEEL DOOR D1 CP0001/CP0651 SLAT 11 Unless otherwise specified, dimensions are in inches & tolerances are: 0.000 = +/- 0.031 FRACTIONAL=+/-1132 ANGLES = +/- 112 DEG SIZE: SCALE: SHEET B S NOTE 0/41 •16-63-CIW