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HomeMy WebLinkAboutProduct approval, doors 75'. �� �Y ; Ef aCIS Home { Lag In I User Registration it Hot Topics ! Submit Surcharge Stats&Facts i Publications { Contact Us I SCIS Site Map Unks i Search Florida , r ` Product Approval USER:Public User Product Approval Menu>Product or Application Search>&ppliwtion Ltst>Application Detail FL# FL16055-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Authorized Signature Kevin Pine kpine@cws.cc Technical Representative Jay Lathrop Address/Phone/Email 1900 SW 44th,Ave Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Quality Assurance Representative Arturo Monteverde Address/Phone/Email 1900 SW 44th Ave Ocala,FL 34474 (352)368-6922 Ext 221 1 amonteverde@cws.cc i Category Exterior Doors Subcategory Swinging Exterior Door Assemblies I Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received I Florida Engineer or Architect Name who developed the Lucas A.Tumer i Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M.Urich,PE vP Validation Checklist-Hardcopy Received Certificate of Independence FL16055 R2 COI EvalReport817B.pdf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440-05 2005 ASTM E 1886-05 2005 ASTM E 1996-05 ' 2005 PA TAS 201/202/203 1994 I Equivalence of Product Standards Certified By i I ' I i I I Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/28/2017 Da alidate 09/29/2017 ate Pending FBC proval 10/02/2017 I Date Approved 12/12/2017 ! I S mmary of Prod cts i FL# Model,Number or Name Description 16055.1 SD-8700 PVC Swing Door Impact SD-8700 PVC Swing Door,Large Missile Impact,Single Door. Limits of U Installation Instructions or use In HVHZ:Yes Approved FL16055 R2 II CWS-817B.Ddf Approved. or use outside HVHZ:Yes Verified By:Lucas A.Turner 58201 Impa esistant:Yes Created by Independent Third Party:Yes Desi Pressure:+90/-90 Evaluation Reports ` Ot r:Large Missile Impact Swing Door,+/-90 PSF.See FL16055 R2 AE EvalReoor1:817B.Ip tailation drawings for limitations of use.Glass complies to Created by Independent Third Party:Yes ASTM E1300-04. i Contact Us n 2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.�ydght 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made avallable to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: 8 qg:-'m © EeF�s4. 5W Credit Card Safe i I - - - ----- ------ ANCHOR AT MIDSP N(TYP.} - - - - -- ---- ----- - — - YViNDOVV SYSTEM7S 6"MAX.(TYP.} 1900 SW 44TH AVE. 4"MAX{TYP —— OCALA,FLORIDA 34474 WWW.CWS.CC V� 8700 PVC --L-213/16' NCHORS THRU HINGE(TYP.) SLAVING DOOR 1 f IMPACT ry&X O.C. } azo ¢wn _ 12"MAX.(TYP.) w z O z W-z t LL z zed Um_V)z cna LL 2 OZ 0 LL aa0WFEOz q z on�Loa3o_Lu XZd1WNQO U)Lu a o tYO . � o w�r0 1� - NOTE: a F-- D. 0: HINGE S AGINGS ARE: \4 215116-MAX.(TYP.) D 5f18' OR OVER 81'UNIT HEIGHT. UNIT HEIGHT, , PNGE � 2Q MAX.O D.C.C r Z-j:• No 55201 %.'A 8112" (TYP.) I a: w9� STATE OF :W o: �u. ANCHOR LAYOU o q%4P''�=„ .,�rfsslONA;i�ia4�p NOTES: 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS.MAX.ALLOWABLE SHIM STACK TO BE 1!4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE y CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 9! 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. LUCAS A..TURNER, URNER,P.E. 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST FL PE#58201 BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT, 34288 PH.941-380-1-1 574 SPECIFIED IN TABLE 1,SHEET 6. SHEET DESCRIPTION: 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETEICMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. ANCHOR SCHEDULE AND INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. DRAWN BY: DATE: 7,A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:4"FOR MASONRY,2-13116"FOR HINGES(ALL SUBSTRATES),1"FOR WOOD AND METAL. ADE 09/20112 S.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. Dw(3—#.. REv.; SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1.SHEET 6.CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-817 B 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOW ING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CALF- SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMANYDMA 250(BOXWINDOWS),FMA/AAMAIWDMA300(EXTERIORDOORS) 1:20 5 Of 6 rf A ANCHOR AT MIDSPAN(TYP:)-- - - - -— ---- ---------- ------------------- -WINDOW-SYSTEMS -- -- 6"MAX.(TYP.) 1900 SW 44TH AVE. 4"MAX.(TYP.) OCALA,FLORIDA 34474 W W W.CW S.CC 8700 PVC �2 13/16„ANCHORS THRU HINGE(TYP.) SWING DOOR 12" IMPACT MAX O.C. (TYP.) I- aw0 NwoO 12 MAX (TYP.) o z u0i Z O m_ tw X - z zxOa�w00 v 0i-u-oOaFina o z-rnzzF�N aFZ� 0 O'2O o} <�:Owpxoz ��o2 �rnnu)w u)w 0. 0 w d=UT NOTE: a ~ a W w w HINGE SPACINGS ARE: 215/16" MAX.(TYP.) B-1/2" FROM ENDS `�p�wnhiq� 21-5/16"MAX.O.C.FOR UP TO 81"UNIT HEIGHT. �p0P,,LOREW p� 20" MAX.O.C.FOR OVER 81"UNIT HEIGHT. .N4p�?.y;�E14g, No 59201 '.G 81/2"+(TYP.) CpS STATE OF Lu. ANCHOR LAYOUT NOTES: 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE y CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER,WOOD SHIMS ARE NOT ALLOWED. y 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 9/22/2017 LUCAS A.TURNER,P.E. 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST FL PE#58201 BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT, 34288 SPECIFIED IN TABLE 1,SHEET 6. PH.941-380--11 574 SHEET DESCRIPTION: 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. ANCHOR SCHEDULE AND INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. DRAWN BY: DATE: 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:4"FOR MASONRY,2-13/16"FOR HINGES(ALL SUBSTRATES),1"FOR WOOD AND METAL. ADE 09/20/12 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TOTHE STRUCTURE. DWG#: REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLEI,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-817 B 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMAWDMA 300(EXTERIOR DOORS) 1:20 5 OF 6 ,t TYPICALHEADANCHORAGE MIN.EDGE DIST. fINTERIOR] 1W MAX.SHIM SEE TABLE I MIN.EMBEDMENT WINDOW SYSTEMS SEE TABLE 1 1900 SW 44TH AVE. CONITINOUS DBL 114"BEADS OF SEALANT OCALA FLORIDA 34474 SUBSTRATE BY OTHERS AROUND PERIMETER AT ALL INDICATED wwwlcwslcc SEE TABLE I MIN.EMBEDMENT POINTS BETWEEN FRAME AND SUBSTRATE SEE TABLE I BY INSTALLER. MIN.EDGE DIST. SEE TABLE 1 8700 PVC INSTALLATION ANCHOR SWING DOOR PERIMETER SEALANT 1/4' MAX SHIM SEE TABLE I IMPACT BYINSTALLER INSIDE AND OUT INTERIOR z P w-,awom <wwllw od r-z w z0z X--t CONTINOUS DBL 1/4"BEADS OF SEALANT HINGE ANCHOR 0 <3 0 0 w S m �: y 0 0 AROUND PERIMETER AT ALL INDICATED INSTALLATION ANCHOR SEE TABLE I z x w IX Lu POINTS BETWEEN FRAME AND SUBSTRATE a 1--0 'It x BY INSTALLER. SEE TABLE I U 0 U)�-z CL m HINGE MIN,EDGE DIST. cl z—co SEE TABLE I z 0(9:3 0— zomz0OLL0 >- I= tL2<3;0 _;coZ _ PERIMETER SEALANT BY INSTALLER < ULZZC6 PERIMETER SEALANT INSIDE AND OUT HINGE MIN.EMBEDMENT SEE TABLE 1 0 2 go BYINSTALLER �2 Lu 0-10)F- SUBSTRATE BY OTHERS 0 INSIDE AND OUT SEE TABLE I w cc /'B HORIZONTAL SECTION (L (L Lu 0- TYPICAL JAMBI HINGEANCHORAGE MIN.EMBEDMENT -.0 t N,OREW N SUBSTRATE BY OTHERS SEE TABLE 1 ....v.O...... SEE TABLE 1 No 58201 z MIN.EDGE DIST, 0'. STATE OF (0 0 ('A VER SEE TABLE I TICAL SECTION 0 At 6 TYPICAL SILL ANCHORAGE TABLE 1'\APPROVED INSTALLATION FASTENERS SUBSTRATETYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. CONCRETE(2.85 KSI MIN.) 1/4"ELCO ULTRACON 1-3/4' 2.1/2" HOLLOW OR GROUT-FILLED CMU(ASTM C-90) 1/4'ELCO ULTRACON 1-1/4' 2-1/2' 2X MIN.SOUTHERN PINE(G=0.55) 1/4"ELCO ULTRACON 1-318" 7/8- 9/22/2017 2�MIN.SOUTHERN PINE(G=0,55) #12 WOOD SCREW 1318" 7/6" LUCAS A.TURNER,RE. 16b%UGE(0.06(r)MIN. #12-14 HILTI KW K-FLEX OR ITW FULL THREAD FL PE#58201 STEEL_L TU QM KSI YIELD MIM TEKS SELF-DRI 1/2" 1239 JABARA AVE. LUNG SCREW THRU 0.060" NORTH PORT,FL 34288 116"ALUM.(6063-T6-M1*)-9R-- #12 GRADE 5 SELF-TAPPING I FULL THREAD PH.941-380-1574 1/8-STEEL(33 KSI MIN.) DRILLING SCREW THRUOA25" 1/2" SHEET DESCRIPTION: HINGE ANCHORS INTO CONCRETE(2.85 KSI MIK) 3/16"ELCO ULTRACON 1-3/4" —2-1/2" HINGE ANCHORS INTO HOLLOWOR GROUT-FILLED INSTALLATION DETAILS CMU(ASTM C-90) 3116'ELCO ULTRACON 1-1/4" 2-1/2" HINGE ANCHORS INTO 2X MIN,SOUTHERN DRAWNSY; DATE: PINE(G=0,55) WOOD SCREW 1-318" 718' ADE 09/20112 HINGE ANCHORS INTO 16 GAUGE(0-060-)MIN. #10-16 HILTI KW IK-FLEX OR 11W FULL THREADDwG#: R�V�� STEEL STUD(33 KSI YIELD MR TEKS SELF-DRILLING SCREW THRU 0.060" 112" CWS-817 B HINGE ANCHORS 1/8"ALUM.(6063-T5 MIK)OR #10 GRADE 5 SELF-TAPPING I FULL IHREAD 111W STEEL(33 KSI MIN. 1DRILLING SCREW THRU0.1125" 1/2" 9H—EET 1:2 60F6