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Home My WebLink AboutEVALUATION REPORT - SWINGING DOORI TURNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 641B April 18, 2015 Product Description: Series SD-8700, FD-8750, SLT-8710 PVC Swinging Door, LM Impact, 3'x8' nominal panel size max. Manufacturer: Custom Window Systems, Inc. 1900 SW 44`h Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 5 h Edition (2014) Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. 11 1 x >_ _>'i "- - Technical Documentation: SCANNED 1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Port, FL St Lucie COUi1t 2) Approval drawing CWS-641B, signed and sealed by Lucas A. Turner, P.E. y 3) Test Reports NCTL-210-3761-1, -lA, -113, -1C, -2, and -2A from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: TAS 201/202/203 1994, AAMA/WDMA/CSA 101/I.S.2/A440- 2005, and ASTM E 1886/1996 2002/2005 4) Supplemental Calculations to support CWS-641B, signed and sealed by.Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-64113. Limitations of Use: This product: ` r `( Y Y Y Y - Y • May be used in up to 79" x 97" XX sizes, 40" x 97" X sizes, and 36 3/16" x 97" Sidelite sizes, with glass types and max. glass daylight sizes as shown in CWS-641B • Achieves design pressures of +/-70 p.s.f. • Is Large Missile Impact Resistant and does not require the use of shutters ' • May be used in the High Velocity Hurricane Zone • Anchors indicated in CWS-641B shall be pan or hex head type and shall have a head or washer (integrated or separate) diameter of 0.420" min. • Requires Dupont SentlyGlas Interlayer per Miami -Dade N.O.A. #11-0624.02t • Requires Dupont,PVB Interlayer per Miami -Dade N.O.A. 413-0129.27t �' • Requires Qua nex (Mikron) white rigid PVC framing per Miami -Dade N.O.A. #12-1017.02t y t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5`h Ed. (2014) Florida Building Code for use in this product. 3�_ Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing ondistributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest iii any other entity involved in the testing or approval process of this product. E N 5'�• �'�~ice,.. No 58201 4/18/2015 Lucas A. Turner, P.E. 4U Z STATE OF 1FL PE #5 8201 10 �'� ;� ��` P. 1 Communication Result Report ( Jun.24. 2016 2:07PM) 11 Auto Drive 1 Date/Time. Jun, 24. 2016 2:05PM File Page No. Mode Destination Pg(s) Result Not Sent ------------------------------------- --------------------------------- Memory TX ABC SUPPLY P. 1 OK - GENERAL NOTES: SWING DOOR & SIDELITE LARGE MISSILE IMPACT 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED � "'�• SYSTEMS TODOMPLY WITH THE FLORIDA BUILDING CODE (FED), CURRENT WINDOW EDITIOMINCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND 1900 SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA, FLORIDA 34474, 79' MAX FRENCH DOOR WIDTH . 36 31 8' MAX IN ASTM E 1996 PER THE FBC. WWW.CWS,CC 37 5re SIDE WIDTH 33 5 e 2, GLAZING OPTIONS: (SEE SHEET 4) 8700/10/50 PVC PANEL PANEL W TH 3. CONFIGURATIONS: SINGLE OUTSWING, SINGLE OUTSWING 26518•W/SIDELITE(S),FRENCHDOOR(9),FRENCHDOOR(S) �1' SWING DOOR GLASSD - GLASS DLO w/SIDELITE(S), SIDELITE NOT ATTACHED. IMPACT 4. LOCK OPTIONS: UP TO 5'8': 9T A DOUBLE BORE wRWO (2) INTERIOR FLUSH BOLTS. 9� MAX HANDLE SET 03B' 6 MAX UNIT B. MORTISE LOCK w/TWO (2) INTERIOR FLUSH BOLTS, o O UNIT HEIGHT E - HEIGHT HANDLESETQ34' C C+ D C. MULTIPOINT (4 PT.) HANDLE SET ® 34° m 953111. MAX )( FLUSHBOLTON I 12 94 S/8' MAX, PANEL ABOVE 6'8': A. MULTIPOINT (S PT.)PANEL rn pHEIGHT INACTNE PANEL HEIGHT HANDLE SET ® 34' 0In843116' VxA 11 5/8 S. DESIGN PRESSURE RATING: R Si ZGLASS -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND w i ODLO NOTE 4 I DL GLASS TABLES ASTM E-1300-04, -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER a aF INFILTRATION TEST PRESSURE AND GLASS TABLES a N 40' MAX SINGLE ASTM E-1300-04. c w O A DOOR WI TH G 6. ANCHORAGE; THE 3315%STRESS INCREASE HAS NOT BEEN USED •• N 3 518' MAX 12 IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 11712 FOR ANCHOR m <. Z FRENCH DOOR PANEL WIDTH SIDELITE DETAILS. WINDLOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD GLASS DLO. 7 PRODUC S APPROTVED FOR IMPACT RESISTANCE. SHUTTERS ARE 5`�.2' NOTE: NOT REQUIRED. - `; : ' :KsHINGE SPACINGS ARE 8.12' FROM ENDS AND20' MAX O.C. B. ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER PANELS•MAX No 58201:Pr97" FOR 81'TO 97' UNIT HEIGHT. ARE PROCESSED AND ASSEMBLED VIA TIE ROD. �,Q:UNITHEIGHT DESIGNATION SD-8700, FD-8750,SLT-8710.10. 9. SERIES/ MODEL THE DESIGNATION XAND O STAND FORTHE FOLLOWING: .10,,953/16' X=OPERABLE SASH,0=FIXED SASHSNA�EMAXPANEL R20" B 11, SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS IN A SIMILARHEIGHT LOCATION. x�843116' 12. INTERIOR FLUSH BOLTS ON ACTIVE PANEL TO BE ENGAGED PRIOR TO LUCASA. TURNER, P.EGLASS SEVERE WEATHER. FL PE # 58201 DLO 13QUALIFIED ALTERNATIVE LOCKSETIDEADBOLT HARDWARE IS NORTH PORT, FL 34288 2' GRADE 2 BY PAMEX AND DELANY.pH. 941.780-1574 14. MAX PANEL WIDTHS APPLY TO ALL CONFIGURATIONS, MULLED OR SHEETUESCWPTM: NON -MULLED UNITS. GENERAL NOTES AND TABLE OF CONTENTS SINGLE DOOR ELEVATIONS GENERAL NOTES 8 ELEVATIONS........1.3 GLAZING DETAILS.................................A SECTION VIEWS..._:..............................57 BM..O M............................................................ 8 EXTRUSIONS ........................ Es.....-....._10 ANCHOR SCHEDULE 8 NOTES..............10 INSTALLATION DETAILS ....................11-12 TYPE MAX. PANEL SIZE DESIGN PRESSURE RATING IMPACT RATING SINGLE 37-5/8" x 95-3/16" +/- 70 PSF LARGE MISSILE IMPACT FRENCH SIDELITE 33-5/8" x 94-5/8" D6AWN BY: OAT ADE 09108/11 OA'D C;S-641 B SCALE; SHEET 1:35 1 nF" 1513/8' MAK UNITWIDTH 363/18' MAX 79'- ELITEWIDTH MAX FRENCH DOOR WIDTH 33 6/8' ir DTH PANEL WID PANEL WM I r ' LAX. NIT EIGHT 953 SIDELITE O O HEIGHT HE 11 EON 83SB' 843/16SIDELTTE SEE DOOR GLASS OTE GLASS DLO g� 1 DLO GLASS DLO GLASS DLO FRENCH DOOR W/SIDELTTES 1153/16' MAX UNIT WIDTH 3831t6' - 79' SIDELTTE WI MAX FRENCH DOOR WIDTH 33 5W MAX 37 W PANELWIDTH RWI[ IT I AAX. JNIT 1EIGHT 94 SIB' VON SIDELTTE p X 953I HEIGHT PANI 83 SWSIDEUTE GLASS :NAcnVE R DLO J.EE DLO 22s16• z656 FRENCH DOOR W/SIDLITE 6' L AT 16• :HT 763116" MAX UNIT WIDTH 38 3/16' MAX 4W 0 SIDELTTE WIDTH 33 5!8' MAX 7 5/8' - - ANEL WIDTH DOOR W 17' AAX 1NIT iEIGHT 84 &S• 95 3/ PAN SIDELTTE Q X HEI HEIGHT 83 84 3/14 ELITE DOOR GLASS SEE GLASS DLO 4 DLO SHTI 22 518' 26 518• - 01�0 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8700/10160 PVC SWING DOOR IMPACT SINGLE W MAX IDTH GHT No 58201 'PPS DTH =ro= a O.n� .c4 O r Co�=w`• O R. 411812015 16• EL LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 94"80.1574 SHEET DESCRIPTiDN: GENERAL NOTES AND ELEVATIONS DRA NB: D_A AIDE 09/08/11 GLASS DLO GLASS DLO M... RWZ SINGLE DOOR W/SIDELITE CWS-641 B E SHEET 1:35 2 OF 12' 40' MAX. SINGLE 79' MAX FRENCH DOOR WIDTH 363MV MAX R WIDTH - SIOEUTE WIDTH 37 'MAX. 37 S!8• MAX. 33 518' MAX PANEL' TH - PANELWIOTH PANELWIDTH 26 5/8'I 26 5/v 22 5/8' GLASS DLO GLASS DLO GLASS DLO NOTE: 812• HINGE SPACINGSI - 81" FL ARE 8-M' FROM MAX. BOLT 21 5l16' ENDS AND 21.5116' MAX. UNIT UM MAXNIT UNIT MAX O.C. UP TO HEIGHTHEIG HEIGHT' 81' UNIT HEIGHT. - 79 3118•78 SIB' 793/16' p .PANEL PANEL.PANEL X HEIGHT HEIGHT0 HEIGHT875l8'683/76' SEESNOTE4 683/18'ASS LSSHT1e t/2SINGLE DOOR SIDELITE . 1513/8' MAX UNIT WIDTH 36 3116' MAX 79MAX FRENCH DOOR WIDTH SIDEL17 WIDTH 33 518' MAX. 37 5/8" MAX. - PANELWIDTH 7IPANELWIDTH 11' FLUSH JAX BOLT ,NIT ZGHT • 78 31 78 518' DOO S11 ELITE 0 X X O HE CI HEIGHT 875/B' SIDELITE GLASS SEE DOOR GLASS ix NOTE4 L683/16' DLO SHT1 22 5v 26 5/8' FRENCH DOOR WISIDELTTES I 6' I -I -IT 112318' MAX UNFT WIDTH 36 'MAX 40' MAX SIGELI IDTH DOOR WI 33 SM" MAX -37 5!8' MAX 1 A PANEL WIDTH 'PANEL�NfIDTH — Il AA FLUSH JNIT BOLT iEIGHT DOD 78 5/8" PAN SIDELITE O o 0 HEI HEIGHT 67 SIB" 68 3116" SIDELITE DOOR GLASS GLASS DLO DLO 22 5/8• 26 SW . SINGLE DOOR w1SIDELITES WINDOW SYSTEMS �`Y 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8700/10/60 PVC SWING DOOR IMPACT SINGLE �.-Cf.. 'F'•;'t-'L DTH v : N. 58201 �i STATE OF ��•� .; O R 10:%0�21u�� 70 3 R R Z EL GFIT 41l 812015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESMPT*N: GENERAL NOTES AND ELEVATIONS RAW BY: E: ADE 09/08111 CWS-641 B s SHEET 1:35 3 OF 12 RAW BY: E: ADE 09/08111 CWS-641 B s SHEET 1:35 3 OF 12 3116" TEMPERED" 6116' AIRSPACE 12' LAMINATED 3/16' ANNEALED M DUPONT PVBINTERLAYER 3/16' ANNEALED SIKA - SIKAFLEX 552 or HENKEL-PURFECT GLAZE-H' 11 3/� S BITE GLASS TYPE A GLASS TYPE B 1' OVERALL 3/16' TEMPERED 318" AIRSPACE 7116' LAMINATED 3/16` ANNEALED &M SENTRY GLASS IONOPLAST INTERLAYER 3116" ANNEALED SIKA- SIKAFLEX 552 or �11 HENKEL - PURFECT GLAZE'H' I1 .1 SITE GLASS TYPES MAX. UNIT HEIGHT SIDELITE SINGLE I FRENCH 81 A A A 9T' B B B cmeomml WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WVVW,CWS.CC 8700110160 PVC SWING DOOR IMPACT `"%P1 ..RE.. Ali 411812015 No 58201 �';A' et; t eti' "9'; STATE OF 'V1� zz LUCAS A. TURNER, P,E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRP M GLAZING DETAILS DRAWN B: DA : ADE 09/08111 dJG /: REV: CWS-641 B scA�E: SHEET 1:1 4 OF 12 INTERIOR SECTION VIEW A -A INTERIOR SECTION VIEW B-B ALTERNATEI i— + — MORTISE LOCKw/ FLUSH BOLT ITEMS NOT SHOWN FOR CLARITY: 10-12. 13, 15-17, 22, 43, 48, 54.57-58 ITEMS NOT USED IN VERSION SHOWN: 2.3.8.9, 16.16, 25-28, 30-34, 36-40, 43, 52-53, 60, 62, 65-66, 72, 76 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W WW.CWS.CC 8700/10/50 PVC SWING DOOR IMPACT - No 58201 'A ALTERNATE ��:, STATE OF iWW� I tiO --_ MULTIPOINT LOCK 4/1812015 LUCASA.TURNER, P.E. FL PE A 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SMETDE5CWPMN: SECTION VIEWS SINGLE DOOR DRAWN BY: ADE DA 09/08111 7WS-641 RE B SDALE: SHEET 12 5 OF 12 NOTE: VERTICAL SECTION SIMILAR TO SINGLE DOOR, SEE SHEET 5 I INTERIOR SECTION VIEW C-C ITEMS NOT SHOWN FOR CLARITY: 10-13, 15-17, 22, 26-28, 36-39, 43, 54,57 ITEMS NOT USED IN VERSION SHOWN: 8.9, 15-16, 25, 40, 42, 45-46, 48, 52-53, 58, 60, 74, 76 WIN MS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W WW.CWS.CC 8700/10/50 PVC SWING DOOR IMPACT No 5B201 A 1E * ;a= vi q O: STATE OF �40� zz 411812016 LUCAS A. TURNER, P.E. FL PE S 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 EET OESCR IPTION: SECTION VIEWS FRENCH DOOR AWN BY: MTE: AIDE 09/08/11 rc r. NEv. CWS-641 B SHEET 1:2.5 6 OF 12 INTERIOR SECTION VIEW D-D ERI WIND mp/7`/.I 1900 SW 44TH AVE. �L:/� OCALA, FLORIDA 34474 W W W.CWS.CC 8700/10150 PVC SWING DOOR IMPACT SECTION VIEW E-E RRz� �s0� w F ¢ SEALANT APPLIED TO Qo c w 6 8 1 ADJOINING FACES BYINSTALLER > > D mQ0., 01 HEX WASHER HEAD TEK S'• GR JOINING DOOR FRAME TO SIDELITE. 6" FROM TOP AND BOTTOM �v : • No 58201 .-pm 17" MAX O.C. C 0: %91, STATE OF ::q: 4� .......... 8/05 LUCAS A. TURNER, P.E. 52 SEALANT APPLIED TO 010-24 x 1-314" TYPE F FL PE P 58201 ADJOINING FACES THRU HINGE INTO SIDELITE AT EACH HINGE 1239 JABARA AVE. BY INSTALLER SEE SHEETS 1 8 3 FOR HINGE SPACING. NORTH PORT, FL 34288 PH, 941-380-1574 SIEET MSMPTIM SECTION VIEWS ATTACHED SIDELITE ITEMS NOT SHOWN FOR CLARITY: "BY: am: 10-11,16, 22, 28, 43. 57 ADE 09/08/11 ITEMS NOT USED IN VERSION SHOWN: �' 1-3. 6-15, 17-18, 20-21. 23-24, 26-27, 30-39, 41, 4446, 48-52, 54-56, 5&61, 63.71, 74-76 CWS-641 13 sue' SHEET 1:2 7 OF 12 ALTERNATE APPROVED LOCKSETS: PAMEX GRADE 2'LOCKSET AND DEADBOLT I ITEM PART # DESCRIPTION MATERIAL VENDOR 51 P-5131 GASKET, DOOR SILL, BACK - FOAM HO PRODUCTS 52 P5134 SCREW, #10 X1-3/4- FLAT SQUARE TYPE F @ HINGE FASTENAL 53 P5151 GASKET, SIDELRE FOAM HO PRODUCTS 54 P-5157 SCREW #10-24 x 1/2', FI Undercut PH, 18-BSS @ KEEPER FASTENAL 55 P5158 BOTTOM SEAL RUBBER TEAM 56 P-5172 WSTP, .370 X.187, TRI FIN, BLACK ULTRAFAB 57 P5174 SCREW #8 X3/4" HEX WASHER HEAD, @ FRAME _ FASTENAL 58 P5186 SCREW #8-32 x 1-1/4" PH,FL MS, SS @ PLUNGER SS FASTENAL 59 S-1763 THRESHOLD, HIGH RISE ALUM KEYMARK 60 S-1784 INSERT, REINFORCEMENT ALUM KEYMARK 61 S-1806 COVER, JAMB, ANCHOR ALUM KEYMARK 62 S-1816 COVER, JAMBS, HEAD,SILL, SIDELITE ALUM KEYMARK 63 S-1817 DRIP CAP ALUM KEYMARK 64 S-184D COVER, HEAD, ANCHOR ALUM KEYMARK 65 S-1849 INSERT, INACTIVE PNL, LOCK HARDWARE KEYMARK 66 S-1859 COVER, ASTRAGAL, FD ALUM KEYMARK 67 S-1864 INSERT, FROM', BTM ATTACH SILL ALUM KEYMARK 68 S-1865 INSERT, BACK, BTM ATTACH SILL ALUM KEYMARK 69 S-1915 BASE, SWEEP ALUM KEYMARK 70 S-1916 DRIP COVER, SWEEP ALUM KEYMARK 71 S-6083 PANEL, TOP/BTM RAIL, SIDES - DOOR PVC MIKRON 72 S-6083 PANEL, TOP/BTM RAIL, SIDES - SIDELTTE PVC MIKRON 73 S-6084 GLA7JNG BEAD(1") PVC MIKRON 74 H-1888 REINFORCEMENT, VERT., SINGLE DOOR. ALUM KEYMARK 75 GLASS SEE SHEET 76 H-1862 REINFORCEMENT, VERT. ALUM KEYMARK 77 PA867 MORTISE LOCK PADDOCK 1900. SW 44TH AVE. OCALA, FLORIDA 34474 8700110160 PVC SWING DOOR IMPACT N. 5B201 4� STATE of :!L� 1 II IIII I I I + ZZ HEAD SILL 4/1812015 LUCAS A. TURNER, P.E. ALL FRAMES ARE MECHANICALLY FASTENED FL PE# 58201 1239 JABARAAVE. NORTH PORT, FL 34288 PH. 941-380-1574 SI ETG MPMak BOM PRAWN BY: M ADE 09/08/11 OWGt: REV_ CWS-641 B scA�E: SHEET 1:1 8 OF 12 4 9/18' —1 3/4" --{. -2 3!4° -----I 2 7116"— WINDOW SYSTEMS LL%J 1 59 84 1900 SW 44TH AVE. 17/16" —(1 - 13/18" 1/16" 8f�5" OCALA, FLORIDA34474 Cll 16"4'CWS.CG THRESHOLD - 1783 HEAD COVER - 1840 ODOR HEAD-1833 4 5/16" 8700110/60 PVC 51rz" SIMNG DOOR j�'—z va' IMPACT 49116' L F-1 114"I I 87 3re, 60 Tells, 7— n 8 - = 11A8" 1/18" � REINFORCEMENT-1857 FRAME COVER -1806 FILLER L DOOR BILL-1878 5/8" w Q m PVC DOOR PANEL -6083 I I — 9 T— 62 11l16" 3 co ZO rI-r49/16" r71�y 3/1/16 o o V1 I PVC GLAZING BEAD -6084 0 T 7 _ ❑ SIDELRE COVER -1816 a K 5 4 5116" 191I18' u ltle" a ¢N - 1116" 2 15/i6' 1/16" > j o DOOR JAMB-1680 9/4' S1 m ¢ Z 1/16 rrrrr rr ,— 1/1669 DRIPCAP-1617 ` GPy `NO•EN �-•-I-49/16'---{ REINFORCEMENT=1861 REINFORCEMENT-1858 - I I BASE SWEEP-1915 _ _ 7Ij'—It s— �.+�:- • N. 58201 --�P , 10 8 � I 3/4". 212" 'IIj� 19/16"�j '9l STATE OF :41: 88 13116" '�O�(cs�•d o R 10 P•G�2• 2151164 215H6" 1316" Ills' 1l16" 1/16" DRIP COVER-1916 $IDELRE-1881 I INSERT, BACK -1865 Z'� 411812015 IIL LUCAS A. TURNER, P.E. 9/16' REINFORCEMENT-1860 REINFORCEMENT -1862 FL PE 0 58201 �{ 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 e I I 21/16' 51{EET DESXURUS L 1/16" 68 I 1111E 6 65 EXTRUSIONS z, tn6 1 ve" 1/8" INSERT, FRONT -1864 oRAw BY; DATE: SIDELITE-1900 L ADE 09/08/11 .lii INSERT, INACTIVE P NL-1849 DNG s: REV: ASTRAGAL COVER-1859 CWS-641 B sGLE: SHEET NOTE: ALL EXTRUSIONS ARE 6063-T6 ALUMINUM 1:2 9 OF 12 A woH Q MIDSPAN (TYP.) 4' 1:1 YP') 6' MAX(fYP.) �I r 4• �P.) CF AN mi r 2" (TYP.)'WOOD/METAL6' W I SEE NOTE 2 1r, 1 MAX. O.C. 0 gyp,) INSTALLATION O i O ANCHOR (TYP.) agibmis WINDOW SYSTEMS 1900. SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8700110/60 PVC SWING DOOR IMPACT O `uk N m a 1 SIDEUTE DOOR SIDELITE SIDELRE ODOR DOOR SIDELREU U ANCHOR LAYOUT - (FLANGE I ANCHOR LAYOUT -(FLANGE) w m Q z • CIRCLED ANCHOR LOCATIONS REDD ONLY IN WOOD AND METAL INSTALLATIONS. DO NOT INSTALL THESE ANCHORS INTO MASONRY. �v: No 58201 •: P;' -roi ea NOTES: �9:, STATE OF : W� 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD.�`�` 2. SHIM AS REO ATIEACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1l4'. USESHIMS WHERE SPACE 1/16' IS PRESENT. LOAD BEARING SHIMS �R-TERAN SHALL BE CONSI RUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 3. ANTYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS SEE TABLE 1, SHEET 11. 411812015 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 LUCAS A TURNER, P.E. " MUST BE PROTECTED TO PREVENT REACTION, FL PE p 58201 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 NORTH PORT, FL 34286 MINIMUM SPECIFIED IN TABLE 1, SHEET 11. PH. 941-380-1574 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. SHEET DESCRIPTION: ANCHOR SCHEDULE AND INSTALLATIONS TO SOLID CONCRETE OR GROUT•FILLEDCMU MAY INCLUDE BUT DO NOT REQUIRE iX WOODBUCKS BETWEEN THE PRODUCT AND SUBSTRATE. REQUIRE 1X WOOD INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7. A MINIMUM CENT ER•70-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 4' FOR MASONRY, 2-3/16' FOR HINGES (ALL SUBSTRATES), I'FOR WOOD AND METAL DRAWNB : DATE: 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. ADE — 09108/P( R .: SUBSTRATESSHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET II. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-641 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: SCALE: SHEET FMA/AAMA100(FIN WINDOWS), FMAAAAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS), FMA/AAMAM/DMA 300(E)CTERIOR DOORS) 1:8 10 OF 12 I TYPICAL HEAD ANCHORAGE MIN. EDGE DIST. INTERIOR 1I4' MAX SHIM SEE TABLE 1 MIN. EMBEDMENT WINDOW SYSTEMS SEE TABLE I 1900 SW 44TH AVE. CONTINOUS DBL 1/4'BEADS OF SEALANT OCALA, FLORIDA 34474 SUBSTRATE BY OTHERS AROUND PERIMETER AT ALL INDICATED WWW.CWS.CC SE TABLE 1 MIN. EMBEDMENT POINTS BETWEEN FRAME AND SUBSTRATE SEE TABLE 1 BY INSTALLER, MIN. EDGE DIST. SEE TABLET $700110150 PVC INSTALLATION ANCHOR SWING DOOR SEE TABLE 1 IMPACT PERIMETER SEALANT BYNSTALLER 110 MAX SHIM INSIDE AND OUT INTERIOR CONTINOUS DBL 1/4" BEADS OF SEALANT STALLATI INSTALLATION ANCHOR HINGE ANCHOR AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SUBSTRATE SEE SEE TABLE T BY INSTALLER. HINGE MIN. El SEE TABLE 1 PERIMETER SEALANT BY INSTALLER PERIMETER SEALANT INSIDE AND OUT' SEE TABLE 1 HINGE MIN, MI BYNSTALLER SUBSTRATE BY OTHERS INSIDE AND OUT SEE TABLE 1 %B) HORIZONTAL SECTION 11 TYPICAL JAMB HINGE ANCHORAGE MIN. EMBEDMENT SUBSTRATE BY OTHERS SEE TABLE 1 SEE TABLE 1 MIN. EDGE GIST. 213f`16- (TYP•) /�AIVERT)CAL SECTION SEE TABLE 1 ANCHORSTHRU HINGE (fYP.).) 11 TYPICAL SILL ANCHORAGE L TABLE 1: APPROVED INSTALLATION FASTENERS SUBSTRATETYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. CONCRETE (2.85 KSI MIN.) 1/4" ELCO ULTRACON 1-T4' 2-12' _ HOLLOW OR GROUT -FILLED CMU (ASTM G90) 1/4' ELCO ULTRACON 1-1/4' 2-V7 2X MIN. SOUTHERN PINE (G=0.55) 1/4' ELOO ULTRACON I-ww 7/8' 2XMIN. SOUTHERN PINE (G=0.55) 012 WOOD SCREW 1-3(8' 7/8" 16 GAUGE (0.06(') MIN. #12-14 HILTI KWOGFLEX OR ITW FULL THREAD STEEL STUD (33 KSI YIELD MIN) TEKS SELF -DRILLING SCREW THRU 0.060' 12' 116' ALUM. (6063-TSIMIN.) OR 012 GRADE 5 SELF TAPPING I FULL THREAD 11W STEEL (33 KSI MIN.) DRILLING SCREW THRU 0.125 12" HINGE ANCHORS INTO CONCRETE (2.85 KSI MIN.) X16' ELOO ULTRACON 1-3/4" 2-1/2" HINGE ANCHORS INTO HOLLOW OR GROUTf91ED 3/16' ELCO ULTRACON 1-1/4" CMU ASTM C-90 HINGEANCHORS INTO 2XMIN. SOUTHERN 910 WOOD SCREW 1.Tl8' 7/8' PINE G 0.55 HINGE ANINTO 16 GAUGE (0-MM) Mn010.1E HILTI KWK-FLEXOR RW FULL THREAD 1r" STEEL STUD (33 K51 YIELD MW) TEKS SELF -DRILLING SCREW THRU 0.060' HINGE ANCHORS 1I8" ALUM. (6063-75 MIN.) OR F-TAPPING / #10 GRADE 6 SELULL F THREAD 12, 1/8' STEEL (33 KSI MIN.) DRLLING SCREW THRU 0.125 215I16' MAX. — SEE NOTE NOTE: HINGE SPACINGS ARE: 8-12' FROM ENDS 21-5116" MAX O.C. FOR UP TO 81' UNIT HEIGHT. 20" MAX O.C. FOR OVER 81" UNIT HEIGHT. HINGELAYOUT 1:30 No 58201 =pn ro' '1 :9 t STATE OF p: 411812015 LUCAS A TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 H ETOESGiIPT1aN: INSTALLATION DETAILS DOOR RAWN BY: GATE: AIDE 09/08/11 CWS-641 B �: SHEET 1:2 11 OF 12 SUBSTRATE BY OTHERS SEE TABLE 1, BHT 11 PERIMETER SEALANT — BY NSTALLER INSIDE AND OUT CONTINOUS DBL 114' BE, AROUND PERIMETER AT POINTS BETWEEN FRAM BY INSTALLER i PERIMETER SEALANT — BY INSTALLER INSIDEANDOUT SUBSTRATE BY OTHERS SEE TABLE 1, SH711 I I I I TYPICAL HEAD ANCHORAGE INTERIOR MIN. EDGE DIST. " SEE TABLE 1, BHT 11 CONTINOUS DBL 1/4' BEADS OF SEALANT PERIMETER AROUND PERIMETER AT ALL INDICATED INDICATRATE .POINTS AND / MIN. EMBEDMENT BY INSTALLER SEE TABLE 1, BHT 11 " 114' MAX. SHIM INSTALLATIONANCHOR- SEE TABLE 1. BHT 11 c INTERIOR j//� . SEE TAELE I,SHT 11 MIN. EDGE DIST. ^ SEE TABLE I, SHT 11 / v \ VERTICAL SECTION 12 TYPICAL SILL ANCHORAGE 114' MAX SHIM (/(�J'q�j_(^/''�/°' `'`J'/�J') m MIN. EMBEDMENT ENDOW SYST SEE TABLE 1; BHT 11 1900 SW 44TH AVE. / OCALA. FLORIDA 34474 WWW.CWS.CC MIN, S 1T 11 8700110160 PVC SWING DOOR IMPACT PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1. BHT 11 '(1) D HORIZONTALSECTION TYPICAL JAMBIHINGEANCHORAGE No 582D1 "P tv ; STATE OF 't zz 4/1812015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 NE ET PEscwr JP INSTALLATION DETAILS SIDELITE RAWN BY: PATE: ADE 09108111 avcc NEv.: CWS-641 B CALE' SHEET 1:2 12 OF 12