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HomeMy WebLinkAboutUntitled 11' FHA - DIAGRAM SHEET 4 NO CHANGE IN —•-• ,1"--i. Ir Icor less FENESTRATION PROPOSED.risArtM---. IF .r.... 4, , 141•34111m10-1m0,43"10,1:6m/Prot SIZE FOR SIZE. .. —te. MEASURING TECH MEASURE DATE ,..;.4,,..... FRANCISCO 06\612018 CUSTOMER ' ROOF HEIGHT FLOOR NUMBER TOTAL#OF FLOORS DONLEY 677196 HOUSE 8.5 1 1 95 3/8 X 81 51 7/8 X 34 (4-60) 71 1/2 X 80 1/2 (4-60) UF:0.35 (+/-60) UF:0.31 SHGC:0.18 . UF:0.35 SHGC:0.21 FL 11103.1 SHGC:0.18 FL 16736.1 FL 11103.1 3-0 0 0 (cc G) X >," "X 4•0 1 SGD 1.105 stip 'S•0 plN t'c 1 T 13t0 3 _ 0 SEE _ ENGINEERING 0 DM-AILS ATTACHED 1-N) 0 X 11511 I.,.4 • 'II EvI,Ani 6 Ag•AGE 35 1/2 X 23 3/8 (4-60) SFP 445 UF:0.31 . SHGC:0.21 - 4----4. X X -•. FL 16736.1 0 0. 94 1/8 X 37 1/8 381/2 X 80 5/8 (+/-60) 13 60 Z (+75/-80) UF:0.39 UF:0.64 SHGC:0.22 SHGC:0.13 FL 16736.2 NOA 18-0116.03 13.o 17.0 6-•0 0 To 7-o s'•0 . 3 9 L1 1/4/2018 Florida Building Code Online :ti , ^ : 7- .,-..---7- , . , d s�a', '''s t 13:4,'s 'i ' .tl' a t r '1',c.,'.' _- i we.,-1.,,—r;t:4 Ilk L 0 . E I`��Bus�n'e' s�: .°ro es_ s�o�i,• ��e�ulat'on� -�`' �=� �! f:tfs4l . .'�,`,::.'n'.' DBR HDle AtOOPhBPR 0 Mt0IKISIDlIS coifttacxaBhe.. BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications I FBC Staff I BCIS Site Map I Links'I Search I d Florida _ Pit ;; ... Product Approval ���yvvrn�..qy l(k�` USER:Public User product Approval Menu>pro.uct or'moll • • • h>Aoolicatlon List>Application Detail I°► tti ¢x FL# FL16736-R2 r Application Type Revision Code Version 2017 Application Status Approved Comments Archived 0 1 Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 • (352)368-6922 Ext 245 kpine@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 amonteverde@cws.cc Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report-Hardcopy Received ' Florida Engineer or Architect Name who developed the Lucas A.Turner 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 G Validation Checklist-Hardcopy Received Certificate of Independence FL16736 R COI EvalReoort871C.odf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA/101/I.S.2/A440-08 2008 ASTM E1886-05 2005 ASTM E1996-09 2009 PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquBobl%2flZm6TgPohLz6ont0d5HABPugYUIX1zzFJrTCXA%3d%3d 1/2 1/4/2018 Florida Building Code Online fSections from the Code Product Approval Method Method 1 Option D Date Submitted 09/28/2017 Date Validated 09/29/2017 Date Pending FBC Approval 10/03/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 16736.1 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT,74"x 63",XO or OX. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16736 R2 II CWS-871C.pdf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:+60/-60 Evaluation Reports Other: Large Missile,74"x 63",DP+/-60 psf. Outer lite in FL16736 R2 AE EvalReport871C.pdf I.G. must be safety glazed when used above 30 ft. in HVHZ. Created by Independent Third Party: Yes Glass complies to ASTM E1300-04. HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT, 111"x 63",XOX. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16736 R2 II CWS-869C.pdf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:+60/-60 Evaluation Reports Other: Large Missile, 111"x 63",DP+/-60 psf. Outer lite in FL16736 R2 AE EvalReport869C.pdf I.G. must be safety glazed when used above 30 ft. in HVHZ. Created by Independent Third Party:Yes Glass complies to ASTM E1300-04. Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovriaht 2007-2013 State of Florida.::privacy Statement::AccessibilityStatement::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 emails 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 available to the public.To determine If you are a licensee under Chapter 455,F.S., please click Lem. Product Approval Accepts: 171 M eCheck g,� Credit Card Safe seCurit}'METRICS- https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquBobl%2fEm6TgPohLz6Dnt0d5HABPugYUIX1zzFJrTCXA%3d%3d 2/2 URNER1239 Jabara Ave. North Port, FL 34288 ENGINEERING & Ph. 941-380-1574 CONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 869C September 7,2017 Product Description: Series 8200 PVC Horizontal Slider Window,Large Missile Impact(HVHZ), XOX 111"x63"unit size with design pressures of+/-60 psf(Fin or Flange window) Manufacturer: Custom Window Systems,Inc. 1900 SW 44th Ave, Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61G20-3 005 (4). This product complies with the requirements of the 6th Edition(2017)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A. Turner,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-869C, signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3887-3,-3A, -4, and-4A,by National Certified Testing Laboratories, Orlando, FL,signed and sealed by Gerard J. Ferrara,with testing performed: TAS 201,202,203 '94,ASTM E 1886 `02/04/05,ASTM E 1996 `04/06/09,and AAMA/WDMA/CSA 101/1S.2/A440 '08 4) Supplemental Calculations to support CWS-869C, signed and sealed by Lucas A. Turner,P.E. Installation: Units must be installed according to approval document CWS-869C. Limitations of Use: This product: • May be used up to the sizes and daylight openings indicated in CWS-869C • Achieves design pressures of+/-60 psf • Is Large Missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • In the operable sash,requires Kuraray(Dupont)PVB Interlayer per Miami-Dade N.O.A. 16- 1117.021, and in the fixed glass requires Kuraray(Dupont) SentryGlas Interlayer per Miami-Dade N.O.A. 14-0916.111 • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 17-0206.101 1 I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 6th Ed. (2017)Florida Building Code for use in this product. 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 or distributing 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 in any other entity involved in the testing or approval process of this product. ,,tosursUrrreif t F2F ? Lucas .4-4 No 58201 9/07/2017 Turner * i*E Lucas A. Turner, P.E: 2017-09-16 : SYAYE3F `w FL PE#58201 . 09:27+20:00 ' AN....`;c o FIti \41r �,' ,�i ,OhfL- ��� GENERAL NOTES: Cao{jo .� HORIZONTAL SLIDER - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS � '�� TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT SW 44TH AVE.EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 1900 FLORIDA 34474 . IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCAWWW CF RC IN ASTM E 1996 PER THE FBC. 2.GLAZING OPTIONS:(SEE SHEET 2) 8200 PVC 3.CONFIGURATIONS:"OX","XO". HORZ.SLIDER 112 1/4"MAX OVERALL FLANGE WIDTH 4.DESIGN PRESSURE RATING: IMPACT -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND 111"MAX.UNIT WIDTH GLASS TABLES ASTM E-1300-04e01109. -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER 0 z Q z A INFILTRATION TEST PRESSURE AND GLASS TABLES h O w 0 w w o W -- - 49 15/16° - — 24 5/8" - ASTM E-1300-04e01/09. z w_10 I-z GLASS DLO GLASS DLO p Q O a' a0 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED LL h w z h 3 _ `_ __ A IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR Z z 2 I w O O 0 Oho U to h D DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD U U - y a 1 �' _ _ ANCHOR CALCULATIONS. 0 z-j z Z h O In OZ ZU- 641/4' 1 i I I I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT } 1-3 O W O= Z MAX ' 1 I REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT D h 1-F z OVERALL UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT < }( O HEIGHT B B MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND w 0 0 w m o0 w co F FLYING DEBRIS. a z=D- Ce 0 O who 0.2�>- 63° 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT D_ _ D_ w w CO MAX i 5613116" I USED AT FIXED MEETING RAIL AND HEAD/SILL. o ~ a a UNIT X GLASS O 1 X 561/4° HEIGHT DLO D D GLASSON HS-8200. ,,,,unippq DLO 9.THE 8. IDESIGNATION X AND OES/MODEL ISTAND FOR THE FOLLOWING: ``•c.,Ii.•,,G SF•-.1-•i 59 9/16" 0 .J; "� MAX. X=OPERABLE SASH,0=FIXED SASH S�. No 58201 .75 L HEIGHT II I 0 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR A. • "•*= l I i 1 e' LOCATION. •O� STATE OF Cu I' C'�- - - - - 11.EXTERNAL WEEP SLOT=1!4"x 1"LOCATED 4'FROM BOTH ENDS. •���' <p p'1?-•'.3>% =` YI O C A_ - - 4,4SfONAt'II," -,, F� 2715116"MAX. g SASH WIDTH LucasTurne r �� 2017-09-22 9/22/2017 13:54-04:00 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS DRAWN BY: DATE: GENERAL NOTES&ELEVATIONS 1 GLAZING DETAILS 2 TEF 10/11/13 SECTION VIEWS&GLAZING DETAILS....3 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DWG 6: REV.: EXTRUSIONS&B.O.M 4 � CWS-869 C �� - ANCHOR SCHEDULE&NOTES 5 11-1--x-631-__ _ 41 6-0_P_SF___ LARGE MISSILE IMPACT INSTALLATION DETAILS 6 - -- — --- --- — -scAIrE: ---SHEET - 1:20 1 OF 6 il \,, ix '031181HO21d SI ONI'SW3ISAS •pQ��.............. ��� a N v) 0 W co v W MOONIM WOiSl0 dO NOISSIWi13d •••J O >c�' ! O El' r ti:� 2� K� Zr. = V G I— N31LILIM 3H11 10H1IM 310HM 4,o o p t: w N a w o rn cu E d J V V Stl IO ltlt/d NI NOIi3flOO Id32! :3.� # W Q Q= N 1-2 M O o o CO < ANtl'ONI'SW3ISAS =�a?w ze N Z ¢� Q It , ,n F a MOGNIM WO1SIl0 dO Alil3d0 d 2:v o 1 0:0: N '•W G O v L z rn 3 LL0 co 3 N la 310S 3H1 SI ONIMtlIO 51H1 %:)2 N 4:6": °m <a a',_°' cc — a) g o g v W O NI 03NItl1N00 NOI1tlWaOdNI 3H1 1.:.1.:S.. i ����*�pPO,�,•• j LL N O a o ¢� z w C w I m 0 = 1vaN301dN00 ONtl Ailtl131L1d021d ���4�uu��paaaa z y o U m c1 CI N 0 XI LL Ce W a Y 0 O -I CD O CC z KW w g r 2 X y Ill F I- L CL Z O 2 g' W V O0 W W z K ¢J O J �� N 11 o ¢ ¢ 7d w Cl) O p LL °m m 'm m c, 0 K CO F.:: in' N G 0- 1 IL CO ell i'N 1111M1= ' On 2 } } 1 II I.(1 I. �en �r Uco A 6A 6 oU 6W zda =N C7(9 CY W 5 re W I- Z o N w 0 W Z 4 I o N = W J 0 aWWW COW• W O a F N-1 < h CO g O< a n . .. <„, Wu,.- co - g r m w q IT.mUj 1T-1- inw 3.95 X LiIt L CO Q j O e Q j N (7(7 INTERIOR 6000 CCl4Yg WINDOW SYSTEMS [ -�4 M 1900 SW 44TH AVE. e e aD 0 ® �� OCALA,FLORIDA 34474 WWW.CWS.CC r : 1 2M rill al II it F „Friii„__Ii.. .. .. ...zirt_.___Alii-.. .ilp lip#lir- Nli3,! e ...,-..1 1 ,___,,— , 11.C'W a ii 8200 PVC HORZ.SLIDER nail_ 1 -( i � I TanIMPACT 1 � —� ,IUi* --I -}_. : i oo <w g-j wp z WJo QZWiii zoz 1- SECTIO W D-D m 0 0 0 1 000 0 0 0 0 N VIE o H }I-JAMB ROTARY LOCKS w Z 3 2_ Z zx2¢14w00 O 01-04xHc4 , JAMB ROTARY LOCKS: 0 0coIZaHma SECTION VIEW B-B IMPACT LOCKS ONTFLANGE UNITS. < 0 Z 0 Z 0 LL 0 0 .p +-+ -REQUIRED ON FIN UNITS. K 4�pwpFOZ cD z ill .g 1:60 -m52m w a amowmw JJI� m re zv_�I�I OJm- CIE) reosm ".; 11-14 r-7-71.11 1m r4 la w a. al I- a ar I 31 ,,, tSOREW�T,,O. 0 i 3 e ,e..-.;CENS,...43'4 HEAD IMPACT HOOK(TYP.) �� No 58201 ....i(‘11. I MIDSPAN OF SASHES -#E ,A. L f (ITEMS 44&46) S.fl•t i tc tt9; STATE OF .4S S...0.:. •,.. .SL C INTERIOR •'4.S/ONA;E`... 1 JAMB IMPACT HOOKS(ITEM 42) I I. OR ROTARY LOCKS(ITEM 23) �4 LOCATED AT THIRD POINTS. I 1)11 m I 1 9/22/2017 r 11 fC XI NOTES: LUCAS A.TURNER,P.E. m� r ._ -EITHER IMPACT HOOKS OR ROTARY LOCKS FL PE#58201 I• MUST BE USED IN BOTH JAMBS OF FLANGE UNITS. L ONLY ROTARY LOCKS MUST BE USED IN BOTH 1239 JABARA AVE. 0 ��Irl,■��=� I� 0 �� �TI�111111411111 I JAMBS OF FIN UNITS. NORTH PORT,FL 34288 1, ff/ � PS R4TIO80-1574 1 I SHEET DESCRIPTION: CI I /� �I�C� I ��•�C� �I I SIJ I SECTION VIEWS 0 - L- -- �l I I DRAWN BY: DATE: SECTION VIEW A-A HEAD IMPACT HOOK AND TEF 10/11/13 JAMB IMPACT HOOK/ROTARY LOCK LOCATIONS DWG#: REV.: 1:20 CWS-869 C SECTION VIEW C-C SCALE: ALTERNATE FIN FRAME — — — — SHEET_ 1:2 3OF6 PARTS LIST 3 1/8' ICORNER CONSTRUCTION ITEM PART# DESCRIPTION VENDOR MATERIAL31/8• 1 1 H-6049 Main Frame,SH/HS,Flange,PVC Mikron PVC -I . I I 31/8' WIND S it •e aor 2 H-1681 Fixed Rail,Heavy Duty,Aluminum Keymark__ Alum_ I I 0 } Q 1900 SW 44TH AVE. 3 S-6077 Cover,HD Fixed Rail,PVC Mikron PVC Iji OCALA,FLORIDA 34474 1/16' W W W.CWS.CC 2 11/16" 3 9/16° 7� 1 7/8• 1/16' 5 P 4638 #8 x 2 1/2"Ph Mod Truss Type A TEK Ajax Steel '� 1/16• I o 6 P-3342 Seam Sealer,SM-5504 Schnee Silicone ...II I CORNER WELD L 8200 PVC 7 S-1776 Roller Track Keymark Alum I (ALL I 1---1" 1/8• 1:8 8 S-6013 Screen Adapter,Jamb,PVC Mikron PVC I HORZ.SLIDER 9 S-6014 Screen Adapter,Head&Sill,PVC Mikron PVC PVC FRAME FLANGE-6049 1 HD MTG RAIL-1681 IMPACT 10 P-4479 Weep Cover w/Flap M&M Nylon PVC FRAME FIN-6048 11 S-6064 Glazing Bead Mikron PVC 1 15/16° 11 3N 6° © 4 Z <W h 23/16° 23/1fi" ��� I- ❑w0 12 H-6050 Sash Meeting Rail,PVC Mikron PVC I�- �q-1 Z w-i❑ a 13 H-6051 Sash Pull Rail,PVC Mikron PVC I� 1 13 1 14 © ti O ¢e))3}O rL 5 m 14 H-6052 Sash Top/Bot.Rail,PVC Micron PVC 1 5/8' 1 5/8• I j 1 5/8" Iln 1 5/16^ it I-w ZI- 2 x Z zx2¢ w0p 15 H-1497 Reinf.Sash Meet.Rail Keymark Alum 1/16°- 1 q ---8-1/16" 1 q 0--1/16° ! 1/16" 0 1111 z O w I-V j U 0-16 H-1498 Reinforcement,Sash,Side Rail Keymark Alum 1 ❑ z- z z 7 u) 17 H-1699 Reinforcement,Sash Pull Rail Keymark Alum PVC SASH MTG.RAIL-6050 PVC SASH SIDE RAIL-6051 PVC SASH TOPBTM RAIL-6052 PVC HD MTG RAIL COVER-6077 FIXED MEETING RAIL >-< 4-LLO W O O O Z 18 P-3429 Wstp.,0.270 x.187 back FinSeal,Gr- Ultrafab 0 3/16' SCREWED TOGETHER WITH X F F H z ` OUTERFRAME < a'��u) 0 2 19 P-3783 Lock,Impact,PVC Interlock 1 1:8 w O❑o:rn❑w caw 20 P4051 #8 x 1 1/4°Ph Flat Tek,Wht. Fastenal Steel 0 di - 1.1_0 a 0-1 CO F- a. - ce 21 P-4069 Keeper,Impact,PVC Interlock 5/8• a0 w I=-DO, w.ct>. 22 P-3539 #8 x 3/4"Square PH Tek,Wht. Fastenal Steel I 6" � } .I �O 3/4' I 1 © . I- D- �'a 23 P4958 Rotary Lock Interlock 1 5/16' 1' 15 } /�j 1 ,`1 ,! 24 P 4633 8 32 x 1/2°Barrel Fastener Interlock Tr L '�r „r,,,,a Ila^ I --1/16' 15/16• 1/16• ,`�l`PNDREW Tll 25 P4952 Keeper,Rotary Lock Interlock r r + 1/16" SASH MTG.RAIL-1497 �—�� �Q`,.�vOENS�.,Qy���� SASH REINF.-1699 :-JC';" 26 P4779 Roller,Tandem M&M Nylon PLAN VIEW-1999 No 58201 L HEAD IMPACT HOOK-1999 -I I-- 27 P-3541 #8 x 1/2"Quad PH TEK 2 Zinc Fastenal Steel 3/16• 3/16"� 13/4" 7/16° 1 1/4• '*• ''�' 28 GLASS SEE SHEET 2 CARDINAL GLASS r I J -0 a' O ;ill. STATE OF ,'4V, 29 Purfect Glaze"H"or Sikaflex 552 Henkel/Sika Silicone O I I L� I�� Q ',„6k,5,-.4 0�., 1-.--, ...� � 1/16" 4 fk'•.<,O R 1 Q-•�j��.� 313 P-32128 Set.8 Screen Frame Dur.,1/8°x 7/8°x 2"Lg. Frank Lowe Allmetal RRubbe I 6" r5/8'�.© S.B.R./S.S.R.-1498 ROLLER TRACK-1776 1/16a ,,'04 S�0NA;0.0‘% 32 P4754 Screen Corner Key Allmetal Nylon I 5/1" I ollForm -1 1/16' 33 P-4755 Screen Comer Key w/Safety Tab Allmetal Nylon PLAN VIEW-2000 PANEL IMPACT CATCH-2000 1/4°1111 34 P-3029 Screen Pull tab Summit 7/8" �7/e° I 35 P-3033 Screen Spring Fla.Spring SS 0 3/16' L 9/16 36 P-3228 Screen Spline Dapa O� - ----- Id PVC GLAZEBEAD-6064 J— 1/16' 9/22/2017 37 P4772 Screen Cloth,Fiberglass GLAZE BEAD-1112 LUCAS A.TURNER,P.E. 40 P-3113 Screw Support,PVC Team Plastics Rubber I- ¢. „4 1/2° 1 1/8°1 FL PE#58201 41 P-3752 Cap Plug,1/2"Hole M&M Nylon 1 5/16• 3/8° 1 5116'-{ 1239 JABARA AVE. �� Q I NORTH PORT,FL 34288 42 S-1577 Impact Hook,Frame,Jamb Keymark Alum 1, ° 1/18" �/� m PH.941-380-1574 43 S-1112 Reinforcement,Head,Jamb Keymark Alum 7/e' I 1/16' 1/16' y r r + PVC SCREEN CATCH•6013 SHEET DESCRIPTION: 44 S-2000 Impact Channel,Sash Keymark AlumPVC ANTI-LIFT-6005 PLAN VIEW-1577 ALUM SASH IMPACT HOOK-1577 BOM AND EXTRUSIONS 45 P-3748 #6 X 5/8 Ph FH TEK,Zinc,Painted Ajax Steel l 1/8"-{ 46 S-1999 Impact Hook,Frame,Head Keymark Alum 3/16"-U- 3 r { -{ ---1/2' 5/16" O 47 H- 48 Main Frame,SH/HS,Fin,PVC Mikron PVC I I DRAWN BY: DATE: 60 _i_IMNIMIlli= ml m 48 S-6055 Roller Track,PVC,(Anti-lift) Micron PVC i 1/16' TEF 10/11/13 SCREW SUPPORT-3113 PVC SCREEN SUPPORT-6014 DWG 6: REV.: 49 P-5250 Lock,Impact,PVC,w/Flipper Interlock CWS-869 C - 50 P4730 #8 x 1/2"-Ph Mod Truss TEK --Fasterlai- --Steel-- LINE ITEMS NOT USED:-- - --- - --- _ _ _ __ _ _ --SCALE: __ 4,38-39 SHEET----- NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 1:2 4 OF 6 • gg1198 ripWINDOW SYSTEMS 3"(TYP.) 1900 SW 44TH AVE. 6°MAX.(TYP.) 1 3'(TYP.) ri— r.161/4 -{ E -SEE NOTE 2 4'MAX.(rYP) F 8'MAX.O.C.(TYP.) OCALA,FLORIDA 34474 I I (TYP.)---j I W W W.CWS.CC MAX.O.C. � 4'MAX. 6"MAX(TYP.)- I I l i l l 1 ') I I l i l l -- --INSTALLATION $200 PVC 1. ANCHOR(TYP.) HORZ.SLIDER ' 1 6° 1 1 1 IMPACT 1 I MAX D.C. I , 1 I, (TM) .c. X X X X lozI w o ¢zoawayzovOi >o�3m LU I I I 1 � I I IO H�Oa�W2pO1 1 1 1 11 1 U v7�UaFv~ina. 1 1 1 1 1 1 I I 1 1 1 1 1 1 Q g?-0- u) I W 017rNOLdOw ANCHOR LAYOUT-(FIN) LL w w O ( m - ANCHOR LAYOUT-(FLANGE) aa. —=D- W O 2 O wI-O aICC d F=.. a CC a(1) \\t tttttt)t, ���PNOREW 7'4,��i c;?..�\8 EN SF HQ 01 4. t: No 58201 "L�I. _*.i * '*_ 03.• STATE OF .:ivl NOTES: ,,,SS+ONA.e%``, 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 1--7-- CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 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,FL 34288 SPECIFIED IN TABLE 1,SHEET 6. PH.941-380-1574 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 REQURE 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:3"FOR MASONRY,1"FOR WOOD AND METAL. TEF 10/11/13 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 TO THE STRUCTURE. DWG#: REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-869 C 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/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMANVDMA 300(EXTERIOR DOORS) 1:25 5 OF 6 MIN.EMBEDMENT 1/ ]///(� /ff)Tff}� TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE V-(1�67/LKSliM BY OTHERS WINDOW SYSTEMS rev MIN.EDGE DIST. 1/4"MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE SEE TABLE 1 SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE. SUBSTRATE BY OTHERS 1/4"MAX.SHIM SEE TABLE 1 W CWS.CC ALA,FLORIDA 34474 SEE TABLE 1 f J S E TABLE 1 MIN.EMBEDMENT PERIMETER SEALANT SEE TABLE 1 ' -— , 8200 PVC IST. BY INSTALLER r / /./, + INSTALLATION ANCHORINSIDE AND OUT IjSEE TABLE 1 • wil ' HORZ.SLIDER SEALANT BEHIND r=L_J O I - ( SEE TABLE EMBEDMENT IMPACT RANGEMIN BY INSTALLERLIR_ r 1 1/4"MAX.SHIM /�__-� � Z Q � a Flo Zo r PERIMETER SEALANT Z W O Q t W o w PERIMETER SEALANT BY INSTALLER W Z 0 Z 2 G_-_ �• BY INSTALLER ��!-- INSIDE AND OUT O H W f}ZZ O 3 2_l- a INSIDE AND OUT INSTALLATION ANCHOR Z Z 2 Q 14= SEALANT BEHIND SEE TABLE 1 0 01-O V F O CC INSTALLATION ANCHOR FLANGE BY INSTALLER SEALANT BEHIND U O-u~i Z 7 a SEE TABLE 1 FIN BY INSTALLER Z p Z U�Z j V� 8 HORIZONTAL SECTION C HORIZONTAL SECTION Q p-u.2 0 O LLZ 6 TYPICAL JAMB ANCHORAGE O TYPICAL FIN ANCHORAGE CC 2 O F 16�Zco- - HEAD AND SILL SIMILAR FOR FIN INSTALLATION <- O O Y j 3 O W Ctwcow 7,, LL COWS OJ V)I- • o WI-O W3w� Airlik.11111 -1/a'MAX.SHIM a a a SEALANT BEHIND .: 7 ,t,tpntu!r,,�, FLANGE BY INSTALLER I� `�tt PNDREW i,�, PERIMETER SEALANT 1/ MIN.EMBEDMENT J •"•�' BY INSTALLER SEE TABLE 1 t� No 58201 "- INSIDEANDOUT I G#; * •.k= V L =ro� =eri TT. I • STATE OF :ALU` SUBSTRATE BY OTHERS / I O P,.' i p'.�R SEE TABLE 1 I SMIN.EDGE EE TABLE DIST. —— ,,,��t 6,t tttttttttt,i..t`�,`, OA VERTICAL SECTION ' • 6 TYPICAL SILL ANCHORAGE I i, 7 �I . _ TABLE 1:APPROVED INSTALLATION FASTENERS lil I A.TU 017 F::•• ."1-7-7/7-'TYPE ANCHOR TYPE MIN.EMBEDM .�! LUCAS A.TURNER,P.E. FL PE#58201 FLANGE CONCRETE(2.0 KSI MIN.) 3/16"MN TAPCON 1-1/2" 1-1/8" ERIMETER SEALANT 1239 JABARA AVE. F • ' - ._. •• •: :OUT-FILLED CMU(117 PCF MIN.) 3/16"RW TAPCON _" Ems. BY INSTALLER NORTH PORT,FL 34288 FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" INSIDE AND OUT PH.941-380-1574 D HORIZONTAL SECTION FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" 6 BOX FRAME INSTALLATION SHEET DESCRIPTION: FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3/16"MN TAPCON 1-3/8" 7/8" HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS OR ELCO ULTRACON FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE: 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILA KWIK-FLEX OR fTW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: FLANGE (33 KSI YIELD MIN) TEKS SELF-DRLLING SCREW THRU 0.060" 7/16" TEF 10/11/13 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD FLANGE -MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.: 7/16" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-869 C _ __ - - - 1/8"STEEL(33 KSI MIN.) - - -_ DRILLING SCREW THRU 0.125" -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS FIN 2X MEN.SOUTHERN PINE(0=0.55) #8 WOOD SCREW 1-1/2" 1/2" -- SHOWN FOR-FLANGE-WINDOWS. - SCALE: SHEET_ 12— 6OF6 I 1/4/2018 Florida Building Code Online , 3 1 £ '0' z '0,71 t- '� ' 'I' r �'; .� •+r�,�C13 On•,0'.--.A. " k, ,...v.:,,--,u i t k, a �� Busi es P�o ess�o I ;gulat�o = + ,p,#x 5::y „. t i lC . p.,1,-';:,,N.,,,,` -'4,,- ,Ii, ._. + _ 1...-''...' F4ill!{p n9artintog ospRbtb46NS'.4,,MCFPntft BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications I FBC Staff I BCIS Site Map I Links' I Search dFlorida r L' �Product Approval IUSER:Public User /WV= Product Approval Menu>product or Aooii . •. • h>Application List>Application Detail .1)°F92"'4'1:::043:.; '. FL# FL16736-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived C: Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352)368-6922 Ext 245 kpine@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 amonteverde@cws.cc Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer C Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Lucas A.Turner 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 Li Validation Checklist-Hardcopy Received Certificate of Independence FL16736 R2 COI EvalReport871C.odf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA/101/I.S.2/A440-08 2008 ASTM E1886-05 2005 ASTM E1996-09 2009 PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquBobl%2Um6TgPohLz6ontOd5HABPugYUIX1zzFJrTCXA%3d%3d 1/2 1/4/2018 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/28/2017 Date Validated 09/29/2017 Date Pending FBC Approval 10/03/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 16736.1 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT,74"x 63",XO or OX. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16736 R2 II CWS-871C.odf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:+60/-60 Evaluation Reports Other: Large Missile,74"x 63",DP+/-60 psf. Outer lite in FL16736 R2 AE EvalReoort871C.Ddf I.G. must be safety glazed when used above 30 ft. in HVHZ. Created by Independent Third Party: Yes Glass complies to ASTM E1300-04. 16736.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT, 111"x 63",XOX. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16736 R2 II CWS-869C.odf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:+60/-60 Evaluation Reports Other: Large Missile, 111"x 63", DP+/-60 psf. Outer lite in FL16736 R2 AE EvalReDort869C.pdf I.G. must be safety glazed when used above 30 ft. in HVHZ. Created by Independent Third Party: Yes Glass complies to ASTM E1300-04. Bacic Held Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovriaht 2007-2013 State of Florida.::privacy Statement::Ac ibility Statement::Aefund 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 emails 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 available to the public.To determine if you are a licensee under Chapter 455,F.S., please click hem. Product Approval Accepts: In CIeChe�k %IQ Credit Card, Safe sECU ri tyM ETR ICs' https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquBobl%2flZm6TgPohLz6ont0d5HABPugYUIX1zzFJrTCXA%3d%3d 2/2 TJJiNiEJ1239 Jabara Ave. North Port, FL 34288 ENGINEERING & Ph. 941-380-1574 CONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 871C August 29, 2017 Product Description: Series 8200 PVC Horizontal Slider Window,Large Missile Impact(HVHZ),XO or OX 74"x63"unit size with design pressures of+/-60 psf(Fin or Flange window) Manufacturer: Custom Window Systems, Inc. 1900 SW 44th 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 6th Edition(2017)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below: Technical Documentation: 1) This report,prepared by Lucas A. Turner,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-871C, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3887-1,-1A, -2, and-2A,by National Certified Testing Laboratories, Orlando, FL, signed and sealed by Gerard J.Ferrara,with testing performed: TAS 201,202,203 '94,ASTM E 1886 `02/04/05,ASTM E 1996 `04/06/09, and AAMA/WDMA/CSA 101/I.S.2/A440 '08 4) Supplemental Calculations to support CWS-871C, signed and sealed by Lucas A. Turner,P.E. Installation: Units must be installed according to approval document CWS-871C. Limitations of Use: This product: • May be used up to the sizes and daylight openings indicated in CWS-871C • Achieves design pressures of+/-60 psf • Is Large Missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires Kuraray(Dupont)PVB Interlayer per Miami-Dade N.O.A. 16-1117.021 • Requires Quanex(Mikron) white rigid PVC framing per Miami-Dade N.O.A. 17-0206.101 1 I have evaluated the materials in these NOAs and find that they comply with the requirements of the 6th Ed. (2017)Florida Building Code for use in this product. 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 or distributing 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 in any other entity involved in the testing or approval process of this product. �t���ut�lirtb tion 0 RE W ttoe •• .• •..0 Lucas -' No 58201 . Turner *c 2017-08-30 r-ss= = ..Z-7— 16:09+20:00 . STATE OF 14/` 13.°A:: A. P.._:'�'. 8/29/2017 ‹t0'0�, NAt `% Lucas A. Turner, P.E. `� 0 -�t<�� FL PE #58201 fRirrnut`V GENERAL NOTES: b„ l HORIZONTAL SLIDER - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED oi,. .. WINDOW SYSTEMS 6 . TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION INCLUDING 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 IN ASTM E 1996 PER THE FBC. WWW.CWS.CC 751/4°MAX.OVERALL FLANGE WIDTH - 2.GLAZING OPTIONS:(SEE SHEET 2) 8200 PVC 74°MAX UNIT WIDTH 3.CONFIGURATIONS:"OX","XO". HORZ,SLIDER r r 33"GLASS DLO 4.DESIGN PRESSURE RATING: IMPACT -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND — A I GLASS TABLES ASTM E-1300-04e01/09. -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER TI NI /� INFILTRATION TEST PRESSURE AND GLASS TABLES 3 .5..g, -- -- -L -- -J ASTM E-1300-04e01/09. Z w_1 O Q r Z w w ZOZ D'--F I Wcri 5.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED H w }}Z O 641/4" I I I I IN THE DESIGN OF THIS PRODUCT.SEE SHEET 5 FOR ANCHOR 5 ZO I o¢ICY w O O MAX DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD O O In F,Z..F y a FLANGE B B ANCHOR CALCULATIONS. ❑ Z-j-2F-Du) HEIGHT I Z O O V pj 7 0- 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT } .251.1.1-•=0Z •LL 5 01,- REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT Ir .2 F.F H Z UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT < w (-) ou) 63' I I I MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND W OLL w co ao J w w MAX FLYING DEBRIS. a Z 2 w 0 O_ UNIT2 CO HEIGHT O X I 59 9/16' 0 W I-O Q I 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT = a w - SMAX USED AT FIXED MEETING RAIL AND HEAD/SILL. D F- o I I I HEIGHT ,,,,t,+rbr+r 8. ES/MODEL DESIGNATION HS-8200. I I I 9.THE IDESIGNATION X AND 0 STAND OR THE FOLLOWING: ��,G VNG SF G.pL�'� 5813/16' I 0 .J;' °�% GLASS I X=OPERABLE SASH,0=FIXED SASH t� No 58201 DLO Ia 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR 4• .1 * ' <-_==i LOCATION. 9" STATE OF :Qtr.I I I e 11.EXTERNAL W EEP SLOT=114"x 1"LOCATED 4'FROM BOTH ENDS. ��'��ti;(a R pp:��� C—0—I 5 A—r-- LucasTurne - 33'GLASS DLO -36 5/16°MAX SASH WIDTH-- r 2017-09-22 9/22/2017 13:58-04:00 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND ELEVATIONS TABLE OF CONTENTS DRAWN BY: DATE: GENERAL NOTES&ELEVATIONS...........1 ADE 10/10/13 SECTION VIEWS&GLAZING DETAILS....2 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DWG#: REV.: EXTRUSIONS&B.O.M 3a n CWS-871 C ANCHOR SCHEDULE&NOTES 4- 74—x-63-_ _ - _ __- _ _+1760PSF LARGE MISSILE IMPACT INSTALLATION DETAILS 5SCALE: SHEET_ -- 1:15 1 OF 5 CgITM» ri 0 e �l m © WINDOW SYSTEMS k -�4 INTERIOR 1900 SW 44TH AVE. OCALA,FLORIDA 34474 0 e e i 0 0 0 /�,' . WWW.CWS.CC ' ' 8200 PVC I� ^�I.`, 1 HORZ.SLIDER I _ `— u•� �$ IMPACT ; I A hith uill II 11 CI CID © ® �ZZ m OOHOaa. F.= a SECTION B-B O vin co z.'I-rq a Z 00B-ZMU- 0 1 NOTE:FIXED LITE AT HEAD < F �2000Z I AND SILL IS SIMILAR. a 2,Oy~U1-Zvi +.m�l ® w OmwOpui co in !!II!,In- reOw I ® a 1- a a a W waw m . a ����PSSDRE W 7:, L' =�I 0 GQ .,OENSi,,z4: I .� I I�' �:'° No 58201 '�1I —HEAD IMPACT HOOK(TYP.) Q•� MIDSPAN OF SASH = • * :'�'- (ITEMS 35 8,36) - 7/8°OVERALL v.-01. :tr.: — - '9 STATE OF 4/� 1/8°ANNEALED or TEMPERED �Oo'••F ...1'.•a.� INTERIOR I 7/16^AIRSPACE �••,,, IONp;E�‘' I - 5/16•LAMI 1/8°ANNEALED ROTARY LOCK(TYP.) Q55 DUPONT PVB INTERLAYER [ILA O �I—I,d ONLY ENGAGED PRIOR , -- (E) � 1, JI I TO HURRICANE FORCE WINDS. 1/g•ANNEALED I I LOCATED AT THIRD POINTS 9/22/2017 (ITEM 27) d„`L I I PURFECT GLAZE'H° ® - n� SIKAFLEX 552 LUCAS A.TURNER,P.E. il,q -I'I� "� n—I FL PE#58201 -a�I J ISI �- fil I "T .......„4„ 1239 JABARA AVE. •,f— ' 1i Q ,;f.. .al IralirI41;) _ INORTH PORT,FL 34288 0 0 I �\ = PH.941-380-1574 r, I /� I • L-' ! SHEET DESCRIPTION: 1I"lite 11"'WIN ( 1 I e 1\��� 1/2°GLASS BITE — J SECTION VIEWS AND __ __ QUANEX DURASEAL GLAZING DETAIL SECTION A-A HEAD IMPACT HOOK AND 0 IIG SPACERDRAWN BY: DATE: JAMB ROTARY LOCK LOCATIONS �IN ADE 10/10/13 1:20 _ DWG#: REV.: SECTION C-C CWS-871 C -- --ALTERNATE FIN-FRAME -- - SCALE: - - ---SHEET---- F'SETTING BLOCKS PER FBC 2411.3.3.11 1:2 2 OF 5 • PARTS LIST r 31/8' CORNER CONSTRUCTION ITEM PART# DESCRIPTION VENDOR MATERIAL 31/8• I I I C p�gag! riff 1 H-1497 Reinf.Sash Meet.Rail Keymark Alum _ I 1 1/2^ WINDOW SYSTEMS 2 H-1699 Reinf.S.B.R./S.S.R, Keymark Alumi 0 1900 SW 44TH AVE. 3 H-1836 Meet.Rail,Fxd. Keymark Alum f a I O111 © OCALA,FLORIDA 34474 1116" E \` WWW.CWS.CC 4 146052 Sash Top/Bot.Rail Mikron PVC 211/1 s'11,111 NI 39H6• F=___.......,.„...,11 p x.7.11 21/8" 1/16' 5 H-6048 Main Fr.,SH,w/Fin.,PVC Mikron PVC �_ .'�■ 1/16" 1 -O CORNER WELD 8200 PVC 6 H-6050 Sash Meet.Rail,PVC Mikron PVC 1 I (ALL SIDES) 7 H-6051 Sash Side Rail,PVC Mikron PVC lil k-1' 1:8 HORZ.SLIDER 8 H-6049 Main Fr.,SH,wing.,PVC Mikron PVC PVC FRAME FLANGE-6049 I FIXED RAIL-1836 IMPACT 9 P-3029 Screen Pull Tab Summit PVC FRAME FIN-6048 10 P-3033 Screen Spring,SS Hurley 1 15/16" 1 3/16"'- G®� RI z ¢z 11 P3113 Screw Support,PVC Team Plastic Rubber �2 3/16° '1 9/16" i- o w O ¢w oO o 12 P3218 Screen Frame Allmetal RoIlFonn I 1 I'� 1 FO i --0 � z z o z k z H i o aw.§>.OD'�m 13 P3228 Screen Spline,.155 Dia.,BIk. Dapa 1 5/8" 1 518" I_1 1 5/8• Q 1 5/16° II LL 1-w 1- .2_ z z=�zd 14 P-4754 Screen Frame Corner Key Allmetal Nylon 1 1/16' q h t 1/16' j q -{-1/16" ! l , 1/16• FIXED MEETING RAIL 0 0 0�,j xre 15 P3342 Seam Sealer,SM-5504 Schnee Silicone - 1 SCREWED TOGETHER WITH m z m z Z I-CO co OUTERFRAME Z 00005 0 -DO- 16 O- 16 P3352 Set.BIk.,85 Dur.,1/8"x 5/8"x 2°Lg. FrankLowe Rubber PVC SASH MTG.RAIL-6050 PVC SASH SIDE RAIL-6051 PVC SASH TOP/BTM RAIL-6052 PVC FIXED RAIL COVER-6063 1:8 } Q 3 O W O O O Z 17 P3429 Wstp.,0.270 x.187 back FinSeal,Go Ultrafab ¢ 18 P-3539 #8 x 3/4'Square TEK 2 Znc Fastenal Steel 5/8" 3/4' I LI O o:ii.ii pw w 19 P-4730 #8 x 1/2°Truss PH TEK 2 Znc Fastenal Steel 0 3/16' f . � } I 0 ? O ›...co LJ 1511 s' 1/16• a = 20 P3752 Cap Plug,1/2"Hole M&M Nylon 1" O w: I- W=m P-3783 or 0 L=81/16" �/Z a H a. ��a 21 P-5250 Spring Lock,Impact,PVC Interlock SASH MTG.RAIL-1497 SASH REINF.-1699 ,,`L,,,rrrr,,i/,, 22r,Tandem M Nylon P-4051 #81x 1 1/4 Ph FH TEK,Wht. Fastenal Steel I s" 1 5/16' ® 3/4" 7/16' 1 1/4" `•G .."V sF G?#.•�� 24 P-4069 Keeper,Impact,PVC Interlock 7+ TN 1/16° 3/16•�l 11111-1 � © No 58201 .•t•15$ 25 P-4479 Weep Cover w/Flap M&M Nylon 1 T c, 1/1e 1ns• ro 26 P-4638 #8 X 2 1/2 Ph Truss SMS Ajax Steel PLAN VIEW-1999 HEAD IMPACT HOOK-1999 S.B.R./S.S.R.-1498 ROLLER TRACK-1776 • T.9 STATE OF °•4r:" 27 P.4958 Rotary Lock Sullivan Znc 0;.,.,� �.: 28 P.4952 Keeper,Rotary Lock Sullivan Znc 0 3/16' ��i .,s O,, �".G�,�� 29 P4959 Wstp.,0.420 x.187 back FinSeal,Gr. Ultrafab o I I I1/4° 1-718"-I �,,,,,/ONAVP,`,,�, 30 P-4633 Barrel Fastener Fastenal Steel r I o 7/8"r al 7- 31 S-1112 Reinforcement,Head Keymark Alum 6" -5/8°f` .L: 9/i6• 1/16^ 32 S-1498 Reinf.S.B.R./S.S.R, Keymark Alum 34 S-1776 Roller Track Keymark Alum 1 5/8" I 1 1/16^ PVC GLAZEBEAD-6064 GLAZE BEAD-1112 e 1 35 S-1999 Frame Hook,Head,Impact Keymark Alum PLAN VIEW-2000 PANEL IMPACT CATCH-2000 1/2"-i I-.1 1/8°1 3/8'11-.1 5/16"-1 9/22/2017 36 S-2000 Panel Catch,Head,Impact Keymark Alum ,t�� m V�� € LUCAS A.TURNER,P.E. 37 S 6005 Anti Lift Mikron PVC 3/16" FL PE#58201 L7- ' .-I tF.1—1/2' 1/16' 1/16° 38 5.6013 Scm.Adapt.,w/Nib,PVC Mikron PVC 1—}-. 11 PVC ANTI-LIFT-6005 1239 JABARA AVE. 39 S-6014 Scm.Adapt.,PVC Mikron PVC F O PVC SCREEN CATCH-6013 NORTH PORT,FL 34288 SCREW SUPPORT-3113 PH.941-380-1574 40 S-6063 Fixed Rail Cover Mikron PVC 41 S-6064 Glazing Bead Mikron PVC 5/16° x11/8"1 SHEET DESCRIPTION: 42 GLASS SEE SHEET 2 CARDINAL GLASS �� m BOM AND EXTRUSIONS 43 Purfect Glaze"H",SikaFlex 552 Henkel/Sika Silicone 1/16° PVC SCREEN SUPPORT-6014 DRAWN BY: DATE: ADE 10/10/13 _ DWG#: REV.: CWS-871 C --LINE ITEMS NOT USED: 33 NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE: SHEET--- 1:2 30F5 Cgabin WINDOW SYSTEMS L ".` 12 1/2"MAX.O.C.(TYP.) - € 1900 SW 44TH AVE. —3"(1-YR) 4'MAX(TYP.) 6'MAX O.C. OCALA FLORIDA 34474 6°MAX(TYP.) [-•-• (TYP.) SEE NOTE 2 (TYP.) rSEE NOTE 2 WWW.CWS.CC 6"MAX(TYP.) 4'MAX(1YP.)- Y V v y I__ I IIi1I_ I d _ 8200 PVC - -- -- - -INSTALLATION -a I I ANCHOR(TYP.) 1 I 1 INSTALLATION HORZ.SLIDER I I 6" -'I I ,--INSTALLATION IMPACT MAX O.C. (TYP) , -- — g z azo �/ �/ I- Ow° cnw00 MAX.O.C. I 0 I X I I O I X I Q 17• z wJ❑ ¢kzw MAX I w zoz K--1— o I—w }off-2i . IF Z zzM...Woo 0 01-0 1-o • - o 0c„I—ZD-F�d , 0 O -� n0- I I I I I I ¢��i 11-2-WZ 2 O z -I I .( 1±11 I_ ,I I I F �p }7 �� -- -- -- �L %`- -- -- -- -- 0_ zi- (t0 cecno0 F 1 I 1 1 I I I 1 I 0cn _~re wi w I 0_ I— 0. D: 0. ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) �� �%�,P,t10REW,TG,��G(P.<‘G .NSF•.yi i y :�. No 58201 x..11 S `*i * ,*_ b. •lu(U 290 STATE OF 41. A,,hS�ONA ENS,`, 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. 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 5. 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, 4288 SPECIFIED IN TABLE 1,SHEET 5. PH.941-380--115774 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 REQURE 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:3"FOR MASONRY,1"FOR WOOD AND METAL. ADE 10/10/13 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 TO THE STRUCTURE. DWG#: REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1,SHEET 5. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-871 C 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/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS),FMA/AAMAANDMA 300(EXTERIOR DOORS) 1:20 4 OF 5 MIN. 1 TYPICAL HEAD ANCHORAGE SEE TAB ED1 MENT SUBSTRATE `V- gO'��+'�w ii ,/ BYE OTHERS WINDOWSYSTEMS k --A MIN.EDGE DIST. 1/4'MAX SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE SEE TABLE 1 SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE. SEE TABLE 1 OCALA,FLORIDA 34474 SUBSTRATE BY OTHERS 4r r"ir 1/4'MAX SHIM WWW.CWS.CC SEE TABLE 1 Api JJMIN.EDGE DIST. MIN.EMBEDMENT 40 SEE TABLE 1 SEE TABLE 1 ■ PERIMETER SEALANT f ' —� A 8200 PVC BY INSTALLER r y INSTALLATION ANCHOR II'll Eli,' INSIDE AND OUT SEE TABLE 1 ��F ' MIN.EMBEDMENT HORZ.SLIDER SEALANT BEHIND r�,+- Ir ' SEE TABLEIIMPACT FLANGE BY INSTALLER I L 1/4'MAX SHIM - ��� �1 L� IIo RI _ /, g z Q Z g I 11 I� � 1� PERIMETER SEALANT Z w p Q Z W I' PERIMETER SEALANT BY INSTALLER W Z O Z --,w -- INSIDE AND OUT O <tq Ore Ei BY INSTALLER u, F..W F. 2 INSIDE AND OUT INSTALLATION ANCHOR Z Z ANCHOR SEALANT BEHIND SEE TABLE 1 0U Owl-z0.1_OU co a SEE TABLEINSTALLATION 1 FLANGE BY INSTALLER SEALANT BEHIND O Z-Cn Z F.>t7 FIN BY INSTALLER Z OZV�Z0U— O HORIZONTAL SECTION OC HORIZONTAL SECTION } < 011J-IC)- TYPICAL -U-W O=O Z 5 TYPICAL JAMB ANCHORAGE 5 TYPICAL FIN ANCHORAGE Q' m Qg.Q O I-H F Z HEAD AND SILL SIMILAR FOR FIN INSTALLATION < K K y U W OO Ft>6OW�W i T ce zCa �I a0 WHO n�=�� -I/4'MAX SHIM a.0 ~ O. a SEALANT BEHIND - fir. p!nubpi FLANGE BY INSTALLER Iall �� pz._. I ,`���`�psw.t ,TG,,, PERIMETER SEALANT MIN.EMBEDMENT No 58201 •t-11 S BY INSTALLER /7/ SEE TABLE 1 INSIDE AND OUT 1 =*G �. :'�' 95• STATE OF .LU SUBSTRATE BY OTHERS ' moi....„ "..( Ft O41, PS 2�� SEE TABLE 1 I i� 0\�� MIN.EDGE DIST. SEE TABLE 1 4— ��,,,,°NM.,,,�� Oq VERTICAL SECTION '' 5 TYPICAL SILL ANCHORAGE 1 f �� _.,I / ....._ ._y,.2._ TABLE 1:APPROVED INSTALLATION FASTENERS 1' 0 9/22/2017 F TYPE ANCHOR TYPE MIN.EMS��'= �! FL PE#58201 LUCAS A.TURNER,P.E. FLANGE CONCRETE(2.0 KSI MIN.) 3/16"fT1N TAPCON 1-1/2" • PERIMETER SEALANT 1239 JABARA AVE. FLAN - - '• I- I LI 1 7 PCF MIN. 3/16"INV TAPCON BY INSTALLER NORTH PORT,FL 34288 FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" INSIDE AND OUT PH.941-380-1574 D HORIZONTAL SECTION FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2' 5 BOX FRAME INSTALLATION SHEET DESCRIPTION: 3/16"INV TAPCONHEAD AND SILL SIMILAR FOR BOX INSTALLATION FLANGE 2X MIN.SOUTHERN PINE(G=0.55) OR ELCO ULTRACON 1-3/8" 7/8" INSTALLATION DETAILS FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE: 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILT!KWIK-FLEXOR INV FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: FLANGE7/16" ADE 10/10/13 (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 1/8"ALUM. 6063 T5 MIN. OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD -MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.: FLANGE ( ) 7/16" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-871 C 1/8"_STEEL(33 KSI MIN.)- _ --- DRD_LING SCREW__ THRU 0.125_" __ _-PRODUCTANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS FIN 2X MIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2" 1/2" SHOWN FOR FLANGE WINDOWS. SCALE: SHEET -- 1:2 5OF5 M I AM 1•DADE MIAMI-DADE CiOUNTY C,OUNIT. PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Eurotech Industries,Inc. 4201 NE 12 Terrace Fort Lauderdale,FL 33334 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). ' This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:Aluminum Outswing Entrance Door-LME APPROVAL DOCUMENT: Drawing No.W04-01 Rev F,titled"Aluminum Outswing Entrance Door", sheets 1, 1.1,2 through 5 of 5,dated 01/15/04 and last revised on MAY 08, 2018,prepared by AL-Farooq Corporation, signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Limitations: 1. See Design Pressure(DP)capacity Single doors &Double doors VS locks+bolts, glazing types and water ratings in sheet 2.Higher DP Single/Double Doors at active leaf require 3-point lock and manual Flush bolts at top/bottom. 2. Single or double doors may be mulled with approved clipped mullion or sidelites or transom(under separate approvals),lower design rating shall apply and such installation to be reviewed&approved by AHJ. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall:be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#15-0729.14 and consists of this page 1 and evidence pages E-1 &E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda,P.E. NOA No. 18-0116.03 MIAMI•DADE COUNTY ;) Expiration Date: June 10,2019 APPROVEQ.,_ Approval Date: May 24,2018 Page 1 • Eurotech Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections(Submitted under files below) 2. Drawing No.W04-01 Rev C,titled"Aluminum Outswing Entrance Door", sheets 1 through 5 of 5, dated 01/15/04 and last revised on FEB 01,2012,prepared by AL-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS (Submitted under files# 14-0303.09/#12-0208.03/#09-0310.05) 1. Test reports on 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test per FBC, TAS 202-94 4)Forced Entry Test,per FBC 2411 3.2.1 and TAS 202-94 5)Large Missile Impact Test per FBC,TAS 201-94 6)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of aluminum outswing door, prepared by Hurricane Engineering Testing Inc., Test Report No(s).HETI-08-2021,08-2022,08-2023 and 08-2024,all dated 03/15/08, signed and sealed by Candido Font, P.E. 2. Test reports on 1)Air Infiltration Test, per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411 3.2.1 and TAS 202-94 5)Large Missile Impact Test per FBC,TAS 201-94 6)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of aluminum outswing door, prepared by Hurricane Engineering Testing Inc.,Test Report No(s).HETI-03-1882,08-1889, 08-18890 and 08-2024,dated 01/15/04 thru 02/09/2004, all signed and sealed by Rafael E.Droz-Seda,P.E. (transferred from file#08-0507.10) 3. Tensile Test prepared by Hurricane Engineering&Testing,Test No. HETI-04-T100, dtd 01/29/04,tested per ASTM E8-01, signed&sealed by Rafael E.Droz-Seda,P.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis, dated 07/23/15, prepared by Al-Farooq Corp., signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTME-1300-04&-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America., Inc. for their"Sentry Glas ® (Clear and White) Glass Interlayer", expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America., Inc. for their"Butacite PVB Interlayer", expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance to FBC 2014 &no financial interests, prepared by Al Farooq Corporation, dated 07/23/15, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA renews NOA# 14-0303.09, expiring on June 10,2019. 2. Test proposal#07-3527 approved by BCCO. 1%4./ Ish lq I.Chanda,P.E. Product Control Examiner NOA No. 18-0116.03 Expiration Date: June 10,2019 Approval Date: May 24,'2018 E- 1 Eurotech Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. New Evidence submitted. A. DRAWINGS 1. Drawing No. W04-01 Rev F,titled"Aluminum Outswing Entrance Door", sheets 1, 1.1,'2 through 5 of 5, dated 01/15/04 and last revised on MAY 08, 2018,prepared by AL-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1116.01 issued to Kuraray America., Inc. for their"Trofosil ultra clear, clear& color PVB Interlayer", expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance to FBC 6th Edition (2017) and of no financial interest, prepared by Al Farooq Corporation, dated 12/10/17, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA revises NOA# 18-0116.03, expiring 06/10/2019. Ishdq I. Chanda,P.E. Product Control Examiner NOA No. 18-0116.03 Expiration Date: June 10,2019 Approval Date: May 24,2018 E-2 rcr 4 SEE SEPARATE NOA FOR TRANSOM RATING AND DETAILS ...,.,_ ,-/' FRAME2WIDTH /� �j LOWER DESIGN PRESSURE OF TRANSOM, DOOR OR Ij / 1 TRIBUTARY END LOADT__ L. I TRANSOM MULLION SHALL CONTROL DESIGN PRESSURE---.1"--14 AND ANCHORS TO BE a FOR ENTIRE ASSEMBLY 1l��a !� I REVIEWED BY AHJ 13' MAX. _ Z ro�1m. 3 II !j•• HEAD/SILL SURFACE APPLIED 0 �' 5'MAX. "� II t FALSE MUNTINS F • IL r -; /, CORNSERS O /�MAY BE USED' Q hi G -`I- N._ Isyo�n . 1 __4.../.7_// I I p aoa I _�_II 7..._ I r o I I I ' SNC n u I O I ACI7NE I th- 0 ro � \a LEAF Qu7i O,� .= n i r o j I ====:z ==== ------J ° . mL, m c' 1, '�m : LL SJ I /i \ ✓ �'I i -i o �__`- r1 •S _ j o i ` I Z O` O LL I •— II \ I , •L 0B. 11 \ Z NI- OA II•-1 —1 Z0 IV ICI 2P, 4Ij���hdl I vii r •oo 0 DOOR HINGES ALUMINUM OUTSWING ENTRANCE DOOR SEE SHEET 2J , 0 C9 z c N FOR QUANTITIES Jt 3 4' APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS. & CAPACITY / j I1E4. > >o s�' ALSO SINGLE AND DOUBLE DOORS IN COMBINATION WITH SIDELITES D.L.L OPO. �� LOCK OPTION '2' a W a 0,E USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. 39 1/8' SINGLE DOOR W/3 POINT LOCK + FLUSH BOLTS < 1 ALSO SINGLE AND DOUBLE DOORS WITH OR WITHOUT SIDELITES IN LEAF WIDTH SEE Dp CHART ON SHEET 2 COMBINATION WITH TRANSOMS USING MIAMI-DADE COUNTY APPROVED MUWON IN BETWEEN. LOCK OPTION •1' gi LOWER DESIGN PRESSURES FROM DOOR, SIDELITE OR MULLION aRODUCERoma) APPROVAL WILL APPLY TO ENTIRE SYSTEM. SINGLE DOOR T 3 POINT LOCK b.amid,*MN�� o a E s __ SEE Op CHART ON SHEET '00 THIS PRODUCT HAS BEEN DESIGNED AND'TESTED TO COMPLY WITH THE Ac'Milkeds 2 ,. R ' A�MYace No !�-oTT6•o3 �° '!� REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE ■PinfWeal111 . 20/ c fi e s INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). TYPICAL ELEVATIONS Si.- N$S A 1BY OR 213Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE ___ DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS > TO THE BUILDING STRUCTURE. n ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS 2 w 5 N czi5 5 AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE '� .-Ti g MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 0110 o W A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. '{{-11 111!171 / ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. (.\".„4,‘ `'app //// o oMATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT /4 » q o GEN3COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE •,{'{•• F••'• 1 SE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. I o "' .. I ` ,No.70582 - j $ THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION F ' .. y I FOR A SITE SPECIFIC PROJECT. i.e. LIFE SAFETY OF THIS PRODUCT. ADEQUACY '1.*: { ti✓ = o R OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR �I May 8,2018& o�'� WATER INFILTRATION RESISTANCE ETC. -® STATE Or • A�[drawing no. __ _CONDITIONSNOT SHOWN IN THIS DRAWING ARE. TO..BE ANALYZED SEPARATELY. _ IN HVHZ ONE TIME APPROVAL FOR MIAMI=DADE-COUNTY TO-BE-'OBTAINED,------ -- - --— - -- --- ---- - - - --- - - •- -- �_•�OR1OP••` ®�� _ -_ - - THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. i/ t�•••••••• �' I W04-01- - JURISDICTON),SUCH PROJECTS TO BE REVIEWED BY AHJ (AUTHORITY HAVING SHUTTERS ARE NOT REQUIRED. /////�j��1�19�6- � i slieT 1 of 5J (4)ANCHORS , AT MIG. STILE ENDS— 75 3/4' ( �U O AT 0.0. `�I" FRAME WIDTH � 4. 3' SEE SHEEiDOOR EZ_ \ •13' MAX. .a 5' MAX. 4. Z q m j FOR QUANTITIES \ /� HEAD/SILL HEAD/SILL O h a h CAPACITY V� ` I CORNERS f W 2 a I — Cr a i It E l J •T., / \ II 1 V E g I w / \ t:--- a sM o pO; / = ,---- - �� o a / /r�J �^ y0.No 0Q- I / �' I __ u \ I 4 w=LL 1p FI.iU I / --==iF=�-..' 11 {L Z N CA gob" /✓ ACTIVE IN-AC FNE \\ .I (3 Q E mi \a J-Jo /, I / LEAF LE ° C-plw¢ //: /., .__--=C__-- -.. In• ,/. // II ^r nI an \' Ci w= iWO /. mpN I, 3 2CN fifer■■■I \\ --FHiil--/'/._ ■1■■ t^O r¢6E� ^*' g `r v Qa3w \ IIS u P')v I C �p7� W 17 WOK / I ! W000 ,/\/ `\ I ✓ I� O Q I VIJp ///✓ �8i .l / I� I �� _ / , .� —4be ,__.._f oRODVCf REV(SDD S tl 4I0- w t>o°�PTYI.lt with tle Fleyflat m Z v en MIAMI-DADE COUNTY ffi Z 3 O Y" 'APPROVED MULUON-J j N i� PTntbq Doh 7 N a = SEE SEPARATE NOA __.. 29' 29' ._� U _ IL t f� W 7 O r _.D.L. OPG. Ii D.L. OPG, n 884.24„4� . 4�....r.-- i J TRIBUTAAT END LOAD 36 3/6' 1 36 3/Er t AND ANCHORS TO BE —LEAF WIDTH LEAF WIDTH- REVIEWED BY AHI I(3)ANCHORS w LAT MTG.STILE ENOS 1 > AT 3'O.C.INTO CONC. 0 I° Tx LOCK OPTION '2' u T. DOUBLE DOOR W/ 3 POINT LOCK+ FLUSH BOLTS I SEE Dp CHART CN SHEET 2 a TYPICAL ELEVATION o of N JrC `T�LTI1T1171I,' 5.--,,,-----1 I _ '.70592 = c a x T. : l {T iir_ie k =`A ;� May 8,201&_- 1�- c 1: '•.. STATE OP • Ri:l drowing0no. I �: RORLOP.•'' JI flrn111. [sheet1.101 51 V ITEM# PART p READ. DESCRIPTION r ETATE12L1L ifATiF./SOPPLIHRJREMAIIICS / ilii �r ...-,�4' I/ _1-- ER006 AS REOD. DOOR FRAME 6063-76 ..-_ �' p / / [ / \ ' ] 2__ _ER012 AS REO). DOOR LEAF 6063-TIS _ J a / / / \ 3 V21566 1/LEAF DOOR BASE BOARD 6063-16 - Z -r.m 3 / I / / { \ 4 VZ_-1483 1/DOOR FRAME SILL 6063-T6 - --- 0 q // f D i // 01 / \ 5 1/DOOR SILL BASE 6063-16 - .---_ I"f / O / , / \ 6 VZ-1481 AS REOD. ASTRAGAL SERE 6063-T6 - CC C N / I / // i \\ 7 VZ-1535 4/LEAF GLAZING BEAD 6063-T6 - _-_.-___._.....__- 0 0`c. V ( • j B 2601 AS RECD. GLAZING GASKET EPDM OUROMEIER 75/5 SHORE A d fV g /% I > 9 1 SHEAR CLIP 6063-16 LIZ 0 \ !' ,,yyl I / !' / 10 1001/50 1/CORNER CORNER KEY ALUMINUM MONICELLO 1'l \\/ Ip \\i ( \\ •/ j' // i 11 03600X -_ _4/LEAF HINGES ALUMINUM GIESSE g m \ YY \,.... \ 12 #10 X 3/8' 4/HINGE HINGE INSTALLATION SCREWS - PH MACHINE SCREWS o a iii ix Q 8 \ \ \ ! // j 13 __- AS REOD. BULB W'STRIPPING - - 0 8 r \ \ \\ ! / 14 #10 a 2' AS RECD. ASSEMBLY SCREWS - HH SELF DPoWNG Z \ \ \ j / la IS #12 X 1-1/4 - FRAME ASSEMBLY SCREWS - SNS a \ I \ ' !I LLzy-8 �f 1 ,j r, DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY- PSF 3/16' HEAT SIREN'D GLASS -3/16'HEAT STREN'D GLASS I- '( rl SINGLE (X) DOORS SINGLE (X) DOORS DOUBLE (XX) DOORS .090'Interlayer10D'Interlayer ' DOOR SIZE GLASS TYPE 'A' DOOR SIZE GLASS TYPE 'B' DOOR SIZE GLASS TYPE'A'OR'B' -Trosifol PVB SentryGlas .� n WIDTH HEIGHT EXT. (+): INT. (-) WIDTH HEIGHT EXT. (+)1 INT. (-) WIDTH HEIGHT EXT. (+) INT. (-) By'kuraray America, Inc.' By 'Kuraroy America, Inc.' IX m 2/6 75.0 1 85.0 2/6 100.0 I 140.0 5/0 6/8 75.0 75.0 3/16'HEAT SIREN.° GLASS x3/16"HEAT STREN'D GLASS 0 U . 3/6 ® 75* =5.0 3/0 6/8 100.0 140.0 6/4 75.0 75.0 W h'C V 5.0 i 85.0 3/3 100.0 140.0 5/0 7/0 75.0 75.0 I 0 i y u HTb. 2/6 75.0 . 85.0 2/6 100.0 140.0 I 6/4 75.0 75,0 C o J. SILICONE w SILICONE �N I o 3/0 7/0 75.0 I 85.0 3/0 7/0 100.0 140.0 I 5/0 75.0 _ 75.0_ t GE SCS 2800 t GE SCS 2800 I D Li , 3/6 75.0 85.0 3/3 100.0 140.0 6/4 B/1 75.0 � 75.0 Z N ) SILGLAZE II N 1 SILGLAZE II I Z C N Y m 2/6 75.0 85.0 2/6 100.0 140.0 LOADS SHOWN ABOVE ARE FOR ;a to ' + I o r;i 3/0 8/0 75.0 85.0 3/0 8/0 100.0 140.0 INSTALLATIONS WHERE WATER INFILTRATION \cv Q I U W d e RESISTANCE IS NOT REQUIRED. Ip tD Z "� 3/6 75.0 85.0 3/3 100.0 140.0 LIMR EXTERIOR+ LOADS TO 48 PSF 4111, 1i ,� O z ADOORS APPROVED FOR INSTALLATIONS DOORS APPROVED FOR INSTALLATIONS FOR INSTALLATIO S WHERE WATER ,.-�. ' I ,�I' D 0 0.9 WHERE WATER INFILTRATION RESISTANCE WHERE WATER INFILTRATION RESISTANCE INFILTRATION RESISTANCE IS REQUIRED. /J 1■1.1N O - IS REQUIRED. IS REQUIRED. '+ZTZ;yit. ...6.-. .'...,' / Q W 0 g '��1=p / �.._. I _ S SING_LE_DOOG��• (OPTION .I.00JKS S_INGI,F DOORS; (OPTION #2) _LOCKS DOUBLE DOORS: (OPTION #2) 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE ' ANUALLY OPERATED FLUSH BOLTS AT A TIVE LEAPGLASS TYPE 'B' ' 36" FROM BOTTOM, KEY OPERATED ON P AND BOTTOM OF ACTIVE LEAF PART#02181 �� `� MANUALLY OPERATED FLUSH BOLTS AT oRODUCI'6LEVIS£N 9 • C 8- 10R AND THUMB TURN ON INTERIOR. ATTACHED WITH (4) #10 X 1-1/2"EMS. GLAZING OPTIONS TOP AND BOTTOM OF ACTIVE LEAF PART#02181 uawsplyfaAwith the F'aalth c R $ STRI 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE ATTACHED WITH (4) #8 X 1-1/2"EMS. InddingCde 2 o 0 0% Acceptance No ••_.V ...11.4.4.3 n 1-1/4'X 1/4'X 16-1/4'LONG 36'FROM BOTTOM, KEY OPERATED ON EXTERIOR 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE E `d 0k D w a ATTACHED WITH (2) #8 X 3/4'SMS AND THUMB TURN ON INTERIOR. 36'FROM BOTTOM, KEY OPERATED ON EXTERIOR Nr��0utr 4 moa g STRIKE PLATE i AND THUMB TURN ON INTERIOR. kCI" 1•k.s("'",_\,_- 9 S S. S HINGES SINGLE DOORS. 1-1/4'X 1/4'X 16-1/4'LONG Watt. Produt1Coalwll • • ATTACHED WITH (2) #8 X 3/4'SUS I INACTIVE EAF NOTE: a. . TWO-HANGED COMB HING i GLASS CAPACITIES ON THIS SHEET ARE a,C P.=m EXTRUDED ALUMINUM BRIDGE 2 MANUALLY OPERATED CONCEALED FLUSH BOLTS AT a o n n n BY'GIESSE' HINGES SINGLE DOORS. TOP AND BOTTOM OF INACTIVE LEAF PART#02168 BASED ON ASTM E1300-09 (3 SEC. GUSTS) .9 a s s „g (5) PER LEAFTWO-HANDED COMB HIND ATTACHED WITH (4) #8 X 1-1/2"SMS. AND FLORIDA BUILDING COMMISSION �,c W AT 6', 12', 35', 63-1/2"AND DECLARATORY STATEMENT DCA05-DEC-219 " ' 92-1/2' FROM TOP OF DOOR EXTRBY UDED BRIDGE 2 HINGES DOUBLE DOORS: 11111,111 // ,Y -1 o I-1 (7)PER LEAF AT 7/0 AND 8/0 DOORS `\\1VIA�• ///i/ r t1 -I AT 3',9'AND 26-J 8' FROM TWO-HANDED COMB RING y� CENB ••_.® r ' TOP AND BOTTOM, ONE AT MIDSPAN EXBY RGIESSEALUMINUM BRIDGE 2 `-� I/ \ I \, F, (6) PER LEAF AT 6/8 DOORS (5) PER LEAF Gy N0 72 I , TOP AND BOTTOM6-3/8'FROM AT 6', 12', 35', 63-1/2'AND I-*: i' .*' '• IJ 92-1/2'FROM TOP OF DOOR * .-1 C o J ' 7,1 May 8,20180 r , d'0 .V ATE OF :!y Ono. NOTE:TOP AND BOTTOM FLUSH BOLTS MUST BE -- - ----- - - --- _ ---- -- 'i' �S•`•���0410>,`.• �\ � [drawing WO 1_ _--_ -ENGAGED DURING PERIODS OF HURRICANE WARNING. 7/YA#QNdA16,e1:,% ATT1I11,01. s. .T2 of 5 11014114 1BY TYPICAL ANCHORS I J a TYPICAL ANCHORS SEE ELEVATIONS x I TYPICAL ANCHORS WOOD BUCK FOR SPACING V SEE ELEVATIONS METAL SEE ELEVATIONS• STRUCTURE 3 FOR SPACING \ ( FOR SPACING Z ry 12 N E • .0 ST.. .fl .. IN' o r, 0 n F. ; 3 EDGE DIST. h 3°11 :.µ ... .. : d. ... .. EDGE DI14� c 1 Q L �'.SEDGE DIST. :•••1 v, :, U I I -� �G ry`� � C � Ilv.;�': 'll'?;TrE 0 N V_vA. w IJ I W i/0 g If I .. ■1. I-I NU t ■la FO n ® 0 U y 7- 8 ....._.-__ V 17 _N O SIN 011.0g -&c c $ L 13 TYPICAL ANCHORS, LL z N o ACCESS HOLES SEE ELEVATIONS O C I WITH PLUGS FOR SPACING d f0 D WOOD BUCKS AND METAL STRUCTURE NOT BY EUROTECH Q 2 1 E y TO SEE SEPARATE NOA MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND ,— ---� �__ .il I z i i it Kt!FOR TRANSDM TRANSFER THEM TO THE BUILDING STRUCTURE. -� n It ii IL RATING AND ETAILS g N I ! 123[__7LJUI_ _I o °°; i ii i4 TYPICAL ANCFIORS: SEE ELEV. FOR SPACING ec I�, I it II 4 DIA. ULTRACON BY 'ELCO' (Fu=177 KSI,Fy-155 KSIr OQ U M ,i L JI A J�--- INTO 2 La C M•• P'1 , I� 1-1 2" .. . - .ac• •• • • .••p HEAD/JAMBS) Z. Co u.)L. © V �1 THRU 1BY BUCKS INTO CONC. OR BLOCKS0 II .� jlj j1 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) n + 7 4 a u n� L I •" MIN. EMBED INTO BLOCKS JA,: I co O w m -i w _ z 5�:" o I 0 E' !I'I V �—I DIRECTLY INTO CONCRETE OR BLOCKS 3 0 4 Ij y ■�_I MIAMI-RADE COUNTY V) .L •ti x w OD APPROVED MULLION 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) S O • _ w, CI j:'i! SEE SEPARATE Non 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) ... c 1I x 1 al — (SEE Dp LIMIT NOTE IN SHEET 1) O Z O I I'11 114 SMS OR S F-DRILLING SCREWS (GRADE 2 CRS) m; 7 N v I i )0I ® \ INTO MIAMI-DADE COUNTY APPROVED MULLIONS <lW d.O n J jl `TYPICAL ANCHORS OR itji SEE ELEV. FOR SPACING ^—.----� ,I II INTO METAL STRUCTURES (HEAD/JAMBS) I!I , (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS 1'i' ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) ?'.e. 1 I; 0 r ii Y 1„. STEEL: 1/5" THK. MIN. (Fy = 36 KSI MIN.) 9 o 0 ►+.r� L. •AODUC i'REVISED (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) o..+ P.2 6 i 4. _I 1 m cmPh with tY•[To•N• o 5 o 0 b+h ipiyht 0 �� 11 •p3 CRfTICAL EDGE DISTANCE �k w #8 x 1/2"SMS M A iND6C`No ''^1`G INTO CONCRETE AND BLOCKS = 2-1/2" MIN. 1 g S 1IZ', 3"FROM ENDS E•pk•tle•Date �n. �l �" I \ INTO WOOD STRUCTURE = 1" MIN. AND 10"O.C. MAX. ` �..+. n O / P.-hi1.1 hvdlutC INTO METAL STRUCTURE 3/4" MIN. n 1� (4) #12 X 1"SMS WOOD AT HEAD OR JAMBS SG = 0.55 MIN. ^- - 0 0'',°,r 'e. AT 2"D.C. MAX. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. 'm v S gag, +=J_/VA AT CENTER OF SILL C-90 HOLLOW/FlLLED BLOCK AT JAMBS}'m = 2000 PSI MIN. Eg.o wI ® 4 ® REDD.AT `01-11� „ �..-,---2 I 5 DOUBLE(XX) DOORS „, P..N.lii•.1'))ii ® i .�' __ _ ONLY y ' �}G-NSF•:y� i\ 12 t 1 0 ti -q-,— . 11 , . o.70592 _ $ C.4 3 • T-7*i.1 \( u • J "T y8,20181--- ` .,. .r • MaI . EDGE DIST. :: (� „TATE OF .� ti drawing no. SEALANTS: ,.: ALL FRAME-AND-LEAF-CORNERS AND JOINTS SEALED'WITH '.i t•S' •s.•tS ��"-` W04 01 SEE ELEV. FOR SPACING =I ADSEL OR TEKNA 50729 SEALANTS. �1/�/�i�ONAL `)�� sheet 3 of 5) 1/4'MAX RI V. r SHIM SPACE 1/4' MAX. )a 1/4'MAX:• _ METAL SHIM m o SHIM tr `///�„.```� ^ STRUCTURE D1 0- ',1? 2' J (2) 88x3/4' u I / Fw til a I' � _ SMS \ -1� TSI CHORS __ ZOR WOOD BUC Q f '� 7 a .;i ,�1--� -'I FOR SPACING G_�--� -'WOOD STRUC E o o D`V-�j I V ACTIVE LEAF G�+ ® 1111 ,4TU111L cc c - i - .�. 0 UNC 411 -SLII Im W t 0 `TYPIC ) ' _ iir lima, w' u.Z n SEE I �� -I_. "„rz. si w'� o FOR SPACING A - J o V . p• ., ® EXTERIOR — ® TYPICAL ANCHORS Q W A . • 0I 7 .. D.L. OPG. ....... I 7/ I \ �..-Jf LOCKS FOR E SP LING .(-----11::" _ JLOCKS l SEE SHEET 2 / LEAF WIDTH SEE SHEET 2 ( o I- v o 42^ MAX. .. FRAME WIDTH °ADDUCE AEV19p31 p as anop171ng MAtief r*. O1 U a I W ro x 1 SINGLE DOOR buidiog Cade C •Acteptnntt No IF-• G1I/•U3 MIAMI-DADE COUNTY kap:rodeo Dure 6tin 1lei Z N0 2 0 , APPROVED MULLION O OCL;,. I,(�,s •w. SEE SEPARATE NOA �.l EXTERIOR 1/4'MAX. +`a+ Cooed W r o Woe' Product _ i LOCKS C/ SHIM '•p Er'-- T I 'I 0 SEE SHEET 2 1BY :3 O N o _—,_ 1 WOOD BUCK Z Il e T----------11 r-_-11 ._ .� ...._....'---t ..._.._ = =O G SEE SEPARATE NOA q ACTIVE LEAF _�— IN-ACTIVE LEAF o _o` 1-FOR SIDELITE II I I I t Q • _ 3( 3 N o j RATING AND DETAILS 11 I ® I i1H. It e 1 �� ¢lW a•O L ,'r 11 1 iii I �I�� J'r=yiIIiII3 - I� - I� - - -b- III rd -iik. %ar 1:::, 110111,,.. "it. t a.� "-'-�JJ' r4:. 1 `to 0 QA itti L.J IP \ �- ._..in __,.� �' \1\\�r-r ',_EEICAL ELEV.NCHORS c«r N cc • ® _ j � .`..r• FOR SPACING aR P.E. ® I DLO. NPOa5 • 11 0 EXTERIOR %-� \`(2)#81..,- ___‘.5 3/a" a5-a,S- D.L OPG. J __ LEAF WIDTH __ a =I LEAF WIDTH ~~ in "'^'= 75-3/4'MAX. ' w V g nlrl e FRAME WIDTH c v 0141,. �c11111r41t t_ r: i DOUBLE DOOR \\\ i�6%.,. ? 7 ( 4tGEAS. •'9��i a •e I A ._/ I) a.70592 -_\ C I n i s t' �1 TE .1^1_ g jt :I I'{ May8,20181•� i---i = =,• :� - V STATE OF �!+ drawing no. 'e . ,!x0g�or,.�&-; W04-01� 'i;:e/Ci,e`19A-1 1�\\\\� (sheet 4.2L5 �a awl"r . it) (aM3t0-40M\ONv-dYtO3 .... ,� ttZo-0£9 (KO•x43 L965-0£9 (4S8}'t L 1]3F6 SIFU aorrvNy ON ei•el•aa A' i` --; O — ansa zaz lsae)xva ooTgrosz WOE) 131 1'EE£E Dp!�ol� ')lJDd puo�>fop ►►yy .OIL[IOL o1 U31VOdO 4.1'a-a 3 �I OfN7! +A9'IP42 J c C) 42 �✓ (arse 'N'P's} ELTE£Yaftlal3`tWtnW Soo ual y}Zi "3'N LO t' - JBl>toL o1 031tlodn 51-/VCO a 111 iy oaz311ns'3n18a.L3sNnsoaes •out sau}snpul yoa}oln3 13345 9+u 3ONVHO oN Zl•9Z•l0 O .1-.8/£:e�o�e ,•o O r, 1N3Wd013tBa tonnoua'$Sti33NION3 -♦ — UoIlduSsap RI a}op ou f l I �. e NOELV210dt10D booavr.A- v [('1'YV-1) 21004 3ONVLI1N3 JNIMSlf10 Y1f11V,L( suo�slna�1t to-st-lo :e10°!Jh 3 y� ___ Aii i; t;? 1:" 1 E---.81, -4 r, g ggi 1-,-: rt. -— A iliii:d-i -,4- -,„...*- 7. H:nI tit, ;t0 > n h . . T$ s \ •, €:18# Ill_k iiWas.„—..., _____ 2-•. -- Nraii-otm..miimw 1 \\\„\\ ,,,__,.. w - I-1— m _ w J O n U O 0% cc W Crill QU' O c• pV Z (/' 1 G I C N A ° v r w m 0 r ® G n ro I m F--- ... .4— ,--ra m „ Q—.s,, O--, i 4 I . N N „, ��' O, , . t3 — W ZL N La mT 4iii 7 o c o ( �..n I o I _ � �nt.r1TL1 i �J 0 1/4/2018 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/28/2017 Date Validated 09/29/2017 Date Pending FBC Approval 10/02/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 11103.1 SGD-8900 PVC Sliding Glass Door. SGD-8900 PVC Sliding Glass Door. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL11103 R3 II CWS-298C.odf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+60/-60 Evaluation Reports Other:Large Missile,DP= +/-60 psf,Max. panel size 4'x 8'. FL11103 R3 AE EvalReport298C.pdf Config. include OXXO,OXO,OX,XO. Glass complies to ASTM Created by Independent Third Party: Yes E1300-04. i Back {Next Contact U6::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an M/EEO employer.Copyright 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 mall.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 far 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 available to the public.To determine if you are a licensee under Chapter 455,F.S., please click tars,_. Product Approval Accepts: `� eClieck :ate Credit Card_ Safe secu rityM ETRICS' https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgttaGslp3GvutOCRBKBPq%2fDeme022TXmED%2fdomMlgZbLg%3d%3d 2/2 URNER 1239 Jabara Ave. North Port, FL 34288 ENGINEERING & Ph. 941-380-1574: CONSULTING, INC. FBPE C.O.A. #29779' Evaluation Report 298C August 28, 20171, Product Description: Series 8900 PVC Sliding Glass Door, LM Impact,4'x8' nominal panel size max. Manufacturer: Custom Window Systems, Inc. 1900 SW 44th 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 6th Edition(2017)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A. Turner,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-298C, signed and sealed by Lucas A. Turner,P.E. 3) Test Reports NCTL-210-3956-1 and-1A, 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- 2008, and ASTM E 1886/1996 2005 4) Supplemental Calcs. to support CWS-298C, signed and sealed by Lucas A. Turner,P.E. Installation: Units must be installed according to approval document CWS-298C. Limitations of Use: This product: • May be used in up to 48 7/8"x 93 1/2"panel sizes (96"max. door height), with glass types and max. glass daylight sizes as shown in CWS-298C • Achieves design pressures of+/-60 psf • Is Large Missile Impact Resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires Kuraray(Dupont) SentryGlas Interlayer per Miami-Dade NOA#14-0916.111 • Requires Quanex(Mikron) white rigid PVC framing per NOA#17-0206.101 1 I have evaluated the materials in these NOAs and find that they comply with the requirements of the 6th Ed. (2017)Florida Building Code for use in this product. 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 or distributing 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 in any other entity involved in the testing or approval process of this product. tossisffirits%%S FZW 0 � + ilt .,pig 01. Lucas =- = No 58201 %s-'011 ' Turner =*' *+ 2017-08-30 ",:431. STATE OF �� 8/28/2017 ' 16:05+20:00 .Q.ct'• rs •' Lucas A. Turner, P.E. e . FL PE#58201 GENERAL NOTES: C%'�l,�}®�.eir SLIDING GLASS DOOR - IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO W N/DOOW�SYSTEMS COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION AND IS RATED FOR IMPACT USE IN WIND ZONE 4 AND HIGH VELOCITY 1900 SW 44TH AVE. HURRICANE ZONE(HVHZ)AREAS AS DEFINED IN ASTM E 1996 PER THE FBC. OCALA,FLORIDA 34474 f- 191 1/8" - W W W.CWS.CC 48 7/8" MAX UNIT WIDTH 2.GLAZING DETAIL:(SEE SHEET 2) PANEL WIDTH . -A 3.APPROVED CONFIGURATIONS:"OXXO","OXO","XO","OX' 8900 PVC l� ' /` SLIDING GLASS 41 3/4"-- 4.DESIGN PRESSURES: -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS DOOR-IMPACT 96" GLASS � TABLES ASTM E-1300-04e01/09. MAX ___DLO __ -- __ -i -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER UNIT INFILTRATION TEST PRESSURE,AND GLASS TABLES 4 Z ¢Z HEIGHT O I X X O ASTM E-1300-04e01/09. Z w w o ....(1)0.18 w 931/2" 86 3/8" 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE WALLATION DETAIL 0 Z u0j Z}}O m 00 HEIGHTMAX B GLASS B WIND LOAD DURATION FACTOR Cd 1 6DESIGN OF THIS PRODUCT.SEE T WAS USED 6 FOR TFOR WOOD ANCHOR Z Q i ¢~ 0_ PANEL DLO a l 0 CALCULATIONS. a U u)F O I-W a 6.PRODUCTS APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT Z O CD V uj Z D U- REQUIRED. ¢ z LL uj 0 0 o Z 1 ce ¢¢¢0FFF0- \/ / I \ 9 7.ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER.VENTS FULLY H 0 O >j 3 p 8 /� WELDED. K Z rn w N 0--"CO LLI 1"-- IX 0 5 CO 8.SERIES/MODEL DESIGNATION:SGD-8900. a _ o _� D: w ,m 96"14513/16• MAX UNIT WIDTH 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: a a o! �'a- MAX UNIT WIDTH 48 7/8, X=OPERABLE SASH,0=FIXED SASH. ,,,,un,,,r,,0FtEtiri rPANELWIDTH - PANEL WIDTH 10.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS. _`GPS NGE•NS G,P*i,,' I 11.EXTERNAL WEEP SLOT=1/4 x 1"LOCATED 4"FROM BOTH ENDS. No 58201 •"t.'S —41 3/4" 96 GLASS GLASSL - 96" ___DLO __ -_ MAX _^ DLO _ __ 9O. STATE OF "'U MAX UNIT UNIT HEIGHT • P. ?• t 4“ O R100�, HEIGHT ' ' �ks.. � N .... A; ... 931/2° D 663/8°0 X 0 931/2' MAX GLASS D MAX E 0 X E PANEL PANEL DLO �' _�. LucasTurne HEIGHT HEIGHT GLASS a r DLO 2017-09-22 z f C�C 1 12:26-04:00 9/22/2017 1 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND TABLE OF CONTENTS MAX. PANEL DESIGN PRESSURE ELEVATIONS CONFIG. MAX. UNIT SIZE IMPACT RATING GENERAL NOTES&ELEVATIONS 1 SIZE RATING DRAWN BY: DATE: SECTION VIEWS OXXO&GLAZING DETAIL 2 C X0 ) C 96”x 96"7 ADE 06/03/08 SECTION VIEWS OXO&XO 3 DWG#: REV.: EXTRUSIONS&B.O.M 4 OXO 145-13/16"x 96" 48-7/8"x 93-1/2" +/-60 PSF LARGE MISSILE IMPACT CWS-298 C -- ANCHOR SCHEDULE INSTALLATION DETAILS SOTE 6 —OXXO 191-1/8"x 96" — SCALE: SHEET 1:33.33 1 OF 6 0 e e o! �� � mow- 6 1 o 'wool:mit JD❑Pa 0 1 . ah ,ii t., nci.„_ _, , _,, , ,,,._. =... „.„.._.„=._ ,---V rmir i .11 Priaal=_ Wi LW e , 4E) ..: ■ 0., 1:4 Iii e Es trilD_' - - --- ,_,_,,=x_pu, ,_. ee6eeeoee W OD DO e g.0 ,,ie >a,. o [2110L g m 2 > Q � T� li s� z aM 'Q.9Q❑OCI❑Dn' 0 p H I� iu C D I_ � 1�cZ ZLLH,*Irir m{ �Il�.l 3:11- 1 e y it( I P pCr)�, I�_Tii i �l 15 X m7, -I M C'o o 141,E e V' PIM!!II Illi IL D 0 f — 1 1111\ c Ps0 p ', i e e AC - w =I ty�n firWk i t _.. _ t. r w _...1 � I I ':.."''' .=1. r.,.. ,r t, n, 1,. _ Him* W e m o m 01 °. m O T p c• I-- 0 1 O. ? fi 11 r ° N N sNss � _ m m F ��.-III'nn 1II m II 0 lini II 0 1 w m , 2ld❑I ln❑d , m * a° D f n -, ZO,, C ,,,Odd *.(V 1�i� PROPRIETARY AND CONFIDENTIAL (/� o Z N fn p i p-1 m 13 X ro D � O �' O r - S w ro m . o O 8 x=� 0) ..„4't.... ':.D s THE INFORMATION CONTAINED IN O G co .cis , S m Z A a-0 r_- D m4?�0 4 o(".7 THIS DRAWING IS THE SOLE X Z O < O v m i '' O:o n ....01.. PROPERTY OF CUSTOM WINDOW , O b x x m a 21-71 e °3 D�+ „` 7 3 F.3) m * m Z;rn SYSTEMS,INC.ANY 0 0 n D D ro 0 m p y -I- o m y I . ; r ;�� REPRODUCTION IN PART OR AS A V' ig_ y4. WHOLE WITHOUT THE WRITTEN D 5n y= • as I-n mn 0 D ye X 4=. m In ,���Q�tiFE 111,��,���, PERMISSION STEMS,NC IS PROHIBITED.WINDOW a 0 I WINDOW SYSTEMS_ 'I, 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CWS.CC ® m eeee� e ® 0 I em e ,IQ— __ rr��gfli 8900 PVC �i_wi �T ti *I `�al.- . ----� ' ' • ,� SLIDING GLASS ❑ I-,..., ... .,l • �� r al_,,tri - �� ■❑ DOOg.R-IMPACT ❑1 . J, 7 ii --r / , diP..=0 �■ip ..., , II / LB *1*. - \\ o❑ O 0o�00 •aa¢wOOx U UyF-VaF�a ❑ z—mzzFxm iia_ an a °z� ooLLZ > ¢30w-x0_ 0 0 0 ® . m . 0 m awi-1 �a��}o w. z OJU)H SECTION D-D a 1.) a x 0_ m cc =~D' w Cl)w a. I- D_ x a ,,,,PtSDRE W),,ii Gni �.' No 5E201 :13 m ® O ® �6 =b' * '�_ mm • - cQ __ i=i _ �I' Si 90.• STATE STATE OF ?4l ❑■ Iii---'' ir 1Inn111 III #�,is%ONA.- ,,,,, ❑� �- Com,.,\��, ,,,,,,,,,1«, --66 0 ==.-— T 1 —� aili,I_ --,\m6 um 11111-0 ,7: . ❑ o ;e� Com.\, _ .a 9/22/2017 51 1;0 LUCAS A.TURNER,P.E. !aa ,=„n FL PE#58201 1239 JABARA AVE. O ® m ® 0 0 m 0 NORTH PORT,FL 34288 PH.941-380-1574 SECTION E-E SHEET DESCRIPTION: SECTION VIEWS-OXO AND XO/OX DRAWN BY: DATE: NOTES; ADE 06/03/08 1.ITEMS NOT SHOWN FOR CLARITY:10,26-32 DWG#: REV.: 2.VERTICAL SECTION CAN BE SEEN ON SHEET 2. CWS-298 C - - - --- ---- - - - - -- - ---- SCALE: SHEET 1:2.63 3 OF 6 , PARTS LIST FRAME CONSTRUCTION ITEM PART NO.DESCRIPTION VENDOR MATERIAL 515/16• 1 H-6042 FRAME,MAIN,SGD MIKRON PVC ^ �{ 1 5/8' � � '� 2 S-6040 THRESHOLD/FILLER, SGD MIKRON PVC �1 I WINDOW SYSTEMS 3 S-1722 SUPPORT BLOCK,FIXED,SGD KEYMARK ALUM � y� � I 1900 SW 44TH AVE. 4 H-6059 PANEL TOP/BOTTOM RAIL, SGD MIKRON PVC 1 7/8° If 1q I 1/8^ 211/16' OCALA,FLORIDA 34474 5 H-6059 PANEL SIDE RAIL,SGD MIKRON PVC Boi(' r —1EI❑Ro� I 1/8° • WWW.CWS.CC _6 11-6033 PANEL,INTERLOCK,FIXED MIKRON PVC + Q I [—J L]L� L 7 H-6060 PANEL,INTERLOCK,OPERABLE MIKRON PVC PVC OUTER FRAME-6042 REINF.-1993 8900 PVC 8 H-6061 INTERLOCK,SNAP-ON MIKRON PVC 9 H-6043 ASTRAGAL,SGD, MIKRON PVC SLIDING GLASS 10 P-3142 ROLLER,TANDEM SULLIVAN STEEL —1 7/8"—.-1 1 7/8'—.-I 1 7/8"—0{ FRAME CORNERS DOOR-IMPACT 11 P-3342 SEAM SEALER,SM-5504 SCHNEE I SCREWED TOGETHER 1:10 12 _P-3039 SET.BLOCK,85 DUR.1/8"X7/8°X2" FRANK LOWE RUBBERCI ib-13 P-3438 SIKAFLEX552 OR PURFECT GLAZE"H" SIKA/HENKEL o VENT CONSTRUCTION K <W O 14 P-3429 WSTP.,0.270 X.187,BACK FINSEAL ULTRAFAB 0 5 z w uj 0 < O w 15 P-3539 #8 X3/4"QUAD PHILIPS,TEK FASTENAL ZINC w Z O z x t O atg3}OD im 16 P-3557 #10 x 2,HEXIEAD,TEK FASTENAL ZINC 3 9/16' 3 9116" 3 9/16° Ell D. F-w I- 2 x 17 P-3752 CAP PLUG,1/2°HOLE M&M NYLON --1/8' O O I-O a xWOO 18 P-3767 #10 X1"HEX WASHER HEAD,TEK FASTENAL ZINC O 0 co F-Z D.x a 19 P-3789 LOCK 8 HANDLE KIT,PVC,SGD AMESBURY STEEL 1/8' n 1/8. \ z 2 C7 U3_Z 1-U to 20 P-3792 3/4"KEEPER AMESBURY SS �� Q 1--20C1320,./)LL 2 O • 21 P-3793 MORTISE LOCK HS&D SS •IC] w 2 Q 0._,,_.),,,z . t 22 P-0136 #10 x 2,PAN HEAD PHIL,SMS FASTENAL STEEL PVC PNL INTERLOCK-6060 PVC PNL LOCKSTILE-6059 PVC PNL INTERLOCK-6033 VENTS FULLY WELDED W 0 O y p w m w 23 S-1775 REINFORCEMENT,ALUM.,PANEL KEYMARK ALUM LL01 O (AF- 24 H-1993 REINFORCEMENT,ALUM.,PANEL KEYMARK ALUM 1:10 a -z x w W 0- Q 0 r/) un-0 D.xR>- 25 P-4295 FOLD PANEL CLIP KEYMARK ALUM re w 3 w rn 26 5-1597 COVER,FIXED PANEL CLIP KEYMARK ALUM 112" 11/16'--- r D. F. a x a 27 S-1930 PANEL TRACK,ALUMINUM,SGD,SILL KEYMARK ALUM 2" I-21/16^ I ,,,,au,,,,rp� _28 S-1726 REINFORCEMENT,ASTRAGAL,SGD KEYMARK ALUM Ie ,, NOREW X11 29 S-1737 HIGHRISE SILL,ALUMINUM KEYMARK ALUM © G�j Ful."_, ��� P°..°° rG �� 30 S-6037 GLAZING BEAD 1.00",SGD MIKRON PVC ,�•JGQ�,•��CENS�..�Q2��' 31 S-6041 TRACK,SCREEN,SGD MIKRON PVC 213/76• 11 :�, No 58201 t9 32 S-6046 SUPPORT WELD,SGD MIKRON PVC 33/16° 1/16• 31/16• 25/8° 115/16" 1/76, pro: * ,a; 33 GLASS(SEE SHEET 2) 1/8" 34 H-6044 SCREEN CHANNEL MIKRON PVC 6* 118° � •••STATE OF :�+/ 1/16' y......:4/4.4.4.: C� 35 S-6045 SCREEEN ADAPTOR MIKRON PVC + ��(� O R 1 Q ' 36 P-4278 WSTP.,0.2"X1,25"DUST PLUG ULTRAFAB I I ��'4S+ONA; a``�� 37 S-1764 SILL THRESHOLD COVER(8900) KEYMARK ALUM 38 P4366 WSTP.,1"X7.1"xo.r DUST PLUG ULTRAFAB PVC INTERLOCK SNAP-6061 FIXED PNL CLIP-4295 FIXED PNL COVER-1597 REINF.-1775 HIGHRISE-1737 39 P-3302 WSTP„0.330^X0.187"BACK FIN ULTRAFAB 211/16• —2• 40 P-4479 WEEP HOLE COVER SULLIVAN PVC 2 1/8" 3/4• 1/16' /Z 3 3/8" ® 1 3/8" r I 5/8° 1/2' ..I___ ae 1/16° 1311+6• �/ r e -———- °ov� I T� JJ�L 13 I/4" 9/22/2017 3/4' 3 1/16" ROLLER TRACK-1930 L 1/16" LUCAS A.TURNER,P.E. 09 G3j L J� -———- FL PE#58201 PVC SCREEN ADAPTOR-6045 SILL THRESH COVER-1764 1239 JABARA AVE. PVC WELD SUPPORT-6046 NORTH PORT,FL 34288 7/8• 2 7/16' PH.941-380-1574 2 3/16' SHEET DESORPTION: 5 1/16•OO d� 4 3/8' I 7/16• 5/8" 1 1/2.1 © 11II/4° © t t/a Pik i� © al s/16^ pi BOM AND EXTRUSIONS L1/16" Li1 1116" 1 118° 1/16" �� DRAWN BY: DATE: 118• �� 1/16° ADE 06/03/08 PVC SCREEN CHANNEL-6044 PVC TRACK FILLER-6040 FIXED PNL SUPPORT-1722 Dwc u: REV.: PVC SCREEN TRACK-6041 oo(�oo CWS-298 C -- ---PVC GLAZING-BEAD-6037 - - - PVC ASTRAGAL-6043 REINF.-1726 NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE SPECIFIED. SCALE: SHEET 1:2 4 OF 6 • 8"(TYP) CgL(gI '- j 6'MAX-- 12'MAX O.C. I I q"(TYP) I WINDOW SYSTEMS "IIS (TYP) I I (TYP1900 SW 44TH AVE. I I IIIIII I I I I I I I !I I I I I OCALA,FLORIDA 34474 -I\ - - - / \ \ / - WWW.CWS.CC s•MAX. I I 8900 PVC 18"MAX O.C. (TYP) SLIDING GLASS L_ _ DOOR-IMPACT F- az3 P ow0 awow w zoz O--! I - ceca z zw--g.- 20 o Oio r1-a U OUI-o.zar�- 1 ) _ o zQ 0ZUUz=UU I aW 2 Q3+OW0=0Z W 0 ECco0WcoW LL11)W _ a0 w�o X a. a F=- a L'W� a ,`,Pt10REtN;, / \ / / ���" No 58201 "'115 -*: * '*= I I V I I I I V I I I I I I I I I I I C,D" a: I I I 59"; STATE OF "4i: CHOR LAYOUT i�? <c O R 1 OW NOTES: ` ',4S+ORA/ORAL. 1.INSTALL TWO ANCHORS AT EACH LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2.SHIM AS REQ'D 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 CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 7 ..---- 3. 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 9/22/2017 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 BE LUCAS A.TURNER,P.E. PROTECTED TO PREVENT REACTION. FL PE#58201 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM 1239 JABARA AVE. SPECIFIED IN TABLE 1,SHEET 6. NORTH PORT,FL 34288 PH.941-380-1574 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. INSTALLATIONS SHEET DESCRPTION: TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF IX BUCKS ANCHOR SCHEDULE AND BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 2"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN BY: DATE: 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 TO THE STRUCTURE. ADE 06/03/08 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE 1,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG 6: REV.: 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION_ _ _ OF THE REFERENCE DOCUMENTS: CWS-298 C FMAIAAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS),FMANVDMA 250(BOX WINDOWS),FMA/AAMANVDMA 300(EXTERIOR DOORS). _ SCALE: SHEET 1:20 5 OF 6 TYPICAL HEAD ANCHORAGE �/]� 2 7/16"MIN. MIN.EDGE DIST. y Ifig ]likOM. iv" rl SEETABLE11/4°MAX SHIMWINDOW SYSTEMS INTERIORMIN.EMBEDMENT1900OCA A, 44TH AVE. 1 SEE TABLE 1 OCALA,FLORIDA 34474 1 www.cws.cc SEBSTRATE BY OTHERS SEE TABLE MIN. MENT ���7 /./.. $900PVCSEE TABLE 1 11LJPERIMETER SEALANT o�.IQ�.I Qlr P:I' SLIDING GLASS BY INSTALLER (6I 1/4'MAX SHIME / IDOOR-IMPACT INSIDE AND OUT OOT 2 7/16"MIN. IZOaUJF 0w0 awa0 INTERIOR n w zoz 2-�CINSTALLATION ANCHORI I j0 FW3}0 =o(JSEE TABLE 1 \� MIN.EDGEDIST. O O O w0 0 SEALANT BETWEENIr SEE TLE10 0 W I-Z D. y a- en SILL RISER AND FRAME / IZ 00U ujZ j0—IBY INSTALLER /\ + Q O O U-0 } a30WOF0-. , PERIMETER SEALANT BY INSTALLERp IINSIDE AND OUT Q z PERIMETER SEALANT r+I=i 11-lEI I'1`r SUBSTRATE BY OTHERS w O O D:N CI W CO W BY INSTALLER "� V. LL CI)w 0-"1"- INSIDE -to - INSIDE AND OUT SEE TABLE 1 a Z=a O'g) DO NOT COVER O w I-0 D-2 1>' WEEP HOLES VI OB HORIZONTAL SECTION K I-- a w m MIN.EMBEDMENT 6 TYPICAL JAMB ANCHORAGE O a SEE TABLE 1 SUBSTRATE BY OTHERS O,,t,ORE,!,+,,, SEE TABLE 1 - - PN.....,, TG•i�� INSTALLATION ANCHOR .� SEETABLEI :•'CEN 0 TWO ANCHORS PER GP.�.• 3S' I,y0 SEALANT UNDER SCREW 2 7/16" MIN.EDGE DIST. FIXED CLIP THROUGH No 58201 S HEAD BY INSTALLER SEE TABLE 1 PRE-DRILLED HOLES Z* * S OA VERTICAL SECTION 1/4"MAX SHIM 2-0= ; TYPICAL SILL ANCHORAGE y - FIXED PANEL X90 •.•<-,SOF .to MIN.EMBEDMENT 'i (p R 1,-.0•.,Z r SEE TABLE 1 �0i...iONA-%tO TABLE 1:APPROVED INSTALLATION FASTENERS ka— �/ FIXEDPANEL SU ANCHOR TYPE MIN. T. 12' _�LLLL]]]] EDGEE DIST. _LJ SEE TABLE 1 y _CONCRETE(2.0 KSI MIN.) 3/16"fTW TAPCON 1" 3" / 7 ❑ /// > ; CO 3/16"ELCO ULTRACON __ :1 HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 3" _11 9/22/2017 17 7!8' HOLLOW OR GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" MAX.O.C. •s" I�I� LUCAS A.TURNER,P.E. 2X MIN.SOUTHERN PINE(G=0.55) 3/16"MN TAPCON 1-3/8" 1" .I / FL PE#58201 2X MIN.SOUTHERN PINE(0=0.55) #10 WOOD SCREW 1-3/8" 1" > 1239 JABARPORT,FL VE. 34 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR ffW FULL THREAD FIXED PANEL CLIP11 NORTH PORT,-1 74288 7/16' CLIP ANCHORS MUST PH.941-380-1574 (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" II BE LOCATED A MINIMUM \� SHEET DESCRIPTION: 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD DISTANCE OF 3"AWAY I 1� 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16" FROM ANY MAIN FRAME ``Ql / GENERAL NOTES AND ANCHOR. ELEVATIONS FIXED PANEL CLIP ANCHORS INTO: CONCRETE(2.0 KSI MIN.)OR 3/16"fTW TAPCON 1" 3" INSTALLATION II DRAWN BY: DATE: HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) ANCHOR(TYP) O HORIZONTAL SECTION ADE 06/03/08 FIXED PANEL CLIP ANCHORS INTO: FIXED PANEL CLIP DETAIL 6 FIXED PANEL ANCHORAGE DWG N: REV.: CONCRETE(2.85 KSI MIN.)OR 3/16"ELCO ULTRACON 1-1/4" 2-1/2" CWS-298 C HOLLOW ORGROUT-FILLED CMU(ASTM C-90)- ---- — ------ - --__ - -- SCALE: SHEET NOTE:FIXED PANEL CLIP ANCHORS INTO WOOD OR METAL SHALL FOLLOW THE ANCHOR TYPE,MIN.EMBEDMENT AND MIN.EDGE DISTANCE LISTED IN TABLE 1. 1:2.67 6 OF 6