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ffl ASCE 7 Windspeed ASCE 7 Ground Snow Load A Related Resources Sponsors About ATC Contact . Search Results NEBHASA ZR M ' Query Date:Fri May 13 2016 . ylxt fr�rq F Latitude:27.3173 IfENTOCKY v[lot 4IK�' Longitude:-80.3473 0l(4 a to4tAi�vN SS NRfiT1i Dallas A nsstsaar sou�t+ Nt � � ASCE 7-10 Windspeeds £o canoura ; r r (3-sec peak gust in mph-): rexas 3kt ABaMA Risk Category I:147 c� Risk Category if:159 Risk Category 111-Iv:170 MRI'"10-Year 87 ` Y �r3 MRI—25-Year:107 MRI—60-Year:119 MRI-100-Year:131 s 4ulla * + x ASCE 7-05 Windspeed: M4A 139(3-sec peak gust in mph) ` RepLb1 ' �. � ` - ax � ASCE 7-93 Windspeed: ,� � �� -� t� �,� � �� � u ��-�°-� �.-��we,c 100(fastest mile in mph) c4atem � _ �""`��` � r"� x.�� � Carw'•ean ea �, ,� ��� �� � Miles per hour2. r �•4� "Mean Recurrence Interval �' 1��PBatad016C�gng(ettlCxt Users should consult with local building officials s� "'�•'''" - to determine if there are community-specific wind speed •• rz"�'' `, �'~ °- requirements that govern. [!;3PrintyourresultsLucie CkU,N�Y' FL; s� WINDSPEED WEBSITE DISCLAIMER While the information presented on this website is believed to be correct, ATC and its sponsors and contributors assume no responsibilit•,r.or liability for its accuracy.The material presented in the windspeed report should not be used or relied upon for any specific application.-without competent examination and verification of its accuracy,suitability and applicability by engineers or other licensed professionals. ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of pre required of such professionals in interpreting and applying the results of the windspeed report provided by this website.Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the goveming building code bodies responsible for building code approval and interpretation for the building site described by IatitudeAongitude location in the windspeed load report. Sponsored•by the 1?C Er det.mc,,!Fund gu2,iT�h„eygY_999nA•201 Redwood Shn•e�Pe kvey;h•4•�!T.Qedwoad City,Califomia 94065•(650)595-1542 �s. a�,•' x{O.s..&: .v,..tMM�.�.�}�3ie�.,�-urv3�,�ss�`..``�:tr�".�• ,;r;rso SCIS Home Lag In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FOC staff BCIS Site Map Links Search BusinesskO' Product Approval rofessi& k ". USER:Public User iI lRe ulation .rryrgw�ri Product_LRppro_val Menu>Product or Application Search>¢pplicatyor, PP ieation Di if FL# FL17234-R3 Application Type evlsron Code Version 2014 Application Status Approved �Appruved by DBPR.Approvals by DBPR shall be r4viewed and ratified by the POC and/or the Commission if necessary, Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 Ext 255 sbrooks@cws.cc Authorized Signature Stephen B s sbrooks@ . Technical Representative Erin Koss Address/Phone/Emall 1900 SW 44th Ave. C, Ocala,FL 34474 oe (352)368-6922 Ext 291 ekos'S@cws.cc Quality Assurance Representative lay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 jiathrop@cws.cc Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications,Inc. Validated By Steven M.Urich,PE Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA/I0I/I.S.2/A440 2008 ASTM E1300 2004 Equivalence of Product Standards Ck;,tified By PI'Vditt'Approval Me',-;"r,. i'ddiot.1 Upton A ' - Date Submitted 02/29/2016 Date Validated 02/29/2016 custom WINDOW SYSTEMS "Y:JohnWhigham Order 414194' 1900 S.W.44th Avenue.Ocala,FL 34474 Ph:352-366-6922 Fax 352-368-2928 Attention:jolin(_@sotTalum.com i FLORIDA tPRODUCTS, Order Date:4/26/2016 in 01 Cust PO#:Greg Sanders SHIP TO Ship Date:5/16/2016 4801 SOUTH US 1 4801 SOUTH US 1 Route:FtPrc- FT PIERCE,FL 34982 FT PIERCE,FL 34982 Job Name:email Ph:772 466-0913 Fax:772 466-1074 Ph.772 466-0913 Fax:772 466-1074 Drder Cust No.SOU700-1`3190 Item No.7 Qty:1 Model:610 SH-SH Color: WHITE Desc:610 Single Hung Twin DP:+50/-50,5 H1,FPA#5777.2,[FLANGE], [CAM-LOCK],Customer to field mull,Standard'7"Clip,WHITE FRAME,ARIA Dimensions n( MULLION,18 x16 Screen,STD HARDWARE >};, t a LOW E 366,Insulated,FLANGE TIP:74 1/8 x 501/2 A 72 7/8x491/4 ROLL FORMED Half Screen ACTUAL: SCREEN # AAMA Std.Gold Labeling =� [1-610-SH] WHITE,FPA#17234.1 DOES NOT MEET EGRESS [2-610-SH] WHITE, .r.> ,�" "rnU"' -`*r + .•sr" "' "�'' <5� u ��I .. � a£_ o.e •x.z. Item No.$ Qty:3 Model:610SH Color: WHITE Desc:610 Aria Series Single Hung DP:+50/-50,[FLANGE],[AUTO-LOCK],WHITE 1 8-A FRAME,18 x16 Screen Dimensions LOW E 366,Insulated,FLANGE ' a ei ROLL FORMED Half Screen TIP:37 x 50 112 a a! SCREEN ACTUAL:35 3/4 x 49 1/4 AAMA Std.Gold Labeling FPA#17234.1,WHITE '' '`--- - �� `M y DOES NOT MEET EGRESS, ' R Item No.9 Qty:1 Model:8100-SH Color: WHITE Desc:8100 SINGLE HUNG DP:+50/-50,[FLANGE],WHITE FRAME,18 x16 Screen ` LOW E 366/OBSCURE,Insulated Dimensions W/SCREW SUPPORTS,SCREEN yf C If t AAMA Std.Gold Labeling DLO:35 314 x 25 WHITE,FPA#4091.1,138-1007, TIP:37 z Z6 174 nth Sill Holes] DOES NOT MEET EGRESS, r c x° t`� zk'�»'& .. �.a.'"'.„m: ..�.. ", A '`S`z._..um, -ter... n1 s't" r.-„ {;";;`'. '»5, '„?? .`R�s `,.�r h.' ''a�a �.fif" "aa.z' t•r .—. ,. .�,.._ _ "'.:ra ...t4,.m:�,:::`.k a._ ?"�:� .'�` a w.� � �,.. r�.�a ,�... •,r,�c,.�w�r'-r.�.� ���.�}k '',�,� •��' . ... . .. .,arm cuk�tom WINDOW SYSTEMS By:John Whigham Order#: 414194 1900 S.W.44th Avenue.Ocala,FL 34474 Ph:352-368-6922 Fax:352-368-2928 Attention:johnc�✓rsoflalum.com ' a PRODUCTSALUMINUM Order Date:4/26/2016 Cust POd#:Greg Sanders OR ` SHIP TO Ship Date:5/16/2016 4801 SOUTH US 1 4801 SOUTH US I Route:FtPre- FT PIERCE,FL 34982 FT PIERCE,FL 34982 Job Name:email Ph:772 466-0913 Fax:772 466-1074 Ph:772 466-0913 Fax:772 466-1074 Order Cust No.SOU700-1`3190 item No.4 Qty:2 Model:610-SH Color: WHITE .; _A, Desc:610 Aria Series Single Hung DP:+50/-50,[FLANGE],[AUTO-LOCK],WHITE Dimensions i .1 FRAME,18 x16 Screen LOW E 366,Insulated,FLANGE ROLL.FORMED Half Screen TIP:37 x 38112 SCREEN ACTUAL:35 314 x 37114 AAMA Std.Gold Labeling . ... FPA#17234.1,WHITE DOES NOT MEET EGRESS, w +q EMMA— Item No.5 Qty:2 Model:610 SH-SH Calor: WHITE ; Desc:610 Single Hung Twin DP:+501-50,5 Hi,FPR#5777.2,[FLANGE], 1 [CAIat-LCC:y,Customer tU field mull,Standard"T"Cli-F;VA 11 T C�RAMJIE,Ara Dimensions _ MULLION,18 x16 Screen,STD HARDWARE LOW E 366,Insulated,FLANGE TIP:741/8x38114 ACTUAL:72 7/8 x 37 L -- _ ROLL FORMED Half Screen SCREEN AAMA Std.Gold Labeling WHITE,FPA#17234.1 DOES NOT MEET EGRESS [2-610-SH] WHITE, Item No.6 Qty:1 A Model:610 SH-SH Color: WHITE [Desc::610 Single Hung Twin DP+501-50,5 HI,FPR#5777.2,[FLANGE], '< g. [CAM-LOCK],Customer to field molt,Standard"T"Clip,WHITE FRAME,ARIA Dimensions MULLION,18 x16 Screen,STD HARDWARE LOW E 366,Insulated,FLANGE TIP:74118 x 63 ROLL 72 7/8 x 61 314 FORMED Half Screen SCREEN -, -' -- [fiAM.IA 31d.Gold Labeling .Ir`. � / [1-610-SHI 7 _ 1,: WHITE,FPA#17234.1 DOES NOT MEET EGRESS [2-610-SH] WHITE,..__wy n S � � SINGLE HUNG - NON-IMPACT GENERAL NOTES: (SHOWN W/DIFFERENT OPTIONS) I.THE PRODUCT SHOWN HEREIN IS DESIGNED AND WINDOW SYSTEMS MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION. 1900 SW 447H AVE. OCALA,FLORIDA 34474 2.GLAZING OPTIONS:(SEE SHEET 3) WWW.CWS.CC FLANG4 3"' 64 3/8* 3.CONFIGURATIONS:"01)(7. E WIDTH FLANGE WIDTH 610 PVC 4.DESIGN PRESSURE RATING(SEE SHEET 2): 53 va" 53 1/8" -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE SINGLE HUNG MAX UNIT WIDTH MAXUNITWIDTH AND GLASS TABLES ASTM E-1300-04. NON-IMPACT 0 49 1116" 49 1116* -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE, LASS DLO GLASS OLD WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1366-04, A 6.ANCHORAGE:THE 33 V3*16 STRESS INCREASE HAS NOT D. ZQ BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE . < SHEET 7 FOR ANCHOR DETAILS.WINDLOAD DURATION I I I I IN 5; FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR 2 M 2 77114' CALCULATIONS, A I w" FLANGE FLANGE HEIGHT0 (n HEIGHT 6-NOT APPROVED FOR IMPACT RESISTANCE.IMPACT L) z PROTECTIVE SYSTEM IS REQUIRED IN WIND BORNE 13 1 B DEBRIS REGION. 76* 1 0 GLASS OLD 2 > 34511 j U! MAX 6. UNIT G 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT LASS DLO j HEIGHT C 76* SEAM SEALANT USED AT FIXED MEETING RAIL AND JAMS. MAX 0 UNIT HEIGHT IL SERIES/MODEL DESIGNATION SH-610. I3 o W 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: < X-OPERABLE SASH,0=FIXED SASH 01co < 0 D 10,SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A 40141"Iff, 371/4 SIMILAR LOCATION. ' MAX 7 ADREVV�11,. SASH 30119, 27x+16 '0 .......... 11.EXTERNAL IN EEP SLOT 1/4 x 1-1/2"LOCATED S*FROM HEIGHT MAX DLO "'V.-Z., 34 SPIS' SASH BOTH ENDS. GLASS OLD HEIGHT No 58201 'P D f Lucas A.Tumer Z STATE C -02-23 I A V 2016 DF it 47'GLASS DLO 09:29-05:00 'J.- /ONA 49 'Sill. A MAX SASH WIDTH 4r GLASS DLO ORIEL 2/2312016 49 15/16" MAX SASH WIDTH LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941.380-1574 SHEET OESCRIP71ON: TABLE OF CONTENTS MAX. UNIT EXTERNAL GENERAL NOTES AND CONFfG, SIZE REINFORCEMENT DESIGN PRESSURE RATING IMPACT,RATING ELEVATIONS GENERAL NOTES&ELEVATIONS....,l _0_HrW_NBY DAT6: DP CHARTS................................. 2 EQUAL 37"x 76" NONE ADE 08109/14 SECTION QU_L---- -----_5EE�QMPA9ATIVE NONE-- .DWG/:ON VIEWS............................. 4 E A EXTRUSIONS&B.O.M.. ..S - 53-1/8"x 76" 2011 ANALYSIS CHART,SHEET 2 CWS-935 C ANCHOR SCHEDULE 5 HI ORIEL INSTALLATION DETAIL.......................7 ' SHEET ONLY REQUIRED WITH H-6137 FIXED MEETING RAIL&SCREW-ON INTERLOCK,S-2001-SEE SHEET 4 FOR DETAILS. 1;20 1 OF Design Pressures(PSF)for Equal Split Configuration with Glass Types A,B,C,or D Unit Unit Widths(in.) WINDOW Heights((n.) 23 1/2 27 1/2 29 1/2 31 1/2 35 1/2 39 1/2 41 1/2 43 1/2 47 1/2 51 1/2 53 1/8 VYINDDW SVSTEPIS 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75: +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0- OCA A,1900S44TH AVE. L CALFLORIDA 34474 39 1/2 750.0/as.o 750.0/as:o 750.0/as.o 750.0/as.6 750.0/-75.o 750.0 as.o. +50.0/as.0 +so.0/as.0 +50.0%as.0 +50.0/-75.0 +s0.o/as.0 www.OwS.Cc 41 1/2 +50.0%75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-73.1 43 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75:0 +50.0/-75.0 +50.0/-75.0 +50.0/-73.4 +50.0/-70.6 610 PVC 47 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-7S.0 +50.0/-75.0 +50.0/175.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-68.9 +50.0/-66.2 - SINGLE HUNG 1 1/ +50.0/-7.0 +50.0/-7S.o +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/as: +so:0/as.0 +50.0/a5.0 +50.0/-72.7 +50.0/-65.2 +50.0/-62.6 1 2 +50.0/=75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 750.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-71.0 +50.0/-63.6 +50.0/-61.0 NON-IMPACT 55 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-69.5 +50.0/-62.1 +SO.O/-59.5 59 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-66.8 +50.0/-59.5 +50.0/-57.0 �2 ! 1/2 +50.0/-75.0 +50.0/-72.9 +50.0%72.0 +50.0/-71.6 +50.0/-71.6 70'0/77M +50.0/-71.6 +50.0/-71.6 +50.0/-64.6 +50.0/-57.3 +50.0/-54.8 ~ 65 1/2 +50.0/-73.2 +50.0/-69.1 +50.0/-68.0 +50.0/-67.4 +50.0/-67.3 +50.0%67.3 +50.0/-67.3 +50.0/-67.3 +50.0/-63.6 +50.0/-56.4 +50.0/-53.9 o a o 0 67 1/2 +50.0/-69.8 +50.0/-65.6 +50.0/-64.4 +50.0/-63.7 +50.0%63.4 +50:0/-63.4 +50.0/-63.4 +50.0/-63.4 +50.0/-62.7 +50.0/-55.5 A+50.0/-51.5 } 71 1/2 +50.0/-64.0 +50.0/-59.7 +50.0/-58.3 +50.0/-;17 +50.0/-56.5 +50.0/-56.5 +50.0/-56.5 +50.0/-56.5 +50.0/-56.5 +50.0/-53.9 4 +50.0/-59.9 +50.0/-55.6 +50.0/-54.1 +50.0/-53.0 +50.0/-51.8 +50.0- .7 +50.0/-51.7 +50.0/-51.7 +50.0/-51.7 +50.0/-51.7 o ZO +5.0/-58. +50.054. +50.0/-52.6 +50.0/-51.5 +50.0%50.2 +0.0/-50.0' +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 o m I, NZW Q [ a- w , 2 IW- m Design Pressures(PSF)for Oriel Configuration with Glass Types A,B,C,or D in the Sash,and Glass Types C or D in the Fixed a cUnit Unit Widths(in.) a Z n o Heights(in.) 23 1/2 27 1/2 29 1/2 31 1/2 35 1/2 39 1/2 41 1/2 43 1/2 47 1/2 51 1/2 53 1/8 Ulm Q Z 35 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +s0.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 39 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-74.1 « %�. """pfrr4 41 1/2 +50.o/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-74.2 +50.0/-71.3 �O�g P;N.... E Nw TG��i6 43 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-71.6 +SO.o/-68.9 VP;•v� S�t•.•'Qt,�G 47 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50,0/-75.0 +50.0/-74.8 +SD.O/-67.2 +50.0/-64.6 !• No 58201 51 1/2 +50.0/-69.0 +50.0/-68.4 +50.0/-68.4 +50.0/-68.4 +50.0/-68.1 +50.0/-67.4 +50.0/-67.4 +50.0/-67.4 +50.0/-67.4 +50.0/-63.6 +50.0/-61.1 + •* 53 1/2 +50.0/-64.4 +50.0/-63.4 +50.0/-63.4 +50.0/-63.4 +50.0/-62.4 +50.0/-61.2 +50.0/-61.1 +50.0/-61.1 +50.0/-61.1 +50.0/-61.1 +50.0/-59.5 %'P; STATE OF t�4r� OR 63 1/2 +50.0/-52.5 +50.0/-50.4 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 ,O�SS�ONA 65 1/2 +50.0/-52.5 +50.0/-50.4 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 67 1/2 +50.0/-52.5 +50.0/-50.4 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +so.o/-so.O +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 71 1/2 +50.0/-52.5 +50.0/-50.4 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +so.o/-so.o +so.o/-s0.o +50.0/-50.0 +50.0/-50.0 A.TU 015 74 3/4 750.0/-52.5 +50.0/-50.4 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +5o.0/-50.0 +50.0/-50.0 +50.0/-50.0 LUCAS A.TURNER,P.E. 76 +50.0/-52.5 +50.0/-50.4 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 FL A#58201 1239 JABARA AVE. _ NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: DESIGN PRESSURE CHARTS DRAWN BY: DATE: ADE 08/09/14 NOTE: CWS-935 C IF SIZE INTENDED IS NOT SHOWN,USE NEXT LARGER SIZE. .. scAIE: SHEET. - 1:1 20F7 ITEM PART DESCRIPTION MATERIAL VENDOR 31/2" � FRAME CORNER CONSTRUCTION 1 H-6125 HEAD OUTERFRAME PVC ATN 37/16' (l )-J/l((977//nrjfm'L/af/� ! 9/16"-1 1 3/16" tV(51S'h11lYl1UJJuu•IL](\�,��(J�/ 2 H-6125 JAMBS OUTERFRAME PVC ATN WINDOA1 SYSTEMS 3 H-6126 SI OUTERFRAME PVC ATN ❑ 1 2 1 1900 SW 44TH AVE. 4 H-6132 SASH SIDE RAIL PVC ATN 21/16" ❑�� 23/8' WWW. FLORIDA 5 H-6136 SASH BOTTOM RAIL PVC ATN _ 1116' WWW.CWS.CC 6 H16137 FIXED MEETING RAIL PVC ATN 1/16" 1/16 9n6• pa 3 ne REINF.SSR HD 7 W6138 SASH TOP RAIL PVC ATN D p S-2006 8 5-6341 GLAZING BEAD PVC ATN I CORNER WELD (ALL SIDES) 610 PVC 9 S-6142 SASH STOP Pvc ATN ° y4. SINGLE HUNG 30 5-614-1 SCREEN ADAPTOR PVC ATN o NON-IMPACT 11 P-5085 WSTP OWN BULBVINYL AMESBURY 13/16" 12 P-SOBfi WSTP,OLON BULB VINYL AMFSBURYPVC FRAME HEAD&JAMB PVC FRAME SILL 13 BALANCERS-CONSTANT FORCE RT 562 CALDWELL H-6125 —.050' m m I H-6126 o'n n ui 14 P-5392 SASHTILTIATCH NYLON CALDWELL INTERLOCK �� ~ c7 c�m 15 P-5393 PIVOT CARRIER NYLON CALDWELL - S•2001 0 � o ❑ 16 P-5396 PIVOT BAR SS CALDWELL 5116" 13/8' 314' Y 17 P•3515#8x58PHI LFLAT WHITE SMS STEEL FASTENAL a 'FIXED MEETING RAILSTEEL UJ,W w m 19 P3028 SETTI NG BLOCK18 P4146 198 X 314 PHI L �Ttek RUBBER FRANK LOAWE 15/16' 050' 9 5 1/1610 SCREWOUTERFRAMEED R WITH z 20 5-2001 INTERLOCK RAIL ALUM ASCEND L -074° 1:6 21 S-2006 REINF,SASH SIDE RAIL HD ALUM ASCEND PVC GLAZING BEAD > PVC SASH STOP PVC SCREEN ADAPTOR m wZ> 22 S-2007 REINF,BOTTOM RAIL ALUM ASCEND S-6141 S-6138 S-6143 jJ ¢ O Q 23 5-2008 REINF FMR ALUM ASCENDwo 24 S-2009 REINFTOP RAIL ALUM I ASCEND 2 118"--{ -•-17/16" -117/16' Q w 25 5-2011 REINF EXTERNAL ALUM ASCEND 1 7/16" �"{ 6 7 a 3 o LU 26 P-5388 LOCKS NYLON LAWRENCE q I 5 ❑ w a W 27 P-5389 KEEPERS NYLON LAWRENCE a z 0 1 7/16' 1 7I16' 17/8 1 7/16' 1116' U im a O 28 P4779 WEEP COVER NYLON M&M 1116' I 1/76" I Z 29 P-5397 FMR ENDCAP NYLON M&M L J�� 30 P-5400 COVER,FMRREINF. PVC TEAM PLASTICS J`PVIOREW`T2i,� 31 HOTMELT SILICONE TRUSEAL PVC SIDE RAIL PVC SASH BTM RAIL PVC SASH FMR PVC SASH TOP RAIL F". �GENS•••.'P . 32 P-3305 WSTP--270 X 187 SOFT TOUCH FIN ULTRAFABV H-6132 H-6136 H-6137 H-6138 JD'•S' F ••,Y��� 33 P-5425 WSTP.200 X 5/8"%5/8"DUST PLUG ULTRAFAB v 7 No 58201 34 P-5390 HOLE PLUG NYLON 15/16- - 35 GLASS SEE SHEET 13/16"1 9/16° 9/16" I-•13/16"1�y ^� y t,,]]iL��- �•A * •1�± 9/16" LI I -�- ~GlL---x`-5'1 36 P-4638#8X2-12 PHI L TRUSS tek STEEL FASTENAL �'S1 STATE OF 37 P-3218 SCREEN FRAME ALUM FIA SCREEN 22 3 4 7/e 1/e• ya,�•:,�(D tpQ:'\2�� 38 P-4754 SCREEN CORNER KEY NYLON FLA SCREEN 1/16" Try 6' 1/16 yiFss/0 ..•..���'�S� 39 P-3228 SCREENSPUNE DAPA REINF.BTM RAIL REINF.FMR REINF.TOP RAIL REINF.EXTERNAL y� NA4 40 P-3029 SCREEN LIFTS SUMMIT Ig111L1EN 5-2007 5-2008 S-2009 S-2071 41 P-3033 SCREEN SPRINGS - FLASCREEN y_-7- 42 BALANCERS-CONSTANT FORCE RT 880 2/23/2016 3 7/16" t 11116 43 H-6157 HO FIXED MEETING RAIL PVC VISION 44 H-6193 UNI-FRAME 880 BALANCERS PVC VISION LUCAS A.TURNER,P.E. . - � �---I � �f S/ts•-1 FL PE#58201 45 H-2115 REINF HD FMR ALUM KEYMARK 44 1239 JABARA AVE. 46 S-6216 UNI-FRAME SILL POCKET INSERT PVC VISION 21/16• 46 21/8• 43 45 NORTH PORT,FL 34288 47 5-6217 UNI-FRAME SCREENBETAINER PVC VISION .� 1116" 11/8• -1/16' L& �0 13if6 _ PH.941-380-1574 L 1/16' 48 P-3783 LOCKS,IMPACT STEEL INTERLOCK 39116' (1 1 SHEET DESCRIPTION: 49 P-3784 KEEPERS IMPACT STEEL INTERLOCK pQ❑�� 1/16' LE PVC SILL POCKET INSERT REINF.HD FMR 5-6216 PVC HD FMR H_2115 80M AND EXTRUSIONS H-6157 6005A-T5 DRAWN BV: GATE: Sta a7 ADE 08/09/14 ,PVGF.RAME-. -J-� - - H-6193 7/16' CWS-935 C SCALE: SHEET NOTE:ALL EXTRUSIONS ARE ALUM.6063-T6 UNLESS OTHERWISE NOTED. PVC SCREEN RETAINER 1:2 5 OF 7 S-6217 1 MIN.EMBEDMENT SUBSTRATEQp��.® •fin ` TYPICAL HEAD ANCHORAGE SEE TABLE 1 BY OTHERS WINDOW SYSTEMS SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE MIN.EDGE DIST. 1/4'WSHIM 1900 SW 44TH AVE. Y OTHER SEE TABLE 1 SEE TABLE 1 SEE TABLE I OCALA,FLORIDA 34474 1/aot WWW.CWS.CC i SUBSTRATE BY OTHERS MIN.EDGE DIST. SEE TABLE 1 SEE TABLE 1 MIN.EMBEDMENT 610 PVC PERIMETER SEALANT SEE TABLE INSTALLATION ANCHOSINGLE HUNG BY INSTALLER SEE TABLE 1 INSIDE AND OUT 0 S E TABLE I NON-IMPACT SEALANT BEHIND FLANGE BY INSTALLER 1/4°MAX SHIM PERIMETER SEALANTETER BEALANTBY INSTALLERSTALLER INSIDE AND OUT E AND OUT LINSTALLATION ANCHOR m SEE TABLE 1 w W w m AN3YINSBEHIND SEALANT BEHIND O Z FE BY INSTALLER FIN BY INSTALLER INSTALLATION ANCHOR C HORIZONTAL SECTION = LLm O SEE TABLE 1 HORIZONTAL SECTION �, y lq 7 TYPICAL JAMB ANCHORAGE �J TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION ¢ W cc A OUS DBL 1/4'BEAD OF SEALANT w ¢ u ~ PERIMETER @ ALL INDICATED Oo n w U ETWEEN FRAME AND SUBSTRATE w ¢ N LLER o w a w az 0 1/4'MAX.SHIMSEALANT BEHIND f«LOR�FLANGE BY INSTALLE �',� Q. 1'VPERIMETER SEALANTti58201BYINSTALLER No 56201INSIDE ANDOUTSUBSTRATE BY OTHE STATE OF �» SEE TABLE 1 A VERTICAL SECTION OOH. 4"; 7 NOPSILLLA ILL ANCORSREQUIRED ORAGEFS• O..l... � ��i�$fONA�����`� ID TABLE 1:APPROVED INSTALLATION FASTENERS ❑ 2/23/2016 FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. Q LUCAS A.TURNER,P.E. FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1. 1-1/8" FL PE#58201 FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2" PERIMETER SEALANT 1239 JABARA AVE. FLANGE CONCRETE(2.85 KSI MIN.) 3116"ELCO ULTRACON 1^ 1'• BY NSTALLER NORTH PORT,FL 34288 INSIDE AND OUT PH.941-380-1574 FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" D HORIZONTAL SECTION 7 BOX FRAME INSTALLATION OR311 ULTRACON SHEET DESCRIPTION: FLANGE 2X MIN.SOUTHERN PINE(G=0.55) ITW 1-3/8" 7/8" SIMILAR FOR SILL AND JAMBS FOR BOX INSTALLATION OR ELCo LTAACON INSTALLATION DETAILS FLANGE 2XMIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" 16 GAUGE(0.060')MIN.STEEL SND #10-16 HILTI KWIK-FLEXOR RW FULL THREAD FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE: FLANGE 16 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0REA 7/16 UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 08/09/14 FLANGE 1/8":ALUM::(6063-T5:MIN.).OR - -_ --- ::_#10 GRADE:5:SELFJAPPING I ..__:FULL:THREAD.:, - :11s.— _MIN:1/4"FILLET OF CONSTRUCTION-GRADE-ADHESIVE CAULK IS APPLIED DwGm:_ ' REV;:�,, _- .- 1/8 STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-935 C FIN 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-1/2" 1/2" -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS 'WALE-' SHEET SHOWN FOR FLANGE WINDOWS. 1:2 701`7 NOTE:UNIF-FRAME OPTIONS NOT SHOWN. ' J •cy 4- "•�'=t'£t '' r fi y ats"`y." ° 211P. "" -i«r ^:i"`: �f3�n °; SCIS Home • Lag!n User Registration Hot Topics Submit Surcharge ?. Stats&Facts Publications - FBC Staff SCIS Site Map i Links Search J:. it 4a2. :}`: .. Susi nesc`'/,"1 APPOVaIProfess! QO Product Public User . Reooulatbtl Product Aparoval Menu>Product or Application Search>Agp9cafian List>A • �r���� FL# FL194-R3 I. 2 azo Application Type .Code Version 72oP'P14,-',' yApplication Statused }, Comments Archived Product Manufacturer Eastern Metal Supply Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (800)432-2204 frodriguez@easternmetal.com Authorized Signature Bill Feeley lrodriguez@eastemmetal.com Technical Representative 'C.9{CCfstt$'j�S- Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Storm Panels 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 Walter A.Tillit,Jr Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By Frank L.Bennardo,P.E. Validation Checklist-Hardcopy Received Certificate of Independence EL 1964 R3 I. 2INPANELSCI pdf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D rENER41 NGiF4 •.... 1.STORM PANEL SHOWN ON.DDS PRODUCT.EVALUATION DOCUMENT((P.E.D.)HAS BEEN VERIFIED FOR COMPLIANCE IN NOTES: ACCORDANCE WITH*THE 2014'(5th'EDITION)OF THE FLORIDA BUILDING CODE,THIS STORM•RANEL SMALL j34j BE.INSTALLEO.AT HIGH VELOCITY HURRICANE ZONES(MIAMI—aADE/BROWARD COUNTIES). 0.1)MINIMUM EMBEDMENT OF TAPCON ANCHORS,S.G.TAPCONS,ELCO PANELMATE,ELCO TVAS. " INTO THE CONCRETE BLOCK UNIT SHALL BE 1 1/4". DESIGN WIG WADS SR•V,L DE-OETER MINED AS PER SECTION 1609 OF THE-ABOVE MENTIONED CQDE•. r'� B.2)—3/4"0' SOLID SET ANCHORS SHALL BE•ENTERILY EMBEDDED INTO THE CONCRETE BLOCK UNH ' �a�'• J FOR A WIND SPEED AS REQUIRED ELY THE JURISDICTION WWERE TINESE SHUTTERS WILL BE INSTALLED AND NO EMBEDMENT INTO STUCCO SHAU.BE PERMITTED. •'.:.:,_ :�J L FOR'A DIRECIIONAUIY FACTOR Kd-0.85,USING ASCE 7-10 FOR INSTALLATIONS UNDER 2014'fBC AND SMALL 1/4'0-20 SCREWS USED SHALL BE 1 1/2"LONG MINIMUM 5HOUL0 STUCCO EXIST,AND 1"MINIMUM FOR WALLS `:. •C7 Cl is NOT EXCEED THE Mk*MUM(AS.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2 7..9 THRU 17. .. WITH NO STUCCO. - - IN ORDER TO 4FR THE ABOVE.CONOMON,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10" B3)iN CASE SHALL BE THAT PRECAST STONE.OR PRECAST CONCRETE PANELS BE FOUND ON THE 4dSTiNG WAt.i,ANCHORS �-:? SHALL BE FIRST' REDUCED SO AS.D.D€S;GN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER 70 ' •" ENOUGH TO REACH THE MAIN STRUCTURE 8Et1tH0 SUCH PANELS.ANCHORAGE Sftlill BE AS INDICATED,ON NOTES TO COMPARE THESE W/MA1L'(AS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2,7;9 THRU T7. IN RI)&8.2)ABOVE. J .. �•~� Q: IN ORDER TO VERIFY.THAT"C;CMPONEMS}N4 ANCHORS OR THIS P.E.O:AS TESTED WERE NOT OVER STRESSED.-A 33% • ' Uj'U INCREASE IN ALWWABLE STRESS FOR WIND LbADS WAS na USED IN THEIR ANALYSIS.A'DURATION'FACTOR CO-l.450 WAS (C) PERFORMED BEYOND ANY FIN SD FRAME MD MATER ASEE 7 WALL LAKE 6RCK VENEER,SHE SNCETS C010R ANY O ERS HSttKi BE J USED FOR VMFICA71ON OF FASTENERS IN WOOD. ~a J (D) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIRGATIONS OF THE ANCHOR'S STORM PANEL'S MEOUACT FOR IMPACT;AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECT10N ANCHORS SMA. 1609-1.2 BF.TS4I ;ABOVE MENTIONED L'OOF.-AT PER AMERICAN TEST LAB REPORTSMANUFAB 0321.Of—O5.B 0812.01--US AND B . 0119.01-06,PER ASTM E 1806-02,E-1996-G2 AND ASTM E-330 STANDARDS,OUAUT FOR WIND ZONES i,2 AND 3; MISSILE TYPE D(BASIC PROTECTION ONLY)AND FOR INSTALLATION AT NON ESSENTIAL-FACILITIES AS DEFINED BY SECTIONS, 82.1.1 AND 6.2.12 OF ASTM E 1995-02. 7.PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTIONS I THRU 13 , 2.ALL ALUMINUM SHEET METAL PANELS SHALL HAVE 5052—H32 OR 3QO4—H34 ALLOY.„ (SHEET 4 THRU 8)EXCEPT THAT HEhOFJtS 2,3.3A&4 SMALL NOT 8E USED. B.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS 3.ALL ALUMINUM EXTRUSIONS r BE ALUMINUM ASSOfiIARON,6063—T6 ALLOY&TEMPER UNLESS OTHERWISE NOTED. TO BE ATTACHED TO INSURE PROPER ANCHORAGE.THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE,BLOCK OR STORM PANEL COMPONENTS STUDDED PLATE AND(�S SNM CAP ARE PATENT PENDING. WOOD MANE BUILDINGS. 4.ALL SCREWS TO BE S(ANLESS STEEL 304 OR 316 ASI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER 9.THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS DIN 50018 W/50 Lai YIELD STRENGTH AND 90 kW TENSILE STRENGTH&SHALL COMPLY'W/FLORIDA BUILDING CODE CONTACT WITH THE BUILDING TO PREVENT WIND/RAN INTRUSION.CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL SECTION 2411.3.3.4. LENGTH. , S.'BOLTS TO-BE ASTM A-307 GALVANIZED STEEL OR ASI 304 SERIES STAINLESS STEEL,WITH 35 kW MINIMUM YIELD STRENGTH. 10. (a)THIS P.ED,PREPARED BY THIS ENGINEER 15 GENERIC AND DOES NOT PROWDE INFORMATION FOR A SITE SPECIFIC PROJECT;L.WHERE THE ME CONDITIONS DEVIATE FROM THE P.E.D. 6-ANCHORS TO WALL SHALL BE AS FOLLOWS:(UNLESS OTHERWISE NOTED) {b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS .. .... —1/4"0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W./SUILDOL PRODUCT,BASED ON THIS P.EQ.FRS3V7DETf HE/SHE DOES NOT DEVIATE FROM THE CONDDi0N5 DETALID ON THIS .. .. —1/4"0 S.G.L'VATETAPGONS A5 MARS MALE OR TVAS mAS MANUFA 'I 'I ON PRODUCTS. DOCUMENT,r•ONSTRUCTION SAFETY AT SITE 15 THE CONTRACTOR'S RESPONSIBILITY- '-1/4"0 XA3/44'SOLID SET ANCH�HOORS AS IMILOUIED BY AA L.POINTS SCREW. OBY ELCO N LLT do SPECIALTY COMPANY. (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. - NOTES: (d)SITE SPECIFIC PROJECTS'SMALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL AL1)MIND3UM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS AND S.G.TAPCONS IS 1`2i/4-;FOR ELCO BECOME THE ENGINEER OF RECORD(EO.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER PANEL,NATE AND ELCO NAS IS 2. USE OF THE P.E.D. ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER,SMALL ER SUBMIT TO THIS LATTER ,. AL2)3/40 SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE.NO•EMBEDMENT INTO THE SITE SPECIFIC DRAWINGS FOR RENEW, 570000 914L GC PERMITTEO- `" —1/4"0—20 SCREWS USED SHALL 13E 1 1/2"LONG MINIMUM SHOULD STUCCO.EXIST,AND 1"MINIMUM FOR (e)THIS REM SHALL-BEAR THE DATE-AND ORIGINAL SEAL AND St"TURE OF THE PROFESSIONAL ENGINEER OF ACCORD WALLS WITH NO STUCCO. THAT PREPARED O. AL3)INCASE THAT PRECASTSTONE,.PRECAST CONCRETE PANELS,OR PAVERS BE FOUND ON THE EXISIINO IWAlL OR11.SHUTTER MANUFACTURER'S LABEL SHALL.BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN .. FLOOR,'ANCHORS SHALT.BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS:ANCHORAGE ACCORDANCE WITH SECTION 171D.8.3 OF FLORIDA BUILDING CODE.ONE LABEL SHALL BE PLACED FOR EVERY ' SHALL BE AS INDICATED ON NOTES Ai)&AL2)ABOVE. OPENING.LABELING TO COMPLY Wt7FL SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE {8) TO EXISTING CONCRETE BLOCK WALL- -1/4'0 ALL-1/4"0 TAPCON ANCHORS AS MANUFA.CTUREO BY I.T-W./SUILDEX. .. —1/60 S.C.TAPOONS AS,MANUFACTURED BY TRW`/BUILDER. . —1/4'0 PANEL MATES ANCHORS MALE OR TVAS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS..', THIS DRAWING SHALL`ONLY BE'USED 70 -1/4"0><3/4"'SOLID SET ANCHGRS,As DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY.COMPANY. OBTAIN AWINGPERMS A THE STATE OF FLORIDA .,\atER A. ""- z``c�Q""_,;.'. S,-.. - __ _ FLORIDA BUILDING CODE(Non High Velocity Hurrtdand Zone) ' F oasis DCIEr. ^ 0.050" BERTHA ALUMINUM STORM PANEL s rrl: •NO,44167 (2,00" DEEP) — - N METAL SUPPLY INC �TGATTI _ �_ A iL1�CM _ IL E.0 EASTERN atm o _ - - EA C �• mow. , -- `.•d'��Iti�Ca "SN mom+-aos�yy ENGINEERING s�� E�' oa4MAS H ROW ARW INTO, INKIER W tl' �rqN Q2Y13 - riLr RIs ww. u wx iw P -aZw�F�(3arJ94r r7re. 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'R 4a/J". .'_' ... .A •6rF Km .95]'� j i_ e.575 t ` LAR(;f•'K&-HOLE(OPTION 1) ,,4MAL'KE1'HOLE COTION 2BOUND HOLE AT PANEL seg t`ttgtuW7,,��JJj/j • sem:414•-,• �E':v5•-,• ��.+�p1ZEH,�j�. KEY/ISE WASHER ©sTyDDED PLAT_E.� "i� 12 KEY H=AT PANEL .785• :' N0 F •.9=. 75, � k, —fi EA.... FLORIDA BUILDING CODon L�l'�tlXutricaue Zone) 050 BER ORM PANE.. ez9s m,sw.9c BERTHA 00" DEEP) � EX 0©SNAP CA1;SR/Q W/WING NUfCO STERN METAL SUPPLY INCIL E me DEWLCOMPONENTSIILUr n NO h ENGINEE7NNG COYPAN7 � g ( B17-6WACK FNGVC. 0 W,LLTEP.A TIWr P.E .. nORla4 I 44167 i I i i Z NUT'J.SO®SEF OR FICO mnb20 PANELU47E OR Sa TWINS COWCRVr' ... .. - O OR 1�T71 w/I/A,•I- 9DEWAtK,BOLT•DRO RIM. �- • Y` CONCRETE ANCHORS (SEE S m E a OCR wf 1J W/r/S%-10 TMAVASAD My 4+ OR So-DelcONS i. --- cent .�c (SEE SCHEDULE)` g U. '(BEE SCHEDULE F6R SRACGYC) 1 . \rPOURED CONCI&W 8 3 .. .. P,meo CDNCAEFE ED I REDU✓REO r•�11 1 17• I I,y d 1 REO71Y7ED—` 1 t POURED i C00?lE - AEOUeREO i 1 CO7Y(tEIE o i i ; AL7SY7NATC I' BLODYF#Git1 W 1 1 !LEO tOCATgM i 17EOU/NE0 i . i 4 Cont 8 Cont j Ca4'E%'EfE ANGT(64S 'pmDN It (3EE cxmuLc SECTI N 1 1 y 1 I N T N 7 T N I "T 7'ARn.SEPARA770N 1 ..�7'AFH.SEPARAAOH I 7D CLASS 1 �#"Din.SLPARAnON 1 PoUREp .I 1 1 ro OH455 i T Di i t W I TD&ASS j a 0-20 Fo i y NU/B 2 i d��I'SS BOL75 i 1 2' . i I i 4 t2 a a a 1 W/7/0'x J/J2• i 1 1 1 ; Cent PD o .. ti• .. I .. ..._ F T �. 7.7125' BLOCK WAU t 4 1 nG ////l/� e i - - #?Pl1LTIV l2 Z fYTUFi@ CDNCREtE 1 1• PoUR£D CQAYRE7E 7. SECTION SA RtVDRfD RED mm 1 t _71— Cc=7E A E" .. OONCRE7E lwcwa S SOt/O SEF OR Emob PAUEtA#AIE OR SG TAPCOM . " •.. .. (SEE SC7iIDUlE) S a ®W�^ Cow/1/4'I-2D StDEk',1X.1 OR a , .. ®OR(2 w/IJ w/1/4%-20 7RUSSNBIO BOLT++ . FM SPAVW) GfI(ING' ''FL R MOUNTING RECT WALL STALLATION CEILING BE. FLOOR. MOUNTING r 1 &� 00 / i D/ MOUNTING IN (D_ M.) • 7•D;n.SEPARA`VON_ i 'INSTALLATION -- SECTION B JNST LATION SECTION 7 SECTION 8 scar:7/s�d r•' . t .7D cLAss , SCALE:1/2'+T' . '1 WING BIIY o, SCALE:1/2"-T" Emw SND O 12" 1 1.711' i �u._..__� ))// .. � t�Trttttp i .._ "' REaAREDcrnrcR£rE: i 1 r• � E a....� av ``t�t�R'Pii�J111j"'o . ' ' .,,,..,•. .� ..._,... .. ,.:-_ _ cavr�ETEAAr:NCva/ ,---�.D.-.� . ...,.. sxEErs 1 at ro m i p :\'\ .... �����, tsEE SdiEDiRF,7 •:a'` '":':r:• E,vs• _- . . .. .. .- �,,�;• \tl'. �' •: "fiUniGJ,3llitOn^IG CODE 'Non Htgh Velocity Hurricane.7one) ozas Tnrcco,uc ,050 BER ORM RR[ BUILD OUT &•'FL NOTE EOR coma mw o, SECnONS: N�G^'� A4#MN HY- OOR MOUNTING'•' ' _... T <..•--.- ._.._.�. ,__..: » wCO1F&HED UI .NOUNRNG SECRONS GN DE ••it �� + TH{2,Ap0UM E P) PANE pegrmsHrANrTNsrauTDN w- � oEASTERN METAL SUPPLY, INC SAM INSTALLATION SECTION 5 A' fE: E'CO'r�c: 42selvs7 atos . ~''y ittLi�P 1�.,� nun TemRD a cnclmmmND coDvaxr war PALO SE44% F' 15^045 . I srN=:t 2'.1' .. <R w\ ,$ ails xw som.A•A.bs,tiTaa[i orm�6,n.u,ta PAW'S`-i16T)3D-anI[FAY•{11r)81r-rF#s ' � °�'rP"SfC!PJN�•� •IT•. e,,,,T ORAWWO No .... I...... - .. .1/f7P.T##..illi.... %XM A.'adr'PE nomm tk.4S{87 sNf27' 1 OF l7 .. DWNG - - r- ,�,��T'�� AW. t/2" , BA1CK Y£ETJER .. rima �REIE�OCK a TO AWswn." litY - .. P£N(Tj ATpN TTt MAK J t/2' BRICK.A2ThtiR , s &2'TO CONCRETE. - -- CONCRETE BLOCK .. i az Ia CONCRETE.a .. . MURm.co'—E PAHELAAIE NAS ANCHORS OR I/4'q STEEL ANGfE'GN7E6 .I T/i YxS'liCO mole F4mm - . OR.CCYICRETE BLPpf TA-CONS OR 1/4'!OCO MALE AS APPWABLE POLIRm CONCRETE PANEEMW IVi15 axCN0.PS ORI 1 A SIM ANGLE 4mq. . WAU REDUL4EO a .PANEEMATES(Ser%WfDTRE FOR SP OR O'WdtNtnETE BLOr.K / I I Ap' }' 'i iYAtt REW/Rm i I TAFCOPAT ES r%/'t EL[V:VAlr AS APPtIG4BLE . I T I I PANQMATEB(SEE SCHEDULE MR 5PAC/NG). I ]I ePaON st SECTION I 1 OPMN♦s SECTION Ito i r-, r• W.sEPAwnav , TO CUSS a i 1 w BRCK CS Z BAs¢G i '9 :. •r�"^.J: SS.BOLTS W/ § , t ...... S/J2' NUT W/NG.1 • T' I rza .. '• .' .. .. 2 6 O.o EDGE LBSTANCE ON r 71 ;,6PETtEBA/70N 70 I. D SRNG I .... . •.I GYINCRETE'BLaCYC .1 w g AS,_ I 1 ��- SIDE'..Is ARE VOW YFNOYr . i &2'W CbtK2?E'TE APPLICABLE NO7E fOR COb4MNATtON OP SEL'Rr/N5: NEW maim SCREW�ENCM. AS PPR NOTES A2&83{SHEET t) •i '' WALL/PT.QOR/COUNG ALOUNANG SECTIONS M BE 1F AS5 N-BOOS ARE I/2✓xl/tiTTGCK t:OM&WE0 w'ANY WAY T0,SWr ANY 1NSYALLATION. NBA*bACWwE SCREW w/ .. ___-__�.L___ _____ ___ _ _ _ _ _C 1 AS PER NOTES A2&EGT ...;....•.l£E7+fR ``\'t� � AAA K t .._ .,. FOURED CaRCRETE yAtsB-Ela?rt{{%dA OR CONCRETE BLOCK . . _.. . .� GLEN •.••$r " ' FLORIDA BUILDING CODE{Nan High Velocity Narriaanc Zaps) WALL REW/Rm PANELlA1r NAS.WC!!aF'OR'I/i'I' TAPCaW OR//4^s ELCO AMC - F oso,s M=.wa 0.050' BERTHA ALUMINUM STORM PANEL RA.L MELANIE$(SEE SCNEWLE FOR SAAQW), - :• OlAxrT[R: .^ METAL DEEP) nvls BUILD OU7 INSTd LATO - V o - _ M LY, INC!NC nE 4416 IG E c 4,mc. - , EASTERN BEST'14646s alm � fASTf - .. .;.�.... ., •C �' N•,t 1 .. %;y �`L`i� Yll11T TESEINO h ENa1NEERING COMPANY ( :r-mG 15-045 N.. ... ..:... r 5LAL£i ®-0008710'"'rt.,... ',n.•• wt..,..ry LjPARTNC ft ' .[I..0 uaorrcx WYc 4.x! 'tcaWG Yn W'T'T(.LORNA Lk.�18T E, s ata rr-nr r sNFEr 61 OF TT tl� POURED CONCRflE .. . 6OR 4Lr W/NUr g WASHER �COtKRETE 6LOFR p 72''O.G ' (SEOEC•$ '�^ '1 3/m, CONCRETE ANCHORS. 2500'AV Cont. !- EVERY$T UD ' NN/RED CONCRETE ®I2-a a " .. . • _ ..a 072"O.C. CUT YhYD. Osw R C AICR BLOCK —�,... WALL REOMMIT I ' !'Yin. I POURED ED. 9 - /—CONORnr ANCHORS . CONCRETE f 12"6.a I . " kEv'UINED_ 2'x 2'x.055'TO ALJERNI7E ifG LOCA7ON 2'x 5'x.055'Cont Nc ANOYE W . N T Sao*3705-NISI SHEET . ••.: 2'-r'4'x'.r25' METAL Alum.BERT PULE 37a5-H14 OR 6057-16 ALLOY O-C AUun.ANGLE "L "Mtn S movix KAN or'".... _ . 4SE lanj CASE 'C (Plan) . I. SCALE 1/4'•.'iSCALE 114'- 1' - _ e.X"093'5105 H-14 OR 60 -M ALLOY Cont Num.ANGLE M7W ANCHOR'S 0 12'a G I TIS'x JIJ2' 4 - 1.0(00' - W/NG NU7 b HNLF Pl4lGS -}L. 0 TV y .. CONOTOr VARIES 3'y, $ O CONCRETE 810CX ' LOCO' - S1 Ii7URED 017E Yaw �•./I\ WALL REWMm v Cnnt• OR CONCRETE BLOCK LLfJ . - W � a R:ilt fiE 1REu" liil' JT71�7T ; l�TT77/�T CASE Q (Plan) POURED CIONCRE7E'' 1 i ° SC4 E.. 1/4'„1' . REQUIRED f co . .. .. < 3s _ lLD OUr DISTANCE . 90• L / B 4 •. ,, i �'^-THAGYS(7YF'j X BU !STAN CGUNC & FLOOR MOUNT/NG - INSTALLATION - SECTION 13 t 2•Y,,. ... - (SEE SCHEDULE ON ^. .••.. .• !2-0R Boit 3M NN OR BO57-7S ALLOY .. SHEET$9,1tl d•1I) .••. ,ACKNUr V_'M_ R 606 . ' NOTE FOR CONBINA7/pN OF S£CRONS: ' CASE B (Plan) CASE E (Flan) SCALE• 114•w 1' WAIIII''LOOVCE LMO MOUNBNG SECTIONS CAN BE •. •.SCALE- 0/4-_ I- COMBINED CLOSURES DETAILS COMBINED/N ANY WAY 70 SLIT ANY BSIAW770N. .. .. . C'. f'• .. '. . FLORIDA OUILOING CODE (Non High Velocity Hurrlcanelon9). V v ' o2as mrrw.me 0.050" BERTHA ALUMMUM STORM PANEL :. ` . .•- _ . _ - ..-..•: -.•. -. ...- _.. _ i_......... EASTERN RNSUPPLY, N_C A._.m I168.jSr ROW MNE rn:7r TEnxG ENGINEERING 6OYPANY wu .._ ... vMM erAat 33w2 v 15.p45 .. ,.... �s?r•,,. Q, fu7„-.-, ry mm�,c�+a'Ir7a n ansa vHmHe{s6r)2as,-az6,x Ar.(ssUelr r7Je ,,�iesi•.�(r-'il{4}C• ,'��.,°+. '" -7006719' •aca.�v >w v.. avAw9+c Ha �x6i s�ClNd •G .y+q1 i�� ROMA w TED a TULR.H.,P.E. an n-ar +M SNEE7 B or n .L1 ttc.44/67 ,NAXIKWASD DESIGN PRESSURE RAZM fasl)AND CORRESPONDING jmz-r -w ANCHOR SPACING SCHEDULE FOR INSTALLATIONS DV CONCRETE AND CONCRETE BLOCXUCTURES ' :. .. 'Asn�. .. InurtY AtvinvsA4m Ia2 e n_=IM+. ' ' - ... •. YflrA42 ro 1nBurr Ytmlul aOn'10a:SA,mC A1R L 0.�])R"� �,� ...AwrArwma 6v4' AN6A'1R5:.. • PAr Fres- � �: .. p ) ArwAAWows s>AB.� snr9mv nvaAu><s ANGM11e IDa ,wr mlBvuml roNrtr.t(N . �Y'D(°''J..m owmr ro wmnar ro mame To ro Rasua:m cw.utlr ro Yamar tocw me tom' raves' mnm6 m.u9>wr nnr ro I,warre roYamwr m epame m Yimvxr ro mrnme ro w ar ro wane to wmrmr To mvsDe m wmvm' a tNw 12' WA •!T' W,, I=" WA l2' Ao WA - •WA 1-(IIW) WA 11• WA 11' WA II' WA 11' 'WA I(FOR) • 12" ._l' lY Iz' IS'- 12' I(BOOOU) Il' I' ry' II" Y 11'. T, I(QIIIDY) ... •. IS' 'WA - 12' - NIA . 12' WA 12' WA, 11' WA. 11' WA "11" 'WA J1' .-WA I!' WA 11' WA 1(IOP) . 9' Y - 9� 9' D' D' 9' D• B' + D' _2(BOnVY) d /• ..9' - 9• .9' 9• d r D• Y =(BOI ) WA 9'._ .NIA 9' WA e' WA 9' N/A SAI(W)-' - - 9' N/A 9" N/A WA 9" WA 9' WA 'y(I4°) . 9 _ .T 9' 9' 9" 9' 9' 9" d - -9' .J(BOBOfQ - - B• 9' 9' 9' 9• 9' Y 8' ," '.IY .]• 12" Ir: 12- 12' f2' r2' 12 12- 1(W)- I7• I• 11" 1r" W 11' ll' .r.. to __.. .. .. _ 12' Y 12' 12' I2• 12' f1' 12'- 12' .,12' I(B07IBi) - n' I', f1' II' II" rl' it" 1' )I• Y (Ba109) .. D� WA i 9" N/A 9' WA 9' WA. y::. Wp_ SAI(IDPJ - - .9' N/A 9' N/A 9' WA 9" WA a WA 5A(rOP) .. Id WA IT WA IT' WA lY WA- WA ..WA.' '5(BOInW) 5' B' r. NI 9- WA B" WA WA .WA 5(BaRJY) - _ r0 ..N/A 12' WA 12' WA )Y N/A WA -,N/A 6(n.W) - 9" NIA IB" WA 12• NIA 11' WA WA WA '.6 ow) •IBA,-I00 10' WA I1' WA 1=' NIA 12' N/A N/A tf/A B(9Of)p1), B'-0' - Ism-600 B N/A Y N/A. 9• AM 6' NIA N/A WA' 6(BOlID`0 a'-O' UP ro VP t35 604-w..0 I WA 12' WA 12" NO IT' WA WA ,WA ](NPJ ,JW wa-.900 5" WA Y N/A 9" NIA 8" WA WA WA 7(IOP) ' 10' WA IS' WA 12' NIA 1=' WA WA N/A 7(BOOOY) B• NIA 7' N A 9' / / WA 6" WA WA WA l(BBT10,) WA WA l2'.' f2" 12' IT" r2" 12" IY 1. 1.(IOP).. WA WA 12' 12' 11" 12' 12, 6" 12" 6' B(IOP) N/A WA II' 12" IS' 11' IY 1Y II II" B(B01/Ou) WA N/A Ia' 12' 12' 11' I?" 6" 12" 6 B(60TiW) . .. WA 'NIA 12' r1" 11' II" IT' ra" 11' 12'' 9(IDP) WA .'N/A 12" 12" 12' IT' 12' d 12" 6- 9(IOP) Y i2- Ir W 12• 12- -11" l2' -II" 9 e•-i7BEQ ❑" 1' II' II" Ir' ii' !!' Y 11 1" 9(DORW WA 1r WA 12" WA 12' NIA WA, NIA 10(rI '9" WA 10' W /Y N/A II' NIA WA WA 10(I4") r.. NIA ,6' WA 6' WA- WA )y':.. to.{60I-M)- .------ '6• WA G IA 6' WA 6" WA N/A WA 10(BOT;zw . B" Y WA 'WA WA WA 9' Y '9' Y 1)A(r0°) I .N/A WA N/A, NIA D' r 9' Y IIA-CW) .. 9" r WA NIA MIA WA 9' r 9" r -1I(WITOU) - 0' I' WA WA WA WA A' 7 9' Y II(BOIrOY) . 6• N/A. 6' WA 6' N/A 6• W NIA WA IJ(IG^) B' N/A B' N/A 61 WA B' WA WA WA 6• ..N/A B' NIA.. ., 8". WA 6" WA-. WA WA I!(60IroY)' B' N/A IS"' W 6' WA B' WA WA WA IS(BOND➢) ' ANCHORS lEC[HO . .YANyUII MOM SPAONG9 ARE VAUD 10R J 1/Y EDGE DLSTANC(,NR ED.LESS TRAIN 3'1/2• ANCHOR TYPE ARdlOR . .. •.. ,REDUCE ANCNBR SPAONC W WAYIPEWM SPACJNO S GGIAN yfHEOWE B]•TNE 10ILO81NC WTORS ' SPACING BE P ANGWR:DUCE . F; . S MI5 WNGJI -70'BE XBRAE REDUCED i AAN OB7NNED USNL^FACTOR SNNE NOf BE dPCON(RR10AR 0l7 SG)PANEJWI'E W!{YINEilN2.TAS 3' ' LESS REVI YIN/NUY SPAONC WOG1E0 TOR-GW AN,:N(Ai TIDE�Af ANCMORS IECIND. .. . ... FACTOR .. SOLD SEr OCflllE E D. .J^, _ TAlCON(RECUTAB) SG L/KYb1C PAA2EArAI1C OR PAM'1Af4I4'/VAS SOW SET • ._ _ _ Y .8B .75 .. 1)fT. - .71 30 ._ .. .;.. �t111ilit1tlW,ry! !1/1' _6,6 _ _ r '�I;;�::;.TI&(Ik -• -�-- FLORIDA BUILDING CODE (Non High Velocity Hueeleane Zone) . o2O15 m Eco,9m 0.050" BERTHA ALUMINUM STORM'PANEL' ra L (2.00" DEEP) • 'ww B,,. _ -SUPPLY,JmJEMI INCEASTERNMETA l5a=0rc4 5NROME=nln reNcowPAerDRAWING Ab ws nw.v6.94 a.am.w»w rAmlls.n v,6e vlAvrc(ser1209-B2Br•Far C56r�Ii rna WA nuB A.. Jr.,P. FLORIDA E . 'AAT 9'•... ,� naeiDAu..AAI,m �/I1r11111111111111 .. • r/i'�r�Pcros' 1/v r 7APt9Nsrp f/2 wR. //1-0 TAPCONs RIREADEB PFN&n0N nIRE10E0 PENE71811iON W/1 1/2'MW. ro EA]SNNc,W900 17APCOfW ID EX/SnNC NT/0D MR,PA'E7RARON HFABE1t(SEE SCNLDUtPJ ?E PEN -' xEADOE(SEE scxEDUIPJ m Exrsrwc wooD , niaFwm P[HE7RAnov _ ..._1 /IEAOER.(SEE suLEDUL£) .. .. .. EIPSNNC W000 ; /'Nn . i HFAOgL'(SEE,3LHmULEJ ' W. .' �.. • I Z/ - I �. OOO fiEWD? IW.i;RENDER ;'• 2 I • 1 ; Cmt I --('1� h I RmU/RfD 1 .;RMURm IW . ;W900 HFAOER , ;NCOD HFAOE77 ; 4 W . ,REDf/LPFD , IRETNJ4Pm , N —f•Nin. CLASS I I t I I, I 5 I TO CLASS 1 t ® rSEPAR4710N ; IPARMN I 1-ro G i OP770N ALTERNATIVE 3A i 1/1'0-20 III' rI . • HOLM 1i•GWr ur o�' i d w/1 1/3•-UK NM. % 7•Min. I Iz'O.C. ITIO/1 PII SEPARWOAF i 1 i a HEADER(SEE SCNEDUfE) COW.. 1-TO GLASS I ; I . r,vPWT - (OPEN p141NW+) • i»I i � ; i � �n •fit � B I/s'I rN5'aib I I a , 1 •—l�h 2 h W/1 ru"ED I XX.R7 aNNmm OT PULE ME SCFEWL0 .• ; i (�� ; i vv,, scrT70N®i1NCHOR wow 1.000•I - i 1 ��a B CbnL 01-7TON7/a'.5/�z"YAWHur o .. r,._fufr 9 Cont r• ALTERNATIVE 3A "SNB �0U1m 1/I-0 TAProks • .••-_.... STRE175 WPENE7RA1A7N in _ W 0 NSMED - 1 7:'iEADmTHP ( AWMM LE PU7E A)TE(SW S H N10W . f Nin SEyARARLW .. .•:•. •(SEF SCHEDULE) •'••. - OF P1A7E(SEE SCNEOIILEI. � ,�� �.,- ro CIASS .... SECOON®ANCHOR ;. 1/I"0-20 9J/4• I r I•^�°E W718'. ; PLOL YD (ppm +) ALTERNATIVE SS BOLTS 2 i 5pz WLVG�Dr a SCALE:1/2' 1' MMI /2'a I AFAnom m aASS - .� .. ,. .. �5 Con $F/'710N®SLUQ W AI TERNATNE 4 SGLE':1/2' 1' , p 12'0.G ,`WJ, 2 I Ci • - �I/1�'0?�UfCONS ......_,._., -.. •, _ «"�_)) Nsuiu `�� P` l�%' _ Hurricane.Zona) NOTE FOR COMBLW77QN OF SECRONS WAIL NOUNDNG S�CRO!!S CAN BE ._.-. Il p c9uwNm'Gi,wr wnY TLi"SWrMY MAW) ' GUN' - � C CJD£ (Non Hlgit Velocity N n.r1R£aom + _ p y1pwlORl RENNN CLOSm AT SCHEDULE/ HURPJo E COMMONS. Cont .. . __• AL:.•-.•• •.T 3 •J..�-LUfOIIA' UiLDIN r" R emrs mfEm•1NG or 0.050" BERiNA ALUMINUM STORM PANEL F.R.L. .. •• s -(2.00" DEEP) NOTES: - r6j �m1 1 -'' ... T 1NSrNLABONS.AREANLy VAUD -V ..A(4%ASO.QE3IGN PR6SUR£RAn _ _ r EASTERN METAL SUPPLY, INCcotC- •' : .. SEC710N®-STUD _ANO PANEL LENGTHS AS PER SCHEDULES ON SHEET 2. - _ .. - E"C-O IND.. 4-M wE5T 7NUOs 0ia�E - �^ ••�^• ' WEST PAIy BL1LYt FL]J10r ALTERNATIVE £!$l6&17. a 15-045 ESTINO ENG ERIHB CONPRN p ur.(8811209-BTG%FAC(58118,2-1778 ... SfiYL',:)%2•T.f`,,;,: .. ... NSiRUCNON WOOD MEAIBFNS TO HE SOU/NEkN s/� • � 'XisAi}d .C P,:IR y .,nrz.W1NC.No 1 SEF ANCHOR SCHEDULE O A^ TLLTi r ... �.. .,...,c ... - - - AAlA! Y , ., MEET 3 qF 17 J.FOR NEW 14900FFANE'CO ���` B • PINE Na.'$W/SPEC/HC'OENSI7Y OF 0.53 UF•£OLE41.: !� 41�y4 w�MWMnllc�.HI�•E WOOD'7RUSSES OR RAFTER !f4"ID LONG£LCO a24'a C.R£OUtR£D-- j PANEL MATES OR S.G. 'TAPCONS W/2"Min. THR_ TO E E ST7NC WOOD AON .• HEADER. (SEE SCHEDULE) . I C).' 71a m"x Jf32' J _.�_._— L Min. {6063 T6) • I I ,WING NUTS 0 t2'O.C:" •--r ----- Alum. TUBE W/ _ I I {3)5116'ID 14' . . LAC SCREWS TO . . }•"" .I, .q t .1TW/BUILDEX j j EACH JOIST. :SCRLOCAYE SCREW j WOOD HEADER j ;j i LP 6'O.C: i I 4 Cont. AT MIDMO O ' i REQUIRED I W ( I I E0577NG WOOD MEMBER(2'Min. NOMINAL.WIDTH) - I W/2'Min. .. THREADED 70 GYASS l--SEPAwu -4 S£ I I j PARA7'MinR:ON .. PENETRATION. . i �i � I � . TO GLASS Z 1 ! h I 1 t i 4Wi I I I o. W 1z ALTERNATIVE 1O I I I 719'.1 . i I WNG tw S1UD SCALE: 112'= 1" W \"'.. NOTES- (LIMITED TO +60.0, -66.0 p.s.f, DESIGN LOAD i AND UP TO 9'-0"Moir. PANEL LE_NGTH)' 1. 1NSTA'LLAT7QNS ARE ONLY VALID FOR MAX.A.S D. DESIGN PRESSURE FiARNG &PANEL'S LENGTHS AS PER SCHEDULES ON SHEET 2(E)(CEPT AS NOTED) • I I I w 2. SEE ANCHOR SCHEDULE ON SHEET 16& 17. •I i q 3 FOR NEW WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO BE I 7/B'ID x 3/32` I I I ,� SOUTHERN PINE No. 2, W1 SPECIRC DENSITY OF 0.55 OR EQUAL. WING NUT 0-- M I EYFJ?Y STUD i ... .._ .. .......... . w i ox /4' 12,0.C. .. 11 .' ...� 2"x 6" NOTE FOR COMBINATION OF SECTIONS.: ,,.,1t,IFMA uTw -. Cant. I WOOD CK WALL/FLOOR/CEILING MOUNUNG'SECTIONS CAN BE � • REQUIRED COMBINED IN ANY WAY TO SUIT ANY.INSTALLATION. = LIC�� � 1.2.000.".F _(7CLC fD)H :r *0 �C'•• 2"x 4"PLA Cont:,'• J .... ; J I .-..�.. A; Qs1 RE UIR£D -- - ' 0 TAPCONS O•. 112'M'n. ��t F ' { ir: a ' ®M/DWIDTH OF PLATE. //111111111111it1 • _.' ... (.SEE SCHFDUL F) . 1_ __ ,f/'4'0•TAP_CONS ' " 'FLORIDA BUILDING CODE (Non: 9h Velocity Hurricane Zone) ALTERNATIVE S w/1 7/2 Min• TIVE 10 TH,?--4m PENETRATION em's.ncrecn nc— 0,050" BERTHA ALUMMUM STORK PANEL FALALTERNA SCALE.; 112'�..1" (SEE.SCHEDULE) (2.00" DEEP) mw W. .. _.. _._ H P ��•e. 7• //ryry STER METAL SU PLY, INC are _.._..,,-.�....._. �._.,_,.L,.._____+f - .. .. .fM _... +2sa whir Baas trona ! ST LLA !ON ET.A/LS ON EXISTING WOOD BUILDINGS. ' ' aN Na CaMPANY ' nun resmNo N eN uta turtrotc fr7s-a2ia. fir J "f5-445 1715 &719 . .• .<sap.®a�aut71B:'L+7u:iwt �•� --- —!5-045 Na . WALTot 7ttur Jr.,P.£'• SXEEr 14 Qt iJ FIDNIM U..4{117 1/4•/TAFCVNS W/ I I/2'YIN:THRECED . ... PENETRATION TO EMRNO .. 0U00 NFME7L I/f'/-20 S S.A4ILHINE (SEE SCHWULFJ UOLT'aW/NI?&WASHER o12r_ . 718'1 J/J2• . I WLNG NN A _ .. _ _ LbnL I•--{ EVERY: A/2'Q. G I n LlI-LI Lwt I t I I 5000 HfADER I . 1 REOMMU I I I1I q 1• TO GLASS TIQV 1 Wy I I ' I • I ' . I IYin,SEPARATXIN. ly ~ TO GLASS 1 I I 1 I I 71 J14- ' /4' I 1 T SS li0LT5 W/718'1 WINO NUT A I C I I 12'0. 2NUT A• a �u I 1 II'0.G � I 1 21.4'IWOD 1' 2 X 6 0'000 .. j I PLATE RE77b. 1 DECK REO'0. I 1 i II Cant � _ I wcow . Sa TAPCONS OR 1/4.'/ ©oR Cont. . - PANEL ED PO%ELL. INRFAOED P(NE7RAI/ON 10 . I/4'I l.--wL PLYWOOa(SEE SGIf T o . W/1 fl.-- L IXISTING Nin. 1/2'PLri4CJOD . ' .MRFAO'ED PENEIRAIlON RETI'O(TYPJ W/fASTEN/NC . . (r�SLwEDUw SE T70W AS PER ALTERNATIVE 13 AOR;aN BUIL.OF DE RORla4 dU/ID/NC CIXIf. SCALE:112*-I' ALTERNATIVE 14 SCALE:iA.-r NOTES: . ".r.'IfiSTAI A»ONS ARe'o%JLY VAUO FOR LiAX.,eS.D.nEslcN AHES�uI+E`i+ARNL;` *VALID`FOR'MAX. A.S.D. DESIGN PRESSURE R^.DNC +50.0; —60.0 s.f. FOR UP TO , . .. p ' �• - AND FiWEL'S LENGTHS AS PER SCHEDULES-ON SHEET 2• •, •76"PANELS LENGTHS, AND FOR 50.0, --50.0 p.s.L, FOR PANEL LENGTHS GRF,47ER 2.SEE ANCHOR SCHEDULE ON SHEET 15& 17. THAN 78"UP TO 108" 3:FOR NEW WOOD FRAME CONSTRUCTION:WOOD MEMBERS ToBESOUTHERN , PINE No.2, W/SPECIRC DENSI7Y OF 0.55 OR EQUAL . Ti(��lJ,,y� .....__... _ .•. .. �:Q�:.•��GE�\sF••'Q%• FLORIDA BUILDINGS CODE (Non FIigH Velocity Nurti�one Zone) a• 0,050' BERTHA ALUMINUM STORM NEL fxL 01013 I2/EL'a PIG 2.00' DEEP) °RAtl10 D" N07E FOR COMLVNADaY OF SECTIONS IWuc MOUNDIiG SW WNS CAN BE METAL SUPPLY, INC "7LT e 5 .. ...... ... ...__. ..COY&NSD W ANY_IfNY.Ii7..SV/T ANY/NSIAGLA110A!.._ ., R� _ /� .. ._ __ ... .•,' PWT '� ENY ONO,COMPANY _ - . a��!'..:•, C\�w�Y ms eur.x L a.s.ws.w1me.cmrm�r's,n urea EASTERN 0 RI Pmu �( Jam (5-0w nOc�iM. RLuns zalE REwL Ez JJ{07. T5 -RzaT,EAx` s4l I7,o. .. .. y^C `v.\\•. ... ®-000eim• an rlwl '• PGJ{ SfOfd Ft. \\ WALTER 0.TLLJf Jr..P.E SNEET 15 OF 17 E1EIll11 1 11111\l1\\ FIDFID\Da.44107 MAXIMUM A.S.D. DESIGN PRESSURE RATING (p—.S-f.) AND CORRESPONDING MAMWW-ANCHOR. SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS y�pyW • :AS0.� '. a9W I.IAQERS AS4 PtSfi! .:.•:. YJ10 fA510"•F.+ /R?CA&G RI� WpMgY.'rL'iil N000 l'tS1f7E/K �M �,M,II. • ,� ... MA;&. NEg6A6 PIMIMIIE M lI T:'() 'IA'Q 64/N01V �•5 AA_IP19(pal.) TNgN6 iuDlj.p[IIrtT ..La' .. 2M94'(PaI) TAP9'lS SOlNEOY:6WQlIOE Tay Of R6JI KR'6 ii4�Mrf IWf I[tiC 0 - '. 1 aP). NIA _ WA .. 1(BQnON).. 12" WA. WA I(BORDM) 9' WA,' WA I(BOTTOM) . WA WA I2' N/A WA 2 ryOPJ 9' WA WA 2(TOP) .. _WA_. -1(BOTTOM).- ..• 12" WA WA 7(vanes) 9' WA WA 2(BOROM) WA. -'NIA- .0(1OPf - 12' ...WA WA-.. 'JA(TOP) 6• WA WA J1(TOPJ .. . 9" NIA WA J(80(T0V).: _ 12' WA NIA J(60170N) .. 9" N/A NIA 'J(BO7TW) 77' _N/A NIA 4(Tf�P) I2" WA .NIA 4(MR). 9' 'NIA WA 4'(10P) If• NIA WA 4(POTM�M) lY NIA NIA 4(BOTIMM) 9' WA,. WA 4(0010,G) 9' WA WA 'JI(IDyJ ... 12" NIA WA SA(r0P) B' NIA NIA 51(RW). . J 0. WA NIA 5(BOTIDN) 4' WA... NIA .5(8onw) J' NIA WA 5(B0T10M) J 1/2' NIA 'N/A 6(BORON) - 4' NIA NIA 6(80TR7M) J' WA WA 6(BOTTOM) -60.0 J i/27 'NIA NIA .7(80RON) 9•-0• �O 0 J 1/2• NIA - WA 7(BOnUN) >8'-0' 490.0,-90.0 J' NIA N/A. 7(60710MJ OR j,��� UP TO UP TO UP To .. +80.0-90.0 NIA 12' 6' B 1W)._. CES +60.0.-60.0 NIA 12"• 6"• 8(10P)'' -. 12'-6' +100.0.-170.0 WA .12' 6" 8/�(�T�OP)� LESS "I '• NA 'T2r..; ...6•. N.( ) N/A 12'• 6"• B(60TR1M)•. .. NIA 12" 6' 8(B077VG) i . WA 12' 6' 9(Ipp) .- , NIA /2" 6' .9(TOP) NIA 12. L' 9(TOP) ... j VIVIA NIA 9.(80ITOM) 12" WAWA 9(80ROM) 9' WA WA 9(BOTION)•WA 16.(acluaw)' 4- N/A NIA 10(BOTTOM) J' NIA N/A V• 'lIA(TOP) 12' NIA 10 f/2' IIA(70P) 5' NIA 6- IIA(TOP) -N/A' 11(Gomm) 4'•• N/A 4"•• I I(BOlRIN)'• N/A NIA WA I1(BOTIOM). WA X15(TOP) 12' NIA NIA IJ(IOP)--_. .... 6NIANIA IJ(TOP) -N/A ]J(BOROY) - 4' NIA NIA 1J(BOIION) NIAN/AN',4'••, 14(BOROM S WA14+(BO[TOM) WA 14(BOTTOM) .. 4••. 4•.. )• / .a LSE 6'00 SPACING FOR PANEL LFNGiHS fARGER MW10'-0"AND USE 12OG .. .45 SHOWN ON SCHEDULE FOR PANELS LENGRfS EOLK OR SHORTER THAN 10 -0' ' - to YAINI OM..Y'1DP UP 70+50.0,-50.6 P-s.f.NAY.AS.O.OES/GN PRESSURE ' RABNG WITH 108'Mar,PANEL LENGTHS. FLORIDA RUILOING CODE.(Non F1I9h VBIoeHy Hurricane Zone) .-. M261J•m1eT.o,B+G 0.050"'. BERTHA ALUMINUM STORM PANEL F.RA. 4416�`�+ _ .(2.00" DEEP) nwWT1 er. N Vfful: IL EC EASTERN METAL SUPPLY, INC- __RIDP. TIWT'7ESTINUk ENGINEONO,COMPANY�� �� �� �(�] 'I$ O4$G\`1 PIA7Ne(selJxiv-B76z fFr:(s6rfDsr ivALf`", � .. LIT Lm`iai°,m'r"r . -.••' .. l/11111111 w im A' ad.P.E. sun Iii OT 17 „ rl ,... o... ..... aR ops . - .. MFMT.44161 ` # .' `.,aNrz„' u x •`� � � .fit'eJ �r- � ' '°'v�.§s�`+'�' ��st�T�.-�' "�`���"' ���`� '��'t� "�T x �''{`i' �* 3.t�,,s i '�, `,j $�:»- 2tl �f•'.� r"' ..bv.. d § ha° �i€.. �+ aj �• �St sHs �'A�.:'iY a r ._ Me ASCE 7 Windspeed ASCE 7 Ground Snow Load Related Resources Sponsors About ATC Contact Search Results NEBRASKA ted States 43 ILLI i5 t OHIO ( PFNh� 2r m JOy INDIANA s -i oPh a•elphia { "4 3 c' M". T.y' '3� WES7 zr-�FAOE i N `�, May Query Date:Fri Ma 13 2016 �Y ti4l souR villi INlA w fKENTUGKY Y! t Latitude:27.3173 q S RGi1A i Longitude:-80.3473 t 01(r A 104fA x �EnrNEss � r xoRTl c �` k a .s AxtKAN`a iS� 'r�x�t '«•C�AROLiNA ,.,5�` z ry' A ASCE 7-10 Windspeeds' Daolas, 7 61� SrSS PPIF � i�AROLINk 1 z a (3-sec peak gust in mph'): TEJ(ASe x gALaeaAA ? e B ,uCEORSIA k {r �' Risk Category I:147 Risk Category II 159 ' Huston M'z r is Risk Category 111-IV:170 k f MRI"10-Year:87 x „ MRI"25-Year 107 as Y`extco s MRI—50-Year:119 o 4 d I MRI"`100-Year:131 f z tf x s s ASCE7-OS Windspeed t xa. 9ry � K" t5omi : 139(3-sec peak gust in mph) P, �E .a" afr wRepubp n , ASCE 7-93 Windspeed: Z ; �� e oHiee �! 100(fastest mile in mph) 'Miles per hour �?t}�s �' �° ->"•fi �,�ae s .,,. - < 5, •., .,^fix '`. *4sx , ..Mean Recurrence Interval users should consult with local building officials 7?} to determine if there are community-spedfie wind speed requirements that govern. ME Print our results "I e i 1v G. ' Lt WINDSPEED WEBSITE DISCLAIMER While the information presented on this website is believed to be correct, ATC and its sponsors and contributors assume no responsibility or liability for its accuracy.The material presented in the windspeed report should not be used or relied upon for any specific application without competent examination and verification of its accuracy,suitability and applicability by engineers or other licensed professionals. ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the windspeed report provided by this website.Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the windspeed load report. Sponscred:b,the ATC En1owmert F!-;Id.•_I,,:PT2d T=rh_relem/—Cc u u!•201 P.edwood S!^ms Parkway,Suke 240•Redwt +r;pr•r_.aliforni?94005•{g50;5g5-15An nm IN rg FE-1, A25Kt*,ma� 19M ���S��r�. VI ? aE n.. N 0 h'•<?jµ,z!a?i:Yr;f s;;r4;� BCIS Hame tog In r Use Registration Not Topi6 Submit Surcharge Stats&Facts Publications F8C Staff SCIS Site Map Links Search Business' 1, Profess i�,"„t��I � Product Approval (( ¢y (� USER=Public User egulaion 11 ,71M '" Producbkporoga}Mgr�g>¢„lad or Application Search:pp,silica ion '_ pp ication Detaif 4illi� YYCgi7ri'ifPit.711t'.61i "�. . {fid , FL# FL17234-R3 Application Type evlston Code Version 2014 Application Status Approved *Appruved by DBPR.Approvals by DBPR shall be i dviewed and ratified by the POC and/or the Commission if necessary. Comments Archived -Product Manufacturer Custom Window Systems Inc. . Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 Ext 255 sbrooks@cws.cc Authorized Signature Stephen Brook sbrooks@cws. Technical Representative Erin KossEC Address/Phone/Email 1900 SW 441h Ave. Ocala,FL 34474 (352)368-6922 Ext 291 PY ekoss@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 jiathrop@cws.cc Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications,Inc. Validated By Steven M.Urich,PE J Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA/101/I.S.2/A440 2008 ASTM E1300 2004 Equivalence of Product Standards Ctitrtiited By .• "PvodUCC Approval f ieau:u Mt!t;iJi,i OptfGn A Date Submitted 02/29/2016 Date Validated 02/29/2015 wk custom WINDOW SYSTEM S By:John Whigham Order#: 414194 1900 S.W.44th Avenue.Ocala,FL 34474 Ph:352-368-6922 Fax.352-368-2928 Attention:jolin(_@sotTalum.com i PRODUCTSRIDA ALUMINUM Order Date:4/26/2016 SOUTH FLa� Cust PO#:Greg Sanders • Ship Date:5/16/2016 SHIP TO 4801 SOUTH US ( 4801 SOUTH US 1 Route:FtPre- FT PIERCE,FL 34982 FT PIERCE,FL 34982 Job Name:email Ph:772 466-0913 Fax:772 466-1074 Ph:772 466-0913 Fax:772 466-1074 Order Cost No.SOU700-1`3190 Item No.7. Qty:1 — Model:610 SH-SH Color: WHITE . Desc:610 Single Hung Twin DP:+50/-50,5 HI,FPA#5777.2,[FLANGE], i [CAM-LOCK],Customer to field mull,Standard"T Clip,WHITE FRAME,ARIA Dimensions MULLION,18 x16 Screen,STD HARDWARE " LOW E 366,Insulated,FLANGE TIP:741/Bx501/2 ` ACTUAL:72 7/8 x 491/4. ' ROLL FORMED Half Screen "I SCREEN AAMA Std.Gold Labeling � 7. [1-610-SH] � WHITE,FPA#17234.1 DOES NOT MEET EGRESS [2-610-SHj WHITE, 'F. q`k_?✓f '� .5K v�-.m 5:3'.?? :�..'T ` .�E�. 'Nx^.:��Y:,-�F� w�b�� .+.mow ..,S..y x� d-.,..*w+_.: iT`. i 9 x'�''twl a`" ''Y' "t'n s.:- .. .y ,� L g t .;,,z .1--s'' ea'.Ma' 'ma. Item No.8 Qty:3 - i Model;610-SH Color: WHITE S Desc:610 Aria Series Single Hung DP:+50/-50,.[FLANGE],[AUTO-LOCK],WHITE kDimensions FRAME, 18 x16 Screen LOW E 366,insulated,FLANGE ' .`i ROLL FORMED Half Screen TIP:37 x 50 112j g7A SCREEN ACTUAL:35 314 x 49 1/4 AAMA Std.Gold Labeling FPA#17234.1,WHITE -w ; '�`� DOES NOT MEET EGRESS, ._ f> i �, i•,,i �i4eYi_: r� ti;. �`',e � � _,� - .. � '�`� a�?^ � �`r s:. x '��3sA Item No.9 Qty: 1 Model:8100-SH Color: WHITE , Desc:8100 SINGLE HUNG DP:+50/-50,[FLANGE],WHITE FRAME,18 x16 Screen 18-" LOW E 366/OBSCURE,Insulated Dimensions i W/SCREW SUPPORTS,SCREEN AAMA Std.Gold Labeling DLO:35 3/4 x 25 TIP:37 x 261/4 WHITE,FPA#4091.1,138-1007,[With Sill Holes] DOES NOT MEET EGRESS, ; :v x�, � •*� ,, .� �, -:� v�_ �,�¢ .::s�„C ' ._. _�. xie�3=�..'�ro i��.s e Z"ve- ,�. �.E Y �� -'s ''.�« .�*'w".e r'r�'� °�" "'3t �' „3V.' •?�`' +aC� �`� "-� � � '*"'�"'�,�a£ .� �v,- s�:r'c r; '3-" � � , '"!'4,�`�s°st w` fit,.,? customOrder WINDOW SYSTEMS By:John Whigham Order#: 414194 1900 S.W.44th Avenue.Ocala,FL 34474 Ph:352-368-6922 Fax:352-368-2928 Attention:john@soflalum.com Order Date:412612016 SOUTH O. D, PRODUCTS, Cust PO#:Greg Sanders a e Ship Date:5/16/2016 SHIP TO Route:FtPrc= 4801 SOUTH US 1 4801 SOUTH US I FT PIERCE,FL 34982 FT PIERCE,FL 34982 Job Name:email Ph:772 466-0913 Fax:772 466-1074 Ph:772 466-0913 Fax:772 466-1074 Order !! Cust No.SOU700-P3190 Item No.4 Qtv:2 Model:610-SH Color: WHITE Desc:610 Aria Series Single Hung DP:+50/-50,[FLANGE],[AUTO-LOCK],WHITE Dimensions FRAME,18 x16 Screen LOW E 366,Insulated,FLANGE j Fri ROLL.FORMED Half Screen TIP:37 x 38 to SCREEN ACTUAL:35 314 x 37114 HAMA Std.Gold Labeling ._.__— _ FPA#17234.1,WHITE d DOES NOT MEET EGRESS, (� Item No.5 Qty:2 Model:610 SH-SH Color: WHITE f Desc:610 Single Hung Twin DP:+501-50,5 Hl,FPA#5777.2,[FLANGE], '. { .,<.. ...._ "".CIO,* �f Dimensions !. [CitiatA idt-LOO'.],Customer to field mull,Standard' CIO,VA(ITE,FRX-ME,AR"I' a r r; MULLION,18 x16 Screen,STD HARDWARE LOW E 366,Insulated,FLANGE TIP:74 118 x 38114 ACTUAL:72 7!8 x 37 n=•-=',._ SINGLE HUNG - NON-IMPACT GENERAL NOTES; 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND (SHOWN WDIFFERENT OPTIONS) MANUFACTURED TO COMPLY WITH THE FLORIDA WINDOW SYSTEMS BUILDING CODE(FBb),CURRENT EDITION. 1900 SW 44TH AVE, OCALA,FLORIDA 34474 2.GLAZING OPTIONS:(SEE SHEET 3) WWW.CWS.GC 54 54 3/8' 3.CONFIGURATIONS:"O/X". '08 FLANGE WIDTH FLANGE WIDTH 4.DESIGN PRESSURE RATING(SEE SHEET 2); 610 PVC 53 531/8 -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE SINGLE HUNG !2 t2�2 6"�Fz tu MAX LIN WIDTH AND GLASS TABLES ASTM E-1300-ok NON-IMPACT C 49 1116" 1. -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE, GLASS DLO DLO WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04. A W 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEET 7 FOR ANCHOR DETAILS.WINDLOAD DURATION �LI FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR 77114' CALCULATIONS. T 77'1& 'LAN FLANGE w U,U,'a IHEIGHT HEIGHT S.NOT APPROVED FOR IMPACT RESISTANCE,IMPACT o 0 PROTECTIVE SYSTEM IS REQUIRED IN WIND BORNE 9 I B DEBRIS REGION, 03 76* 42 3116" LASS OLD @ -> MAX 34 5116" -A 0 W UNIT GLASS DLO 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT HEIGHT C 76* SEAM SEALANT USED AT FIXED MEETING RAIL AND JAMB. MAX oi� 0 UNtT I DEL DESIGNATION SH-610, E: HEIGHT z E_THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X-OPERABLE SASH,0 FIXED SASH [3 7 F 10,SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A 37 /4" D SIMILAR LOCATION. I i 7 MAX 30 1/8' 273116 .......... SASH ii.EXTERNALWEEP SLOT=1/4 x 1-l12*LOCATED 5"FROM HEIGHT 3451/16' MAX GLASS DLO g LAS i GLASS OLD SASH BOTH ENDS. HEIGHT No 58201 D Lucas A.Tumer % 2016-02-23 D 47' 09:29.05:00 ........ C CLASS OLD 4915116 MAX " A MAX SH WIDTH yrf 47 GLASS DLO ORIEL 2/2312016 4916116' MAX SASH WIDTH LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE, NORTH PORT,FL 34289 PH.941-380-1574 SHEET-DESCRIPTION MAX. UNIT EXTERNAL GENERAL NOTES AND TABLE OF CONTENTS CONFiG. SIZE REINFORCEMENT DESIGN PRESSURE RATING IMPACT RATING ELEVATIONS GENERAL NOTES&ELEVATIONS.....1 DRAWN BY: E: OP CHARTS ......................2 EQUAL 37"x 76" NONE SEE COMPARATIVE ADE 08/09/14 SECTION VIEWS..................................4 -------NONE- DWG REV.: EXTRUSIONS&B.O.M.........................5 5 A ORIEL 53-1/8"x 76" 2011 ANALYSIS CHART,SHEET 2 CWS-935 C ANCHOR SCHEDULE&NCTES__ 6 INSTALLATION DETAIL.......................7 SCALE; SHEET •ONLY REQUIRED WITH H-6137 FIXED MEETING RAIL&SCREW-ON INTERLOCK,S-2001-SEE SHEET 4 FOR DETAILS. 1:20, 1 10F7 Design Pressures(PSF)for Equal S Iit Configuration with Glass Types A,B,C,or D UnitUnit Widths(in.) l�(S(lny(G(1//l/Ull•f/ Heights.(I n.) 23 1/2 27 1/2 29 1/2 31 1/2 35 1/2 39 12 41 1/2 43 1/2 47 1/2 51 1/2 53 1/8 WINDOW SYSTEMSILILj/II 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75. OCALA, +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 A44TH AVE. CAFLORIDA 34474 39 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0-75.0 +50.0/-75.0 +50.0/-75.0 +50.0%-75.0 +50.0/-75.0 +50.0/-75.0 WWW.CWS.CC 41 1/2 +50.0/-75.0 +50.0%75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0%75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-73.1 43 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-73.4 +50.0/-70.6 610 PVC 47 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-68.9 +50.0/-66.2 SINGLE HUNG 1 1/ +50.0/-75.0 +so.o/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75. +50.0/-75.0 +50.0/-75.0 +50.0/-72.7 +50.0/-65.2 +50.0/-62.6 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0-75.0 +50.0/-7S.0 +50.0/-75.0 +50.0/-71.0 +50.0/-63.6 +50.0/-61.0 NON-IMPACT 55 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0%69:5 +50.0/-62.1 +50.0/-59.5 59 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0%75.0 +50.01-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-66.8 +50.0/-59.5 +50.0/-57.0 `rim .. o n W 1/2 +50.0/-75.0 +50.0/-72.9 +50.0/-72.0 +50.0/-71.6 +50.0/-71.6 +0:0/-7. +50.0/-71.6 +50.0/-71.6 +50.0/-64.6 +50.0/-57.3 +50.0/-54.8 a a m Q 65 1/2 +50.0/-73.2 +50.0/-69.1 +50.0/-68.0 +50.0/-67.4 +50.0/-67.3 +50.0/-67.3 +50.0/-67.3 +50.0/-67.3 +50.0/-63.6 +50.0/-56.4 +50.0/-53.9 o r o 0 67 1/2 +50.0/-69.8 +50.0/-65.6 +50.0/-64.4 +50.0/-63.7 +50.0/-63.4 +50.0/-63.4 +50.0/-63.4 +50.0/-63.4 +50.0/-62.7 +50.0/-55.5 +50.0/-53.0 11011 Y y 2 2 n Y 71 1/2 +50.0/-64.0 +50.0/-59.7 +50.0/-58.3 +50.0/-57.3 +50.0/-56.5 +50.0/-56.5 +50.0/-56.5 +50.0/-56.5 +50.0/-56.5 +50.0/-53.9 +50.0/-51.5 w�w w m 7 4 +50.0/-59.9 +50.0/-55.6 +50.0/-54.1 +50.0/-S3.0 +50.0/-51.8 +50.2L%.7 +50.0/-51.7 +50.0/-51.7 +50.0/-51.7 +50.0/-51.7 +50.0/-50.4 I J LL O 6 +50.0/-58.5 +50.0/-54.1 +50.0/-52.6 +50.0/-51.5 +50.0/-50.2 +0.0/-50.0' +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 � n v L0 ln Z W Q w DC o'� o ° Design Pressures(PSF)for oriel Configuration with Glass Types A,B,C,ar D in the Sash,and Glass Types C or D in the Fixed o I v Unit Unit Widths in.) Heights(In.) 23 1/2 27 1/2 29 1/2 31 1/2 35 1/2 39 1/2 41 1/2 43 1/2 47 1/2 51 1/2 53 1/8 < Z o 35 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 Ulm < z 39 1/2 +50.0/-75.0 +50.0%75.0 +50.0%75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-74.1 DREW ip�i, 41 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-74.2 +50.0/-71.3 'J P3.... .. TG�� J 9% GEN 43 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-71.6 +50.0/-68.9 GP���-� 47 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-74.8 +50.0/-67.2 +50.0/-64.6 t� No 58201 51 1/2 +50.0/-69.0 +50.0/-68.4 +50.0/-68.4 +50.0/-68.4 +50.0/-68.1 +50.0/-67.4 +50.0/-67.4 +50.0/-67.4 +50.0/-67.4 +50.0/-63.6 +50.0/-61.1 ' 53 1/2 +50.0/-64.4 +50.0%63.4 +50.0/-63.4 +50.0/-63.4 +50.0/-62.4 +50.0/-61.2 +50.0/-61.1 +50.0/-61.1 +50.0/-61.1 +50.0/-61.1 +50.0/-59.5 1P'-. STATE OF 1'4Q 55 1/2 +50.0/-60.3 +50.0/-58.9 +50.0/-58.9 +50:0/-58.9 +50.0/-57.6 +50.0/-56.1 +50.0/-55.7 +50.0/-55.6 +50.0/-55.6 +50.0/-55.6 +50.0/-55.6 'y0,. P,-_`v ; 59 1/2 +50.0/-53.6 +50.0/-51.6 +50.0/-51.3 +50.0/-51.3 +50.0/-51.3 +50.0/-51.0 +50.0/-50.5 +50.0/-50.1 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 %yFs' R 63 1/2 +50.0/-52.5 +50.0/-50.4 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 tm„nu+ 65 1/2 +50.0/-52.5 +50.0/-50.4 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 y� 67 1/2 1+50.0/-52.5 +50.0/-50.4 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0%50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 f- 71 1/2 +50.0/-52.5 +50.0/-50.4 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-So.D +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 2/23/2016 74 3/4 +50.0/-52.5 +50.0/-50.4 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0, +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 LUCAS A.TURNER,P.E. 76 +50.0/-52.5 +50.0/-50.4 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-SD.O +50.0/-50.0 FL PEN 58201 1239 JABARA AVE. NORTH PORT,FL 34288 _ PH.941-380-1574 SHEET DESCRIPTION: DESIGN PRESSURE CHARTS DRAWN BY: DATE: ADE 08/09/14 NOTE: CWS-935 C scALE: SHEET IF SIZE INTENDED IS NOT SHOWN,USE NEXT LARGER SIZE. 1:1 20F7 ITEM PART DESCRIPTION MATERIAL VENDOR3112• -{ FRAME CORNER CONSTRUCTION 1 W6125 HEAD,OUTERFRAME PVC ATN 37/16' // '(]/)(�V�® • 9/16' ('13116' l�(fQj[�11 2 H-6125 JAMBS OUTERFRAME PVC ATN ❑ 1 I MdiN90VJ SYSTEMS 3 H-6132 SI OUTERFRAME PVC ATN ❑ 1 2 O I}L� , ?7 1900 SW 44TH AVE. I 4 H-6132 SASH SIDE RAIL PVC ATN � 21116' 2y8' \�.�[Lj—I _ OCALA,FLORIDA 34474 5 H-6136 SASH BOTTOM RAIL PVC ATN _ I1--�"I 1116' WWW.CWS.CC 6 H-6137 FIXED MEEK NG RAIL PVC ATN 1/16• �I 1/16• 9/16• pa�� 3718. L( REINF.SSR HD 7 H-6138 SASH TOP RAIL PVC ATN o p 5-2006 CORNER WELD(ALL SIDES) 610 PVC 8 5-6141 GLAZING BEAD PVC ATN p p 1:8 9 5-6142 ISASH STOP PVC ATN ° 3f4. _-„� SINGLE HUNG 10 5-6143 SCREEN ADAPTOR PVC ATN D NON-IMPACT 11 P-5085 WSTP OLON BULB VINYL AMESBURY 13/16• i 12 P-5086 IWSTP,OLON BULB VINYL AMESBURY PVC FRAME HEAD&JAMB 13' BALANCERS-CONSTANTFORCE RT562 CALDWELL H-6125 PVC FRAME SILL —,050- 14 P-5392 SASH TILT DITCH NYLON CALDWELL NYLON CALDWELL H-6126 o n i. iu 15 P-5393 PIVOT CARRIER INTERLOCK �` < S-2001 o a o 0 16 P-5396 PIVOTBAR SS CALDWELL - 5116' Sry B" 1318- 314• 17 P-3515#8x5/8 PHIL FLAT WHITE SMS STEEL FASTENAL B FIXED MEETING RAIL W W W m 19 P-3028 SETIINGB OI LCKLAT tek STEEL FASTENAL RUBBER FR END E 15/116- .050" �7("1'15l yJ y 111610 SCREWOUTERBRAME ED TOGETHER WITH J LL O 20 S-2001 INTERLOCK RAIL i— "` L 21 5-2006 REINF SASH SIDE RAIL HD ALUM ASCEND PVC GLAZING BEAD PVC SASH STOP PVC SCREEN ADAPTOR N Z> 22 S-2007 REINF BOTTOM RAIL ALUM ASCEND S-6141 S-6138 S-6143 ¢ O Dc 23 S-2008 REINF,FMR ALUM ASCEND L a F- 24 S-2009 REINF TOP RAIL ALUM ASCEND 1 7116' 1 11/16' o r 25 S-2011 REINF,EXTERNAL ALUM ASCEND 1 7/16' 2118--{ "1� —07 26 P-5388 LOCKS NYLON LAWRENCE q 5 6 oQ Z O 27 P-5389 KEEPERS NYLON LAWRENCE .. 1 7/16" 7 7/16' 1 7I8' 1 7/16' 28 P-4779 WEEP COVER NYLON M&M I 1/16" �� 1/16" I— -1116' 1/16' U m at Z 29 P-5397 FMR ENDCAP NYLON M&M L J �L�1t1�tI/�� 30 P-5400 COVER FMR REINF. PVC TEAM PLASTICS `PNOREIV TCih�i 31 HOTMELT slucoNE TRusEAL PVC SIDE RAIL PVC SASH BTM RAIL PVC SASH FMR PVC SASH TOP RAIL 9 ' EN�''•.,•p 32 P-3305 WSTP.,.270 X 187 SOFTTOUCH FIN ULTRAFAB H-6132 H-6136 H-6137 H-6138 ,�VP.-CIO 33 P-5425 IWSTP..200 X58"X5/8"DUST PLUG ULTRAFAB timet• No 58201 F��I 34 P-5390 HOLE PLUG NYLON t 5116- * ''t 35 GLASS SEE SHEEf2 13/16' 9116' 9/16' �-•13/i6'y yB' 't 9/16' I I71.- 37 '2, 36 P-4638 NBX2-1 2PHILTRU55 tek STEEL FASTENAL t -� cc 9t STATE OF ,k/+ 3 718" 1/8' i Q •14C 37 P-3218 SCREEN FRAME ALUM FLA SCREEN ���T••.•c�O R LOp::��� 38 P-4754 SCREEN CORNER KEY NYLON FLA SCREEN 1/16" 1116' 39 P-3228 SCREEN SPLINE DAPA REINF.BTM RAIL REINF.FMR REINF.TOP RAIL REINF.EXTERNAL �i��ONA1- ,p 40 P-3029 SCREEN LIFTS SUMMIT +C1111•LI` 5-2007 S-2008 5-2009 5-2011 7� 41 P-3033 SCREENSPRINGS FLASCREEN 42 BALANCERS-CONSTANT FORCE RT 880 37116• 2/23/2016 43 W6157 HD FIXED MEETING RAIL PVC VISION 1 11116 44 H-6193 UNI-FRAME 880 BALANCERS PVC VISION LUCAS A.TURNER,P.E. tt3/tfi"—I • F-15n6•-� FL PEABAFIA01 45 H-2115 REINF HD FMR ALUM KEYMARK 44 I 1T}— 1239 JABARA AVE. 46 S-6216 UNI-FRAME SI LL POCKET I NSERT PVC VISION 11 21/16• _ _ 46 21/8' C3 46 NORTH PORT,FL 34288 47 S-6217 UNI-FRAME SCREEN RETAINER PVC VISION 1116" 1118" 1/16' I 0 13/16' PH.941-380-1574 48 P-3783 LOCKS IMPACT STEEL INTERLOCK L 1/16• 3 9/16' p�❑�o� � 1116• SHEET DESCRIPTION: 49 P-3784 KEEPERS,IMPACT STEEL INTERLOCK p ° PVC SILL POCKET INSERT REINF.HD FMR p S-6216 PVC HD FMR H_2115 BOM AND EXTRUSIONS H-6157 6005A-T5 �1. DRAWN BY: DATE: 518•". a ADE 08/09/14 .._....:. .._ .: .._ ..OWG.6' REV.: .1/16' ... .. .... .. H-6193 7/16' CWS-935 C r ScALE: SHEET NOTE:ALL EXTRUSIONS ARE ALUM,6063-T6 UNLESS OTHERWISE NOTED. PVC SCREEN RETAINER 1:2 5 OF 7 S-6217 1 MIN.EMBEDMENTSUBSTRATE ��® �,�//; TYPICAL HEAD ANCHORAGE SEE TABLE 1 BYSEE OTHERS ILfLI II%/J.f I MIN.EDGE DIST. TABLE 1 WINDOW SYSTEMS 1/4°MAX.SHIM MIN.EDGE DIST. SUBSTRATE SEE TABLE 1 SEE TABLE 1 BV OTHERS 1900 SW 44TH AVE. SEE TABLE 1 OCALA,FLORIDA 34474 j SUBSTRATE BY OTHERS 1/4'MAX.SHIM W W W.CWS.CC SEE TABLE 1 O MIN.EDGE DIST. SEE TABLE 1 MIN.EMBEDMENT 610 PVL` PERIMETER SEALANT SEE TABLE 1 INSTALLATION ANCHOR BY INSTALLER SEE TABLE 1 SINGLE HUNG INSIDE AND OUT /p D MIN.EMBEDMENT SEALANT BEHIND J —( �❑ SEE TABLE 1 NON-IMPACT FLANGE BY INSTALLER �❑ � L 1/4'MAX.SHIM ❑ ILv11 �� � Qoo on_ nw �—PERIMETER SEALANT F- PERIMETER SEALANT �J O00 BYNSTALLER BY INSTALLER Is INSIDE AND OUT INSIDE AND OUT INSTALLATION ANCHOR Y I Y Y mIU m} EALANT BEHIND SEE TABLE 1 w,W w m F EBV INSTALLER SEALANT BEHIND z FIN BY INSTALLER j v Z INSTALLATION ANCHOR (5 IZ m O SEE TABLE 1 HORIZONTAL SECTION C HORIZONTAL SECTION LL 7 TYPICAL FIN ANCHORAGE y 7 TYPICAL JAMB ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION �° ¢ ZO W AARND' OUS OBL 1/4°BEAD OF SEALANT w I a ERIMETER @ ALL INDICATED p(� w cc ETWEEN FRAME AND SUBSTRATE o r U LLER o 3 0 az ot_t 1/4'MAX.SHIM U mQ ZSEALANT BEHINDFLANGE BY INSTALLE �.• Eib,TGEN PERIMETER SEALANTNo 58201 �BY INSTALLER INSIDE AND OUT •SUBSTRATE BY OTHE3E1239 SEE TABLE 1VERTICAL SECTION '9', STATE OF 7 NO'S CILLLANCHORS REQUIRED SILL ANCH RAG Ei�O'n�S (O R O Sill OtVA� TABLE 1:APPROVED INSTALLATION FASTENERS 2/236 FRAME TYPE SUBSTRATETYPE .. ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. LUCAS A.TURNER,P.E. FLANGE CONCRETE(2.0 KSI MIN.) 3116"ITW TAPCON 1° 1-118" FL PE#5B201 FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"RW TAPCON 1° 2" PERIMETER SEALANT JABARA AVE. FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1' I. BY INSTALLER NORTH PORT,FL 34288 INSIDE AND OUT PH.941-380-1574 FLANGE GROUT-FILLED CMU(ASTM G90) 3/16°ELCO ULTAACON 1-1/4' 2-1/2' � HORIZONTAL SECTION 3/16'ITW TAPCON � BOX FRAME INSTALLATION SHEET DESCRIPTION: FLANGE 2XMIN.SOUTHERN PINE(G=0.55) OR'ITWELCO ULPCON 1-3/8" 7/8" SIMILAR FOR SILL AND JAMBS FOR BOX INSTALLATION FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8° INSTALLATION DETAILS 16 GAUGE(0.060')MIN.STEEL STUD #10.1s HIL71 KWIK-FLEXOR OW FULL THREAD FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE: FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060°- 7/16- UP TO AND INCLUDING ABOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 08!09/14 "FLANGE .1/8°-ALUM..(6o63-T5.MIN-).OR.. --._.. .:. .: -::#10:GRADE_S SELF-TAPPING!. --:FULL:THREAD-- .:-.--7hs..-_-.-"„_--=.MIN.1/4"FILLET-OF CONSTRUCTION-GRADE ADHESIVE-CAULK-IS APPLIED ..:.Dwcx:.. .. ,HEV4 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-935 C FIN 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-1/2" 1/2" -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCALE: SHOWN FOR FLANGE WINDOWS. SHEET NOTE;UNIF-FRAME OPTIONS NOT SHOWN. 1.2 7 OF 7 Al � a MOVE1�' •„n '`4't-T"tr: _ BCIS Home t Log In ',r User Registration Hot Topics Submit Surcharge i Stats&Facts ! Publications FBC Staff SCIS Site Map i Links Search Business, , Pro b u f PCO �is� iUSER:PubIiAUProval ^tr i fs Product Approval Menu>Product or A,rmlication Search>A02lication Li, >A FL# �964U t Application Type Code Version 2014 �� a Application Status Approved Jum „ a lei is5 Comments PE:R'q iTF i aC: St. Lucia Co_irty, Archived Product Manufacturer Eastern Metal Supply Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (800)432-2204 Irodriguez@easternmetal.com Authorized Signature Bill Feeley irodriguez@easternmeom Technical RepresentativeI Address/Phone/Email I ! W Quality Assurance Representative . %` Address/Phone/Email Category Shutters Subcategory Storm Panels 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 Walter A.Tillit,Ir Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By Frank L.Bennardo,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FLIT §4 R3 CQ_2iNPANELFC df Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D 1.STORMPANEL SHDWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPLIANCE IN NOTES: HIGH VELOCITY HURRICANE ACCORDANCE WITH THE 2014(6th EDITION)OF THE FLORIDA BUILDING CODE,THIS STORM PANEL SHALL k=BE INSTALLED AT B.1}MINIMUM EMBEDMENT OF TAPCON ANCHORS,S.G.TAPCONS,F1.00 PANEWATE,ELCO NASHURRICANE ZONES(NIAMI-DADS/BROWARD COUNTIES), INTO THE CONCRETE BLOCK UNIT SHALL BE 1 1/4'. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, $.2)-3/4.0. SCUD SET ANCHORS SHALL BE UTTERLY EMBEDDED INTO THE CONCRETE BLOCK UNIT FOR A WIND SPEED AS REQUIRED BY THE JURISDIpTION WHERE THESE SHUTTERS WILL BE INSTALLED AND NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. FOR A DIRECIIONAUTY FACTOR Nd-0.85.USING ASCE 7-10 FOR,INSTALLATIONSUNDER 2014 FBC AND SHALL 1/40-20 SCREWS USED SHALT.BE 1 1/2"LONG MINIMUM SHOULD STUCCO E)UST,AND 1'MINIMUM FOR WALLS NOT EXCEED THE MA%IMUM,(AS.O.)DESIGN PRESSURE RATINGS RIDicam ON SHEETS 2.7.9 THRU 17, WITH NO STUCCO. iL-�- •, _ ,.J 8.3)IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE DUSONG WALT.,ANCHORS IN ORDER TO VERIFY THE ABOVE.CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 $HALL,BE LONG !L SHALL BE FIRST REDUCED TO AS.D.DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO ENOUGri TO REACH THE MAIN STRUCTURE @EJ¢ND SUCH PANELS.ANCHORAGE SHAM H£AS INDICATED ON NOTES U TO COMPARE THESE W/MAX,(AS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2,7,9 THRU 17. IN 8.1)&0.2)ABOVE IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.AS TESTED WERE NOT OVER STRESSED,A 33% (C) TO EXISTING WOOD FRAME BUILDINGS SEE SPECIFICATIONS ON SHEETS t2,13,14&75.ANCHORAGE SHALL BE r k, 0 INCREASE IN ALLOWABLE'51R & ESS FOR WIND LOADS WAS NU USED IN THEIR ANALYSIS.A DURATION FACTOR -ix0 WAS Fi t �i U USED FOR VERIFICATION OF FASTENERS IN WOOD, PERFORMED BEYOND PITY FINISH MATETtIAL AT WALL LIKE BRACH VENEER,STUCCO OR ANY OTHFlMSH. (1•V STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WTDI SECTION (D) MANUFACTURER. HRSHALL BE IASTALLEQ FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS LV'THE ANCHOR'S :,'. '•� LL0 1609.1.2 OF-THE ABOVE MENTIONED CODE.AS PER AMERICAN TEST LAS REPORTS$0321.01-05,j D812.01-05 AND# LIZ..T- 0119,01-06,PER ASIM'E 1886-02,E 1996-02 AND ASTM E-330 STANDARDS,QUALIFIED FOR WIND ZONES 1,2 AND 3; MISSILE TYPE D(BASIC PROTECTION ONLY)AND FOR INSTALLATION AT NON ESSENTIAL FACILITIES AS DEFINED BY SECTIONS 5.2.1.1 AND 6.2.1.2 OF ASTM E 1996-02. 7,PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DErAiLS SHOWN ON SECTIONS 1 THRU 13 (SHEET 4 THRU 8)EXCEPT THAT HEADERS$3,3A&4 SHALL NOT BE USED. 2.ALL ALUMINUM SHEET METAL PANELS SNAIL HAVE$052-H32 OR 3004-TI34 ALLOY. 8.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS 3.ALL ALUMINUM E]OTFTUSItlNS SMALL B£ALUMINUM ASSOfiCATION,6063-T6 ALLOY&TEMPER UNLESS OTHERWISE NOTED. TO BE ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE,BLOCK OR STORM PANEL COMPONENB ifs STUDDED PLATE AND�S'SNAP CAP ARE PATENT PENDING. WOOD FRAME BUILDINGS. 4.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER 9.THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS ' DIN 50018 W/50 Wi YIELD STRENGTH AND 90 kW TENSILE STRENGTH&SHALL COMPLY'W/FLORIDA BUILDING CODE CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION.CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL SECTION 2411.3.3.4. LENGTH. 5,BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR AISI 304 SERIES STAINLESS STEEL,WITH 35 ksi MINIMUM YIELD STRENGTH. 10. (e)THIS P.E.D' PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC • 6.ANCHORS TO WALL SHALL BE AS FOLLOWS:(UNLESS OTHERWISE NOTED) PROJECT;i.e.WHERE THE SITE CONDRIONS omAir FROM THE P.E.D. (h)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS -1/4 o TAPCON ANCHORS AS MANUFACTURED BY I.T.W./BIRDER PRODUCT,BASED ON THIS P-ED.PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS -1/4'0 S.G.L MATES AS MANUFACTURED TV mAS MURDER. DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSISNUTY. —if4'0 PANEL MATES ANCHORS MALE OR NAS AS MANUFACTURED BY ELCO CONSTRUCTION FRODUCIS. —1/4'0 X 3/4'SOUD SET ANCHORS,AS DIMR113UTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY, Co)THIS P-E.D.WILL BE CONSIDERED INVAUD IF ALTERED BY ANY MEANS. NOTES: (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL Ai)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS AND S.G.TAPCONS IS 1 3/4';FOR ELCO BECOME THE ENGINEER OF RECORD(EO.R,)FOR THE PROJECT AND WHD WILL BE RESPONSIBLE FOR THE PROPER PANELMATE AND ELCO NAS IS 2'. USE OF THE P.E.D. ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER,SHALL SUBMIT TO THIS LATTER 1,2)3/4'0 SOLID SET ANCHORS SHALL BE ENTIRELY ELSEDDED INTO THE POURED CONCRETE NO EMBEDMENT INTO THE SITE SPECIFIC DRAWINGS FOR REVIEW. .. STUCCO SHAD.BE PERMITTED. ' -1/4'0-20 SCREWS USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST,AND 1'MINIMUM FOR (e}THIS P,E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD WALLS WITH NO STUCCO. THAT PREPARED R. A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,OR PAVERS BE FOUND ON THE EXISTING WALL OR 1T•SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCA EON AT STORM PANEL IN FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS,ANCHORAGE ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE.ONE LABEL SHALL BE PLACED FOR EVERY SHALL BE AS INDICATED ON NOTES A1)&A2)ABOVE. OPENING.LABELING TO COMPLY WITH SECTION 1714,8.2 OF THE FLDRIDA BUILDING COOS (B) TO DUSTING CONCRETE BLOCK WALL: , -1/4.0TAPCON ANCHORS AS MANUFACTURED BY I.T.W./BUILDER. -1 /4'0 S.G.TAPCONS AS MANUFACTURED BY TTW/BNLDEX. - -•1/4-0 PANEL MATES ANCHORS MALE OR NAS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. Ir ' -1/4.0 x 31V SOLID SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. USED TO THIS HIS SOBTAIN PERMITS DRAWING SHALL ONLY 9E THE STATE OF FLORIDA olK�R a..itL/l`�,y .. ... ... •,a?. �1�ti �� .:!{�.r FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) s 02015 Ort CM,mC 0.050' BERTHA ALUMINUM STORM PANEL .. :.. METALDSUPPLY, INC 1 DAM lir No �Q]�? - _ STERN 1 ECOFNC Q_;Fw3G1 IN0 OMMPANY - PHONE T�Aw 2P3 AC404 F(S X41-1>•I6 • `Jh.t?�K :rl,1�T,\1' .. E0- 8T19 DC61BI!-iNt m.Y. OJt1N1kG No '�/////L+IVAiI.U1j1111 cur:WILIERA TIWr J,.,PE SMELT i Cr•• FLORIN Ue.4416'7 f I zw;e• --235f' 0.010 OP.X 0.010 2 1e�ve4i v/�xm s S.waw i r gg n Ir a s �• �� .,,m• q S K a ,+ t� x.,66• r— L 091" .091' M1 w16� a .r2r X21._ w oa n II p2'0 I g ao• .osF• '• 006 096 �� x1,w -I 2 F-2.61a- so j II—zrar II—Y.r39•-1 © f'TRACK z161• I—z4s3- �o O •U,um 50 -HA_x ANGLE BUI'f� OUT BRACXEf ""`"/°•�- j © �'HEA OER .O 1r 3A pPTIDNQAL 3'Yax. l/'BUILD OUT HEa10ER g„1.,, ._,• s0vc,.yr.r- � 3' 'U'BUILD DL. seva:v6'-r• scut,2/6•.r' � 261 r/�••-ad:s sn. Ll ! m ti i't.,m- s .unwN L 1@ MIN/ WALL 1-75"x%6,12 11 2-X5?AIAX.)X1/6' © REVERSED F'ANGLE TRACK ® F'TRACK ANGLE 9O STUDDED ANG/F ANGLE W?H Swa ANGLE WITH SLi10 uu I uF:- 2 azs.fw• lm 3 m.rMVs9 TO r+.FE' 4 i .666 0 0 12'a. 2L AM• 1 _ _ I z]60'61j ow L_ 6x9 f m .095' rAaGt'KEY HOLS(OPTION 1) "AL/ KEY HOLE(OTION 2) 1YA' ROUND HOLE AT PANEL .sc92,.v•.,. 9�6:i6--,- A .1 EHr,�{ijf��. 12 KEYHOLE AT PALp NEL 1© KEY E WASHER ©mOD�DP TE. �N•.•• `J� ,�,>:..�:4N.1 LICE '•.l��,: %•��d+�O`�RIDA W��Q`�.`. 21.020• oez-� L-- —f _ _� � 1�a -- _. ., I— a •� ?: �.� -I•. - FLORIDA BUILDING CODE (Hon High�410��%rricane Zone) * II .r61s .2015 mMW,Dia 0.050" BERTHA ALUMINUM STORM PANEL r:2a. l6 B O ANCLE �l F W6 (p-00' DEEP) Own 5" - ©SNAP CAP .W- . h1� . ,. DETAIL !:sFua w/wFNc Nur ^ EASTERN METAL SUPPLY, INC .... :-.. , .. .... _: .''�' EYO=INC -_ .::. :'1269-r1LSPF0105 - COMPONENTS rw TESTING a ENGINEEMNO GONPANY "nTP2N 15-045 eF9,w.ssa a..am,wrsr4[oars.n 0Pnxlxc 20 Pwa+e(ss1)2a9-6263_se1 ea, . Eb-u006/i4 Mir-., S16.ET 3OF,17 fiaNm4 lk.44I6] ' j 7/0'X J/J2' 'Gt .. sow ser CA Qt•D mab PANELN47E OR SG rAPCONS ��Yh4J5w7'D ` CM'Cww ANCrI-Rs E G @®OR® W/1/4,'II-20 S/DEWALN BOLT OR @ Ar 7PANE L CaVcREIE ANCHORS E 0. (SET SYJI mm r—E 0. OR�W/1d W/r/S'R-2D TRU ShrEAD SOLT++ r OR sV'TNAR NS (SEE SL7/EDULFJ\ \ '(SEE SCHEDULE FOR SPACNO) POURED1H1 ii PoU.PED lbNCRE7E � ti .t REGUlRED ED.i�f71: � POURED I CpACRE7E .. REED i t i { Q7ryCRt7E o qg j! DR CONCRETE . i•. 1 N� "hLOGTigV-' ..1 NEW/RED I I r ! t I 1 4 C-L 8 tont i 1 1 q 1 X J/J2 WING 1 l 1 1 ��^�l. I�wn7 I i COACRETE EWA -rtO.fAOW Al i i 1 1 1 } 5 I I coh REW A&LE) SECTION 5A ` yy 1 1 I I I • 2 ' SERAM �t'ArWa .SEF" ! i 7 In GGtASSS .�f'N•M SEPAR4nON i POURED 1 I JO S74SS t } p) ! G( I RT G1A55 t W 1 I 7jw}70 NUr O• `t 1 14'0-20 X i I -1 EYPRY slug I /4'S.S.ROLM' POURED I I i i Cwit 1D 4 12'd L@ i R j I I i } t 7.123' i I 7 1 Ii"OR Witt 6' i ' a 1 OPIlON L2 POURED tDHGRE7E 1 17- POURED 4DA'CRETE ',i i SECTION 5A RED REQUIRED ; E D. ORSSONAO�SET pR ELM—k PAyELMIr OR S.G.rAPc17MS Off £.A O>::J ® Wft/4`s-20 s'OtEW,1Xr O4 @ A ®OR®W/1J W/7/1"h20 iRUS57fE10 BOLT+f I CEILING & FLOOR MOUNTING CEILING & FLOOR MOUNTING (=tE�x DIR£CT WALL MOUNTING INSTALLATION (R M.) �r MASS Da 77�/B$r INSTALLATION — SECTION B JNSTALLATJON — SECTION 7 — SECTION 8 SCALE:112*-r' WNG kj®' SCALE:1/2'-1' SCALE:7/2'.1'EVfRr STUD . -a r I Cont j 1.125' RECURS) �Y(, E R SEE ON �t�tiy)'aailt��111 I�(j JIt71J,A �Q`•`............., FLORIDA BUILDING w00E(Non High YeiccNy.Hurricane Zone) „ NATE FOR tnuatM MW or SECTIONS: ,4416 - o2prs mrExn ac 0.050" BERTHA ALUMINUM STORM PANEL rat. BUILD—OUT & FLOOR MOUNTING = {zDD" DEEP) raurx Bn w4VfLOOR/CEIUNG NDUN77NG SECRONS CAH BE �� D oJ/z1/rJ __._ tOUSWEO AF-AW WAY TO aUtr AW X5rAUAn= o` — } .. . EASTERN METAL SUPPLY, INC INSTALLATION SECTION 5 y�4 ` IL' E{"' tato �Q i36a wEsr.DADA JN spar:f/z•.1' .. . .. .. ,, y ti � nun'tEsnNp a ENOIREauxc wuv4Nr IIEsr PAL-soar A7.Jsrp7' i5-Od5 $+ eS� .s. uss sae,.SL sa.xz weax cNOUs a utas PhONE(sar)2m-szax h 0(set)�t-ntc rrl !}Os1LA Ia.. au Xna. amar sn pRiwAG N" . .. rryplllH}pltfN� E9-0000719 wAucx A.nwr ar_TP.E. rar 5 17 rtpwat uc.a:B ' .a -------- JAR TO +.ss.�.z..' —2, BRIM BEXRfIyM7&PCE CAM Cavamr BLOW P&&-MON.7O hw trCoECavamE BLOCK $2'iD LttNREE.f:%1•' t 114; 1 1 i I ' 1 W I N 1 I i POORER CONC/7ETE' PANELVATE MAS ANCHORS OR l/4'I STEEL ANC£LINTEL I i/}Yre•EZLYI male OR�fir"wOCK 1 r4PCO.�OR 114'a aCO MME AS AFFUrAME POORER GwIGRElE PANELW7E T1�AS'ANCHORS OR fj4•< STEEL AAMC UNIR 1 # 1 i PM'ELw7ES(SEF SCHEDULE TOR SPApAC). WAIL R RFO I 1 TAPCONS p1//}'s ELCO AMC AS A°PLrA&r i I I I I __(SEE SCHEDULE POR SPACING) ii I r I I I OPlfON/! SECTION I fA nPnav/2 SECTION IIA Imo_ T R CUSS — I i y i W ' 1 '_' EXISTING I `'1•. J•. 'mit IS S.BOLIS W/T/9Yvr 4 I •• ..1 J/J2'WHO NUT q 1 I I M'a O I Y .,� •. i I � E D.v EOCE pSTANCE mom'-. -. SE7EE7S9 tr tOd tt) tWK9X?ETF t#CCK t• W EN6DNC 1 T SIDE WALK EMUS An J/}YxJ 7N/G[ +tr j'TO CONLWE7E APPU(ABfE NOTF FOR CONB/N470N OF SECAONS: As pt•A hp7ES Amp d HW?(SNEE7 T) i.. .; lYAt[(FLOOR/L'E7LiNc momma SEC7XINS CAN Be HEAD!MA t RRA Wr YiT/87NfCR' 1 L___ ____ WAT TO Sf/?ANY IM7AW7/ON. AS RD?NOZm A,¢d B.Z lf! !J p Calk =K�rv;,�r nx>,,.....�.„ r....�'�-+.�,.^«. RR1�KAP �N55iiitiSttMA✓j/f A.TlCC MVRO CONCRETE r/eYM•fLCb mole .`\.�4"1„�.,•a•••••••,11r%+moi OR COACREVBLOCKY �.•S�• IGEN 9 s FLORIDA BUILDING CODE(Non High�VetocBy Hu HCOns Zone) 'PANELMTE TYAS ANCHORS OR I%4'I L S IY,Ifl amDalEv Z4PCOW OR r/4"r aC0 AME F ozole ncrq;o as 0.050' BERTHA ALUMINUM STORM PANEL ML .. PANELVA70(SEE SCNEDME MR SPACNO). o.44167 (2.00- DEEP) AwRT+Sri BUILD OUT INSTALLATION V ,' ' F-- HIL EC0-iw�. EASTERN AL BUPAtY, fN LST CLQ /y♦� EAST • .•.. a..JC rTli;'r-. ! G(� TIL!!T TESTM Q ENOUIEENfNG COYAANY 8}3T�PNN OEACN FL Jw;l PNph£(sat anx TAM'ssr r-vsa 15—O45 }� ` \ FVa RL aAq��R°aC1 M<saaaaK_W WR R D16E IztN- ( J�'7 SCALEe J/e'n r,.... 1. �(''l+y�iJlA�.I,it\`y` - �wMRIQi�tk T4i'�187'E..1.. SMEEI 6iMfT i POURED CONCRETE ' t01. 1-28 S S SNCIRNE � AOLW OLT W/NUT k WASHER • I B r2"O.G ' CONCREGUMED RETE'ANCHORS .N 7A'.J t-25IX7'AGn. (SEE SCNl9ULEJ CONCRETE ANCHORS. ° i Cont 1• N ® 1 POURED CONCRETE D r2'a G 2' aE72 a r CUP PAVEL OR CONCRETE'$LCCK ��� Ari .... . NAN.R£ONRm f Y 1.000 — S jNE a \' 9 CONCRETE ANCHORS I . I / D Ix'O.G : ...REO✓4(EU cont /t . .1 /,.... x'A'2'x.051'To AL1ERTtiTE tf6 LOCATmO 2'.5'r.O5S-Cont • 1 t 5 A4m.AN(SE OR � .am-Jlai-NISI SHEET x'K4^K.rxs' 7 t J10C 01t14ORRNC500- L E-Te ALWY $ YETAL At...HENT PUTS • ( �t'ARn.SEPARATK/N i t 1 >a"� i AS A .."a CASE C (Play I i SCALE.• 1/4-•• 1- SCALE, 1/4 1- i 1'K 3'r.DOJ'3101 R-t4 OR 6063-76 ALLOY ConE Alum.ANME OR(A&VVRS D 12-a C. NG a W 1 1�" K J/ I NC NUT 9 �3 tWf Mar/4'CAP I.D00' 12-a G 3T --L 1 9 6 I varoEs J• oR mncwtbLoCohvww cR r•ab' j H„L ICT(L REDumm 0RlC01/CRE7E&OCK n WAfL REpUIRm - CASE D (T-IOI�,� POUR@ CONCRETE- j i SGILE 114-U 1- REQUIRED (SEEt£SCTImU �E 0. � Do•<t IJV X®-BUILD OUT DWANCE e MAW O>rI CE/UNG & FLOOR MOUNTING =- =="P�=•� INSTALLAT/ON.— SECTION 13 2 No. �`� S—`— j " SCALE:1/2'.1' z •• .. E) 0.®&— DCt'D6TAW:E r/r R$Otr 4•r 4•.•.072' . .. _ .. 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