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HomeMy WebLinkAboutProduct Approval rionaa tsunamg uoae unime Page 1 of 2 5 ProfessionalBusiness & Regulation BaS Home Log In I User Registration i Hot Topic Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Unks Search Or ,��Product Approval USER:Public User .eggi1,g 6ORMval Menu>Pp2duct or AooIIl;gHon Search>Aop,Ncation List>Application Detail FL# FL13757-R6 Application Type Revision Code Version 2017 Comments Archived ❑ �\ Product Manufacturer Town and Country Industries, i Address/Phone/Email 400 West McNab Road Ft.Lauderdale,FL 33309 (954)493-8551 _ tomj@tc-alum.com I Authorized Signature Frank Bernardo \\ ! frank@engineeringexpress.com Technical Representative Thomas B.Johnston Address/Phone/Email 400 west McNab Rd. Ft.Lauderdale,FL 33309 (954) 99 tomj@tc-alutc-alum.com i Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion \ 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 Frank L.Bennardo,P.E. the Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Valldated By ORLANDO L.BLANCO,P.E. F� Validation Checklist-Hardcopy Received Certificate of Independence FL13757 R6 COI Indeol odF FL13757 R6 COI Indeol odF FL13757 R6 COI Indeo3 off Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2006 ASTM E1996 2005 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect https://www.floridabuilding.orgJnr/pr ap-P dti.aspx?param=wGEVXQWtDqvak7vfmuo... 11/13/2018 rlunua r uiiumg wue vrume Yage L of 2 FL13757 R6 Eauiv Eouivl.odF FL13757 R6 Eauiv Eouiv2.odf FL13757 R6 Eauiv Eauiv3.Ddf Sections From the Code Product Approval Method Method 1 Option D Date Submitted 08/09/2017 Date Validated 08/11/2017 Date Pendln GApproval1 08/22/2017 Date-A proved 10/10/2017 dF mary of Products # Model,Number or Name Desdription 57.1 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System its of Use Installation Instructions proved for use In HVHZ:Yes FL13757 R6 Ir Dwal.odf proved for use outside HVHZ:Yes Verified By: Frank L.Bernardo,P.E.PE0046549 pact Resistant:Yes Created by Independent Third Party:Yes sign Pressure:N/A Evaluation Reports her:See Installation drawings for allowable span/pressure FL13757 R6 AE Evall.Ddf binations and additional limitations of use. Created by Independent Third Party:Yes 13757.2 6.8 Streamline Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R6 II DwO2.odf Approved for use outside HVHZ:Yes Verifled By: Frank L. Bernardo,P.E.PE0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See Installation drawings for allowable span/pressure FL13757 R6 AE EvaI2 Ddf combinations and additional limitations of use. Created by Independent Third Party:Yes 13757.3 E.A.Essential Facilities Accordion Aluminum accordion shutter approved up to missile level"E" for use with essential facilities and wind zone 4 applications. Limits of Use Installation Instructions Approved for use in HVHZ:No FL13757 R6 rI Dwo3.odf Approved for use outside HVHZ:Yes Verified By: Frank L.Bennardo PE-0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+110/-128 Evaluation Reports Other:See product drawing for additional information, FL13757 R6 AE Eval3 odf anchorage,etc. Created by Independent Third Party:Yes I Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an WEED 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 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 here. I Product Approval Accepts: aw ��d+t G�rci https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgk7yHMuo... 11/13/2018 i 6 r� E p��j 1�1. 'J� G ESS August 4,2017 Florida Department of Business and Professional Regulation 1940 North Monroe Street Tallahassee,FL 32399 ----Regarding: Town&--Co In�us�r-Ie`s -- -------- --- ---- --------_ 6.8 Accordion Shutter Project#15-2338 To Whom It May Concern: Please be advised that the below-signed engineer does not have nor will acquire a financial interest in the company manufacturing or distributing the product(s) for which an { evaluation report or validation certification has been prepared, as referenced above. This engineer is not owned, operated, nor controlled-by the manufacturer or distributor noted above and does not have an financial interest in an other entity� Y y involved in the approval process of the;above-noted product(s). I l,iltl{1tl����! Res ectfull VI�F�NSF P Y, 4 ' Na FE0046649 •0 = STATE OF FrankL.Bennardo,P.E. 'CN ENGINEERING EXPRESS`' #PE0046549 1 Cert.Auth.9885 r !{►{{' 15-2338 i 160 SW 12TH AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 PHONE: (954) 354-0660 — FAX: (954) 354-0443 ENGINEERINGEXPRESS.COM VSPROXCM1:-=S U ICCOM414 SHUTTER-FM'UPOAMFLU1161.1 FOR Mt.FlORO AW=p.FR"cnWF1N1t FW UPOATE11M1II36844OEP.FL111TT.1➢OO W,ENPG1,NEE1j1NG ESS August 4,2017 Florida Department of Business and Professional Regulation 1940 North Monroe Street Tallahassee,FL 32399 Regarding:--`Town&Country Indus es,- c --" - 6.8 Streamline Shutter - Project#15-2339 To V&om It May Concern: Please be advised that the below-signed engineer does not have nor will acquire a financial interest in the company manufacturing or distributing the product(s) for which an evaluation report or validation certification has been prepared, as referenced above. This engineer is not owned, operated, nor controlled by the manufacturer or distributor noted above and,does not have any financial interest in any other entity involved in the approval process of ithe above-noted product(s). BEN1�.. f, ...... •q� Respectfully, 4a o� P p046549 7 20 = : U . L� Frank L.Bennardo,P.E. ENGINEERING EXPRESS® #PE0046549' Cert.Auth. 9885��1 15-2339 I 1 I I 160 SW 12TH AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 PHONE: (954) 354-0660 — FAX: (954) 354-0443 ENGINEERINGEXPRESS.COM ' Vvw Acrmis=mmw- -a.F7..-UP"M;W'W2MR.14 n.PMA8=C0W44 XCNfR 11F3CwMTfl'•�,••_••B£Cnisr]Dac ENGINEERING August 4,2017 Florida Department of Business and Professional Regulation 1940 North Monroe Street Tallahassee,FL 32399 Regarding: Town&Country Industries E.A.ESSENTIAL FACILITIES ACCORDION Project#15-2340 To Whom It May Concern: Please be advised that the below-signed engineer does not have nor will acquire a i financial interest in the company manufacturing or distributing the product(s) for which an evaluation report or validation certification has been prepared, as referenced above. This engineer is not owned, operated, nor controlled by the manufacturer or distributor noted above and does not have any financial interest in any other entity involved in the approval process of the above-noted product(s). �� `�' ►r r!►,�� aENN j t. Se Respectfully, _ U- W= - -Z�` GaF 'Q •, 51P1 oe . 01 5L. ennardo,P.E. /�FS'S!ON��'.��`� ENGINEERING&PRESS® r r r r i t r i i 0 W` #PE0046549 1 Cert.Auth. 9885 15-2340 160 SW 12T" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 PHONE: (954) 354-0660 - FAX: (954) 354-0443 ENGINEERINGEXPRESS.COM V&-R0.6CFAj3,3U U 9Z384M F.C%Mal aC ROMN-F—MATE Fl131673FOR MU FLORA ACTWMIT FBG VPR6TE•43FH.N7EM1fl13T6T 306C ENGINEERING August 4,2017 Florida Department of Business and Professional Regulation 1940 North Monroe Street Tallahassee,FL 32399 i Regarding. Town&Country Industries 6.8 Accordion Shutter Project#15-2338 To Whom It May Concern: This office has reviewed test reports showing structural performance of the above-noted products. These test reports pertain to testing performed in accordance with ASTM E1996-05, Performance of Exterior. Windows, Curtain Walls, Doors and Impact Protective Systems Impacted by Windborne Debris in Hurricanes. We have determined that for the purpose of determining the structural performance of this product, this standard is equivalent to ASTM E1996-09,which is a referenced standard in the Florida Building Code Sixth Edition(2017). i Respectfully, ���` �' E� ,''• AUG 07 2 a PEOOss4s •:0 Frank L.Bernardo P.E. 0 STATE OF ENGINEERING EXPRESS®"•�S' ' F40RIO. •' \ .` #PE00465491 Cert.Auth.485i`,s'CNAL rrritiiitt��� 15-2338 1 i 160 SW 12T" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 PHONE: (954) 354-0660 - FAX: (954) 354-0443 EN GIN EERINGEX PRESS.COM V.VPf11EC(N1ST3118IA=FOION MU"EN-FIA-UPDATSN.13M.1 FOR M.ADMANDI.000--1=ECTWPODITFDC UPDAMIS SX"CUNAIBMI DOC ENGINEERING August 4,2017 Florida Department of Business and Professional Regulation 1940 North Monroe Street -- Regarding: Town&Country Industries,Inc. 6.8 Streamline Shutter EX#1'5-2339 To Whom It May Concem: This office has reviewed test reports showing structural performance of the above-noted product. These test reports pertain to testing performed in accordance with ASTM E 1996-05 Standard Specification for Performance of Exterior Windows, Glazed Curtain Walls, Doors and Storm Shutters Impacted by Wind Borne Debris in Hurricanes. This standard is adopted in the j Florida-Building Code Sixth Edition(2017)and is equivalent to ASTM E 1996-09,which is also- ! an adopted standard in the abgXetrefmxRF�ed building code. Respectfully, _ T. LU G 0. cu= Frank L.Bennardo,P.E.',, F ENGINEERING EXPRESS®''/,is`SrGNP`� #PE0046549 1 Cert.Auth.9885 t 15-2339 i 160 SW 12TH AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 PHONE: (954) 354-0660 - FAX: (954) 354-0443 ENGINEERINGEx PRESS.COM y;1gt0.ECT]1111TYO.a S[PEW.NG-i!A-VOO�IEfiliKl2 fON 3011 fl,OfimAP106 WCEPf10JEC19VP1t0t/fOC uPMlEl15•D]46®UNFI.I]Ifi1200C ENGINEERING August 4,2017 Florida Department of Business and Professional Regulation 1940 North Monroe Street -- -—Tallahassee;FL-32399 --- -- ------- 1-------�— Regarding: Town&Country Industries E.A.ESSENTIAL FACILITIES ACCORDION Project#15-2340 To Whom It May Concern: j This office has reviewed test reports showing structural performance of the above-noted products. These test reports_pertain to testing performed in accordance with.ASTM.E1886-06, . Performance of .Exterior Windows, Curtain Walls, .Doors and Impact Protective Systems Impacted by Windborne Debris in Hurricanes. We have determined that for the purpose of determining-the structural performance of this product, this standard is equivalent-to ASTM - E1886-05,which is a referenced standard in the Florida Building Code Sixth Edition(2017). Respectfully, �•`�'� �\GENSE LL . No PE004664.9 n = UG0 = w_ • STABS OF •���: Frank L.Bennardo,P.E. Ftca\o�" C� ENGINEERING EXPRESS® f'��S #PE0046549 I Cert.Auth.9885 1 11111 A�`'`� 15-2340 I i 160 SW 12T" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 PHONE: (954) 354-0660 - FAX: (954) 354-0443 ENGINEERINGEXPRESS.COM V.'N10JEGi3lfST3NFA E3M1Etaul F.(:t.[i4 KCGADION PSA•W'06751if]T6TJ FCH]01.FIpWPf WEl,Ty1p,]MTFHC VVGTEIIS.D1n0CpVNiL1]I61�OOC i E:NGINE:ERING EXPRESS® F R® a R wTv PRODUCT EVALUATION REPORT ENGINEERING ExFREGe® EXPERT PRODUCT EVALUATION REPORT August 4,2017 Application Number: FL13757.1-R6 EX Project Number:—__15 2338 --------.--._-____.___.---------------------___�---------- -_..._..._ _.__-- --- --_-.... Product Manufacturer: Town&Country Industries Manufacturer Address: 400 West McNab Road Ft.Lauderdale, FL 33309 i Product Name&Description: 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter Scope of Evaluation: This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Business and Professional Regulation(Florida Building Commission)Rule Chapter 6120= 3085,F.A.C.,for statewide acceptance per Method 1(d). The product noted above has been tested and/or evaluated as summarized herein to show compliance with the Florida Building Code Sixth Edition (2017)-and-is;for the purpose intended,at least equivalent to that required by the Code. Re-evaluation of this product shall-be required following pertinent Florida Building Code modifications or revisions. Substantiating Data: • PRODUCT EVALUATION DOCUMENTS EX drawing#15-2338 titled"6.8 Accordion Shutter, sheets 1-13, prepared by Engineering Express, signed&sealed by Frank L.Bennardo,P.E.is an integral part of this Evaluation Report. • TEST REPORTS Uniform static structural performance has been tested in accordance with ASTM E330-02 and TAS 202 test standards per test report(s)#0353-1102-07(signed and sealed by Vnu J.Abraham, PE)by Hurricane Test Laboratory LLC(HTL)and test report#98-016(signed by George Dotzler)by Construction Testing Corporation(CTC). Large missile impact resistance and cyclic loading performance have been tested in accordance with ASTM E1886-05&E1996-05 and TAS 201 &203 test standards per test report(s)#0353-11 Q2-07,#0353- 0512-09(signed and sealed by Vinu J.Abraham,PE)by Hurricane Test Laboratory LLC(HTL)and test report#03-024(signed and sealed by Yamil G.Kuri, PE)by Construc000�eafty aor ration(CTC). • STRUCTURAL ENGINEERING CALCULATIONS I Valid for Structural engineering calculations have been prepared which •pages 1 �— evaluate the product based on comparative and/or rational analysis to qualify the following design criteria: _ A 07 1. Maximum Allowable Spans 2. Maximum Allowable Design Pressures 3. Minimum Glass Separation •r�nkteT.B'erftrdd'* ' , OIf4884�;. �9885 160 SW 12T" AVENUE SUITE 106, DEERFIELD BEAC/M;1 PAS 3442 PHONE: (954) 354-0660 - FAX: (954) 354- 3 ENGINEERINGEXPRESS.COM j V 9;0EQiT11 UA=;MWN 5hVrTEA-M-~E rL*M.1 FORM,ROwA� =WWJEmPM11 F=1804tE11Yi9 a4k4tOM-1LOp Ei'JGINEERiNG August 4,2017 EXPRESSO Town&Country Industries—6.8 Accordion Shutter Page 2 of 2 4. Anchor Spacing 6. Anchor Capacity No 33% increase in allowable stress has been used in the design of this product. Separation from glazing is required for use within the HVHZ and essential facilities.An equivalency letter is provided with this evaluation report for equivalency to ASTM E 1996-09. Impact Resistance: —Large-Missile-Impact Resistance-has-been demonstrated-as-evidenced-in-previously-listed-test reports,-- -- - - �---J and is accounted for in the engineering design of this product. 1 Wind;Load Resistance This product has been designed to resist wind loads as indicated in the span schedule(s)on the Product Evaluation Document(i.e.engineering drawing). Installation The product listed above shall be installed in strict compliance with the Product Evaluation Document(i.e. engineering drawing),along with all components noted therein. The product components shall be of the material sp-cfied in the Product Evaluation Document(i.e, engineering drawing). _ Limitations & Conditions of Use: Use of this product shall be in strict accordance with the Product Evaluation Document(i.e.engineering drawing)as noted herein. All supporting host structures shalt be designed to resist all superimposed loads and shall be of a material listed in this product's respective anchor schedule. Host structure conditions which are not accounted for in this product's respective anchor schedule shall be designed for on a site-specific basis by a registered { professional engineer. All components which are permanently installed shall be protected against corrosion,contamination,and other such damage at all times. This product has been designed for use within and outside of the High Velocity Hurricane Zone(HVHZ). 160 SW 12r" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 PHONE: (954) 354-0660.- FAX: (954) 3.54-0443 ENGINEERINGEXPRESS.COM V!RmECi511n.ID.f.,KCCROICN 9111TEM-F9A•IFCTE ftpM,.1 FORM14 FIORM lNO COp.g1p.ECS6Vpli01l F9C W;/.TF]tZ,aYB£V/LA1aM).111pC i i 6.8 ACCORDION S H IJ17E R `�NfL.BENHNI°° `11111 /, ! 6549. k:L111° FOR USE WITHIN AND OUTSIDE,THE HVHZ K I (2 TABLE i TABLE 2 T'ABL'E 4 = ND HCO0465 ALLOWABLE.SPAN SCHEDULE MINIMUM SEPARATION:FROM GLASS TABLE 3 ALLOW_ABLE SPAN SCHEDULE - D FOR USE WITHIN THE HVHZ - --- ---- - JD FOR USE WITHIN THE:HVHZ -- ALLOWABLE.SPAN ASTM ESSENTIAL FACILITIES ONLY -W CJi o 1V HVHZ HVHZ ' MINIMUM SCHEDULE ' � Z.._, :•"v =PND LOAD ,POSRIVE.INWD h-" i MINIMLM4SEPARATION '- STAT[O Wm BS WINDT" LOA13WITH FROM GLA89 NON-HVHZ i . ,1- F DESIGN I NEGATIVE POSITIVE { FROM GLASS i ( M D WITH CENTERMATE� { POSITIVE. i ORIDA r" U g WIND UNILIATE WINO LOAD DESIGN SNLJRER INSTALLATIONS INSTALLATIONS { i s� ••..•-..••• r �IJL. A LOAD(PSF) w Cal ALL 'PRESSLNLE SPAN f3a ABOVE a30'ABOVE DESIGN DESIGN SHUTTER ` /!OA, LLB. , POSITIVE AND INSTALLATKWS I INSTALLATIONS / ,V -) OR 3I •C32 MOUNTING (PSF) GRADE GRADE WIND NEGATIVE WIND f3D'ABOVE >30'ABOYE 221111111111 1 Dam, PRESSURE SPAN ! AL EN .,€ CONDITIONS^ (IN,) U. (IN.) LOAD LOADALL MOUNTING ( F) GRADE GRADE U `Q•m 3 Z. 28.3 168' S.7' (PSF) CONDITIONS- i U GG Ii I r 15B� 3.6' a0• 3.1- I 1.1" 25.0 : 151_, _oB' 3A, i 1.4' W 9 � ._..._..�_---- _15B �__117• i66' 156' 3p ._. _._._0:0�.._._........____Ics�_........I . _ 55.0 155' � - 120T^ -9-'^= I__.___1- �I 35.0 137' .... ._...,._........ .0 14B' .;61 50 I_��36 h x 1 _ 133, 145" 15B• BS0 f13' 6D' 31• { 11 W �y ul Fi -.�.._._..._.r......._.�.15 ... ....__._.._.__._..w._.__.... 45.0 133' tU' 15B' ._.- 3.0�-..._......__.,_1.1'_._.- 70.0 13T _•�DB' 3.1''4 I- -L5" p _ 50.0,- _._.-1p-_ 137• 15B• _ �.._3.0�_ 75.0 133' - 40 F 108 ._...3.1• .._ .. 1A:_-_ - 40. IMF -�D--- 1'B' -BO.O�i12b' 120_T 3,1'--i 2.Y '-eD:O__I_._729• __..-•731' _._ ._-748 -_ 120_ 5.0 2.2' 85.0 125' 13Y_.I 9.B' 2.7. 121, -- 12B" _143' 132� �-6.7�- 21'-_� y.9p.0J 1ffT-�- I t5B I 5.5-i 2.3• ri 137: 74s' a.T 7.5• 05.0 Ne._...__.... in ....__..,___,._.._... _........_.._ _.__..__... ' 3.0' 1.1• 000� 1 5' BB" y TS.a 11T 124' 133• 1 1 31' 1 T u ri U BU.O , 115' 12Y /2B� � -_ 3.D' I 1.T �1D5.0__- 112�- 70B_ I 31•��..-�20 B5.0 113' 120' 125. 50 1W i10' r.•.-2.0' SD { V1'[ -_ _- ._. 110.0 110' _ 120= 1 .0, r 2.5 .E � iiso107,BD.O �-112' 11B' 121' .�.?.�' 3.0 S 2.5 732' I 65' B5A ! _110' 177' lie 13T• 6.T' 3A• 15B' ! - 5,B' S.Y y d333 `_t1/O0.0OT- 106, _ -11D _ 1110 BO" • 4 T -- `��c•6ee 0.mmF . 3 3.1 1.11050 107 112 11Y 80 - 1.0' 30.0 101" 31• 1.8' IGO" 3.0' 2.Y 135.0 2.1'. m Zm d t 150 ..I. 105 707 107 131' S.T i 3.5" 140A B5' 120_ 3.1' 2.T o t20.0 I 10/' 105 f05' 'BO• i' 10 i 1.Y 148.0_ YY _ 14B• 5.B• 5.0• ' 70 84. {....__.3.0` 160.0 UO E { .._..__. ._..._.. .._..___.._._ ....�.,......_ _ i 3.1" 1.1• _ 130.0...�_,._..' ..... -' 101• .__.,.�..•..!...:. ~3.0'...._..,t...._. _.._.,....-, 135.0 I -` .. - 120' 6 T 3,5' 100 D 53" 70 1 B 0 140.0 - B6• BO' 30 1.2' 105.D B�"--•�-� ___ E 45.0 - i - BY Iq I BI` 3.0' 1.7• 1700��.76' 4.5•� --- -_._ 137 5.6 __-_- I - OF Be.B 3_1a 2.3'� 176.0 _- 7B W _ 3d• 1.Y 8 155A BB• 110° i 9.5'i 3.6• 1gp.0 `.Tp _ __ ___ ..___ _.__ 8 lAr-. ,. 100.0 83' 60' 13.0' j 1.3'_ _ 72' 9D �BB• 3.Y ! 2.Y _ "__..-..1.8' 1BOAvI- 170.0 - - 7B• BO• 3,0'_.._ ......•7,0�. .._.0�g5 .-__-_11111 88.87tl.00565_-.....00000"_"_--_.-__-_._-.`-----.._-.___�(+�._.....____._____--.-_.___._._-...__._.....__-_...d7770.s<Y_v•'..-._._�........ .� ....1S0O.6.-.'..�_.�II'-.-..-313..031''' }Ii__...._•..8_ _ 105..D BB"76' 110' 3.3' -._-.BO4D"-•.."_-a f-..-�1i-•_.._..33�3..,1Y11 1.3' SPANSAND PRESSURES SEE _ gill 1. 1.2"120 MOUNT MAX 110 3.1' TABLE C ON SHEET 6/13 710' 3.3' 3.3' FOR BUILDOUL MOUNT MAXIMUM SPANS AND PRESSURES,SEE_ � IiI TABLE C ON SHEET 6/13 120 -- '�•' 3,1' 2.6" r 105'• i I 11• 3.0' TABLE 1 AND 2 NOTES: I. HVHZ:DEFINED AS MIAMI•DADE COUNTY AND BROWARD TABLE 3.ANDA NOTES: j r COUNTY FLORIDA. 1. NON-HVHZ:DEFINED AS ALL LOCATIONS OTHER THAN Ip'�Ip4p B tt ! 2. DESIGN PRESSURES SHOWN IN"ACCORDION SHUTTER.SPAN O MIAMl-DAOE COUNTY,ANDIBROWARD COUNTY FLORIDA. SCHEDULE'A86VEARE MAXIMUM ALLOWABLE DESIGN 2. DESIGN'PRESSURES SHOWN IN"ACCORDION SHUTTER SPAN PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. ' y SCHEDULE-.'ABOVE ARE MAXIMUM ALLOWABLE:DESIGN y 3. THE 6.8 SYSTEM MAYBE MOUNTED WITH THE INSIDE AND PRESSURES AT EACH RESPECTIVE SHUTTER SPAN, OUTSIDE.OFTHE SHUTTER BEING REVERSED:FOR EXAMPLE: 3. NO SEPARATION.FROM GLASS 1S.REQUIRED FOR , IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE r ` I INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF o0r1NwBRwlcclrmlroor>_ ! BEAM WITH THE BACK OF THE SLAT FACING.OUTWARD,FOR �. ESSENTIAL THE HVHZ AND OUTSIDE OF FACILITIES. 115?2336' THIS CONDITION POSITIVE ALLOWABLE:05SIGN PRESSURES 4. THE 6.B.SYSTEM MAY.BEMOUNTED WITH THE.INSIDE AND _ AS NOTED IN TABLE PARE IN THE DIRECT1oN TOWARDS THE i OUTSIDE,OF THE SHUTTER!BEING REVERSED.FOR EXAMPLE:IT 5CALm" 6 HOST STRUCTURE AND NEGATIVE'ALLOWABLE'DESIGN , fA46RSl�lF.TI4111: 15 PERMlS51BLE.TO MOUNT A WOOD CONCRETE BEAM PRESSURES ARE AWAY:FROM THE.HOST,STRUCTURE. r ,> I WM THE-BACK'OF THE 5LAT,FACING OUTWARD. 4, LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS,NOT S. LINEAR INTERPOLATION BETWEEN-SHUTTER'SPANS 15 NOT PERMITTED.FOR SPANS'BETWEEN THOSE INDICATED ABOVE, HURRICANE•PROTECTIQN PERMITTED.FOR'SPANS BETWEENTHOSE INDICATED ABOVE, THE DESIGN'PRESSURES FOR THE NEXT HIGHER SPAN SHALL THE DESIGN PRESSURES-FOR THE'NEXT HIGHER SPAN SHALL BE BE USED. I USED. i k • 1 I I 1 r _ i l - 09 FRANK L.OfiNNARD, *: No PE0046549 >� or b W Ug GENERAL NOTES: ,'�1O�Al i I �G�``` 'WA 1. THIS SYSTEM HAS BEEN TESTED AND-EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING VARIES - NO LIMIT Z� P? s CODE SIXTH EDITION,(2017� FOR USE-WITHI14 AND OUTSIDE THE HIGH VELOCITY HURRICANE [IJ 9<uab lit ZONE,AND THE INTERrVATI NAL BUILDING CODE(IBC)AND INTERNATIONAL RESIDENTIAL.CODE 4 ((IRC).THIS SYSTEM MEETS MISSILE LEVEL"D''ANDD INCLUDES ESSENTIAL FACILITIES AS DEFINED IN Z n m BR ASTM E1996-09.SEE PRODUCT EVALUATION REPORT-FOR-MORE INFORMATION, SECTION W a ju s 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE rrB DETERMINED PER SEPARATE•ENGINEERING:IN'.ACCORDANCE•WITH THE GOVERNING CODE.PRESSURE -TOP TRACK U)Ill." RE(UIREMENTS•AS DETERMINED 1N ACCORDANCE.WITH ASCE 7AND CHAPTER 1609 OF THE FLORIDA W ,y BUILDING CODE SHALL BE•LESS.THAN OR.EQU O AL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE I CAPACITY VALUES LISTED.HEREIN FOR ANY SEMBLY.AS•SHOWN. .i 3. TESTING WAS CONDUCTED IN'ACCORDANCE WITH TAS 201/202/203 AND ASTM E1866/E3996/E330. . 4. DESIGN-PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVVIDED BY A 1.5 S. THIS YSTEM HAS BEEN DESIGNED WITH NO.SEPARATION FROM GLAZING REQUIRED FOR ALL WIND m F ZONES,IN-ACCORDANCE WITH ASTM E1996.09.IT:IS ACCEPTABLE BY.CODE UNLESS OPTIONAL L:W PLAN CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY.HAVING JURISDICTION. y J 6. NO INCREASE IN ALLOWABLE'STRESS HAS BEEN USEDAN THE-DESIGN-OF THESE'PRODUCTS.WIND LL C4 VIEW N LOAD DURATION FACTOR Cd..1.6 WAS USED FOR WOOD ANCHOR DESIGN. r m ..J 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS-TO USE.WHEN REFERENCING THESE rc a DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR W a d f o ng$ WIND LOAD CALCULATIONS IN ACCORDANCE-WITH ASCE 7 A DIRECTIONALITY FACTOR OF Kd-0.65 1.- ❑ Q+ '^ SHALL BE USED. j sa•E sa Lo C : 8. THE SYSTEM DETAILED HEREIN IS,GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC ' a SITE. T.w ;!M 9. THESE INSTALLATION INSTRUCTIONS-ARE PART OF A PRODUCE.APPROVAL EVALUATION AND SHALL X� I S ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR.THE SAME S PRODUCT APPROVAL USE OF THESE APPROVAL-DOCUMENTS SHALL COMPLY WITH CHAPTER 61GIS-23 OF THE FLORIDA ADMINISTRATIVE CODE. 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS'DETAILED HEREIN AND 7HE CONTRACTOR 6.1 q $3 VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR-MATERIAL FROM c THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 11. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING SOFFICIAL MAY EALED BY A LICENSED ENGINEER ORE THAT SITE ECIFIC REGISTEREDMARCHITECT PREPARED, CH EAILAND,USOTI AND Y THE BOTTOM TRACK -- , DEVIATION.AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL. 12. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM INFORMATION: TOWN&COUNTRY INDUSTRIES LOCKING MECHANISM SEE FORTLAUDERDALE FL TYPICAL PLAN VIEWSMISSILE LEVEL D-ASTM E188�,E1996&E330 n= TAS 201 202&203 FLORIDA PRODUCT APPROVAL NUMBER - TYPICAL ACCORDION 13. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 ---- -- - .-- ---'- K.S.I. SHUTTER ELEVATION 14. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A - si rt d MINIMUM TENSILE STRENGTH OF 60 K.S.I.,U.O.N.POP RIVETS SHALL BE 1/4"0 OR 3/16"0 5052 N.T.S. ALUM.ALLOY. 15. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR �� I BOX LOCK AT CENTER OR SIDE CLOSURE. 19 .� s 16. TOP AND BOTTOM DETAILS MAYBE INTERCHANGED AS FIELD CONDITIONS REQUIRE. & 17. FLOOR TRACKS,MAY.BE REMOVABLE AT.NON STACKING LOCATIONS.USE REMOVABLE ANCHORS. ! 18. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". f R 19. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. s 20. SEALANT SHALL BE USED ON ANCHORS,OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. COWWO RFiW�ItlatiY ODPE 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE I ABOVE-NOTED BUILDING CODE i 15=2338. 22. THE 6.8 SYSTEM-MAY BE MOUNTED WITH THE INSIDE AND OUTSIDE OF THE SHUTTER BEING •uu, REVERSED.FOR EXAMPLE:IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM WITH THE p�eg,Peegur(ionl, BACK OF THE SLAT FACING OUTWARD,FOR THIS CONDITION POSITIVE ALLOWABLE-DESIGN NEGATIVS ALLQWA94E DESIGN PRESSURES ARE AWAYIFROM HE HOST STRUCTSTRUCTURE E UCTURE AND 23. SHUTTER MAY BE INSTALLED WITH UP TO(2)ADDITIONAL BLADES OF SLACK i i I - i � I 111111111111// •PC-0t116519NNOO,Pt;- .....__- PRC1.lF.C71f3N VARIES �\ � � _ ,I-fl: 4.074. 11A%. _ .__ ,..:. ... lI...-. or - ---.�----_ 19 'I b't 5" - �-U 6_8L_•-a U 6r 1�zn..-%b2 1L I. 3 1d- (2T�tL"t3 a'. -0ILI[C OE OA65A9 3''r � 1C- - N'9c'E'rv1 7 0_96" . _. 09'9'1001, i 1.71 .195" f 062• 095 LS-IU-�1 0 -- -�Sri 1��ri o26z•yI 106F9vt��. ' r� 0•A-� _ N LL�.ww /?'9- 1 IF- 062 . 2 0 r I 211 . 6?' 062' zoo- .6 '63 W 0-600 .' �• Lt)dim 69• 97r, 095 6 1.2so" .9b1- .5U8 630 Z 0N1-y<•m x�U9 r.� . 12 0- 0 71"- � 2. 8 2.822" 2.728' t-25 • 45"M X 5.745"MAX. 10" .030 • :ZW ��gZp«''p 3{ouy!aTw!L ..�0(I WALL BUILD OUT WAL /� LITE 2-LEG WALL ` -� �L'ALE'HALF SIZ' SCALE.HALF SI I i 1 HEAVY 2-LEG WAIL O O HEAVY HEADER/SILL O LITE HEADER SILL N L I W `D SCALE-HALF SIZE SL`ALE:HALF SIZE SCALE:HALF SLZE SCALE:HALF SIZE w m ow .. J 'E-R-E SHOWN SCREW BOSSES & FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS 1.d'25' z•ly�_ �{ .�10� ;©7S' 2.195• 1.230' i 6�r rt 'a II _ 1 .75�'_ 2_655' 2.365' W�d 40U" nj.._.._ m c 1 -AP•0f21U Fill id1 I _ .510' A60' vp85' v La { - IIIJ..FEi si ui I '} m u7 1{ , ,895' "-,'l:u ;,1 nl �, 621' I110' lu In 105' N I m o '1II 1N 1"YI' � 03l'�. ,I05' nl I'f YP a :7 •.ILU60'o NF 6391' �� ---- --' - I G X-- -•'.30u" f f•' t.98 ..__.,._� c_- --='=1�.-_.-_.-•Y / ,781' -_--,�__ zSU'• 5_._1Q__- 4--------t I 2.195 4.51U' , •IY ;q4.510' (�SILL e SILL AD F2 l/U EXT MDEU SILL _yDA('TUR `/11 MID SILL _ \/12 MIS SILL ADAPI'Uh SCALE. HHLF 51-LE t3�EXTENDED SILL �/ SCALE.HALF SIZE `� ';CALE:HALF SIZE, �-� SCALE:HALF SIZE CO pl�s�� cc LF nLF SIZE SC ALFt:HALF SITE y d 4 603" .143' 711(1•IA3' r1y 30.'L-GS` ,314'• `nl w 3. U 2" .. rD .51U10,L570L57p' ' F--.... .i:41Ct--�. �..�L �r� 'I' ,34.1'c 1.721.' .133' C.080' Y- (�^3�TYP. 6.8_SLAT SCALE:AD[ 17 STARITR .6a2- -�.G p :09 r o p.pod .117 ' • p6o' Q pp �- SCALE HALF SIZE SC HALFSI ..0 0.II5• .621' all 16 rU oA96• II ./ I Sb t!RADIUS CEILIIJG HEADER/SILL w WALL SILL qy SCALE.HALF SIZE •L80' �1I'tfINIGIlp80' O SCALE:HALF SIZE �L IV (6 iv -�"1 oormuamuLLL�ewAoo/E 15-2338 X-� .420' P69Q uetiCLnrno)p 14)CEILINC. HEADER SILL G,8 p7 qK. CDNECTUR SLAT HLADE, sCALE:HALF SIZE 18c WALL SILL CLIP r L,� -- '-----L -- SCALk':HALF 511E SCALE FIALF SIZE I i z 375d 11111/ FMNK L.BENNAMQ,P.E2.OIfi' H10-24 THUMB 11 ff /PEOp 1.9501, tS10• SCREW _ SlAINLESS STEEL 1._y2Z1IIll 1�� I .320m HOLE O°I, Z — : No Pr0046549 NYLON uJa062' .U50WHEEL,2Q • STATEOFTYP AT EVERY OTHER � f�i 20 RECESS SILLFOR L1SEWITH UJSIDE JOINT AT TOP .870" // S�O � =T "gSCALE:HALF SIZE �� AIJD �'4 ONIY GYLII10ER-SOLID lIRASS,NICKfL PLATCD /7flf III IL111S W l/I_J 1/ROLLER_ AS�C_MB_LY NOUSUIG-LNC DRASl POWDER COATED ' >:V 21 cl'I OL. ROB W SCALE:,HALF SIZE NOTE-MAY BE KEY OPERATED OUTSIDE 011 THUMB �Q6.� Z.S a CALF:IJALF SIZE }URN OPERATED INSIDE. Z °NQ` $E'c p 250' W M` ` w a _ NYLON.W'ASHER r --- 33 BRASS PUSH LOCK u"w .�T ._.._--_. _ SCALE-IdALF SIZE' ��prr--E�TI-Ok gLlJl•I(NLIM `�, U) - g 1y tNYLON EUSHINL"i ,35T k..fS`E. - -- o W u ..�... eeeLfLL JJJ OPIIOWALi .276'I(�f Sib• 4.0O0' 'D �114 x 2-3/L"410 HT S.S 11 b •` r INSERTS SCREW W/ u I v,• `�' `y- a U+Tn L'.uLT'HACO7E COATING r� JJ�!! 11( u a _ TRACK 17YP TOP&BOTTOM) � � F?SQ_. ��J• ,� J rr --NYLON 13IJSHING W/wASfIGR: -)�4' .1ST - { � )' 7/lti"V,w 1/2"C.INTERIOR JOINT 70P 7J16"0.'1"(D)INTERIOR JOINT°OY'TOh ,224• Ell HcR CAN RE.111VO oN E7.f Ell(.., J�BOX C�NTISIIJSGRT -` 7yN `- •+DqD' �'-�.;r ,� 'o �4 LRJJ HIq /5:'EEMBLY DETAIL '6CALE HALF$17E` O m SCALE•,.HALF 517E !/ RAIPJGU_AR_D_ ':CORA71 VE,�FI,.00R. TRAC— SCALE,IIALF SILE ;SIT CALE: 'A� Ozm< 97B 1' . L110'pA t.De3�• 43 u�ui; u.. :� n�.r i), . -6 •1 �7rV r.206' - t_'�'_.. .2.64.6 110" I 702" 65 2.!.OS2v6 267 Ef .443' -5.q 4� �:gL'7i7 284 r'r 1—V'1 u �n m 11.N6R I�, .239'—1 /Li l n ,n Vl in• ` in ni `� J C�19U" 25U" /.-_-__.-- # J f' a°i, r. n n in Cl 47 .v �•_? 2$D" .125' 3,g93' .496' I o 1 m 01 f•-a;,0 U] kk dJ u, 1� 12$",�'- 125' ✓, .190'. .16U' f.001' p) .222't-k 'D68' d76'' w k• 062' �ql CAL 6.8 CENTER tv1 �E ;0)IJIJ�IMA ACK- 31 MALE. BOX CENTER � 32 FEMALE)BOX CENTER 3g OUTSIDE CENTER MATE 3q INSIDE CENTER MATE SCALE,HALF SIZE �--5t- E•HALF SIZE SCALE:HALF SIZE SCALE-HALP SIZE O SCALE-HALF SIZE O :[TALE:HALF SIZE a iay 'ea 7TE'-0STgI)JLESS , - .062•NOTE:AITAOIMENT SCREWS FOR _ f STEEL-NUT `; _ S OU' x 13/16' WIDE f"4DO- [C I I' r END STRIPS SMALL BE AIII fORX d HEAD STYLE VARIES u^ 1 OR POILL IPS DRIVE SCREWS, -U A u1 -•---^` �U I -� HANU-IIGN fENCD ONLY. } r 1 V �- -, O THUMB SCREW, _ 5 aj SCALE,FULL 512E ?� _ — ti ,v f,D �i in A `0�'f'C 1 I"1 cn qD i1 L4 �•� r u7 III JJJI r 1�4_NE OR ';STAINLF'S "E�•� 1 fAACf11NE r,CREW STAINLf'SS "1 I I "rP (I TI f'"'A 11JTERTJAL, ]IEEE .r 40 iu owmofrtNlwr4aewra°FE YQ 15,2338 PUWDER f.0ATfU.21NC.DR;•i.AST -J g'CALL!FULL SIZE, N pl Y 1,fISf1�•�, N SGuf - DELTA MODCL 2fr72 SECTION A �• _ / GAalurulurnQNL 1;-i;UCN: Af.]AI TEh I _ _ _ ° �,. (40tr 40r. INDUSTRIAL Sl'SIEIAS 3G) •- - ;o p, j 2$4• 40O•�� �+ - OPTIONAL` I i:ouu_ O STI31P 1" J ! —k �. r� 5:7 LiUX LUI.I< •'CAL.E.fYALF SIZE 9� 1 - SCALE,HAI.F Size 39 2X7 AtJGLE � � 2_' & 3" EXT SCALE:HALF S17E ur x�.lc5' SCALE: HALF SIZE >� f i FAS'TENEEi(3, la-0.1, ..---EDGE -�-.� `IVIIIIIIIIEI(/EPE0015549NNANI�G,p,E,7r! GLASS—A14Y ANCHOR SHOWN EXISTING GLASS EDGE DIST. EXISTING GLASS- TV I ANCHOR SCHFDUI.rI DIST. - ••'"IGC •, •L.-�}� I 99j 9 / �I E v ^ N E004ti54 PL I1 {I 2-�{ F "' •2sOf Ai.T.GiR CT:CJf•1 EMS[ SILL, (INTERIOR) g�t�?;L5" 'k EMBED. 771 OF ANGLi LEG (INTERIOR) 77 'u ����•-- �014 i - _ TAT[OFti Ml V.0.062-THIf,n,6063-T6 1 1 —�� �"'FLORlOr'• H m. $.m _ Wti J EDGE_ ;_ _ __ 1 _ -_ - _ iF H.UM.AWGLF. 1"K i'"MIPI. --.- _ ^ I / V�.O•_- N DIST. L r+�--..---~_ U 2"x S"MAX-AkNGLE LEG —�� / 1, D•UE �i. _ r ANAL, fff i3 I, 29a / (30 1c29 -- i- •iA l' BE IlEVET4StU1 '�. � `� 11111/11 :2W '7- "`% ! --- L'•. t— P0.STEEIER @1 18"O C.(USE ANY' ti 13 1 �� �4u `I)' 'H -(•�j)-i `� -\ �s� ` ~\ ANCIi[lk SHOWN Ili ANCHOR �F 13 `.lJ }j_;, `� •�` ) �\C�r SCHEDULE.t"MIN.EDGE 015TANCE1. 2 �7 (� i � 23 79� 29E; 6,80"(TY P,) �,:J �-'•-'" �-••-1R12.,'I/2"GALV A111Zf. TG �1/4-20 T`HUMBSCREW '.W --- -} \ UR 5.5.SKIS.3/16";P ALUL1 BD'(TOI•Y INTO CENTERMATES 1/3\ (EXTERIOR) U. w.R �t `114.-rUrl TtIIJMBSLRCA INTO EIQ a (EXTERIOR) POP RIV EI',OR•. 4-20 TO 2/3 SIHUT'TER SPAN �REE EIV ING 190LE N, i W T IiRE.AOED HOLE.L.00A 1'ED 1N h1Af.NINE Bf1LT S. NUT SHALL BE 3/B" 1/3 SPHI.4 TO 2/3 SPAN FROM (4U IB"O,C Mqi(WIDTH UP Du' dT TYPICAL. PLAN VIEW BO1'1'OM OF SHU"1"I'EI4 FOR DL ADES j 10 V HEIGIiT. Hp SCALE.-3"=1•-0'•r- a'B'-3" USE TWO THUMBSCREWS MULTIPLE SHUTTER ASSEMBLY ON BLADE`:>B'-3",014E(nl 1/3 SPAN SCALE 3"- 1'-0'• ANO UNE AT 2/3 SPAN FROM mOT'r(t", F- DETAILSING DF,TAILS FOR OF BLADE,.TYPICAL.FOk LUCKING. EN.TrR MATES USE III E4RASS PI/5H LUCIt SHOWN ON RANDOM y� m i]R(iJ Sl Yu-iD THUIVG SHUTTERS,A BRASS PUSH LOCK 23 ' `CREW I Tu 7HRE AGE❑ MAY BE SUI3STITUTED.WHEIV USED WITPf\) ,�_ /:� h "1 b TG?1j.SYA'IV FR(li-i CEI•ITET11'IHl'E a:5 AS 5HOVJ N,`tECE JVING $EE ENU SINIP Sl1fEUDl£ W �L Bgl'TOM OF SHUTTER a0) HOLE FOR THUMB SCREW MAY DE%!16- /y _'(( �,1 jGl �I !�W1-E( - �/ / PON HAX.SPAN lJMF11 IiECEIV INIi H[iLE SHALL UE ` 13 .-.I!yY $ �/ USING 404,LOD UR Luc ti � C .i/6•'IVAX.WIDTH,UP YO S a� � i..HEIGHT. r• �.J"' �� r". '- - Be END STRIP SCHEDULE ,. y�, R,- �;:;,y_-_ ;�•y :� A. f PSF SPANzed d TB10(2.7) 82 ,]OB' y \\ (O�i USE.APPROPRIATE m u{ _1 SIARiER STRIP TO4. a 40E PROVIUL CLnSURE volt l:. ♦ 1 - _d0'- ---I y ,._.�l �- VO)BUIL01N0 L'ONUIDUNS. elf'C, 2•BIO(3,7') .:,8 r. { �FASTEEI STARTER " Sg' R I (INSIDE) _ ID( °- 2/010.i11SCREWS! o p -' - 3•Bl0(4.T) 7_,T�; AT[DRIVER (NANO-'I'IGHTEN ONLY). r17L •J ALTL"E,3- END STRIP DETAIL (� L (13� •.i ���w- Y; r SCALE,3"=1'-0^ ANY TRACK } l l, � z Y x..-... {L{"�.',"❑'�a c,J 11 I NO.093' D T� � W/SCREW BOSSES. K .�1 t'c, �.�• I � ANGLE -4� 1� Li 'j J•av{� � _ VY r' SIL L 2.113 Q�N0.126' E EXISTING GLASS .ANGLE r y � aa1Do.. 6 I u5L 111 6RA55 Pu511 it g� A USE Il)BR'AS;S PUSH LOCK IhlSIDE LOC':OR I11 S/16-1d �'-p_ �'; -' "„' / F DR 111 5/T6-1H THUMD ) E THUIIdB SCREW I�JI'0.�. 2% 30 Ifs�'-1'�'� V�' SCREVJ 11,V TOITHREADED ! ` THRtADEO INSERT (33•� `.4y YN4• A" y. -- �' '.�' ) AT 1/3 SPAN TO 213- rr Pi INSERT {3% AT 1/3 SPAN SILE N0.126" 62�..:3?: •r •;`'�sv TG 7/3'S'PAN C•ROti PAI4 FROM BOTTOM OF ,� OUTSIDE ANGLE T BO'(TUM OP�HUTT ER' q SHUTTER,RECEIVING •+' _ :h ROLE SIIALL BE'3 Ell r _ I•iAT WIDTH,UP TO 1" 23� ' p 1'IF.IIiIiT 4� r ✓'`� � PORGNEATER SPA115 OP LOADS - ~' iYPII.AL OUTSIDE CORNL'R CLOSURE1wW F+NOWN IN END STRIP I 3U .. ••IlNnlnl tl tl i -_. _ —_ SCHLDUUF.END STRIPS Rf011JRE A DETAILS WG/CURNER PUS'P --••— ` - f yZ 1 1`N1'•OSD•CUP ANGLE kID SPAN ti '13 i JT�. 13 l USING ANYANCHORONYHE L- 30 W/IRDREMKLKiIW00P! \ ANCHOR SCHEDULE L/I4N3/P TEK 31 ...\1 21S I '•� '(OUTS(DE) :15-2338 SCREW OR 114-20 bDrif TO END _ SNIP, _USSCALMi E(1)BOX LOCK AT'7/3 E(15"1(.Qf(Gl1IP71Btli -SPAN T�,2/3 SPAN FROM TYPICAL INSIDE COR14ER CLOSURE_ ' J Ys•1 =ri r.; BD7TOIV Of SHUTTER` GCZ DETAILS MUL IDLE SHUTTER ASSEMBLY 93 DETAILS WO/CURNER PGS'L -Lq -�___�... _. NIB ..EJ h,r!%h � SC.nl.t:3.. t._0.: I i 2 FASTEIVEI'IS ALUTA. TUBE I FRANK L.BENNARDO,P.E. EACH ANGLE -� -6063-T6, ALLOY 1\1)1111/•/. FEDp16549 SEE TARLL A,FOR SIZE. ''• REFERENCE TIO ANCHORTYPE EXISTING T.• p 1/B., - \ ,. 1L - /,.� _ \ SCHEDULE FOR.MAX. _ STRUCTURE I + a�'••`«:'y•• 9 +' \ SPACING[1k 2".2". 1/6" \,� C1 CONNECTION TYPE /• - Ax'' vJI-2U F�c�lIWEIQO{{,,�L ALUM ANGLE ••� REFEkENCE A14CHOR / I W/NUT(ol,l';•❑C'R112`0�654 ' THREE 3/lb'0 - - - - _- - I SCHEDULE FOR MAX. C- L� ALUI.1 ° SPACING 1I/ *_ POP RIVETS - - ._ (TYP. (30TTOMI �I7 .W OR ° I V - 1! I _ ALTERNATE THRU BOLT `r� �/� �0•'' STATE OF `.WMS 1 HREE 012 St4S. -3/16"m ALUM POP �/ I- L'7 CXIhJIJF.CTION TYPE wrI ] � 1 i '. o .I ro ...p _11.P 1'1 RIVET OR lift RL•'F E'fi EIJL'E AIJCFWR 7U1 r�,(ORny�'[7R •-P l� TABLE A(cm) / (h)UP U C.(T'YP) I / tKIiEDl1LE F'Uft 14AX. cl� J �l PIlE55UREVSALLOIY_ABLELE_NGIIIsPACIIIG `.^•': VtIOR VL JU) _ fOR A7 I �j/J4 u11\11l � \�MAY USE MALE OR 1 '-1-�..--•-- ( .� r•(N IF•_ O C1 �Ilj U. 2'K2'Kl/B° 3"A3'xl l' Jf I I i t p�( 5(ICI PSF... - NO B/D _ ND B/6 .( F61-IALE LOCK-SLATI 1� I ��('lllfifS i Woxm .� �Q u7 � ' if A,FOR''HvH7 a v,f.' Z ••g W� 62- SfF-IAmr-2' ]I Lu �N w 72 124- 179" - --�_ .-..�/LI - GLASS MUIi FIUL Y w•i b� t� z �C(+3 TYPICAL CORNIER CL051.1(2G DETAILS \" / C OP GDDR-)� SCPAG"Ll t1 v{m it t B2 119' 172" �) IJ7S \ / 1� +, I X ul in c uzi i y - 7U GLnSS W 1 = W 92' 114• 165' ` y TA81E.S;. IC)� 102160" + ZT�'_..� 1-. •..Ip I] AS'L'HEUUILLY FD INITS` '`'• - ORC N w= ~ + _ ii7'- TABLE B(Cu) ALTFRNATL•THRU BOLT' �tic b 7Hpuni - 6 >)} 156 131" PRESSURE V9 ALL(1WABlE LENGFH� C!i CONNF..O11ON TYPE (DETAIL 1) �'Io1Jw p J y 62 11•/B" 3"x35(IJB° SCIIEDULL FOR MAX, M� ; MAX � N f WITH o,.. W17N p SHuAN DE'CDN Cl CONIJECFIUN 1YF•'. ')`I I J 11/4"_M_n X•FFtOM PIN• m SPAN PRESSURE •• J4 A REFENEIJcE ANCHUI't / ._,.-Z GUIDE 10-BUSHING ` 166• SCHEDULE FOR MAX. �P�4q WASHEk(7 Y'P.) ..11 I 72 TOT IST 1211N_+/�31.1PSF SPACIIJG .❑ 1" I W�,•y �B2 101' 14T 7IBINI.4/•31',9 PSf 7J .-.. _..__..-.___ .. ..... ........ '�i iT R 92 95" 139' 1154N.?i/•32,7 PSF 1(j 1,___J j/ FI1J,.3/4"SMS(m 9"O.0 F�II•,yD-IL o P3 102 �]721Ny!/•33.fi PSF - ANGLE TO TUBE COINECTION 90' 132' EXIS TINE - �+ Iy�Im 11D 1101N +/�34:2 PIF 2".2"x.125" O tl3' 122' - CONCRETE, F•MBED. j GOG3-T6 ALUM.TUBE ¢mo _107;IN� !/• iPIF cal a 150 Br 109� BL A-OR _]DS N. 0.35:9P5F 5 COWNECI'IOW TYPE 1W )..____,_... WOOG FRAI•I RJG -.. 63° 99'„� 7D31N +l,•36.9 NdF REFERENCF.IANCHDR .� SCHEDULE FUR MAX. C qq 1 V7"1•IIIJ FOR COMC IFTE- IOIIH. "/•37.3 PSF 5 91 BLUCK ANCI!/4"HIN. Y 4-• f SPACING rOR 1YOOO \ �991Nw Jr3Y.D PIF I .!F a�p 95 INS r_/-39.6 Psi ALl'ERNATE GUILD OUT MOUNT SECTION � S`� •' FASTENER IiD ltl"O.0 \�}}} 921N. /-40.9 PIF Cb SCALE R' (USE ANY ANCHOR 5HOWPI I 891N� J/-42;3 PSF :3"° .Q 114 ANCHOR SCHED LE.L---�4 I tl6�N.�ld•?3.E PSF ' 831N. .1-45.4 PSF j I-tl11N: /-�6.5 PSF ACCORDION SHUTTER PER PRODUCT APPROVAL 1 \\ ," 741N. ,50.9 PSF 1 5/I°RIVET .0 q 72 `` I --2•'• ^;Kl f 721N,^i/•52.3 PSF APPLICABLE TOP m ?1•IS Ca IB"U.0 OR \ .LU"fiI U3-Tb 701N. �/-53.tl PSF u ALUH,Iu6E TYP I t/:.-2U Nu C K 6UL f--� Ij AND/OR BOTTOM T � ��� I j �f 691N /55�PSF R2 It YF.L � 3r lti"Y ALUM PLYF pp nLUM. TUBE- ///--•RIVET OR N12 SIAS u LI,` L 661N /S70f+5F u I 2°OR 3' 1' 6 G6.7-Te ALLCIY / l'd'IU"Cl C.IT I'{'1 �. J, ft ';'_' skf' S"K 1/it q`Fi Yr Dk A'IM ,•, _ _-` I P171i SITE. Y FASTENER` ,.C'UI•Il'll•IUUuS' L•�y,.y f (lfqq:1![r 1q 1�v x n a 1/2`MIn IN. g. EACH ANI 1.1: ALUNINUI.1 ANGLE i.0 tAIA 1.1 'A q YCI 7 Se- "%3'xyj x I -- - 1".2". U43"- OP'I'InP1AL AN13LE INSIDE. d.I'UN II 12 cum - ---`- -'2.175" I CONTINUOUS OR 2`% 'fHAEE 3/Ili ALUI'1 A URIENTATICIIJ lYP GLA,SG I�IIAtlI 1 GUI,� N ANf LE,1'YPI FOP RIVETS-CIR C1 C�' '',1C 51'1 O �+ 2"xy�xCONTIN0005 II T 17 - 1HkF.1`N1'2:PIS CYP - OEll R OUOR YIU;�e��9 °Xlu�jn�. 6061-T6 ALUMINUM -�'•� T•.2".v0" - ;� -- '-- _-- �- 1 u w ANGLE -•-� 0.9'MIN.THICK 6051-T6 a � • �. I j OR 2".7".Ile:. _ _ ?�'.._. '� �� '!;--'LL --•.-•--•�t 'TI ,1 ALUM TRACK FASTENED. •� 1�) _ _ �•..._../ TO ANGLE WITH �" I__ ANGLE FASTENED,TO ` ( ALUM ANGLL' .---� --- EXISTING 3 KS(� // QG -USE MALE OR FEI•IALF. �., [.� -{1x / MACHINE SCREWS AT 3'. 'er `--* IN CONCRETE HOST I faP/Iq(fF7l1NfLEHNVODPE LOCK-sLAn C4 CONNECTION TYPE FROM ENDSAND9.O.C. -� REERENU ANCHOR STRUCTURE WITH FOR THE BALANCE i0ULE Fbi MA , •p'ELCOULTMCONS 2.1/2"MIN. 15-Z338 UU i \\\ \ �, •.PACING AT 3°FROM ENDS AND EXISTING CONCRETE soul - i '\ (DU TSIGE) `� 4`O.C.FOR,BALANCE HOST STRUCTURE(3000 lA412lJ)5MQ>QPI! t 4112.7/'L"GALV kFIIZED t `-- PSI MIN) I uH 5,5.'PI B,3/7G"m ALUM .. \ � •-� - WITH 1% MIN I (YPICAI_ CORNER CLOSURIE DE'AILS UK kweT,DR v4-2o•� --� SIDE CLOSURE OPTIONS \ r EMBEDMENT AND 2%' SFF.TABLE f,FOR MAX SPAIJ AND PRESSUNES p ! I I'� N/1CHINE MOLT It NUT `+CALL.3"_V-U" `----�-EXITING CONCRETC, MIN EDGE DISTANCE, (ri1 its"CI.0 BLOCK OR wauN PItA MINE STAGGERED WITH 3' 9`� nMIN.SPACING,TYP. 0 BUILDOUT MOUN•I L"E IN�IDE`SILL MOUIJT SECTIOIJ O SCALE•NT5 p ALF•3'-T-0" I I I 1 i Ii I I t I - REFERENCEONNION TYPE EXISTING `V7 FMNN L.BENNAfIN01 PLE..� A 11)I II PrF9046549 '1;..IiIF.. FOR f75TId. p0- F[55C Elm SPHCINGE FOR MAX. S'fHUCT URF .I ti1.A5S CSSCIiIIAL n;wa IAOUTIES_...__._' a - - 9"MAX - C��'•L..'N' L) DOOR ----- FAF�UIiE:- --�" w p L r GLA55 YC TABLE 4 ti---- "' _,,p CI COfJtJECTION TYPE 1/a-20 MA•A�R vnUL4 �+��.. :.Z•_:,_ SEE IAOIL"J r_a L'- Ult UUUR &FFdf K1N2 w w r-_�m REFERENCE ANCHOR W/NUT(m. '�1,OR Ja FOR HI/N2 r ul m 'lt 7AOLe-:4 '-• I' 1 Ir. Iy, Un o��.cNo PEDO 6549 5EE1'AtlIE'L Imo¢ -'�=nn SI'ACDJGE FOR MAX.IMAX. _ J{1L SMS S.W s I'GR Mai. L31 j ul u+ JT' (TYP TOF--309TTnM) -_ FUft MIN, "'13 0l w IL O SEPARAIIDN ]:3 z - SEPARAIION M w h.Z W 1 I [� 'LU 1HRU n041'W/ Xr IO CLASS VI I.i)LK NU'f Od 12"U.C.UI2 10 CLASS .f w NiG x 112"SMS.(m 12"O.C. X w o'L m w y }-I- m UI?3/1G"L6 ALUM.POP ¢,(.i O .1 ^ 1 STATEY� CI BY SMS Liu T2'•Us-E.S. LD i '� oar- m I,JOR OR -'+--- -- at. 7 � j r _ RIVETS m ti`U,C Uk t/q••t7 Y:' �, OR �''•FOUR �'� L.II?]/1G"'fs ALUM.POP \ Ji l ALUM POP RIVETS(U 12"U.C.- "'"' n '� SS 011,/4'm ALUI-I.POP RIVETS ,- � \ - - / / N' :ur « N 11 AND V`J i--_�. wIl O U. p 12`U.L.E.S. ---_- /'� ��� 1/r,•"MAX.FROM PIIJ -FOR�Slhll W w f-�., 111 1_ w V q 11 I/4'•MAX:PR Oil-PIN AS.S'EMBL Y---- ]� �J f AN IU .'1_�. _ i/2" [S:;ENTIAL7 13 I-w�. 0; •.�a �QIf trp — 1/T'TYP GUiOE 1R BTSt11tJG z V u LjJI� 0 9: W u U (� GUIDE i0 BUSHIIJG� WASHER(TYP.1 F T,�i[S�, YwO m ASSEMBLY- -"` WASHER ITYP.1 a SCL 1RG�4-- M 2:- Z +ta i2 / 1/Z"` 1/2"TYP EX15 f ING CONCRETE, a'� �` -- r GLASS k FOR HN12 w u a N 03 �G - -- •- f!�/ C4 CONNECTION TYPE I DOOR SEE TABLELu q /- BLOCK OR WOOD FRAMING /i X[o z m 6 /' T EDGE REFERENCE A14CHOR FOR MN., s w C Ti a .T —C3 CONNECTION TYPE 1 UI 7. SC'HEDULE FOR MAX. _ SCPARAlIOfI £u D a h- UI W' ww REFERENCE ANCHOR •-•- - SPACING AS SHOWN 10 GLASSi. ✓I p W SCHEDULE FOR MAX 4 CONNECTION TYPE ITT DIAGRAM ON PG.10) s ti U SPACING AS SHOWN REFERENCE ANCHOR LL CONNECTION TYPE IN DIAGRAM ON PG.1DI SCHEDULE FOR MAX 1- ! REFERENCE ANCHOR SPACING.AL FASTENER ut EXISTING CONCRETE, LOCATION.FRONT'AND w 0 Q�OR� Rat SCHEDULE FOR MAX. �' 4JJD BLOCK OR WOOD FRAMIf BACK AIVCI10k5 NOT RED'D A SPACING.AL F FASi'EFIEN ( 1 GUID MAX FROM PIN WITH'I'1115 Lf1L';ATIDN 2" i--_."._._ UUIDE TU GUSHING rt / ~�` WLA T'ION.FRON I'AIJG Ct CONNECTION TYPE 1/4"MAX.FRGM BACK ANCHORS NOT REO'U �' C REFERENCE A14CHOR _ I WASHER'BUSHING " '1�1 WITH THIS LOCATION Oe INSIDE MOUNT SECT] SCHEDULE FOR MAX 19 p°'E' PIN GUIDE 10 f�y w: SCALE 3''�1'-O" SPACING Jf --1-� BUSHING WASHER C���^•••'''��^ -05 CONNECTION TYPE (1 YP.1 ' p�INSILE 3"=T-0MOUNT SECTION ( REFERENCE ANCHOR / I SCALE:3"_1'-0" SCHEDULE FOR MAX. EXISTING L-pIJCRETE, SPACING NOTE:FOR DETAILS A,B.D AND E DId.ThU5_,HEE 1. BLOCK OR WOOD FRAMING EMBED. - / — THE BASE TRACT(FIAY UG ONETALLEO IN SECTIONS a _ WITH 1/4"GAPS,PROVIDED THAI EACH SECTION -iAS O BUILD OUT MOUNT SECTION �� m �,—__•�- A MINIMUM OF TWO SETS OF ANCHORS AND IS A CO qyJ. [TYP. BOTTOt•II MINIMUM OF 12"LUNG.THE SILL OR CEILING TRACK EXISTING CONCRETE, SCALE 3".T-0"' F cS - USED WITH HE BASF•.TRACK MUST BE CONTINUOUS BLOCK OR WOOD FRAMING OVER THE GAP.BETWEEN SECTIONS. W f EXISTIIJG EXISTING CONCRETE, /- ^S TRUC'FURE -' 3 7 BLOCK of'WOOD FIiNFIOJG / EOCoS YN6T'—Cq CONNECTION TYPE 1.2 COHNEC'IION TYPE W/EXTRUSION a S s 2 EMBED - Cl CONNECTION TYPE _�_ / G�- REFERENCE ANCHOR EIMBELT. C5 CONNECTION TYPE V/EXTRUSION #1 rO1, p ` REFERENCE ANCHOR G;r'� /, r / /; SCHEDULE FUR MAX fiEFEREtJCE ANCMUR L I/1 5CHE UULE FOR MAX. 2: // Flf SPACING ^ - SCHEDULE FON 1 AX SPAL""ING AS SHOWN 6 6' SPACING t ��., DIAGRAFI DN PG 101 1/2" &RC) i f 3 4 A M. GLASS J,1(•�I S 4 "',, w n K OR GOOK 8 FORKyrll 3 I- N w o FOR '•w ' l� / 1/2' 11 T•L x 1/Z.-SMS N IZ" SEF TAME 7 li r M E •� ,-w ( F MiN, —�� _. a z u W ^ 1 1.� n /s !t U.0 OR 3/1G"N ALUM � r T❑ ., POP RIVETS ••OC :ZPAHAlI11il L•Uw t Ep,c _ 1 ::, ✓,w'-1 —`•'- T>.IPII...•�W j_UI'f'p rr ° O.filA•:•; 1C 7 ffL fo GLA55 OR JT''� YM Z'C 7.it A.. D UFt 1/[,"EIAI.UfM PC1P N a 1 11 FJ ulw •n U"l'F LOCI �'- W ` r i - IJ A - 4 GLASS �� CL -13 2 T• RIVETS(s 1?"D.C.'"-�- L FOR MIN, O LL,, uw )(= 2 OR DOOR I FOIL— •--h--- uJ l�g ut �� u s s' _ �!. 11VIIZ_EE.TARE 2 10 CLAS� w a r �'� 1/4-10 S.S.MAL'HIhIE I -SCPARIAIhIION iD 't�o�� ,0 ANDC8) _- of T� 1/4"MAX.FROM PIN N SCREW It 14UT LN`I GLASS �-`u�, I 1/T' GUIDE TO BUSHING 1 12"O.C.- Il. u 'ASSEMBLY 1/2' _• TYP. WA$HF..R(TYP.) �� \•�.\ 'At Y X {1/l,"MAX. 70M P11V r 17 "MAX.FROM PIN c3 S'���•� r GUlnc ro aOSuHING GUIDE TO BUSHING 4 CONNECTIOM TYPE wiQ -- IJ2•' �,RQ WASHEEi WASHER IT YP I EDGE REFERENCE ANCHOR _ ,I �'/" �v�j= Ix l EXISTING CONCRF.7 E. / CJIS SCHEDULE FOR MAX. \IlC2 CONNECTION TYPE W��EXTRUSION 2 RftrJ�ccaO�waoFe ry z f° -�LDCK OR WOOD EXISTING CONCRE L SPACING AS SHOWN C5 CONNECTION TYPE Y//EXTRUSION �1 FRAMING BLOCK OR WOOD FRAI.111JG C4 CONNECTION TYPE IN DIAGRAM OIJ PG.10) REFERENCE ANCHOR 15=2338 �j Oft yc�13` REFERENCE ANCHOR SCHEDULE FOR MAX. H12 x 1/2"EMS(UI 12" SCHEDULE FOR MAX SPACING kJLIsI �. 3"x 3"•1/4"CONI' / % / / 4 CDNhIECT10N TYPE SPACING.ALT.FASTENER I EXISTIIJG'CONCRETE. 1•A_ue oeocalrT}.otlL 60.3-TI,ALUM.ANGLE /� REFERENCE ANCHOR D.C.OR 3/1o"O ALUM. / , I LUCA"I'IOIJ.FkOIJT AIJG l l•laY BE REVERSED _ ��' .1/ /, SCHEDULE FUft MAX. POP RIVETS LiU e"O.C. BLOCK OR WOOD FRAMING SPACIFJG OR 1/4"B ALUM PqF' BACK ANCHORS NOT REU'D AS SHOWN UASHCUI------ WITH T10S LOCATION I -� RIVETS @b'12"0.0 I 9•� (p WALL FAUUN7 SECTION E CF.IL.1Z, / IIJSIDf:. MOUNT SFCTIUPJ O MALL/BUILD OUT �7 — `-) SCALE•3 V,0' SCALE 3 = 1• 0" SECTION r SCALE,3 1'-0" t t i fun eS16f.E fABIF I VV1H 1!/ jjUUII0L'49" O, FACll1lES.SFE fA91 E 4 y446549 •; I-ON IIYr12 SEE IA6LE 7 FXISTRJG >twi ;..•,I, liLg53 .'ukMIN.SEPARAIIUk tU s m STRuCPURE ALT LEG DIRECTION 'I/L_20 �\ •{ F.NS••� i. [BASS .13 U 7- n. r MALIII14E - - I - �•'• UOOIt ow t l� J IZ)oUc3-To AL UIhINUM BOLT W/NUY CI r. ANGLES PL•R BEAM E!AD. .I N B 12"U.0 OR o PEOp•1` w u_ I SIZE pEk AN TUBE _* 65 9 p 1/4"w ALL /';I qA111 LILF. - *14 zPOINTS OLIOSMSfi"O.C._ PAN TUBEjSCHEDULESET ANCHOR° _ _ SPAN'fUBE E MBE'7 E h111J.-� WARI F B I NUMBEROFX✓M CONCRE E.OIIV •-Y -7{- / PER DESIGN NUMBEROFMHOJ' N10 7U E .CONCRETE.OR \ ":( SS IIULE� SCI-IEQULC TUBE SHUTTER SPAN THRlH30LTS ANGLLEPER i s{:EN•.f°_l•b _P, ` ' m �'nEts�ul BLOCK,3"hBN . SGE SPAN 1 _- "- -�..._-_..____ .._�.",._._i/... '�m,1u;ii I-TOP BOTTOMO IBOTTOM TOPOM461 $7ei'1 "' SPACING AND "' s/9•MEOGF.DISTANCE f �''1I I TUBE TUBE TUBE � TUBE TUBE. TUBE TUBE//F/', 1 L ,U)u1 .0 - - •.4 1I ILy '/.,p1 00' _123.B° 135:2' .2� 2 2 3 4' 7" OW='/ / 11 1• z L Z ��U_ S R�' 91U1,7' loB 9' 2 I 2 3 3 7 7• QQ IMJ,lc . 2 I 2 3� 3 7• 7^ Ip�. 11I1- 1f 2ri 157.0' I 2 i 2 2 3. 4^ 7• .uOfOk ACAaWP[S 1 .:Y.� . iUirc0,125' BO• 114.8' I124t` Z 2 3- 3 �7' 7•/h"I•IAX.FRDI.1 PIN GUIDE �I SCE lIIY111 rfl.-- 123� 1026'• fUB.fi 1 2 i 2 4. 4-�-10�10• L W I'U BUSHING WASHER ITY'P.I GLASS 7RP!E_Lfo�NBI CFFR.911011_•� 'l'u 7- OR DOOR•--•-Ir 10 IiLA... `�` - q J HBO' 1_38.0• 2 1 2 3 3 7• 7- V�j' .. FFi 11 1 -TWOWUUU IL.�. S ui ul 1p 7kB'x f--r-- W. LAG SCREWS lY 24'- 00 _•1/4"0'TIIRU BOLTS .�D;Q D.126- __..DB 122:7�1 158 2 (-•�,2--3���-- 7' 10� 'O:W ui d f- 123'i15A' I 137.E I -2 3 4 5 U L'.MAX.WITH 2" :� SE,E BEAM 7 I-! - -- .� 'I BREADED P", TIIATION 3"MIIJ. \SCHEDULE FOR � ��- 2'x10k -00, 138.1 j 24D.0' 2 2' 3 4 T 10' CEo-l1'ER OF STUDS CO,DIST. .)•= .1fttOUIREU NUMBER w O:1B76• �_Y 140.0° 220.9' 2 _ ] _ _4 - B_ 7p��1B•_ I � 123'- 1322 2031 ,-3_ 11 4�._ .5._... ._.7. _ 19° ._-10�.. ! EI•IE "1'•-� \ 411t. 5I15(N 14105PAN HEFWEEN iZ! l4 t6 \ IIAAYY� rJ�I 1i/4 fAAX ROFI PIIJ GUIOC 9PANTlIsl9CMEDUL¢NOTE9E" I G3 ;.1 UDS hUF T RACK ILI V'z 4" .1 -.--. '{la,pJ�"Tp BueinNC-4TA ulifi 1 r rf•:7 1. 115E 2'x]'xl/4"OR 2 li5•xl%�'ANGLES FOR 2'x5•&2'x6•BEAMS, m PLY"ClWOOD& 1'UBC CONIJEC7lUl4 'Poll AFL 3, USE. SCHEDULE FOR DETAIL7. .W71E 1 TYwo FINISH-, PLSI11T S OLIO r 2. USE.2°x5'x1/4°'ANGLES FOR:2'xB•&2•x1D'BEAMS. 1"x 4•'x 1Z5" SEi ANCHORS• _ £PdtJ IUBE PER DESIGN 4. TOP&BOTrOM.BEAMIS MAYBE USED TOGETHEROR IN .�.� [i063-T6 ALUM TUBE WITH 7/0"I•IIFI. - fL .• } SCHEDULE COMBINATION:WITH.OTHERCONNECTION DETAILS:WHERE USED E 140EDMEIV I'IN TOGETHERi'BEAMMUST-BE-LIMITED.TO TOP.BE SPANS, d 1 HIS OF 1'A IL 'I'D BE USED W1104 STUIl SPACING Ci71Vf.RETF.OR ,% •,. h+`•, p.a 1/4-20 MACI'IINP.BOLT 5. SPAN TUBES MAY USED:IN A M1D•SPAN:CONDITION•W1TH F.Xi.F.EI'lS Tf7E I•IAX.ALLOWABLE ANCHOR.ciIA' G, `f1: 3"MII4-' -'N;" m. } _ ___ PACII•)1 ACa[1.1" Iv W/NUT(a 12"O.0 SHUTTERS SPANN12 G-ABOVE AND BELOW THE BEAM;MID-SPAN 1 121 606l-T6 ALUMINUM I q, �- I•IIIJ[f7GF: I ANGLES PER BEAM LI•IO, OR 1I'11,z 3/t."S;MS ni TUBESiSHALL.'.HAVE:TOP.BEAM LIMITATIONS(INCLUDING SPANS o m (; WALL MOUNT GC:TION 1'i715 UCT nIL MAY _ ( ANCHORS:ANGLES AND-BOLTS)I WITH TM-SHUTTER SPAN TARN �_z�� 1�1 UI5'I'AIJL'C SIZE EEIi SPAN 1'UUE 6"U.C. 0 m; SCALE 3"- V-U'• ALSO REUSED -�,�{/ _CHEDULE AS SHE SUM OFTHESPANSAB ElE AND BELOW THE-BEAM. AT TOP EX6llNG �� I ( ° ACCESSJAOLF. 6• LAP BEAMS ARE NOTALLOWED, I 1 S 11iuCT URE L-7 ALT.LEG DIRECTION 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. m EI46EU MAX DESIGN L0AD:z 72 PSF 1 ! �, ,a•E �Oj ( L (j)©EAM SPAN SECTION `T -GLASS SCALE.3­ 1'-0" ° FOR ASI1k-EMIlilA. OR DOUR CAf..41If1 SEE TA5LC 4 k- FOR HVU2 SEE TABIE 2 1� I ❑r 1 FUR MIN.SEPARA11W1 10 U7 11 EXISTING WOOD -n GLASS � 1'ItuSS OR RAFTER 1/2" -3"-- 1/7" C! (u7 2. h- %II i ui I 4"HA O C---1` 1i ii 1 k uI EXISTING FINISH MATERIAL I ,J IY / ,��t it � �� •_ r --_ -.- -��1/4"MAX.FROM PIN GUIDE - } i •'1 1 _ 4 TO BUSHING WASHER II'YP.I 1"r.rATER A..CLRUENV.7T5K W1/IBY"MW fi20-6 3H/R4EE 1_-1/4"TILE ITYPA /L L WCBU LAG L '?,C,-• �i }''II~I�/7 1II I✓� \ wW1 Cl !iE` %+`��\II ; I t1 Sa�-'�-! -4+- (I pp6�c¢�l�yGa,iAi�q2 1•�yA° }• 3/4"PLYWOOD MINIMUM THREADED % PENETR."T"IN WOOD ry 1/4"w A325 GkADF.THRU DOLT(di 7"U C ' OR 5/16"w-A325 GRADE THRU BOLT(FD 12"U.C. EAGi RAFTER OF'f RIiS alr I �. I I e 1 GALV.OR S.S. 24"O.C,MAX,WHERE I I 5. 6 Ir TUBE ErXT*NDS BEYON01 ` 1 I !: �••Q��� i 1/4"W-ELCO ULTRACCIN TO COIJCRET'E;/CMD LAST TRUSS MORE 1HA' D_p. .L-- „r +r S"O.0 W/l-7/4"MIN.EMU U", EXTENT)TUBE T0, 2"x 5"x 1/b"6063-T6 ON 1/4"Y, \ uc �•'Um ALUM.ANGLE W/ THREE 14 / LAG SCREW N9"0C W/1-7/0" NEXT IRLISS „rw_ L •� 1_I:1J�� 1/4"6S WOOD LAG MIN.EMB, IN WOOD SCi:U.a2 10 055• z O SCREWS WITH?-3/4" lxrrnnrtFlDnlLkxwmOPe f UI Ur S.5.1•IAC'VNF SCREW rill 13 =X Y.- FIINIMUM THREADED EXISTING CONCRETE. / / 1'2"O.C.11.1 BE7WUIJ,TRU5`5S ✓I'I"2 PEPIETH."T"IIV WOOD(tU �'.r1;2338. il()l.LOW[i LIiCK OR % WITH Ii 1/2"Y.ACCESS I-fOLE.L7hJ L7= -7 ( - i 2".5"x 1/B"CONT HACK'SIDE OF 1`06E OR III), SMS X•'q Z in h.ACH RAFTER OF TRUSS. Bdltl. WOOD FRAI41NU SL•� / ,/ ALUM ANGLE(6063-Tal 1-i1i fi"O.C.MAX.IIJ'BETWEE14 .i a'T'1 D NCIIOR SCHED.EASED -� 24"O.C.MAX WHERE Mo4.PA�G41'R_HI ON TYPE OF STRUCTURE �w ANGLE EXTENDS BEY014D 4 LAST TRUSS MORE THAN 6". EXTEND ANGLE TO a IMAX.DESIGN l.OAfi s.7`L.P.S.F.1 -•-•--- - �6SS THRU DETAIL -- - IMAX Des¢SN LOAD z 12 P.S.F,II NEXT TRUSS. I SCALE 3".1-u' TRUy S MOUNT SECTION ! oO j CK SCALE:3"c V. 0" iI I F ,'BEN NAR114riP;E';a DDDIe FOR 61M lAUL � GLn5R "+ CACn 111FR SCE SEE 5 U TAGLC 14O (T465 �UOON o j_ -GLASS OR �._&Fflk MVKI_„ I I 7(• E:0 _ fROtE 2 F'Ok 6tltt. i'FCk y' -- �-\• o°a 000R ES'FHI�g(. `1'+' ��5�,� m SEPANA110N TO CLASS ------- ?__------ F1iC11111E5 SCE u Eitj]I CC w w f-4 .I _ I.-�_- "O'' "" Q N'*• l I 4 hh fOR a_i iA C C 4&FOR o r I i `"'•' fC w I- ~ �A• ST 1 �8 z 2�O�i l'RL 2 Q� IIYI'L gg u41.� �m � J U1 O m I I %i`, •''••;cl CIX SEPARAIILIN TO a o SEPARh11IX4 TO =1 =r z '"f CLASS 1 =N I- M L7 =o I / ]'(tw 3 ZO 1u Xzoo 4"MIN I, - //1'It W `IQ. La wle "TT rr I x' aZ °¢ RADIUS HEADER FdUUNI'ED kr>U r 13- X w`tt x 1'CONNECTION) TYPE J i +a EFERENCE ANCHOR v] s m PARTIAL EL[VATIUIJ ¢u�LL - S HED LE FOR t9A9. I °tm' v�(_� yL a 2B 4 SPACuJG 1 .250 SCALE: 3'= 1'-0' W' .+gg{��07Ct5 `v. 1 APCON(fu 2+,'. m Eti O.Cno- .WITH I-t/t" Muv �-'CEl CONNECTION TYPE REFERENCE ANCHOR EMBED y`- Ln J lea W / J / SCHEDULE FOI't MAX lu U �' _ to W m SPACING .40 I dd¢QQQ `T� r EXISTING CONCREI E OR t \ BLOCK ONLY.WOOD �l' EX151'IIJG FRAFIING a YJOOU ANCHOI I'• _ ST RUCT'URE---�- 1V01 AL'L:EPTABLE / �'-EXISTIIJG HOST STRl1C TORE o ri (� WALL,MOLIEJT_SILL CJE[11AILEXISTINGFINISH rF q MATERIAL 1/4"MAX.FROM PIN m J. SCALE 3.._1._0,. ...�.._.-. __� I W GIST _ ��'' \ _ GUIpF TO OUSHIIJG / ,`\ r�DEcoRnTiye r�oG_r_ FFiCK DETA C�,ufIUCUI'IN k"INTERVALS ' ~''" '_"• WASHER(TYP.) l M RECESS SILL DETAIL \ SChLE.3 I'-U" - 1'U FORM U E(SEE a t d _ SCALE - DETAIL(Pik e' FOR ADDITIONAL'_ ,. L.;...: Y a$• INFO). TYP.TOP 6 BOTTOM--- :1Nrn m p ISPAIjI— _ 1 i - � FASTENER CN EACH A"CUT ti - =s n p m k �Q EEG ANCPIOR SCHEOUL•F.fiASFO a G j 6¢A¢ 1+4"MAX.FR01-hf._.�. ON C4 CONNECTIO14 TYPE TO n =!N a.a r;4 O'? PIN GUIDE lit VERIFY ANCHOR SPACING a Pwn i $ o BUSTIING WASHER r—�I" �I I 15 AL"CEPTAbLE 13 v v v v v v °In o N n YP.I 'in I V NV VKV f0 EiFR Ufil Nf WA PIN ITDF� O•.. I l i EXISTIWG �` 'OI.=�va-zo 11Aerfu4E BOLT' 5TRUCTURE- W/NUT(u1 z'•o C �'; i V-) CUT AT INTEIYVAI,S T�1 EXISTnj6,FINISIi FORM CIIFIVE I_SEE OETAII.l..Y0 1 MATERIAL I u 1 CONNECTION TYPE REFERENCE ANCHOR yM I SCHEDULE FOR MAX SPACING(FASTENER .S4 p � B 1".:2"x1YB" L EACH 4"PIECE I 6063-TE ALUM INGLE CUT TO 7"xt"at/tl"&1'•z2"it1/8" C r 14A 1'CH AND PROVIDE SUPPORT Jf G069-T6.ALUI4.ANGLE CUT To O CURVEiD TRACK SECTION DETAIL ¢9 11 OF CUT SHUTTER EXTRAS ONS MATCI_,ANO PROVIDE SUPPORT r E i p hull FROIa7 AfrD BACK.WHERE OF CUT"SHUTTER E'XTRUSiOf4E SCALE 13".V.0" �C ' z FRONT OF EXTRUSION IS Fft01 Al'O BACK.1JH'RE y COry TIFILIOUS REINFORCEMENT FF40r4T OF EXTRUSIONS P2 - '� IS IVOT RFOUIRED CONTINUOUS REINJFORCEME14T i IS NOT REQUIRED. F'1, T APPROVED MOUNTING CUIVUITION,1-1114 OF 1 WO PER MH•g 1-)-tPPROVED M U(JTING — .+ PIECE PJ.OF TWO PER -- ,.-�' j"j. ..oalRrivxcweNwmofE y;. PIECE ION.( r PIECE 15,2338 f•AS'fEPIER AIVIT � '-� 'S-----=-.-.APPROVED FASTENER AND PACII'JG,WITH A HINIMUI'I OfF 5PACI(4G WfTII A MIfI111U11 OF �.!;�= = i ffGL!i YWL1 FNSTEh1F.fi5 PER CUT TWO FASTENERS PER CUT - =�� EA9pBEfAffIIE4Jli i PIECE PIECE - /`.. TYP. SF.I':11UN !'UR SHLT__TFRS (/p LC:TYP. ALTERNATE SECTION FOR SHUTTERS ((pp 0� SCALE: 3'u'1._O."'-_- ---- C�SOA 3°.. [,-T) .._....—_._ O I I I i ANCHOR SCHEDULE_CONCRETE IWWKI BENRANDp PE. •PEODJ65.9 2 S 17YP. 111111 2 x S(aOUTSIDE \\I /' _ 'I •'^Y 2.5"MIN EDGE DISTANCE TOP FL AIJGE ANCHOR(SEE SPACIIJG S ens up 7p 6'-0° Speris Up To 13,•0_' - �� LOAD _P___ Spans Up To B'-B" SECTION%1 `l�.••"'• - s AHCH 1pary CONN TYPE CONN TYPE CONN TYPE ( I O '���;• LICEk� Cl C2 tl C4 C5 C6 Cl. C2 C3 -91 L1 C5 C6 'Cl. C2 tl I d ( CS C6 , /.a 1/4'IT1N TAPCON OR ELCO 48 1fi.0"16.0'.'16.0"16.0':16.0"!6,0"1fi.0"1fi3O"10,5"10.0"1fi.0" 3.0'+15.5"16.0. 6,5" 6.0 9.5•,9:0 rL O p Cl pGOOgg g ' A0 :O ULTRACON WITH 1-3'4 62 36.0"16A"12,_5"12:0"16.0'!Iq.S"16:0" Q' 8,0"-7y0�'13.0" i1.0'T0.0°SAS 4.0' 6.0" 7.0" _•� ,EMBED 3192 sl MIN CON , F �' 0 __ ( P 72 16.0"16.0"f0.W 9,S' 16.0"IRIS"15,5"16.0"Af 6.0" %5"r9,0'!'.9.0" 8.0" 4.0"�% ,S.D"-6.0" 1 k 5 TYP.1 3 OR 4 HEADER . L.L Gam• CO 74.9"14.5" fii0" .5.5" B.5" B.5" 9:0" 7,5" 4.0" i//lam q•5" 6.0" 7.5" '6.0" --- BUl•.FLAIJ E 1 5 �� ..-._.._ .-..._..-.f.,. �.rrr/ _ , s.o" AIJC'H R INRPFF.SPACING . 200 7.5" 6.0" f///f ri•.,r/.� 5,0" 7.5" 6:0"'%f///li %//Y 5.0° 7,5"'6:0" y,p' SECTION X) TATE Op ►` E 1 W 1LLFAST 48 16.0"16.0"16,0"38_0"16.0"16.0"16.0"16.D"1_1.0"10.5"16.0"34.0"14.5^19�5!' 6,5' 6;0" 9.U"�_9.5" SIDE CLOSEST To OPE'NIIJ S �O W'-r• V'^ WITH 1,3/4'EMBED(3275p61 62 160"1fi:0"13:D"12;0"16.0"15,5"16.0"16.0" B:0" �7,0'" 17.0i 1L0!'10.0"_9.0'! 50" ,4.0 5.5 75. / ('j f��iN �ILi MIN CONCRETE) �72~1fi_0 160 1q.51195 16.0 135 14.5 145 65 60 90' 95 B.5' 7.0".4.D°-%/;:,.4.5., 6.5"• NOTE. "S"INDICATES ANCHOR SCHEDULE SPACIIJG. <//7/NRL EN\\\ d� !l0 '.Cr13 130 ti0 - SD •B.0 90 BA_ )0 10' Ii%45" 60 65' 5.5"///• %', S.5" II11111111 !,?W DWU• _ zoo S.S' i r!f////„ s S' 6,s" 5.s"%%, �rl, s `saw ss� ' f f 5 s SPACING DIAGRAM FOR Cf CONNECTION TYPE: UI :�a s _ Q!!(1 !/<,...:_� - C I C014NECTIO14 TYPO u51NO.PICCE 1 OR 1 f0' 1/q'ELCO CRETEFLEX SS4 -4B 1fi:0"16A"16._0"15.0"16,0"16.0"16_D"I6.0"16,0"15.0"16.0"16.0�16.0"IBCO"10:0,I 83 12.5"1�.0" �) O 7; ram, W/2°EMBED(3350ps1 MIN �L I6.0 16 0 I6 0 16 0 16,0"IBA"16.D°16.U•'17.0"(0.5"16.0 18 0 11.5"13:5"("7�0" 6 5t„ e 0 li o" .GW� L� 72 I6.0 16 0 15 5 14 5 14,0' C6.0" 1I.5 li 0 12.0 IB.S'7fI8.0" S,D 6.5" 9,5 W a $' 0 111TA1LL• J110 16,0�'16 0" 9.0" B.0" 1L5"13A°17.OT 10,D":6A" -5�0" 6.0�_p 0"•10.0"•5.0"`8A?C5.0"'_E,0'• 7)I/�B COMBINATIIII•I 200 20.D" B.0" 5.0" 4.0" 5,0" B.0" ID.O B0! 5,D q0°5.0"�8,0" 10.0" B.0"15.D° 40' S.D+' 8.0" 7rti TYh.I 7t j 7- COMBIPIA TION '/ 10 COhIT11NA1101J to0'W ") F 1^NIN eLNi DISTANCE ry G 1/4'ITW TAPCON OR ELCO Cl C2 C3 C4 CS .C6 CI C2 C3 C4 CS C6 Cl C2 i C3 C4. CS C6 I 1 O EMBEDLILTRA ON WITH.IN L qB16_0"_7.5" 7.5" 16,0" 755" 16y0"16.0" 5,0" 4.5" 16;01' 5.5" 15.0"15_5" r 9,5" •,r;i EMBED(3192ps)MIN CONC) - - _ BED(3192psi MIN CONC) _62�16.0"I6_0" 5.5". 5.5" 16.0" 6:0" 16.0" 12.5" 4.0!' 10.5" 9.5,^t _72-16_0"16.0' 4.5" 4.5" 16.0" 5;0"150"15,5""g NO �- // 6;D' 1 x 5 TYP V 2 x S IT P I 200 7.0'1 6.0'1 //' /,/�!;';'!F/! 7.o`'r"b.a //,% r j i:a a.o^ / WrT1/4' 1-3/4-EM EMBEDmurAs 4B 16.0r'16.0'-13.0"13.0" 6.0"13.5"16:0"36;0" B.0" 7.5" 16.0" 9.5" Hif.11.5'-4.5" 4.0" 1.0" fi.5" NOTE: INDICATES ANCHOR SCIiEDULE SPACING. rnL p WITH 3NCR EMBED(3275ps1 62 16.0"16.0" �9.0_ B;5" 36.0"l0.5"14A"15.0" 5_5" 5 D�9.5 7.5" 8A" 7.5" %�%%ii�q.5" SA" SPACING DIAGRAM FOR C3 &i C4 CONNECTION TYPE: W=a MIN CONCRETE i- -- -- ------- 72_16.0' 16,0" 7.5" 7.0" I6.D"_9.5" 11_45'11._5" 4.5" 4.0" 7.0" I.F. •fi.S" 5.5" .7, I%f {, ' Ij-T^^^'•- I10 10.5"10:5+' 4.5" 4.0'! 6:0" 6.0" 6.5" S.5" !i���i�i%!%%i q,0" _5:5" 4,5" ;,i•'o �/% - C3 CONNECTION TYPE USING PIECE 10 WITH OUTSIDE ( 1 W. y. 200 5.5" -4.5'! %/f'//ff // /i'S.5" 4.5" �../rs�/// ANCHORS ONLY I .tO A. p �j // //• 5.5" 4.5" Lr/rf,� i ,/f - C4 CONNECTIOVIv TYPE US114G PIECE U OR WITH �l.1 �a m OUTSIDE ANCIiORS ONLY �'� u a 1/4'ALL•POINTS SOLID-SET 1-1/4"MI !DOl.DISTANC! B u ANCHOR W/7/0•EMBED B, Cl I C2 I C3 I C4A CS-I C6 I Cl I-C2. C3 Cq CS C6 CI C2 _C3_i C4 I.CS i C6 . �:�m•K m tL 4g 1/4-20 5S MACHINE SCREW 48 16,0"16.0" 9,5 9,5" 16.0"30.0"16.0"1fi.D" 6.0" S.5" 16.0"+7,0" 10.5"11.0" 3.5" ANCHOR NOTES: p (3000 1 MIN CONC -""-- IS, ---- O Ps )' fi2 16.0"16.D'! 7.0" 6.5" 1fi.0" 8.0" 13.5"I�.S"r .5" 9 'e 5.5 Y 7.0" 4A"1 3.5" 1. SPANS.AND LOADS SHOWN HERE ARE FOR.DETERMINING ANCHOR SPACING a .-...._...._.,_._...._ 1.6'60;; _-_-_ ..._._. ._ _ ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE16,0"16.0" 5.5 . ,000" " 35" 5.5") .0" .5i 10.1..10.0 9.5" 3.0" 6.0" 4,5" 60" 5.0'C ) %i'ii' 30"130° 5B"4A";fr// '//i f% LIMITED TO THOSE SHOWN IN7ABLE•1',OR 9• 200 ! i, //, 5.0 2. ENTER ANCHOR SCHEDULE BASED•ONTHE E) ST1NG STRUCTURE MATERIAL, o g 1/4' ANCHOR TYPE AND EDGE DISTANCE.SELECTIDESTGN LOAD GREATER THAN OR a R ANC OR W/INTS SOLID-SET 3'•MIN EDGE DISTANCE 'EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER m ANCHOR W/7/8'EMBED G Cl C2 tl C4 CS•_C6 Cl C2 .C3.1 Cq -.CS .C6' Cl. C2 t C3 Cq .CS C6 THAN OR EQUAL TO SHUITER:SPAN, 4 1/4-20 SS MACHINE SCREW 48 16:0"16.0"16.0"16.0"16.0"16.0"16_0"160"140"13.0"16_0" 6.0�.16 75! I1.0"]2.0" s(3000ps1 MIN CONC) 62 16.0"16.0"I6.0"15.0"16,0"16_0°.I^0 ; .0_ : 5.0"13.5"12.559.0" 3, SEE MOUNTING SECTON DETAILS'FOR'IDENTIFICATION OF CONNECTION TYPE. - 0"16;0"13.0'!12.0"16.0 16 0 16 0 lfi 0 B 5_ 7S" 110"12 0'Ill 55" 5.5" B.0' 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTMC-90 HOCCOW;CONCRETE •�� 110 16A"i60"D' 0' 0 "k5" B 0 - B 53.5" 4_5"- 6.5� BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE,FOR PROPER 7.0" q.0" 3.5" 4.5+' 6.5" 8.6!' 7.0" 4.0" .3.5"1'4.5" 6.5" BS .5" ANCHOR TYPE BASED.ON TYPE'OF EXISTING STRUCTURE AND APPROPRIATE 2-!/�"MIN lDOe DISTANC! CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF 1/4-POWERS 55 DROP-IN CONNECTION TYPE. I W/EMBED 30 BOLT AND ci. c2 'c3 c4 CS C6 .Cl c2. C3 Cq- Cl, 76 c1•t.[x I C3 c4 C5 c6 S. ALL CONCRETE ANCHORS SMALL BE INSTALLED TO NON-CRACKED CONCRETE 1'EMBED(3000pi1 MIN 48 16.0"1fi.0"16.0"16.0"16.0"16.0"16:0"36,0�'30.0'.' 9.5" I6;0"130"12.0"12_5"16:0" .5.5" 7.5" 9.0" ONLY. I ' CONC) 62 I6A"16j0"12.0"11.0"1610"1.1 5°150"16.0;' 7.5" 6S" !0_U"10,5". 8,5". B4O' 1 7,0" _ Fl 72 16 o i6 D 5 5 9,016 D 12 5 12 a l2 5 6 0 5 55 LS" 9 0 7 0' 6.0" !r/.,//I'6.0" 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED _ �t •LIN--� _110. IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS,:EMBEDMENT �cA -• �„ .-.-- /�/ / LENGTHS SHALL BE ASNOTED'AND DO•NOT INCLUDE STUCCO OR OTHER FINISHES. , 200 5.5" 7i� %i/�✓/J/// 5.0" 5.5" %%// „: i/ 5.0" S.5"liyf%y%. !'�• i�/�H.0" - 111 1/4'POWERS SS DROP-IN ' 3-1/ •MIN EDGE DISTANCE 7. WHERE EXISTING STRUCTURE 15 WOOD FRAMING,WOOD FRAMING CONDITIONS f!St fl W/3/4.2U SS BOLT AND Cl I'C2. I C3 I C4 I C5.I CIS I Cl.I•C2. -C3.1 C4 I CS X.C6.1.Ci I r2 I.C3• 'C4 ! CS C6 VARY,FIELD VERIFY-THAT FASTENERS,ARE.INTO ADEpUATE WOOD FRAMING. yl 1"EMBED(3000psf MIN 4B_I6.0"16.0"16.0"16.0"16.0"16.0"14.U"16.0"11.0"30.0"I6.0"14.0'13.0"13.0 6.5' S.5"f B4O" Q.5' MEMBERS NOT PLYWOOD.'FASTENING TO PLYWOOD 15 ACCEPTABLE ONLY FOR F) CONC) -62 16.0,"16,0"13;0"-12.0°16.0"15.5„'16;0'�16A" B4O't, 7.0",•]D_5"11.01' 9,01, B.0'4 5.0" �r 5.0" 7.5" SIDE CLO�URE PIECES, a 72 16 0 16 0'10.511 9 5 16.01113 5 13 0' 13 0 6 5' 5 5 6 0" 9 5 7 5' 6. %/ // 6.5" B, WHERE LAG SCREWS'FASTEN•70 NARROW FACE OF•STUD FRAMING FASTENER ...,c D•gill •llf�--•-�" 110 12 0'11 5 6 0' S 5 D" 9 0 7 5 6L5 %%/�/��//f, 6 5 6 05;0"% // 5.5" SHALL BE LOCATED 1N CENTER OF NOMINAL 2"x 4".(MIN.)WOOD STUD.3/4" _ t 5%///'%///, %/! 5.5" 6.0" 5.07 %! �,:/..5.5'T 6.B" -5.0"/ .//. 5.5' EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. LAG SCREWS SHALL HAVE PHI WPS PAN HEAD OR HEX HEAD. 1 j; 2"HIM EDGE DISTANCE 012 SMS W1 2•EYEWAu c1 -c2 c3 C1 c5- -c6 Cl c2 c3 C4 c5 Cfi Cl C2 C3I d I c5 c6 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2^ENGAGEMENT OF THREADS IN LpryByOLRW{CTBLNfi00PE ARMOR INSERT W/2'EMBED 48 16.0"16.0"13.0'I 13.0"16.0"13.5"16.0"16.0" B.0" 7.5"116.0" 9.5" 14.5"15,0" S.p" 4.5" 9.0" 6.5" BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER I --__-- _--_..___ -,_.__ " _ HEAD(SIDEWALK(2000ps1 MIN CONC) ( DEWALK BOLT),U.O.N. 1-5-2338 62 M 0"16,0" 9.5" 9.0" 16.0"10.5"16,0"16.D" 6.0" 5.5" 12.5" 7.5" 10.5" 9.5' 3�5" 3:5"_____ - - -_ -- " - -- '- - .S.f ',T/ - DESIGNATES A 0 N N W _ 72 16.0"16.0" .8:0" 7.5"16.0" 9;5" 14.5"1 0" 5.0" 4.5!' 9_011_6,5"6;5 7u5"-3'.p »1//. 4.5'. 4.5" ANCHOR CO DITTOS HICK A E NOT ACCEPTABLE USES, SCALE. - ' _T t _ - 5:.._.....)..i.r> :r.i irii PA44R949_tt dQNI fly` I10 13;5' 13.5'T•4.5 4.0"B.0 6.0'!' B.5" 7.0" 3.0' //(4.5" 4i0 7A",55 �/ �rii�3.5" 3.5" • DESIGNATES ANCHORS WHICH ARE REMOVA LE BY REMOVING MACHINE SCREW, _ ✓ _ _ 200 7.0° 5.5 //j/%%/,iii 3.5" 3_5'! 3.5'• ).0' 'S.5 /f��!Ti.- 3.5" NUT OR WASHER WINGNUT. ! , e .�.«_...-__..,.. R 812 SMS W/2.75!EYEWALL 48 16_0 16,0 16.0"16.0"16.0"16.0"16.0"16_0"11.5 11.0"!fi_0"14.01'16.0"16.01'.7,0" 6 5" 11.5" 9.5° 10. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. q� i ARMOR INSERT W/2.5' _62 16,0"16A"13.5"13.0"16_0"15.5"16:0"16.0" B.6" B.0" I6_0°11.0'13.5"12.0" 5.5' 4.5^ 7.5" 7.5" EMBED(2000psI,MINCONC) 72 16.0"16.0"lt.o"10.5"16.0"13.5"16.0"16,0" 7.0" 6.5" 11.5" 9.5" 11.0" 9.5" 4.5" '4.0" '6:0" 6.0!' 11. WHENANCHORINGTO HOLLOW BLOCK'SDS DRILSSHOULD NOTBE USEDTO -- __ _................ ..__.__-,.._._...._ _.-., j �• - 110 16,0"16.0"'6,5".•6.0" 10,5" 9.0" 11,0".9.5"- 9.5" 4.0!' 5.5" 6.0" 9.0" 7.5"r.5" 3.0". 4.5" 5,0" DRILL INTO HOLLOW BLOCK NOR SHO(1LD IMPACT DRILLS BE USED TO INSTALL O l' - - CONCRETE SCREWS TO HOLLOW BLOCK Ll 200 9.0" 7.5" 9.5+' 9.0" 7.5" i i i ANCHOR SCHEDULE: CONCRETE (CONT.) FfWIK tlFryrvNUO!.E. {Ir ' 2r3/16"MIN EDGE DISTANCE 3-1/6"MIN EDGE DISTANCE ri Spg05 Up To 6'-g° I Span�U�7o 8'-d� .S(�ao• p T.13 0 SBang yp3g 6_•0" SpeHc up iq B'-B'• i Span Up To 13'-0_' `�L7 _ LOAF CONNN TYPECONN TYPE CONN TYPE CONK TYPE CONN TYPE CONNTYPE <( _ ANCHOR (w) ,CI C2 C3 I C4 C5 I C6 C1 I C2. C3. C4 C5 Cr, Cl C2 C3.. C9 C5. .C6 'Cl C2 I C3: C4 I CS C6 CI I C2 I..C3 C9 CB• C6 C1. C2 C3 C45116-ITW CS fi NI/'E004 TAPCON XL WITH 48 16.0 16.0 16.0 ,16.0 16.0 16,0"16.0"'16.0"15.0"13.5°16.0 16.0 16.0 16.0 9.0 tl.0'- 11.5 12.5 16.0 16.0 1fi.0"16.0 16 0�16 0"16.0".16.0 15 0 14.0 16 0'16.0_16,0"16.0. 9 0- B fP 12 0-13.07 1-3/4-EMBED 2899 siMIN fi2� 16.0"16.0"16.0"Y36.0'16.0"lfi0 160 116.0'!10.5"95 755'145 130 120 65. 55 'X 10.0"16A"166; 160 160 160�160 160 360.310 95 160 150 135.125 65 60', 75� Oy' 0.1`l,' �fi�'+16." 5^" B D" ]1 5"12:5"31`0"9.5" 5.5"�A.S" 5.5" �Br5" 16:0"16.0"14.5"13.0 16.0 i16.0 16,0"16.0 9.0° B.0" 12.0"13.0'!115°10,0" 5:5"5.0'_6:0" _ _ •^ CONC) 72 16.0"16.0"19.0"113.0".16.0"16A"1_.0 0 ,0 ...!__..._.....__.t.__.__._.._..._._._.._ ....._..f _.,_._. ........__.�_�_'.'_�� _- - - __._ __'-'--_ _.._..... .... .1! _ VS 110' 16.D^1fi3O" s,e"')7.5^ 10.5 Iz 0 lo-.S �s.O" •5.5�-_4.5_ 5.5" B.S;. 9.0_ 7:5". 4.5 4.0" qs" 7,0 16.0 16.0• 8.S 7.5 I10 5' 12.0 11.0 -9:5" 5.5" 4.5"6.0" 7.5" A.5" 4.0" 4.5" •0 _ 200 9.0" 7.5" '4,5"1.a.0". 4,5" WO 9:0"i 7 5 5' 4 0 4 5 �7y0" 9.0" 7 5 A 5"A D1 4.5" _LO" 9:0" 7.5" a.5"- 4.0" 4,5`4,7.5" 9.0"7.5" 4.5" 4.0" a.5^ 7.5" 9A" 7:5�4Z5" 4.0" 4:S` 4B 16,0" 16.0"16.0"16,0'1 16.0"I16,0"16:0"15.5"16.0"I6.0"16.0"I6:0"10.0'!-9.0" 12.0"15.0'!16.0"16.0'1 1&0"16.0'!16.0"!16.0"16.0"16.0"16.0"I6.0"16:Of I6.0"16.0"16.0 11.0 9.5" 13,5"16. 5/16 ELCO ULTRACON WITH .__.._.___.......__.__...__..,....._ ....___..__. _.._._....._...___..._.....,....,.._.,...._...__.,..__.__._... ,. ,_....�.._...._.._...:_ _ _ _ _ gyp 1-3 4•EMBED 3500 sl MIN 62 16.0"1fi.0"16.0"16A"16,0"16.0"IfiA�16:0" 2.0"11 0 36 D 16.0"14:0"13.0",7:5" fi 5! 8 Or 11 5 d6:0"16:0"160 16A 16 0 I16.0 I6 O I6 O 13 0 12 0 ]6 O 16.0 15 5 14'O U D 7 O;: 8�5" 12.5" /i7P- :J�, oT.� CONC) 72 16.0 16.0 16.0"15.0!'16.0"16.0"16.0 I16.0 ]0.0"I 9.0' 12.0"15.U"11.5"1D 0 65 55 '60'!'300.16:0"16.0"16A"1610 160 16.0"16.0"16.0 110 95-�135 1fi 0;'13.0"11.0 70_ 60" " � 7lU.w �p,5 m 110 16,0 I6.0 9.5 B.0 11.0 14,0 I1.5 II0.0' 6.0" 50 6J1'.100 95'. B._0 5.0 ri��._50, 9:5" 16_U"16.0 1U.5 9.0" 12.0! 15:5'12.5"11:0" 6_S".9.5 ti..6.5" 10:5 105"IIt({_H.5' SS,f�%%,1{I1}.5.,0" '9.U" '[I] O ��• - S. �B.S 9.5'! B.0" 9�0". i/ 5.0" 8.5, f0.5" 8.5" 5.5" %KIYK..5:0" •5.5" 10.5"1 B:5" at U200� Z ¢a•:p: up'i 11 1/4•POWERS TAPPER*W/ 1-1/2•MIN EDGE DISTANCE - 3"MIN EDGE DISTANCE 1-3/4"EMBED(30DOps1 MIN -Cl i C2 I C3 C4 CS' C6: Cl. C2 -C3 '.C4''C5' Cfi .Cl. C2' C3 C4 CS. Cb :Cl, "C2 .C3 I.C4. CS Cfi. Cl C2. C3 C4' CS .C6 .Cl1 C2 L3 I C4 'CS •C6 w d 3 4. CONC) 4B' 16.0"I6.0"10.0"i10,0"16.0"10.5"16.0"16.0' 6.0" 6.0' 16.0r. 7.0" 13:0"11.0"•r!t,/• r.6.5"__5.0 Ib.O"16:0"16.0"16.0"16i0"�16,0"16,0"16.0"11.0'•10.0"16.fP'33.0".16.0" e. ¢y 62 36.0",16:0 ;7.0" 7.0" 16.0" 80 13.5"14545'! d D 90 5.5" 7:5" 7.0" / +.. i 16,0"160 125 120.160 1SlA "16,0"16.0 B0 70 135 100 335 105 50 4.5 65 I70' W _ - '%"'(i:' ..•0"KF 4.5"•/!f �/:� /i.�16.0 16,0"l0.5" 9.5" 16.0"!12S IbA'16:0 6 5 �6 0"'�70.0" 9.0 9,5 B 5 (4 0"%%:' S,O:' 6.0"- 'c.w 72 16D 136:0" 6.0" .55 360 7.h- 3,1,d"Il0 r„�/u./r�� 65" 5. 5 '/. n _ _ _ - [r=�" '„T"_, .;1,, rr -„ .0" " /r !i J /fi ..,y_ .��ufi/ ;J%1/r�._._.�. .. - rrir� '+/� 310 10.0,10 0 //.;.y/1•.,., 6.0 4.5 6A 5.5 r/Jn Fi/r��;,/.. 5.0• d 0 .1�,. ,! 15.0 15 D 6 0 5.5" .9.0" 8.5" 9X1 I B.0" 9.0"v%����5.0" 6 0" 7.5" �/7j 1r/ /f1 ?i! ! 7 i/ •/.% //il - , / //r ,.J,�,. „%._oSi "`/.�%l 4' r"/..'n 4�.Ou. 5.0" ).5"1 6.5" f rri��,'/...A.0 15.0' 200 9A"�4,0"�!/i fail/.r. ./c 5., ///f. /�7/.il 5.0" 4,0" r�.i:../.. /... 7.5 6:5" ,Jf/ 4. 15.0' -7.5"�6.5" /, ANCHOR SCHEDULE: HOLLOW C_ONCRETE,'6L_O_CK. 1"MIN EDGE DISTANCE✓ 2-1/2"MIN EDGE DISTANCE ' 5P3RF,(1P Tp B.AI 5P+!!!4�PSg_1�to." @Pf!I+UR_Io 6'_0" Spence Up o B,;-B" 9enOt�l T 3'-0" W t o LOAD CONN TYPE CONN TYPE CONN TYPE -CONN TYPE CONK-TYPE CONN TYPE I C _E ANCHOR (P1n CI C2 1 C3. C4 C5. •C1. C2 C3 C4 C5 Cl. C2 C3 C4 .CS CI C2'- C3 :C4 'CS C1 C2 C3 1.C4 C5 CI I C2.•,C3 Y'C4. CS �.0 $ 1/4•ITW TAPCON WITH 48 T._5" 7.5" 3.0" 7,0".7,5" 'S 0 5 0 /.v,/.: 5 0'! 3.0,,, 3 f]_ i/•y�rir:� s•:.'10,5"I0;5" 6.5' 6,5" Ios' 7.w. 7.0- 3 5r 1 3.5".710" .4.0 19 0. iv.rLi r• v ,._.W/!�/ry//! itJ.i7ilr,v.I/r//!f!i/r/i,..._... ..,_.i,.. ._5 .yri/„'�•i>, 3.5.•9.0`•;y/ ✓ i,f7!r'/'�•• ANCMgj HNq s';SEE SHEET .. .•�'b5e oero. 1-1/4•EMBED -62 6.0"y'6.0!' .,L,/LJ.6:0" .3 5- .4.0' r / 1 f/�//•rr<�/ .. r/r/ 6 0' B Oµ •f S 4 0 B 0` 5 0 5. 30 FOR ANCHOR NOTES, y72y 5.0�'19.0" r/'.r4:5!'3,0. 3.0"1:;r. /• ri,r/,r /!/ ?i / 0 70 33 30"�'-60 40 d.0".//!'/.� r yni;�-/ �i r/ 7 - :vi;i..J�v. r .✓n.-snv r c•/ `/.rd.�/, ,(/r! /.���f/3:5 3 5,,ilrfi �. ///• /i', i.._ �i �J•i�/r.Y./� !/ r r i!i �m:�. 200 _ f...-r/µ;GIG ✓ .P r i r y/ >//rr, .. .W' /�///�1 ., ? 1 4°•ELCO ULTRACON WITH 48 11.5".11.5 6,5 6.5";11�5• b.D i 8`0' ///': 7 5' -4:5" q:5" �/� [r7.•fi.,•ll S 11 5_ 6.0'! 6,0!' 11.5'! 8.0': 6Y0" f/i 7 5. 4.5�4.5"�, �// u %•r. , 1-1/4-EMBED 62 -9.0"- 90 45" 40i 9A"' 55 .60° r,/���i //,/f/f/ii�/r ri,,� 90 90 4.0" 4.0° 90 55 60 72 43; MWI non Y//7/G. /lr�i �.///r T S 7 5°%%!j /,// 6$ `•1,5'4.5 r%i thf%%l /;. �!/%L/^` 3:5 i % "'9'r' ! ! /,• s n /r'm✓ii r/i/y /�%//i// / '. $g �f^.3CR�ID• zoo i:%%/J%i7.'r»:'rid r�,rrf i > r:.' /% /%i, >r .l:t!.'•lL... i !i,, 1 4•MILL£NWM MILLFAST aB h.0"1�0. fi 0° 6:0' dd,0 9 5 ' -I, i•r//% 9 0 515"„.5.5"- //.���,!// IS 0 15.0",9 O 9 D" 15;0"10.5'!]0 5 50 5:0'�10y0";6.0" 6.0 & ANC ORW 1-14"EMBED _10.5i'10.5" 4.0" 4.0 110.5" 6.5" ;7,5" %�Ii��/,./i% 4'S" 4:0T %/////,% / // I!5 !13 60 -55. 11,SY 7.5" �/fir 50 4:o't •4.0"'r p n I l _62_ _ r > of jnr,-; 72 B.0"9.0"fl/% ' B:O" '•5.5'sl. ri'.r..:.,% //// f%!,/, .r7G !0 0'!10:0'!,5.0" d:5". /ri:JCrr h!i rii.l i•�I •r,.Yi/•,! ,/c/�/!,r�G /rr :$ p,lr %/,r% /.�' /r/T/�lr ;ri /%�' lr�// /�� e �1i0�"s:o°"s:o".,/is,Jri/,/.,..//. //��7//•.,i /%/ x 11= 20D f� �fji•9/'. ,. ti:. .i/rrii/ . /,rJi•`/J1/,.✓i/!e.% /,r/i/.///ii��//f% '✓r�i //..fl/ // 5 M 1 1/4"MIN EDO!DISTANCl. 2 "-a DGL DISTANC! 1/4•ALL-POINTS SOL10•SET Cl C2 C3. C4 i CS CI C2 C3 .C4 C5- Cl. C2 - C3 ,C4 C5. CL'. C2 C3 CA .C5 -C1� C2 G3 .C4 CS C3 C2 i C3- C41 CS 5 m ANCHOR W/7/8"EMBED i 1/4-20 55 MACHINE SCREW 4B 1).5 13.5" 5.5 5.5 ;13.5'' 93� 9.5". 9.0" 5.6'� 5 5r�r,,�,i // 3.0"•16,0'!16.0" 9.5" 0"16.0" 'X 62 30:5"10.5" A.D" 4.D" 10.5' 6.5" 7:N' r /f /�. 4 S' 3.5' 3,5" "i'J,'i'Jv'•'+J/��f�f 56,0'(16,0" 7.0" 6.5" 16,D't IS,S"12.5" 4.0" 4 V. B 0' 6,5" fi.0' /..-/.,.)3.5" a 7 90" 9.0'� 3,0" 3,0 B4O 5.5 5,5 .r./! , 5.5" 5.0" ". 9.5" 3.5" 3.0 5.5' 5.5" s - -- 'r �:%/,•'!,' ."r'. ri�:`i,/I/� %1�:'��i'�f /�i/,%ll B5 85�-3.5" 3.0" So 55_.4_ _4y5 � ��yl/,r q d a 5 c� •g'{_� 110 5 0' SA" /........../ 3 0" 3 0 ////�r/ f _ !" .�!. /'• / �1.//!i.%//%. r7i ,!r. ii' AS" 3,5"'f!✓%r..r%% �:5" 35 / ..r .�i 45 35".r�•.� 2/ pp i /✓i L �.. p! 3 MIN EDGE DISTANCE _ 4 MIN EDGE DISTANCE 1 p 5/16•ITW TAPCON XL WITH Cl .C2 ;C3. C4 CS Cl C2 C3 C4 CS CI C2 C3 C4 C5 Cl .C2 -C3• C4 CS -C3 -C2 C3. ,.C4 CS cCl C2 .C3 C41 C5 ----�� ��■ s 1-3/4•EMBED fiI 4B' r-rf ✓ / ! ! ! rl6:0"16_0"11.511.5"160 120"120 65 60 315 65 .YO4.0" 62 i/'U',7r v,:•,n,r,..<./.,r f,../. •//4 ��' ar ••f!% / j l3 0 13,0_ BAD•7.5"13 0' B_S" 9.0. 4.5'.'4.0 5.5" 4,5 4.5" %f//.:� ,,,�,�(%%r�• 6 p a,r%�v iG ,r, i r r Syr f// i%r _%rr'v�rr�115 115 6.5" 55 10.0 6,5", 70 40' >; r, A.O" '40 i.rii/• '-2 yi//./�rir,y�i.,r,i /i!.%!%:.;;d <.��/.,./! r yr/• /.. ___ R r Sir 1 �., .r.J'il• Uu•r%%i>/,i /;`,l,•','.r l! % ,7!r f:`rrr,'r.6f5:`�/f�%!"•%r!1. /! � 6.0"6.O,i %r.�rl�r/•, / c kpa �+ y 1,D '/�/�'�I%/�// r%/'. f// r, �/•/%!, �„ J! ,r ,/,.r�.f�.nn��,„�;/•,;�;r ���� S (I Cr�r• :.. .:. »`ry msn'.1,yi,Y/�� .. ..,./i!, J.G/ �,/!.,fJ/i fr i /J ... '///./(� �' i v/! r r, 200 ir•.-i / , r ..v✓r. 3 1 S"M[N EDGE D,.TANCE ! 1 S 1S NIN tDGt DISTANCl d 5/16•ELCO ULTRACON WITH Cl C2 C3 I C411 CS Cl- C2 C3 •C4. `C5'.CI 'C2.. C3' C4 C5 Cl C2 C3 L;4 CS Cl,- C5. Cl - C2 ..C3 C4.I C5 CaWlpOtll/iLW!C1f/NY00PE 16:0"16.0105 SOS"16:0'12.5"12.5 6A" 55.12:5" 75 75 v u1-1/4•EMBED 4B 10:5"10.5' S:5". 5.5 10.5" 7.5' 7.51° r_ �Q14:5" 7iU6..5" 14.5" 9.0"-10.0" / / 6.0'� 5 .rr.i.i%J. 15�2338r// BOP 50 55 iff r•, rif / fB.D ;B 0 / ;• •. 5. i' :r!%% f l . 6a I / n •��1ri// !/l .!r.::r�rj11, srri,�:vv /i/ /. // //.ri:F 32:5'1 12.5" ,5.5" 11A' 7. , . .� piz i;u 7.D^ J,� /.,/ s.D" /r -�f.. // �r >/ // !/.: J i%// / !it rrf riry/ / //Yi ' / n/ /// �/' /// //� 1/ l / '!/////!! Ja //�J f�/ { J 'rj/.•�,/ �/r FARP�IC_!1_M M1%�if �iI>>� l!% 6 .. .».... ... ry..:?,: i 2f101 v1ry S%i':1F%/,�f�l/:?n �i•�1�ir�,,r./% /.,, ..r,r/!/..: 1l_. v 1 ! I PCO0 L.9ENRARD/O M.E. �PEOD16549 I ` ' `♦ \_�•,... N Sir �.�. � _ NO PEi00465gq :. ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK (CONT.) ANCHOR.SCHEDULE: WOOD C G=0.55-_.-- ___ _. _._ 0 ~ °� 2"MIN EDGE DISTANCE 3/4".MIN t EDGE DISTANCE /, G 5 ans U To 6'.O" 5 a,U TD B'-8; 5 an T 13'� r LOAD �pan5.S1 Two 6'-0" 5p2'q Dp.To 8_V' Spanc dTQP�,� Lt w 1 LOAD CONN TYPE CONN TYPB ANCHOR CONN TYPE CONN TYPE CONN Ty- Z W u p_ P P._!'f P B_ E4p_4__ 4 S i'11111 f1- o x, g F5 o ANCHOR (pst) CONN TYPE _ (P■f) Cl C2 C3 rp`� �> 61;< m Cl C2 ! C3 {-C4 ! CS Cl ! C2r. C3 '.C4 C5, Cl 7 C2 C3 -OI 1 C5.. ,C4 C5: Cl. C2 C3 C4. CS CS C2 C3' :C4 CS b �;41. .� 1/4'POWERS TAPPER+W/ T4_8 ISMS'15.5" 6,S''6.5" 15,5"10 5 0 5 :4 0 4 0 _!0 5 6 0:.6.0" 1/4"LAG SCREW WRM 1-3/4_48 16.0"16.0"11.5"11.5".16 0 16 0_16.0 7 5 7A_16,0"16 U 16 O q 5 4 5". 15 O .ID gg Z'I ! MIN THREAD PENETRATION "" *• ,Z' 1-1/4"EMBED 62- I20!'1Y0 45'f,4�5 120 75 80_;!//ifs//r •� •• ��i 82 160 16.0, tl5 85_./6-D 360 16:0" 5.5" 55 160 160 155 35 35- 95 1R SSS l'J Jr. 5 0 A S 4 0. r• /. 72 16 0 16 0" 7 0 7.0"-16'0 16 0"16.0"4.51 4.5'. 15,0_'14,0'l2,5"."3.0" Do 7,5" .W 72 10 5'10 5 4 0 t"''/ 9'0 .6 0 60.. i;l�f/.%i�i iN�%�r•�/ij✓///r1�1%i 1(=11111R1:'b -"' -- ---- �.T� ii0 5.5" 5 1 ;;/ii 1,/. r ^r <! /�// % ri�i!r r. 110µ 160 160'y415" 4;0" 13.5 14.0"12.0" 3A'1 2.5" -7.5" 111.5" 9.5 2.5" 2,0" 6:0" d )y O 200 ////l //�lii,�a,Ji•/iis^. %�:,, r,• �/.�7i' err/,/! 200 I l 5 9.5",,2 5,.•2:0"., 6:0_11.5 ;9.5 .2.5 ,2.0'i6.0" 11.5" 9.5 2.5" 2.0" .0 IR W W 7/16"WOOD BLSHING WITH „4B,]6Au I6;0" 9.5" 9,5°•]6 0 13.0,•13 0 5 5_.S.0",13.0" 7 5 7 5" 3.5" 3.0" 4 5 C '�W '■■12 SMS W/2'EYEWALL 48 16.0"16:0" 8.5"- 8.5" 16.0"-13,D"13.0"'S,0" 5,0" 12.5" 7.5" 7.5" 3.0" ,3.U" 4.5" 0 1.13':MIN EMBED-&1/4.20. fit 14.5 14.5' 6,5" 6.0".14.5" ARMOR.INSERT.W 1-34' r�r:•• _ _ _ _ _ / / 62 19.5 14.5" 6,0" 6.0" 14;5" 9,5":--.-:q,0' 3�5"� 6:D"_S 0":4:5'�'%%,/i�•6 3.0" SS MACHINE SCREW - r -- qg• o EMBED - ii 12:5'12.5" S.o" q,S' 11J0"7.5" 7_5°I i o' 3.oT 4s qs" 9.5'(7 %// ,R_12.5"17.5"'5 5 5 0_f 1.& 7:5-7 7 5_"_3µ5'_3.0 _4.55 4.5 .3 5" 2 D"%/fir 2,0" 4 = 4.-->, 110 7,0'.�17.0": 3~D" Sri/ 4 0 4 0' 3 i 'J/�%'//�,�;i� 3 5"�3 0 I��/�4�%i i/i o 110_ 7 0_ 7 0' 3 0 2 S'� 4.0 4 0: 3 5 2 01:`%/L 2 0' 3.5" '.?. 200 3.5"�3.5„ llr� •"`Y." - J.e/ifin//r/��/ - -;P.//it :/i o " 200 3 5. S'6!i%i i it %i; 3 5 3 0 /%///%/ �yi: 3,5 3:0" r„l/Tyt• rs 35 3`Ou.`f... .�ii✓,//f 3.5" 3.0.�� /�f/,•////, 3 ,.......W...... .<. !/f.f! ,. !.lfr,�....1.� / rrr /�i; '... I14'8M5 d14W00D5CREW 98„160 160 134 130'160 16.0 160 85 tl0 160'160 160 50. 50 120" DR 7/4"3�0WERS.7APPER+ 62_16 U '16 0 9 5 9 5 36 D 160 16 0 6 0 6 0� 1fi 0 13 5 12 5 4 0 -3 5 ANCHOR SCHEDULE:_GROUT`FILLED CONCRETE-BLOCK PENEHTRA710N'N(HREAD Y72 160 160_.B0 75T 160_160y 160 50- 50' 120 115 100 :35 30 4�UtlY0001wAw• 110.16 0 16:0 5 0 q 5 l0�5 11.0 9.5. 3.0"30 6 0" '90 '7.5" 2.5"2.5" 4,5 Inc, 4"MIN EDGE DISTANCE W u. . G LOAD 5pp0c Ue1g6_O� `*1111,U�Tp-_`B„ Spa'LUpsp 13`-D„ u rii .(Pc1) 'CONN TYPE CONN TYPE CONN•TYPE =,c !�m o ANCHOR Cl C2 1 C3 i C4 Cs Cl.I Cz .C3 C4. C5 Cl.1 C2. C3 .C4 C5 ANCHOR SCHEDULE: WOOD G=0:42: "�c �'" 5/16'ITW TAPCON XL W/ 48 16.0"16.0"16.0"176 D 16 D ]fi 0 16 0"16,0"1¢K 16 0 16 0 16 0 2-1/4'MIN.EMBED 62F 16.0"16 0 16 0 16 0 16 0'16 0' 16 0 32 5 11 5 16 0 160]6 3/4"M[N�lOG!DISTANCE zm, �72 160 160 16055 160'160.160OS 9 155 145 125' fi5 55 80 555 III .5 L SpaUc Up 7 '•0" 6paac UpJOa,�B_ Spans Up 13 0" �;.•- . 110 16 0 160 300 �9 0 14 Or 14�5 12 5 6 5 5 5: 7 5' 12 0'10 0;5 54 5 60" p.((��.;ANCHOR �Ps��. CONN TYPE CONN TYPE. CONN TYPE 200. 12 0"10 0 5 5" 4 5 6 0 12.04 10 0 r5.5' 4.5" 6 0 12 0"30 0 5 5" 4 5 6 ll' x F h. Cl .C2 C3 I C4 I CS CI-.'-.C2 I.C3 I C4 CS', Cl I C2. :C3 6 .CS g m 5/16'ELCO ULTRACON W/ 4B 16,0 16 0 13 5"13 51 16 0 160 16 0'B U" 7.5"'1 0 9 5 9 5. %//j %/� 6 0' 1/4'LAG SCREW WITH 1-3/4 48. I6.0°16.0" 9.0" ,9.D" 16,0"16.0"16.D" 6.D". 5 5 16 D 16.0"16.0" .2-1/4 MIN.EMBED 62 I6A"160 9 9 B 5 I6 0"12 0 12 5'}5,5" 5.0" B.0" 6:5" 6.0" I V`//fiy: %, MINTHREAD PENETRATION r o ... ._ - ._.._...-._.._L2_ _L_ ,�, _.__...._ ,/ , , -62 56:0"16.0" 65" 6.5' 16:0 16.0"16.0" 4.5" 4.0 13:5 11:5"10.5"2:5" 2.5" 6:0" s G. 72 16.0 16.0'(7.5' 7,0 SA0'. 2-5"...9.5" i�' ��i.6,0 5.5" ///�I/�// / •....,,_;,...._,...._._. _.t____.__.,..__._............-._....__._......„_......�.__--- "-"--L'V' '`"'-7i"" ,T I7//1`- ! 'i' // r// i J i•r n 72 16:0"'16.0" 5:5" 5.5".16.0"16.0"16.0" •3.5" 3.5" 10.0" 9.5" .B.O". 2.5" 2.0" 5:0" !z o Ito tl,s"I es II/L///.�5.0. S.Sl/Ii,'Jf%//.':'l%/r1r l/ / // _._._.__.._..,._..._. _,,.._ a z f1= - f' !, .///,...,,�/./.: o lt�7nmin'Y uo 3.0 6.0" 9.0 `e:o' 'iCo' -.- s.a' 7.'s''s.o^%D^ i/,/.''�.o" H >: o "zoo ;i(%�i' %%/ lJi3 .•. ;;:% ;•:S�fi,! /, 1!'// u -r;i� - i - i/ ° S u20D,. 75 fi0 20 40 75 6D 7,.5" 20 40 ., . H Y M1N EDGE DISTANCE 7i4:SMS 114 WOOD SCREW 48 16 0 16 0" 9 5 9 5' 16 0 1fi 0"16 0 fi O' ,5 5 16 0"11 0' 11 5' 3 5 3 5' 7 0 "� ^ Cl C2 03 C4 C5 Cl.i.C2. C3- C4 C5 :Cl` '.C2 G} {4 I C5 Q OR lµ"ADWERS TAPPER+ b2 16.0 16.0"•7- 6.5" I6.0 14.0'i5:0 ;4.5 4.0 9.5' 8 0. 7 0 i 2:5' 2.5" 4 5' ------ - o WITH 1-3 4'MIN THREAD ---•-- - -- �t-C3 - M32EYEWALL 48 16.0"16.0 10.5 30.5"16.0"36,0"16.0" 6.5': 6.5" 16 0 2 "1 ` J 1. 5 2.5" 4.0" 3.9'-�7,5" PENETRATION' 72 16.0"16.0" 5:5" 5.5" I6.0"11.0"11.5" 3.5" 3.5" 7.0". 6.5 5.5' 2.0" 2.,0, ARMUR INSERT W/2 EMBED fit 16.0 16.0 7.5 7.5 16.0'15.5",16.0 5.0" 4,5" 10,5" 9.0'r 8.0" 3.0" rr��5.0" �' 110�10.5"10,0" 3.5"•�3.0"� 6:0" .6.5" 5.5"2:0" �2.0" 3.5" 5.0"� 4.5" _2.0"•%Y? .2.5"pp__ _........_._....__.._.._r •%.�__.._. ....._ 72 16,0"I I6.D" fi.5" 6.0 16.0"12.5112,5" 4.0" 'i,5" ZS'r 7.0" 6.5"i''r';%fv",a.,'�O" 20D 5.0" 4.5" 2:0" / 2.5" 5:D" 4.5" '2.0" ��`%-_5" ,_.. s, J / Y // /__" 2 5' S.0° 4.5" 2:0". YC4, 2.5 =v _110�11,5"11_5" 4.0" 3.5" 0 6 0''////y!%+/ 3 S 6 0'�5 0 /// �.ci 3.0" ■ `. ido 6.0 6.0" %//lJf %i;3:0" 6.0 �5.0" 3,0 6.0' 3.0 r 9,.f:' %4.3,0" j ANCHOR NOTES:SEE SHEET AN i O�r11a8IFlNML■B■1N00lE f 10 FOR CHOR NOTES.' 15'2338 P.A9tl.BE�CR1(f10.M1 I I i i i ' ASSEMe WINDOW 4•..BE� ��Fp 0205 9NHAR.!"0".4r' III1 nrA EDGE OF ACCORDION 12"MIN FROM , +11 No PE004fi54 SHUTTER BLADES EDGE OF SHUTTER, EDGE OFACCORDION _ 0.125`..y 1 Ir -TOP OR 80„OM SHl71TER BLADES •k 7 SIC _ I` 0.032' Io-125° � 1 'O y. 0.196• = Q STATE OF . o N 12 2.875'0 HOLE TO RECEIVE ROUND 3.5-M[Nr� Zwww� WINDOW ASSEMBLY iTYPiCAL z� a . •-. lH_PHIN Tn 02.875" 03.250"�/O.1BB° 2.675 0 HOLE(TO RECEIVE ROUND-WINDOW ASSEMBLY) . 6d LIGHT-N-VIEW WINDOW MAXIMUMOFawINDOws ow �$ ¢ A N.T.S. SABIC PLASTICS SL%1431T-UL-94HB PER�YERY OTHER B1AOE W p .+ ROUND WINDOW; ? LIGHT-N-VIEW WINDOW ASSEMBLY i N.T.S. EXTERIOR ELEV i � N ( I W $ 12°MIN.FROM �y1� EDGE OF SHUTTER, EDGE OFACCOROION i�i w o. TOP OR BOTTOM SHUTTER BLADES �'�+"��!'1 IwYi.Q .6 m RECTANGULAR ^...J_... m WINDOW ASSEMBLY - 1 BLADE W/ ROUND WINDOW EDGE OF ACCORDION ],$ N.T.S. EXTERIOR ELEV Q ( rQq}c SHUTTER BLADES f------2:210'----f T� k1.210"�'} - 0 0• a .o 0.145" o 4.5"MIN, o TYPICAL a +1I L z 6.000' OLE(TO �+ K — RECEIVE RECTANGULAR i WINDOW WINDOWS 1.540•X 6.000"HOLE(TO RECEIVE � MAXIMUM OF 3 WINDOWS RECTANGULAR WINDOW ASSEMBLY) ry 161" PER EVERY OTHER 8U1DE 093" � .020• J_ RECTANGULAR WINDOW w / b © C�} 0 13 N.T.S. EXTERIOR ELEVt4 JIB" W aq W s•1 y!n 3.5"MIN., _ RECTANGULAR WINDOW `a " TYPICAL u T -T+� -ASSEMBLY p (6 ) R CTHE RECTANGULAR WINDOW NOTES:( u -� 2F" 345" 1. THE RECTANGULAR WINDOW SHOWN IN 5.07 IS MADE FROM GE XLIOTHICKNESS. LEXpN WITH 0.355" (} _ '���' 0.075°MINIMUM THICKNESS, g h i 2. FRAME'FOR.RECTANGULAR WINDOW MAY �S T LL —L o i/ BE NYLON 6 OR POLYCARBONATE WITH A ;C���DMINIMUM THICKNESS OF%161".ATTACH 0*743MfMR(LYFlmmPA TO SLA06 W)TH•(6)4.4 S5 SCREWS ORBOLTS WITH NUTS. Ii5"Z�38 A SECTION A-A - pA4H P�!!iPT7RH! _BLADE W/ RECT. WINDOW s RECTANGULAR WINDOW" N.T.S. EXTERIOR ELEV 1� N.T.S. EXTERIOR ELEV t � ;J5