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HomeMy WebLinkAboutProduct Review Affidavit i Florida:Building Code Online Page 1 of 3 ". '.hh_ `t.�9 -..(+'{ti,4�i t ,'f,1,,y.c= t 5. .n, P rr i'r.2'x`ai �.`L,i,«': �r" L�ys""�Sv`_ciiid&aeri: !x - +,�,r•,;_ tw� '�� {f � 't���.i•lit��h• Sp �.•�.. .1 L�'�' - � S ",e"E•}C�"Un .'•'LS t$rn4F� T�� a?- ! 4 iiiFFFi111Y `( J� n, Z r t .41 �i�s•�`s•+-i�tiu;- !7C �w"�"sG�`,E��',.: 1 .�� tij lr;� ..�".��'� `'�;ti �4 ha ��/ 9�,-t `�' a»z*�.il� ����., ' ,�.5'.�'. 3�.,�€����' ��` �"` .',�`ii,��',e''f:n:: �z ..� �.�•!w. a#�+'�r��t�� �• 'f`�'l '�u •�{r���i�'i'FTIJ�::l n.."r'��ba. �' FIO(ICIa DepaamenN' Bcts Home I Log In I User Registration Hot Topics I Submit Surcharge I Stats&Facts Publications I FBC Staff I BCIS Site Map unks I search I Busines" @USER: Product Approval onal ProfessiPublic User Regulation � Product Approval Menu>Product or ADDIICation Search>Application List>Application Detail u FL13757-R5 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Town and Country Industries, Address/Phone/Email 400 West McNab Road Ft. Lauderdale, FL 33309 (954)493-8551 tomj@tc-alum.com Authorized Signature Frank Bennardo frank@engexp.com ` Technical Representative Thomas B.Johnston Address/Phone/Email 400 west McNab Rd. Ft. Lauderdale, FL 33309 (954)970-9999 tomj@tc-alum.com 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 E] Evaluation Report Hardcopy Received Florida Engineer or Architect Name who Frank L.Bennardo, P.E. developed the Evaluation Report I' Florida License PE-0046549 Quality Assurance Entity National Accreditation&Management Institute Quality Assurance Contract Expiration Date 12/31/2016 Validated By ORLANDO L. BLANCO,I'P.E. ED Validation Checklist-Hardcopy Received Certificate of Independence FL13757 R5 COI Ind'eo 2.adf FL13757 R5 COI IndeD 3.pdf' FL13757 R5 COI Indep.Ddf I Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2006 ASTM E1996 2005 ASTM E330 2002 httns://floridabuilding.oriz/nr/nr ann dtl.asnx?naram=wGEVXOwtDavgk7vHMuovbmRcEi... 6/2/2016 Florida Building Code Online ! Page 2 of 3 4 TAS 201 1994 TAS 202 1994 TAS 203 ! 1994 j Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13757 115 Eguiv Eouiv 2.pdf FL13757 R5 Eclu(v Eouiv 3.pdf FL13757 R5 Equiv Eguiv.pdf Sections from the Code j j Product Approval Method Method 1 Option D Date Submitted 04/21/2015 ! Date Validated 04/29/2015 Date Pending FBC Approval 05/06/2015 Date Approved 06/22/2015 ! Summary of Products FL# IlModel,Number or Name Description 13757.1 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R5 II Dwg.pdf Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo,P.E. PE0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See Installation drawings for allowable FL13757 R5 SAE Eval.pdf span/pressure combinations and additional limitations of Created by I idependent Third Party:Yes use. j 13757.26.8 Streamline Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R5 III Dwq 2.pdf Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo, P.E. PE0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See Installation drawings for allowable FL13757 R5 SAE Eval 2.pdf span/pressure combinations and additional limitations of Created by Independent Third Party:Yes use. 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 i ' applications. j Limits of Use Installation Instructions Approved for use in HVHZ: No FL13757 R5III Dwq 3.Pdf 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 i Other:See product drawing for additional information, FL13757 R51 AE Eval 3.Pdf illanchorage, etc. 1,Created by Independent Third Party:Yes l Bacic Next I Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional 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. Product Approval Accepts: httns:HfloridabuildinL.org/nr/nr ann dtl.asnx?naram=wGEVXOwtDavak7vHMuovbmRcEi... 6/2/2016 Florida Building Code Online Page 3 of 3 pSL•CjuTIL\mET1UCti fSlq� ' li II n I II ' I I' , 1 ii I6 httns-//flnl•idahuilciinu_nru/rn•/ni- ann dtl_asnx?naram=w(TF.VXnwtDcivglc7vT-TMiiovhmRcF,i__. 6/2/2016 I ( ENGINEERiING EXPRESS® C{J fj .w © PRODUCT EVALUATI❑N REPORT I b I F_iqrmaNEEt—F_lINr= EXFRE88® F_)iPERT FRODUOT EVALUATION REPORT 4/2/2015 Application Number: FL13757.1-R5 EX Project Number: 15-2338 Product Manufacturer: Town&Country Industries Manufacturer Address: 400 West McNab Road Ft. Lauderdale, FL 33309 Product Name& Description: 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter j I 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 61G20- 3.005, 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 Fifth Edition (2014)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 415-2338 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. i o 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 by Hurricane Test Laboratory LLC (HTL)and test report #98-016 by Construction Testing Corporation(CTC). Large missile impact resistance and cyclic loading performance have been Itested in'accordance with ASTM E1886-05& E1996-05 and TAS 201 &203 test standards per test report(s)#0353-1102-07,#0353- 0512-09 by Hurricane Test Laboratory LLC (HTL)and test report#03-024 by Construction Testing Corporation(CTC). °.%%Wt 1111111111. ' STRUCTURAL ENGINEERING CALCULATIONS,°°°° ���• ECAIN�' Structural engineering calculations have been prepare dyJv �••' '' evaluate the product based on comparative and/or rati. afs ,•' L� 6-1i 1, ngineer's Seal Valid for analysis to qualify the following design criteria: ZRpW,•' �Q �5 es; 1 through 2 1. Maximum Allowable Spans 2. Maximum Allowable Design Pressures 3. Minimum Glass Separation 4. Anchor Spacing P , S TE 5. Anchor Capacity •:;o'r�` .`^• .ran���� ennardo, P.E. pdp0/�"I• AP_6 1146549 C.A.#9885 160 SW 12TH AVENUE #106 DEERFIELD BEACH; FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM i y' ENGINEERING 4/2/2015 ' W. EXPRESS`=' Town& Country Industries—6.8 Accordion Shutter Page 2 of 2 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, and is accounted for in the engineering design of this product. i 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 specified 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 shall 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 Vel(city Hurricane Zone(HVHZ). i 'I I 160 SW 12TH AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660. FAX: 954-354-0443 WWW.ENGEXP.COM I. I � , I ' I i WA 6.8 ACCORDION SHUTTER FOR USE WITHIN AND OUTSIDE THE HVHZ o TABLE 4 TABLET TABLES TABLES ALCOWABLESPAJ•SCHEDULE 6'D'. L�6T OF ALLOWABLSPAN SCHEDULE MINIMUM SEPAWFOR FROM GLASS gLLO SPAN ASTM,ESSENTIAL FACT 1 B 0 Y '+9��AN OR USE T E VH2 O SE IT I H ZHVHZ HVHZ MINIMUM 6E'AMOON NON.HV� MINIMUM&EPARATIONPOSG VE POSRNEVAND XVHL FROM GLASS POSRNEFROMGLASS BIS DESIGN WIND LOAD LOAD WITH NEGATIVE POSITIVE WITH CENIERNWTEa WINO lOAO DESIGN SHUTTER G18TALUITIONS IN6TALIATON9 POSITIVEANDDESIGN SHUTTER INSTALLATIONS INSTAWTIONS yWIND UNIMATE ® ALL PRESSURE SPAN 111ATIOVE >"ABOVE DESIGN NEGATIVEWINO PRE95URE ,SPANS37ABOVE >3YABGVE ZXLOAD IPSF) WIND (PSF)MOUNTING (PSE) GRADE OMDE lAppALLGRADE OAS >Q SORQ 6 Q CONDITIONS" (NJ VNJ LARD MDUMGNG BNJ ONJ 11 q W R1 G [ OR©1(9 IPSF) CONDWONS" 3a2 167 168° 157 2B? 157 4r S$ 47 '.i,• 1fl 25A 167 ,67 150' 07 17 Is- BSA 15V pp 2 a,• 1A• 3 p ]0.0 15r 16T Tar ]0 80• SA' t8 BSA Ma' 110• 5.1' 1$ N 3 D 9Y 3" l4r 16C 160• B$ 1.E' 60.0 14l' 16T y 40.0. +3r 145' 160' 158' 6.7' 5.5' 05.0 14]• �.BC 11• I.i' �MiO a Yry8 46.0 1]T 1H' 16C 1.1' 7n0 1]7' SP 11• 1$ y"(IIffLLl II/"l/// 67 3$ I.S. 740 ISS' 107 .at' 1.B• BIG 127 1ST 166` 40 Bao 135` 134' 166' 40 107 ].7 L7 BOA 136• 127 5.1' 2S 9 137 5.7 23' SSA 136• 13r 46' or 60.0 121' 131° 147 13r 0.r 2$ 80.0 121• iT1' fi7 4.Y G J 040 111' 137 ,40' 146• 6.T' 5.6• 040 110' or 5.1' 1.1° I}F$l( 70.0 117 126' 112V 740 11r 12T o7 u. tt° +GOA IIlrsr 1Y 11' Lr 1 Bao 116' far 07 W Ir 105.0 11Y 60 101' 'at' 2$ _ m ✓i 85.0 113' 120' 00 for 0.7 27 110A 117137 3.1' 2S'12Y 5.7 17 115.0 107° 132' 6$ at`040 „r 117 BSA 117 ,1r 131' 5.T' 12DA 105° -156' Ot00A 107 115' 07 5.7 1.Y 12M for 67 a,' t.t'100.0 10r 11Y pp OC 5.7 1.7 ,]0.0 101• BS' Sfl 1$/f0A 106' 117 1Ur 5.7 2.Y 1]5.0 Or 00 1,Or 111- Z1' 1140 IDS t0i' 187 5.7 LYt40A BY 127 5.1• 2rIRO. 101° 10S t4a0 12' 'Nr 5.lT 6.7125.0 160A 87 67 S.fl 1.1' �✓+ Q ® 130.0 101' TO 17 17 1.7 155.0 07 N' '3.1' 1$ 135A 07 126' Sr S.4 MOOD 01' TO 17 3.t' 7$ m o S 110A 06' 07 5.7 ,$ HISA BI' 1440 Br60 01` 17 tr4S' 1TOA ]7 1]T 147 160.0 or 07 5.7 2S 1740 7B' 67 at' tr 165.0 B7 116` 3A' 5.6° 100A id° 1 04• 11' IN L E 700.0 or 07 5.7 By 165A 72` w 1Y' at' 22' IL�IV, 5 100A 17 137 Sr 5.7 1040 61' 110 M' 5.7 t7 iBSA 87 a 170.0 TC or 5.7 2Y 1310 'M*85 r 175.0 TO` 117 5.3' S.3. 20pA BB' � 87 11' I3' IBM 74' B7 5.A• 1.3' •>FOR BUILDOUT MOUNT MAXIMUM 110 B4• 5.1• t7 _ 1850 7r 120 V 17 E 1'1$ SPANS AND PRESSURES,S 07 at' 3.5' 8 O' ESCS .e 77 for a 5.1 t' ' TABLE C ON SHEEF 6113 1 3,]` a 7 S O e8� 186.0 - 67r Sr 5.1• 1.Y t-i �67 205.0 67 4.FOR BUILDOUT MOUNT MAXIMUM SPANS AND PRESSURES,SEE 14' at' tr y TABLE C ON SHEET 6113 1m 16' I W is I���d. 11,lor 5.r 5.7 ��� S TABLE 1 AND 2 NOTES: TABLE 3 AND 4 NOTES: 1. MVFQ:DEFINED AS MIAMI-DADE COUNTY ANDBROWARD' COUNTY FLORIDA. I. NON-HVH7.:DEFINED AS ALL LOCATIONS OTHER THAN' i 2. DESIGN PRESSURES SHOWN IN'ACCORDION SHUTTER SPAN �\ MIAMI-DAOE COUNTY AND BROLVARD COUNTY FLORIDA. SCHEDULE'ABOVE ARE MAXIMUM ALLOWABLE DESIGN `I '1Q� 2• DESIGN PRESSURES SHOWN W'ACCORDION SHUTTER BRAN @ '29 PRESSURES AT EACH RESPECTIVEMTSHUTTER SPAN. SCHEDULE-ABOVEARE MAXIMUM ALLOWABLE DESIGN 3. THE 69 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND �J !' PRESSURES AT EACN RESPECTIVE SHURER SPAN. A@ U❑ 6d� OUTSIDE OFTHE SHUTTER BEING REVERS®.FOR EXAMPLE: Lv` 3, NOSEPATTONS IN IND ZONES I THROUGH 4 ppgppplpg3LNgprmpvt IT IS PERMISSIBLE TO MOUNT TDA WOOD OR CONCRETE INSTALU1TfONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF BEAM WITH THE BACK OF THE SLAT FACING DUTWARD.FOR ��� THE HVHZ AND OUTSIDE OF ESSENTIAL FACILITIES. 15_2338 THIS CONDITION POSITIVE AUAWABIE DESIGN PRESSURES \'::J �4, THE ESA SYSTEM NAY BE NOUNTED WITH THE INSIDE AND AS NOTED IN TABLE 1 ARE IN THE DIRECTION TOWARDS THE OUTSIDE OF THE SHUTTER BEING REVERSED.FOR EXAMPLE:IT HOST STRUCTURE AND NEGATIVE ALLOWABLE DESIGN IS PERMISSIBLE TO MOUNTTO A WOOD OR CONCRETE BEAM PRESSURES ARE AWAY FROM THE CST STRUCTURE. _ WITH THE BACK OFTHE SLAT FACING OUTWARD. q. UNEARINTERPOLATICN BETWEEN SHUTTER SPANSISNOT 5. LINEAR INTEMOIApON DETNECiM SALTIER SPANS LS NOT PERMITTED.FOR SPANS BETWEEN THOSE INDICATED ABOVE, HURRICANE PROTECTION THEPERDESIGN PRESSURES FOR:THE THOSE T HIGHECATED R ABOVE, 93 • THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL THE DESIGN PRESSURES FOR7HE NEXT NIGHER SPAN SMAII BE USED. BE USED. ' p I i I I I i i • - , \\\\ RIR �E an QT 0 fill GENERAL NOTES �� I. THIS SYSTEM HAS BEEN TESTED AND EVAWATED IN ACCORDANCE WITH THE FLORIDA BUILDING VARIES - NO LIMIT > €d CODE,FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE,ANO THE UI <� D<o INTERNATIONAL BUILDING CODE IBC1 ANb INLERNATIONAL RESIDENTIAL CODE(IRCI.THIS SYSTEM m g w a MEETS MISSILE LEVEL'D°AND IN DES ESSENTIAL FACILITIES AS DEFINED IN ST E1996-09. 9 ; SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. SECTION" 7� 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE 3 DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7 AND CHAPTER 1609 OF THE FLORIDA TOP TRACK No BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN OR ASSEMBLY AS SHOWN. 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/20 203 AND ASTM ESB06/E1991 E330. 77 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM 7 ED PRESSURES DIVIDED BY A 1.5 S. SAFETY SYSTEMOHAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND m G ZONES,IN ACCORDANCE WITH ASTM E1996.09,IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL CRIT LAI 1S INDEPENDENTLY ADOPTED BYTHE AUTHORITY HAVING JURISDICTION. ¢J PLAN 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND M.2 VIEW LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. N Fa- d 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE ++M11���..•111 , DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCCTY. FOR i WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=O.BS F C] y °a SHALL BE USED. I-,., B. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC 7 I o'9 J THES ! I il 9. THESE INSTALLATION INSTRUCTIONS ARE PART OFA PRDDULT APPROVAL EVALUATION AND SHALL ONLY.BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61G15-23 OF THE FLORIDA ADMINISTRATIVE CODE. f Ld 6i 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE Ld o CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR N VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 11, WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCaUMEM5 THE BUILDING - OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGINED,DATED AND BOTTOM TRACK SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE p DEVIATION.AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS HER APPROVAL R 12. EACH SHUNTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE WLLOWING MINIMUM d INFORMATION: I$T TOWN FORT RYINDUSTAfES LOCKING MECHANISM S FORT LAUDERDALE FL TYPICAL PLAN VIEWS MISSILE LEVEL D-ASTM E180�E1996&E330 f S201 207&29.3 FLORIDA BUILD16G CODE APPROVED a i l 13. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Py OF 25 TYPICAL ACCORDION K.s.I. SHUTTER ELEVATION } 14. ALL BOLTS AND WASHERS(EXCLUO'K.INSTALLATION)SHALL BE STAINLESS STEEL WITH 5 MINIMUM TENSILE STRENGTH OF fi0 K.S.L,U.O.N.POP RIVET SHALL BE 1/4"0 OR 3/16°0 5052 O V I 1 3 AEUM,.ALLOY. N.T.S. 15. ALL SHUTTERS SHALL HAVE A LCL SUR MECHANISM CONSISTING OF THUMBSCREW,PUSH,LOCK OR ° v IV ES N STU BOX LOCK AT CENTER OR SIDE CLOSURE. 16. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. ? 17. FLOOR TRACKS MAYBE REMOVABLE ATNON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. YS I8. MOUNTING EXTRUSIONS MAY BE BEU70 FORM A CURVE WITH A MIN.RADIUS OF 10". Y 19. ALL bIMENSI0N5 SHOWN INCWDE POWDER COATING FINISH. ' 20. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 3 �e 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE mnxcrtR�eumumovc ABOVE-NOTED BUILDING CODE 22. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND OUTSIDE OF THE SHUTTER BEING 15-2338 - REVERSED.FOR EXAMPLE:IT I PE7SIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM WITH THE 6m11fl BACK OFTHE STAT FACING Ol1TWARD.FORTH35 CONDITION POSITIVE ALLOWABLE DESIGN PRESSURES AS NOTED IN TABLE 1 ARE IN THE bIRECTION TOWARDS THE HOST STRUCTURE AND 23.1 SHGAUTTER MAY BE INSTALLED WITH UP T E(2)ADDIITIIONAL BLADES OFF SLACKCRE. Ns 2.874" PROJECTION VARIES 3.610, 115 .068^ 2.702- 1908, 6011 .143 1.06' 2 .143" 825" 3 1.825• 4.874'HAX 06. �43- 71.- L,.o. -4 �43 I'S .6,39, L�* .195 V43 r'95" 43 :tl43 6 '9" '9" -a2. 62' 62 62" .095. 062. IN tl .200 - B I rig .200 L06 6 6CS 12" Z88, 510 IN t, ,06 0 9, 62 .062 3 62' �2- .062 q 1.250- .,7,_ 95 7 1 .09 2.0 2 1.250• o- .2 :095'.. .971" •030' 2,748'- 2 0"' o 2.7 -..-9� , 5.745"M X 5,141-MAX.. 3.610- . :: WALL BUILD OUT WALL HEAVY 2-LEG WALL LITE 1-LEG HEAVY HEADER/SILL LITE HEADER/SILL Nd SCALE, i_ Q SCALE,HALF SIZE ' @ (DSCALE.HALF SI SCALE,HALF SIZE L, E SCALE,HALF SIZE \-\-WHERE SHOWN SCREW BOSSES & FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS' 0, 2.655- .975- 2.195, 11230, .510, 1;82853. t2 .5 BASS Lm's 16.. 4i 1 .460' .510. CBS, ci 09 07, Lp .400- 9B TYTy TYP y Bar .105 .621- .;62 7 . 0. al• q.2 OSILL OB SILL ADAPTER EXTENDED SILL ADAPTOR MID SILL MID SILL ADAPTOR SCALE,HALF SIZE EXTENDED SILL 0 SCALE,HALF SIZE SCALE,HALF SIZE SCALE,HALF SIZE CO ti SCALE.HALF SIZE SCALE,HALF SIZE A43' 1,708' .43' 4.603- 30.225--\l r.314- 1 L570, 10, 0 L625• 69" 3.41 .3 11 0.080, 0,117- TYP. 6.8 SLAT/BLADE 6.8 STARTER 482, .630. .09 11 Z, 2, N I iRj @ SCALE,HALF SIZE @ SCALE.HALF SIZE .13& . agia. . I El 5F g 16 RADIUS CEILING HEADER/SILL *621' Bb 4.910" WALL SI SCALE,HALF SIZE LL l SCALE.HALF SIZE Xl .310, luau 15-2338 vc I WALE, 3.22- 30' 08 29 ,42D• CEILING HEADER/SILL 15 6.8 STACK/C NECTOR SLAT/BLADE SCALE,HALF SIZE CLIP 13 SCALE,HALF SIZE SCALE,HALF SIZE i I I Exl N4f� a 1 qip•,''. ' .3750 1950". �� O 2A18• q10-24 THUMB 2B" {{• SORE Z 4STAESS STEEL 125' M BLY , e' $ HOLE10 WE NYLON ,WHEEL 40" %�F �n• 5'MAX L TYP.AT EVERY OTHER ORECESS SILL FOR USE WITH INSIDE JOINT AT TOP. SCALE HALP 512E ®AND®ONLY CYLONHI.6040 BRASS,MURL PLATED �g ANGLE HWSWG-201C DICASTYOWDER COATED SCALE:HALF SIZE O SLIDE ROD 22 ROLLER ASSEMBLY (J uS 27 SCALE HALF SIZE Wl MAY BEKEY OPERATED OUTSIDE OR TIAm�w3 SCALE:HALF SIZE E TURN OPERATED OI6mE, t-�'.2s0• @ BRASS PUSH LOCK 3 E� NYLON WASHER SCALE,HALF SIZE m 3 OR ALUMINUM .357' Au/ Nm (NYLON BUSHING 276' 4.000' OPTIONAL( �' .500' pppa 14 x 2-3/4.410 HT S.S. ��nn p CREW W/ y7,062' u�l C ULTRACOTE COATING :: 2250' YP TOP S,BOTTOM)WASHER. '154' A37' s' vd7/16"0 1/2'•@INTERIOR JOINT TOP :i .224 F�a i7/16"0 zl INTERIOR JOINT BOTTOM R EITHER CAN BE USED ON EXTERIOR 26 BOX CENTER INSERT 2.750' 12A00' I BUSHING ASSEMBLY DETAIL SCALE:HALF 512E 27 RAINGUARD 26 DECORATISE FLOOR TRACK �^°s a m SCALE.HALF SIZE SCALE.HALF SIZE SCALE HALF SIZE EO 1978' 2.125- _042' z < a .623' 236' 2[16' LOS 2.702• 2.642^ pp�•� � �ggqE 1.110' c , 1710' .267' ✓. ? 2.465" 2.405^ .443' � 2.289" 1 2.216" o g 1.084' •443 m n .090• y b a I; ,2[14 1.200" 'I` 3 � m � n o c � 1100".. 1.100^ m Ir�OE 1u c N •. w d o :t .90^,.25D 25D .125 ? y F 1.068' 239 Y'^�` �n a al ° H :::77702 .W M 3.443' A96• •,75813.4761- 14 N N w .125^ .125", w 360'•100' e .222'14 A62' .176' m .190 .125^ $ i .062' 2g 2003 6.8 CENTER MATE 3p UNIMATE LOCK 31 MALE BOX CENTER 3P FEMALE BOX CENTER 33 OUTSIDE CENTER 34 INSIDE CENTER MATE p9� SCALE HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZES T SCALE,HALF SIZE SCALE,HALF SIZE SCALE.HALF SIZE 4q a d Y STEEL NUT INLE55 LS A62' M d p55 5500'x 13/16'WIDE .400' NOTE ARS SHALL E1110'SCREWS SA I{ ENOSTNPSURNESCREWS.R% 3939 • READ STYLE VAPoES � OA PIDLWSORIYE SIRENS, 39 THUMB SCREW NAND-TIGHTENED ONLY. +� SCALE.FULL SIZE 250'" 1 4-2021 OR 5 18-1821 a` 0' % M�CHWE SCREW 10 LESS F°J o' � � ��mmLOawmora UD9/16.01NTERNAL �. @ - y .I88' THREAD STEEI. 15-2338 TYP, 37 T-SCREW INSERT .� '' IosD• :, 4.500' _ �- .689' POWDER COATED.ZNC DIE-CAST SCALE.FULL SIZE vRce DAsnranox: Ess02 SECTION A 36 T-LOCK ADAPTER m°'$ m ,254• 40 406 40 s (OPTIONAL) 7.000' Pr�B7m BOX LOCK SALE.HALF SIZE 35 2X7 ANGLE 2"At 3" EXT SCALE HALF SIZE 3B SCALE,HALF SIZE P jr•I25'SCALE. HALF SIZE d . i a I 1 i I i I I I'I I I I FASTENER @ TB"O.C. DIST. EXISTING GLASS ; ••'q9•tee (USE ANY ANCHOR SHOWN EXISTING GLASS EDGE �``, IN ANCHOR SCHEDULE). DIST. 'I = � � ` No. � a7tE - 'gg SILL (INTERIOR EMBED. 17 s � � ALT. F AN L[LEON EMBED 7 M ��� �si'9•.• T (INTERIOR) 17 0.062"THICK 6063-T6 1 UM.ANGLE 1"x 1"MIN.E061i D2"x S"MAX.(ANGLE LEG 3 4 21 N"orfl DIST AY BE REVERSED) �QuQ 3 P— AST @ 7B"D.C.(USE ANY 13 15 13 UI <m LL Z p E 13 13 13 13 SCHEDULEANCHOR S. EDGE DISTANCE). TO a B 3 3 ul WN 2g B72 x 1/2"GALVANIZED BOTTOM 1/4-20 THUMBSCREW (EXTERIOR) W "r'u 6.00" YP. .,PINTO CENTERMATES 1/3 y OR S.S.SMS,3/ifi"P ALUM. NNS U g (EXTERIOR) 1/4-20x1 THUMBSCREW INTO PDP RIVET,OR 1/4-20 I TO 2/3 SHUTTER SPAN SAALw BEH aW m G THREADED HALE.LOCATED @ MACHINE BOLT 1.NUT ryE.1 %% wo 1/3 SPAN TO 2/3 SPAN FROM @ 1B"D.C. TO 1"HEIOHY. TYPICAL PLAN VIEW BOTTOM OF SHUTTER FOR BLADES I MULTIPLE SHUTTER ASSEMBLY SCALE:3"=1'-0" 5B'-3 USE TWO THUMBSCREWS SCALE:3".1'-0" a ON BLADES>W-3",ONE T@ 1/3 SPAN mg AANO ONE AT 2/3 SPAN FROM BOTTOMUS 11 BRASS PUSH LOCK OFBLADE,TYPICAL.FOR LOCKIN.WHEN GOR 1 /6 U UTTEMAY RS,A BRASS PUSH LOCK f®53 S,C7EEW,r1 70ATET1 RT S{�POAN CENTERMATE#29 ASOSHOWN,RECEIVING SEE END STRP SOBOULE ?I f 1°[p�I�9ING HNOLE ALL BE HOLE FOR THUMB SCREW MAY BE 7/76' P� UmIG 7e5Ee OP 40c Y TOM OF SFE° 30 /¢g'MA%WIDTH, P To ♦•3 !�O� "HEIGHT. PP 1�7 I END STRIP SCHEDULE I-BIG(2.71 UB^ 10 USE S WP TO 5 E a ROVIDE CLOWRE FOR 13 _ 6; I 10 BUILDING CONDITIONS. �✓'`� 5 3 2•S/D�•7') 2 BS `FASTEN `R II EO STARTER STRIP TOW/(INSIDE) Y°g71) O l'SCREWS o g (HANDRTfiHTEN ONLY). s ez ALTERNATE END STRIP DETAIL SCALE. ANY TRACK 13 � I .0.083• O W/SCREW BOSSES. g a ANGLE 3" O I SILL 0-1112s10-1112I e" 2'.3" E' •55 6699� F- 6 9 EXISTING GLASS a S Ip y 0 Z ANGLE 00 164 0Y g1u E�AAIa `f7 I USE l71 BRASS PUSH v 30 13 Y� OR 111 SB 6/-18 THU 9LOCK (INSIDE) gg LOCI[OR 1 5S PUS 13 9° S RE I 0 TFiREAUED1-04911 { E I UMB S��EW I�1T0� 30 2-.4• /s e^ K` TOTT M D SHUT3 RAN SILL a!!d d F. 3 .t+-IITn- n4REAQEP.p NSEd`pT 3 .E,72W 2 5" tll SPAN3pS0 C0 OR OF ANGLE DO 2° • 1 SFFFiiiUTTLHR.pECEI 1 G (OUTSIDE) I{O1,E SHALL ggE 31 B" MAX WIDTH,UP TO 1" 3 EG HT. •� l g 0.p.fnTF0..1'Ax2OP10A05 0 �•S TYPICAL OUTSIDE CORNER CLOSURE5M0tumw �r ° • '' amore, stirs PLRUIaen CC� 1'.3•.O-DDAlOIexC.T P111 �113 0 W2rvAGOW00IEDETAILS WO/CORNER POST . UMBOxrxe13NTS 13 • 0PSC10De:en.{I.3M•Tl. 3W.E 15-2338 �+ SILL vom e0aroa0 (OUTSIDE) sate: $ LOCK AT 1/3 FPpe OrscsFrcOx. SPAN TO"LICK FROM BOTTOM OF SHUTTER TYPICAL INSIDE CORNER CLOSUREa 93 c CC2 DESAILS WO/CORNER POSTY ry is MULTIPLE SHUTTER ASSEMBLY 3 " I I 1 ' 'I I , j . I 2 FASTENERS ALUM.TUBE L 9 JL4 EACH ANGLE 6063-TB ALLOY ��—�� C2 CONNECTION TYPE •'h' SEE TABLE A FOR SIZE. \ REFERENCE ANCHOR EXISTING \ SCHEDULE FOR MAX. STRUCTURE 1"x 2"It 1/6" / SPACING .,I 4 OR 2"x 2"x i/B" '� 1/4-20 MACHINE BOLA 1 E C1 CONNECTION ANCHOR ALUM.ANGLE , REFERENCE ANCHOP W/NUT @ 12.O.C.Oft THREE 3/16"0 13 I SCHEDULE FOR MAX ® 014 SMS @ 6.0.[. ALUM. ` SPACIN (TYP.TOP b BOTTOM$ •, DTA T OOFm POP RIVETS OR17 ALTERNATE THRU BOLT THREE 012 SMS, 3/tfi"as ALUM.POP C1 CONNECTION TYPE F17 RIVET OR 012 SMS 1 REFERENCE ANCHOROOR OR /Ja TABLE A(m) @1B"O.C.'TYP.1 SCHEDULE FORMAX. ! OR�• ' SPACING fOflNIII .TAX '�1�jc PSF ]N�o WO 3TOkNe" MAY USE M K-SLALE OR I 4 m 'NEOR FEMALE LOCK-SLAT' OL63 llr 1B9• 13GLASS 8 72 12'• 1)r CC3 TYPICAL CORNER CLOSURE DETAILS \ — o\� oaoaaa To NUam . H�x3 6 82 11r 17Y Nis alir /yD fi fl 120 IN- w• TABLE B(CC4) ALTERNATE THRU BOLT BUI2DOUTMOUNTy),fOR PRCSSUREVS ALLOWABLE LENGTH C5CONNECTION TYPE IOErAILFI iO M9r V1• REFERENCE ANCHOR2SOY,1/�• 7Yi^x1J�BSCHEDULE FOR MA%. D16wP6F "a""' �""'0 . Cl CONNECTION TiP p OM PIN REFERENCE ANCHOR 62 lir 166• ns W.1F301PSF SCHEDULE FOR MAXI C- - WASHER(TYP.)P,1 -72 3DY IST' 1211x.H•31.1 PSF SPACING 82 1Dl' 111' ,181x.°•319 PS? 1 I 19 �a fS IN. ANGLE T SMS(a 9"O.C. o0L'x :::((( 92 95• lar ANGLE TO TUBE CONNECTION � UR 9r 112, ili RP.••33b Psi EXISTING' / iy 1f1 120 63° tir sso1N.1 alarss CONCRETE, EMBED. I 6oNi13?T6 A1LUM.TUBE 1W Ix.f/�1S2PSF Q E! 1-20 BLOCK DR ]1• tO9' LOS IN.1/•35SPSf REFE ENCE¶ANCHOR S� W000 FRAMING 6N 91' LOT IN.X365 PSf (((��� ` SCHEDULE FOR MAX. / 5 y 1/p•"IN.FOp CONCRETE im N. • ). 9 SPACING 1! ® bR BLOCK AND 3/4^MIN. 991x. 1/-380P6F FOR W000 '" Pss Ctf ALTERNATE BUILD OUT MOUNT SECTION ASTENER @ 1B•O.C. 921x. U<OS PFf SCALE,3^.1'-0" 'USE ANY ANCHOR SHOWN 891". •4mpm 0 IN ANCHOR SCHEDULE'. 66w. 732 BI IN. •ASA PSf R 6f ln. •M.P9 � ACCORDION SHUTTER )61x. P/<63PSfm PER P0.000Cf APPROVAL j ]GM. 1 d9S PSf 9p ]11N ./-509 PSf 3/16 RIVET OR x12 "x Y xa 721x. •/373 PSf N SMS(0 IB"O.C.OR 090"6063-T6 'J' 7DIN, Vd32 PSF 1/4-20 NUTb BOL 17 ALUM.TUBE TYP. 1 Ge M. HSSA P3F ANO RB0710MN s $ C4� ITYP.1. 3/16.0 ALUM.POP �, �� WIN. .AS]2 PSi ALUR.NEE RIVET OR 012 SMS Y 00.'• 605EE TABLE R @ 1B"O.C.ITYPJ �R 2"x S•x 1/B• LLLS--- sl 4:! ,�C FOR 617E 2FASTENERS CONTINUOUS �LL 35 Noo I 1/4MIN g8� EACH ANGLE ALUMINUM ANGLE 2°x3"zl{°z Yx2"x.093" OPTIONAL ANGLE INSIDE R ) 2 N oaD) CONTINUOUS DR 2•x2.175° 60fi3-T6 AWM. THREES/1fi^O ALUM. ORIENTATION TYP. GLASS I ANGLE,TYP POP RIVETS OR 1] 17 DR 000 l n 7( 2m 2•Y K°z CONTINUOUS () THREE 012 SMS,TYP. T9 OhS < N F 6061-TG ALUMINUM o e 0 1^x 2"x 1/B• L ANGLE .9^MIN.THICK 6061-76 13 OR 2'z 2•x 1/B• LUM TRACK FASTENED ALUM.ANGLE ANGLE FASTENED TO0 ANGLE 141TF1 u4-�0USEMALE OR FEMALE EKISTING3K9[ ACIIINESCREWS AT 3"LOCK-SLAT) B C4 CONNECTION TYPE CONCRETE INOSTROM ENDS AND 9°O.G13 SCHEDULEFORKAX %100ELCOCULLTTRACO SNRT"EOAIA"CE15-2338 PACING AT3°FROMENDS ANDEXISTING CONCRETE aCpLB1 g 01227112- LVANIZED (OUTSIDE) 4°O.C.FOR AlANa HOST STRUCTURE(3000 Ace D6Stnlvn OR 5. 3/16.0 ALUM. WITH 1�MIN IPSI MIN) TYPICAL CORNER CLOSURE DETAILS POP R , R 1/4-20 SIDE CLOSURE OPTIONS EXISTING CONCRETE, EMBEDMENTAND ZYi• SEE TABLE C FOR MAX SPAN AND PRESSUgES NTS MACHINE D BOLT b NUT SCALE,3"=1'-0" BLOCK OR W000 FRAMING MIN EDGE DISTANCE, 9� STAGGERED WITH 3• MIN.SPACING,mm. BUILDOUT MOUNT EE INSIDE SILL MOUNT SECTION Q SCALE NTS D 5 SCALE,3•=i'-0• 3 l i i � � .,,,,••,,,Ila„ C5 CONNECTION TYPE REFERENCE ANCHOR XISTING •,Q Z FOR&W SCHEDULE FOR MAX. STRUCTURE .��` •'0 ACING GLASS E ll➢6L wKmy GLASS E5 w mTAKEw CI CONNECTION TYPE S"MAX.CHORW/N MACHINES T ! OR DOOR gE4 F,Di - OR DDDR &FOR HNR �m REFERENCE FOR MAX 73 g14N5M@@6"O[ T�'; SEE TNNLE2 .¢zm FIAl H0LSEE TASEE 2 13 aim. wo SPACIN 2 (TYP.TOP 6 GOTT(fib: (gST OF FOR ARAGON 13 M ut om TO MASS SIVARASON m U'_m J 1/4"-20 THRU BOLT W/ 10 QA5 ¢W 012 x 1/2"SMS Ip 12"O.C. 1j a 2 m u~i �Y,, 'yi/ ®• LOCK NUT @ 12"O.C.OR �'� OR 3/16'O ALUM.POP "" q12 x 1/2"SMS @ 12"O.C.ES. U' F RIVETS Cal 6"O.C.OR 1/4"0 L N m 7Y✓0R� / dH•Q 1i OR 3/tfi"0 ALUM.POP �iT 5 ALUM.POP RIVETS @ 12"D.C. - RIVETS @ 6.O.C.ES. \ 11 AND 2 K wjU O OR 1/4"0 ALUM.POP RIVETS / Q FSH&M F m 1/4"MAX.FROM PIN ��pp @ 12"O.C.E.S. I 7/4"MAX.FROM PIN ASSEMBLY G 1 G 13 m H mo l:l ¢ 2 / 1/2"TYP. Nm a g ANO�O G 0 OB SHIN WASHER ITYP.) H o�w Z ASSEMBLY WASHER(TYP.) GLASS &MH,Ni m� W g � / 1/2" 1/2"TYP. EXISTING CONCRETE. Ei CONNECTION TYPE OR DOOR SSE DEIEY W BLOCK OR W000 FRAMING REFERENCE ANCHOR W / CONNECTION TIDE 015. SCHEDULE FO RMA%. 3PNUOW! L vd� �' Z SPACING AS SHOWN o E REFERENCE ANCHOR DA55 ¢m �w. / EDGE SCHEDULE FOR MAX. CONNECTION TWE IN DIAGRAM ON PG.101 s OIS REFERENCE ANCHOR / SPACING AS SHOWN SCHEDULE FOR MAX. u 9 CONNECTION TWE IN DIAGRAM ON PG.701 SPACING.ALT.FASTENER m c �R 6 R REFERENCE ANCHOR EXISTING CONCRETE, LOCATION.FRONT AND 1T SCHEDULE FOR MAX. BACK ANCHORS NOT REDO O 1/4"MAX.FROM PIN BLOCK OR W000 FRAM] k- !�VV SPACING.ALT.FASTENER WITH THIS LOCATION C1 CONNECTION TWE 2" GUIDEB SM1GLOCATION.FRONT AND REFERENCE ANCHOR WASHER]TYP.) MAX.FROM BACK ANCHORS NOT RED'0 INSIDE MOUNT SECTION SCHEDULE FOR MAWITH THIS LOCATION SCALE•3""i'-a" SPACINGPIN GUIDE TO 5 CONNECTION TWE BUSHING WASHER O INSIDE MOUNT SECTION REFERENCE ANCHOR SCHEDULE FOR MAX.ITYPJ SCALE a 3"=7'-0" EXISTING CONCRETE, SPACINGNOTEFOR DETAILS A.B,D AND E oN THIS SHEET BLOCK OR WOOD FRAMING EMBED.THE BASE TRACKMAY BE INSTALLED IN SECTIONSWITH 1/4"GAPS PROVIDED THAT EACH SECTION HASCO BUILD OUT MOUNT SECTION p MINIpUM OF T1J0 SETS OF ANCHORS AND IS A TYP.BOTTOM MINIMl1M OF 1T LONG.THE SILL OR CEILING TRACK EXISTING CONCRETE. SCALE•3"=t'-0- �. ,Y USED WITH THE BASE TRACK MUST BE CONTINUOUS BLOCK OR WOOD FRAMING a OVE0.THE GAPS BETWEEN SECTIONS. SX TING �✓ 5 D O" EXISTING CONCRETE. STRUCTURE S EOG ST' 4 CONNECTION TWE C2 CONNECTION TYPE W EXTRUSION $ BLOCK OR WOOD FRAMgG Q2 a EMBED. 1 CONNECTION TYPE REFERENCE ANCHOR EMBED. CONNECTION TYPE W%EXTRUSION/1 REFERENCE ANCHOR m SCHEDULE FOR MAX. REFERENCE ANCHOR of N SCHEDULE FDR MAX. SPACING SCHEDULE FOR MAX r? SPACING AS SHOWN SPACING Ly, 6 IN DIAGRAM ON PG.10) R /2" W w 3 4 GLASS OR DOOR & 0Q 13 =DoFORm m 5 l0 i/2" w 012x1/2"SMS @12" Z min w aE �l xmj IH„wm O.C.OR 3/16"0 ALUM. SPM OA dI m owj 3 jm w� 0 Tab w]�o POP RIVETS @6"O.C. � OZm GLASS OR� Zx �•' Q�q� gi0 FOR mnm OR1/4"B ALUM.POP ¢ u¢F DOOR & Mu_mwi a GG GLA55 13 = Zug RIVETS@12"O.C. E ON RR ICN. XZw OZm OR DDDR m DVI-1 uD� {{ �Hdi ABER2 kWCZm �NDOON = oaf ddd2 Y 1/4-20 S.S.MACHINE ¢ y f Q7 AND OB 1/4"MA%.FROM PINI QA55 m E N SCREW&NUT @ 'OJ.Q' L yN ASSEMBLY 1/ I—GUIDE TD BUSHING 12"D.C. o T P.WASHER(TYP.) w 7/6"MAX.FROM PIN w-D 1/4"MAX.FROM PIN 7( w 4 CONNECTION TYPE V2" GUIDE TO e s G GUIDE TO BUS LNG �i &R(j)WASHER ITYP.) r: a L WASHER ITYP.) EOG REFERENCE ANCHOR " 3 5 6• EXISTING CONCRETE, IS SCHEDULE FOR MAX. 02 CONNECTION TWE W,EXTRUSION p2 avnmMRxu4avwimOrA n i m BLOCK OR WOOD EXISTING CONCRE SPACING AS SHOWN CONNECTION TYPE W%EXTRUSION yI FRAMING BLOCK OR WOOD FRAMING 4 CONNECTION TWE IN DIAGRAM ON PG.10) REFERENCE ANCHOR 15-2338 g ®GR REFERENCE ON SCHEDULE FOR MAX. H8 3"z 3"x 1/4"CONT. CONNECTION TWE q12 z 1/2"SMS @ 12" SCHEDULE FOR MAX. SPACING auie• 6063-Tfi ALUM.ANGLE REFERENCE ANCHOR D.C.OR 3/16"e ALUM. SPACING.ALT.FASTENER EXISTING CONCRETE• SCHEDULE FOR MAX. POP RIVETS @ 6"D.C. LOCATION.FRONT ANO BLOCK OR WOOD FRAMING (MAY BE REVERSED BACK ANCHORS NOT RED'D AS SHOWN DASHED] SPACING OR 1/4"B ALUM.P WITH THIS LOCATION _ Revers @ u-D.C.WALL CEILING /INSIDE MOUNT SECTION. 93 " O SCALE,0UNT45ECTION O SCALE•3"=1'-0" O SACT]B ILD OUT a SCALE•3 V-0" L71/ 'I I ' FOR ASn1 ESSDInAL `♦♦ •"•ry�� ♦ O F64J1➢tT SDi TABLE{@ EXISTING 1/4-20 ! �t FOR HNG SPE TABLE 2 z STRUCTURE ALT.LEG DIRECTION MACHINE GLASS NW.SEPARATION 10 ,3 o j d (21 fi063-T6 ALUMINUM 9tl OR— CUSS mm M BOLT W/NUT _ DOOR w¢w n ANGLES PER BEAM END, 1112^O.0 OR S s �� •I SIZE PER SPAN TUBE pt4 x 3/4" =*' 1-0. p 11.1, ALL SCHEDULE SMS 6"O.C. I SPANTUBESCHEOULE Z POINTS SOLID =wn j SET ANCHORS SPAN TUBE NVMBEROF ./ _ IT 7/B"MIN. ALLUWABLETUBE NUMBEROF MILAN ww EMBEDMENT IN PER DESIGN bPAN THRLLBOLT6 ANCHORS PER lEN0T11 4 rcrc CONCRETE OR t• ACCESS HOLE SCHEDULE ERE S�PURANIER ANGLE E Z W w BLOCK 3"MIN' TOP BOTTOM TOP BOTTOM TOP BOTTOM Top BOTTOM A tT ' SPACIAL AN1114,3"MINEDGE TUBE TUBE TUBE TUBE TUBE TUBE TUBE TUBE y�� J( DISTANCE. M1 ZoBr 123A` 1363` 2 2 2 3 P r 5 6 RW a212V 85'. 101., i..r 2 2 a 3 r r !1111 Q� Z u F 12f• ear wA` 2 2 3 J r r 3"Mal. 1I�JJ L� "C c BO' 1 9 1514 2 2 1 3 r r M /2" ED.DIST. 3 amm 0.1]6' V. 1140 Nd 1241` 2 ] 3 J T r OR ASIA ESSENTIAL FAmmFb e SEE TANS 4 k FOR KEHZ SEE Z 12T 10BA' 100b` ] 2 1 1 tr 1r 3T,� 1/4'MA%.FROM PIN GUIDE wQxl Na"S3 TO BUSHING WASHER ITYP.) GLASS TIME 2 f0 NBl 2PARASGI 4 80: 13ed 1Be.r ] 2 a 3 T r OR DOOR 1,10 6 w w m :Sit ir BV 122r 155.T 2 2 3 A r IT O W V TWO 1/4"0 WOOO SEE B THRU BOLTS 2:m f 0'1 12r 115.4• 13Td 2 3 4 5 it 1r wD LAG SCREWS @ 24" SEE BEAM 60: 165.1• 210.r 2 2 a 1 r 1r O.C.MAX.WITH 2" 31'MIN. SCHEDULE FOR w rA1rx THREADED PENETRATION O.faTs 05T 110.8• 12-1f 2 3 a e 1P ,r ^ E0.DIST. EOUIRED N BER _ T'INTO CENTER OF STUDS r. ENE w 12r 1uT 283.1• 3 a 5 T tJ• tr EMB."T' 14 SMS @ MIDSPAN BETWEEN ' 1416 114'MAX.FROM PIN GUIDE SP TUBE SCHEDULE NOTES, STUDS FOR TRACK TO t"x 4" To 5 I A ER P. x x 'ANGLES FOR 2'x5"B 2'xfi'BEAALS. ;1 PLYWODOb TUBE CONNECTION 1/4"O ALL 2. USE2'x5'x1/1'ANGLES FOR 2•x 8'&2Y10'BFAMS. ri STUCCO FINISH POINTS SOLID n1 la 7, USE BEAM SCHEDULE FOR DETAIL]. my 4" 1 SET ANCHORS SPAN TUBE PER DESIGN 4. ITOP A BOTTOM BEAMS MAY OE USED TOGETHER O0.1N d -I 063-T6 ALUM.TUBE WITH 7/B"MIN. SCHEDULE COMBINATION WRH OTHERCONNECMON DETAILS.WHERE USED m EMBEOMENTIN ITOGETHE0.BEAM MU ST BE LIMITED TO TOP BEAM SPANS. y THIS DETAIL TO BE USED WHEN STUD SPACING CONCRETE OR 1/4-20 MAC]ME BOLT 5. 'SPAN TUBS MAY HE USED IN A MID-SPAN CONDITION WITHSHUTTERS EXCENNING ABOVE AND BELOW THE BEAM. A EOS TME MAX.ALLOWABLE ANCHO0.SPACING. bPA IC NG AND 3" C 121663-T6 ALUMINUM W/NUT @ 12'D.0 TU06 SNALL!LIVE NP BEAM LIMITA7ION5(IN0.UD 6SPANS, ' �m ♦¢n MIN EDGE ^ ANGLES PER BEA�141 ENO, OR p74 x 3/b'SMS @ ANCHO(t5,ANGLES AND BOLT51'WEAN WITH 7HE SHUTTE0.5PAN TAKEN WALL MOUNT SECTION THIS DETAIL MAY DISTANCE 812E PER SPAN TUBE 6"O.C. IAS THE SUM OFTHE SPANS AB EAND BEIDW THE BEAM. b w`" SCALE,3--1'-0" ALSO BE USED E%ISTING SIZE ACCESS HOLE 6. SLAP BEAMS APE NOTALLOWED. Y 3 AT TOP STRUCTURE ALT.LEG DIRECTION 7. ALL BEAMS AND ANGLES TO BE 6063-T6 AWMINUM. EMBED. RI MAX.DESIGN LOAD-t 72 .EF E 3 g Oj BEAM SPAN SECTION t -GLASS F 1 SCALE,3"0 V-0" ui F FBI ABm F4TNOAL OR DOOR ]in FA 1415 3EE TABLE 4 @ 13 OR KB SPARAMON T N 0 EXISTING WOOO 1/2 3" 1/2" 7 W FOR TOIL ¢7101110 % Q TRUSS OR RAFTER -11I Q 0. @ 24"MAX.D.0 -/'-1/2' W = M EXISTING FINISH \ MATERIAL / gill ' yS 5 6 1/4"MAX.FROM PIN GUIDE D ` a i l!$, P x 4'x 1/B"6063-T6 8 16 TO BURNING WASHER(TYP.I ALUM.TUBE W/THREE W I I F��SA0 TRE(TYP.) 1/4"0 WOOD LAG \ A q FRIISH MATERIAL SCREWS WITH 2-3/4" ., 3/4"PLYWOOD MINIMUM THREADED m , —1/4"0 A329 GRADE THRU BOLT @ 7"O.C. PENETR."T"IN WOOD @ / OR 5/16"0 A325 GRADE THRU BOLT @ 12"O.L. EACH RAFTER OF E TRU I \ �pO GALV.OR S.S. 24"O.C.MAX.WHERE 5 6 I /g ggg �g9 TUBE EXTENDS BEYOND _ Ij g 0 e 1/4"0 ELCO ULTRACON TO CONCRETE/CMU LAST TRUSS MORE THA 2"x S. x 1/B"6063-T6 2 2 6"•EXTEND TUBE TO w 5"D.C.W/1-1/4'MIN.EMB. \ m ALUM.ANGLE W/THREE �9e OR 1/4"0 LAG SCREW @ 9"O.C.W/1-7/B' NEXT TRUSS. '�"W] 1/4.0 WOOD LAG 9 MIN.EMB.IN WOOD SG=0.42.TO 0.55. \ G m=tea SCREWS WITH 2-3/4' mPxWIOrfAML3WUvmr.l 1/4-205.5.MA[�IINE SCREW S(aT 13 H=zuw MINIM UM THREADED 12"O.C.IN BETWW EN TRUSSE �'o m PENETR.'T"IN WOOD 15-2338 EXISTING CONCRETE, WITH 1/2"0 ACCESS HOLE ON m- @ 4cuu - HO lOW BLOCK OR 1 2"K 5'x 1/B"CONT. BACKSIDE OF TUBE OR 014 SMS )tz 2m EACH RAFTER OF TRUSS, WOOD, SEE ALUM.ANGLE(6063-T6) @ 6"O.C.MAX.IN BETWEEN Q p a F 24"O.C.MAX.WHERE PA040FEa1Pn0m ANCHOR SCHED.BASED L ON TYPE OF STRUCTURE 'A ANGLE EMENDS BEYOND § Q LAST TRUSS MORE THAN $ (MAX.DESIGN LOAD s 72 PS.F.I 6',EXTEND ANGLE TO O PASS THRU DETAIL (MAX.DESIGN LOAD s 72 PS.F.I NEXT TRUSS. scALE 3"e r-D^ O TRUSS MOUNT SECTION (� SCALE i 3'=1'-0" O i � 1 I I I GLASS OR ' DOOR I 2^ S GIL -*: DOORS OR p7^ DOORS OR m T 2 2Y W.wi I S�L OF _ R7R _o d V/I STPARA➢W TO OASS ___ _______IF FFOBPAL TO XbamH 13 25oPgRTjS ELEO1lj,0�0UNTED �o CI CONNECTION TYPEo. I'muREFERENCE ANCHOR <w mSCHEDULE FOp SCALE:3'=1-0 fw3C<6SPACING ]) .2SO tl.250 N/4^6 TAPCON Sm 24^ NECTION TYPE 0D.C.WITH 1-1/4' MIN. ENCE ANCHOR D IT0EMBED. ULE FOR MAX. w NGEXISTING CONCRETE DEXISTING BLOCK ONLY.WOOD STRUCTURE FRAMING&WOOD ANCNG HOST STRUCTURE O,JOT ACCEPTABLE EXISTING FINISH O WALL MOUNT SILL DETAI ATERIAL w GU O MAX FROM PIN \ SCALE.3"=1'-0" GU OE TO BUS NG \ /�R@ WASHER ITYP.1 w�� DIST. \ O DECORATIVE FLOOR TRACK DETAIL SQ]R©CUT IN 4"INTERVALS SCALE i 3"v T-0" 0 FORF{.[U¢VE ISE O RECESS SILL DETAIL DETAIL IpI Ip PJ FOR ADDITIONAL 6F �y 1 kay SCALE,3"e 1'-0^ \ INFO).TY.TSP&BOTTOM.' �y s q mq m SEE ANCHOASTENER R SCHEDULE BASED o �'6a Lill b m ON C4 CONNECTION TYPE TO S rd,ygt o I <501 f/4'MAX.FROM VERIFY ANCHOR SPACING "I`JFBF 4 F PW GUIDE TO IS ACCEPTABLE 3 S" BUSHING WAS HER ITYP.I j ,\ Ip. iX bgib Abbb �Q �a _ / v ¢ TYP,BOTTOM 1/4"MAX,FROM PW GUIDE ro 8 A 1/2" TO G 0 SHER TYP 4 a R STRUCTURE ING W/NUT p 2-MINED . 19 CUT AT INTERVALS T EXISTING FINISH FORM CURVE ISEE DETAIL MATERIAL I CONNECTION TYPE REFERENCE ANCHOR �5 SCHEDULE FOR EVER 1^7 B"&7"x2^1[1 B SPACING(FASTENER A b ALUM.AfiG�E UT TO 7•1'x1/B" 1'x 7/B" @EACH 4"PIECE �C3 ANe PROpVID(E 55PP ORT fi063-T6 N1A.1��LUppMp.A.ryGLE C TO O CURVED TRACK SECTION DETAIL 28• & AFIN17o BACKEW177RR.p.r J5 OppA UH7 SHUTTE v��xETPUS OMST _ SCALE 3"•I7'-0" S 1 OF E%TRUSION IS Ff10 T AND BAtyK WHERE /- o Si d d q UOUS REINED EMENT FRO OF EXTqq SIO IS 5F' REQUIRED. CON�UDUS REINFDRCEMENT P2 ISO 4 REOUIpEO. Pi 0 O m �VQQO I.1oUNTING D O q1 OI.7{JNT BION.MIN.OF TWO PER a CPPDITION M�N.OFITWO PER PWPyyEE 11 ry¢Ep ApI1t1�..j AP ROVED FAS E 11 P�E�E 11 Aq ' 15-2338 PIECE G TETE S"ERMCt11T F P ECEFS ClASTENERS ERMC TOF ae1EMIPT-1 TYP.SECTION FOR SHUTTERS OTYP.ALTERNATE SECTION FOR SHUTTERS Pl SCBE 3"=I 0' P2 SCALE:3'.1'4' I I i i I ANCHOR SCHEDULE:CONCRETE E"; 2 x 5 TYP.1 x 5F�OUTSIDE "' 2,5"MMEOGEDMANCE TOP FLANGE ANCHOR tSEE SPACING ` �1 SOS G soeno VD To S•0" Spans UC TO B'•B" SBans UO To 13'-0" SECTION x) a7 a LOAD CONN TIRE CONN TYPE CANNTYPE O / - iF ANCHOR IF C1 0 0 d CS C6 Cl C2 CI' d CS 06 Ci C2 0 U CS C6 I 1 1/4•ITW TAPCON OR ELM 48 16-0116.0"116.0-116.0'16.0"16.0'•16.0•'16.0•'10.5"10.0"3GA"13.0"35.5"16.0"6.5' 6.0` 9.5" 9.0" O O• O ULTRACON WITH 1.1/4- 62 16.0"16.0"12S']LD"16.0"14.5^16.0"16.0"8.0' 7.0"1J.0"10.0"11.0 30.0 5.0' 4.0" 6.0" ).0" •O ; EMBED(3192p11 MIN CONC) 72 16.01116.0'30.0"9.5°16.0"]2.5"155"16.0^63° 6.0" 93" 9.0" 910" 8 .0' 4.0" 5.0' 6.0" 1 x LU TVP. 1 x S INSIDE 3 OR O4 HEADER/SILL °flO'•, ) 110 14.5"14.5"6.0' S.5" 85" 05" 9.0" 73` 4.0' 4.5' 6.0' 7.P 6.0' 5.0" BOT.FLAN E ANCHOR{$EE SPACING a(.to 1/4'MIMFNI AST 48 6.0"0 TV I6 0"3610°16.0"16.0"160"16.0"IG.O"II.P•IB.S"16.0•'SA,O"14S Iq5'ILV 6.0" 9.0^ 95S.a 1CLEST TPENING // �•ya ��,,^J1 WITH 3-3/9'EMBED(31)5pil 62 16.0"16 0"13.0"ILP'16.0"15.5"16.0"16.0"8.0" ].0"12.0"33.0"10.0"9.0' S.0' 4.0" 5.5' ),5" YA�i •� S MIN CONCRETE) 72 16.0'•16.0"10.5'9.S'16.0'•13.5"34.5"14.5 6S' 6.0" 9.0" 9.5" 8.5' 7.0" 4.0" 4.5" 1, NOTE S"INDICATES ANCHOR SCHEDULE SPACING. ZZ IT, w 110 13.0"/3.0"6.0° 5.5' 8.0" 9.0" B.0" 7.0• 910" 4.5" fi.v 6.5" 5.P s.s" SPACING DIAGRAM FOR C) CONNECTION TYPE: (tJ� a,g•`L9 g 200 b.5" SS" 5.5" G.S' S.5" S.S' 6.5" S.S' S.5" _C1 CONNECTION TYPE USING PIECE Q OR Q cot 2 W 8 S $$Y 1/4'ELCO CpETEFIE%554 46 16.0"16.0"16.0'16.0"160"360"1610"16.0"1610" S.B.116.0"16.0'16.0"16.0^SOA"B.5"11.5"14.0" w „�1 3 6 W/2'ENDED(335CpII MIN 62 160'1610°16.0.16.0"I E 16.0"16.0.LEE 12.0'•10.5'IG.W'16.0'14.P 13.5"7.0' 6.5' B.D.L1.D" E CONC) 72 16.0"16.0"153°Iq5"16.0"16.0"16.0"1610"10.0"B.P 12.P 19.0"12.0"IDS G.D. 5.0' 6.5• 9.5" 110 16.0"16.0'9.0` B.0"11.5"330"12.0'10.0"6.0' S.D° 6.0" 9.0'10.0"8.0` S.D. 4.0" S.0" B.0" 7/B COMBINATION y $�, 200 10.0"B.0' SO" 4.D" 5.tl'-F07110.0"8.0' S.0' 0.0•' S.tl' B.tl'10.0•..01-15.0. 4.0" 5.0" B.0" 1•S ITYP. 1 /1 COMGINATION 0W x V.MIN EDGE DISTANCE 9/'10 COMBINATION NOS 1/4'ITWTAPCON OR ELCO CI Cl 0 G C5 C6 CI 174.5- 3 G CS Cfi Cl 0 0 C4 CS C6 O ULTMWN WITH 1.3/9• qe 16.0"16.0"17.5' 7.5'16.0"7.5°16.0" 0" 9.5"IG.O"5,5"15.0"155'• 9.5' EMBED(]392ps1 MIN CONC) 62 16.0'16.0"S.5" S.S'16.0"610'16.0" 12.5'9.0"10.5"9.5' 6.0" DEO(3192p,1 MIN CONC) R 16.0"16.0°4.5' 4.5'16.0"5.D`15.0" 93' 9.0" 7.5 4.5" 1 Ila 14.0'14.0° 83" B.5 4.5" ].0' 6.0°200 ]10" G.B' 7.0^ )A^ 6.0"1/4^MILLENIUM MA FAST 48 16.0"16.0"13.tl'1310"16.0"13.5"16.0" 0^ 7.5 9.5.31.5"ILS^4.S' 4.0" 7.0" 6.5' NOTE.�S'INDICATES ANCHOR SCHEDULE SPACING. a'�YWITH 1.3/4'E14BM C3275MI 62 16.0"IG.O9.0B.516.010.5"14.0' 5" S.0" 9.P 7.5• 8.0" 7.S 4.5" 5.0' SPACING DIAGRAM FOR C3&C4 CONNECTION TYPE: eMIINCONCRETE) 9.5"US" " 4.0" 7.0" 6.5" 6.5" 4.5" -C3CONNECTION TYPE.USING PIECE p0 WITH OUTSIDE110 10.5"LOS"4.5" 4.0" 6.0" 6.0" 6.5'• 4.0" 5.5" 9,5° ANCHORS ONLY ,0.,200 5.5" 4.5 SS° S.5' 4.P -CA CONNECTION TYPE USING PIECE OR®WITH G G• ^. 000 L/4"MIN EDGE DLSTANCE OUTS EANCHORS ONLY 1/4'All•POINTS SOUO-SET I IOi ANCHOR W/]/B'EMBEDO Cl C2 C] d C5 C6 Cf C2 Cl U C3 C5 Cl G1 C] d CS 6 ANCHOR NOTES: Q0� 1/4-20 SS MACHINE SCREW 48 160"16.0" 16.0"10.0^16.0"16.0"6.0" 5.5"16.0"J.0"10.5"13.0"].5' 3S" 63' 4.5' ' £n (]OOODN MIN CONC) 62 16.0"16.0"7.0' 6S"16.0"B.0"33.5"19.5.4.5 4.0" 9.0° 5.5` 7.P 7.0' 9,0" ]5" 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING )3 16.0"16.0"SS' S.5115.0--17,1"110,11111"1 3.5` ].5" 6.5" 4.P 6.0" S. 3.0" 3.0" ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOAD$MUST Be pLI4ITETI TO THOSE SHOWN IN TABLE 10R 3 AS APPLICABLE(P0 1), .b6 6f •� 3109.0" 3 2, ENTER ANCHOR SCHEDULE BASED EE%I N o� 200 5.0" 4.0" 5.0' 4.0" S.D" 0.0" N THE EXISTING STRUCTURE MATERIAL, 3'MI N EDGE DISTANCE ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATERTHANOR a sa 1/4'ALL-PUNTS SOUD-SET EQUAL TO MEGATIVE DESIGN LOAD ON SHUTTER AND SELECTSPAN GREATER S Fi ANCHOR W/7/8'ENDED D G 0 0 G CSC6 G CI 0 G CS U Cf C2 p d 0 C6 THAN ONE SHUI7EA SPAN. g 1/9.10 SS MACHINE SCREW 46 16.0"36.0.16.0.36.tl'16.0"16.D^16.0"16.0°14.0"13.0"16.0"16.0.16.0"16.0"BS' ].5"11.0"ILO" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECHON IYI'E (3000p IMINCONC) 62 16.0'16.0'16.0'SS.D"16.0"16.0'16.0'16.0'IDA"9.0'15.0"13.5"12S"11.5'6.0' S.5° 7.0" 9.0' D 71 16.0"16.0"13.0"32.0"16.0"16.0"16.D•16.0'BS" 7.5"11.0°12.0"103^9.0• 5.0° 4.5` 5.5" 0.0' 4. EXISTING STRUCTURE MAY BE CONLOTyy��}}EE,,ASTM C•90 HOLLOW CONCRETE i •f..Q 110 16.tl'16.0"8.0" ].0"1120'111.0. "105"9.0° 5.0' 4.5" 5.5" B.0" B,S' 7.0" 4.0" 33" A.s" 6.P BLOCK OR WOOD FRAMING,REFERENCEANCHORSCHEOUIE FOR PROPER B 200 8.5" 7.0" 4.0•' ]S` 4.S' G.5" O.P ].0" 4.D' 3.5" q.5" 6.5' B.5" 7.0" 4.C' ].5" 45" 6.P ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE .i$ CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF 1/4"POWERS 55 DROP-IN 2.5/B'MIN EDGE DISTANCE CONNECTION TYPE. W/1/4-2055 BOLTAND a a C3 d CS C6 Cl C2 0 d CS Cfi 0 C2 0 C4 CS W S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE 55 C t 1°EMBED(3000p0 141N 4B 16.0"16.0"16.0^16.0"36.0"16.0"16.0"16.0"10.0"9.5"16.0"11.0"12.0"12.5"0.0" 5.5" 75" 9.D" ONLY, CONC) 62 16,0"16.0"ILO'11.0"16.0"14.5"15.0"16.0' 7.0" 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED a a C 9i qL,��a 73 16.0"16.0" 9.5-19.V 16.0"12S"1L0'125'6.0" 5.5" 1.5' 9.0' 7.0' S.D. b.0" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT 'tll"--�=1° 110 11,0.11.0"5.5• S.D^ 6.5^ BS" 710" 6.0 6.0" 5.5° 5.0' LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER IN S.P 5.0" S.5` rIEW5.0" S.P 5.0" FINISHES. &{ 3-1/2"MIN EDGE DISTANCE 3 I/4'POWERS SSOROP-IN 7. WRY.FEXISTING IELD VERIFY THATUREISWOOD ERS ARE INTO WOOD EJUATE Woo CONDITIONS o�si i! e V END 20 55 BOLT AND Cl 0 .0 U 0 C6 Ct C2 0 U 0 C6 CI C2 0 U CS C6 M MBCELIE NOT THAT FASTENERS ARE INTO I(D I ACC ACCEPTABLE OMING NLY E[p g 1°GMOED(]OOOpL IIN 4B. I6.0"1610'1.0"S6.D^1610"16.0"16.0"IG.O"11.0"1.0"IG.O"14.0"13.0'1].0"G.5' S.5" B.0" 9.5" MEMBER$NOT PLYWOOD,FASTENING TO PLYWOOD IS ACCEITABLE ONLY FOR Qr >iv SIDE CIA�URE PIECES. R$ 6ta CONC) G2 16.0"16.0"13.0"11.0"16.0"15.5"16.0"16.0"8.0" 7.0"10.5"11.0"9,0" B.0^ 5.0" S.D" ).5" is a 72 16.0"/fi.0^10.5'9S'16.0°13.5.1].0`1].0"6.5° 5.5• e.0" 9.5" B. WHERE LAG SCREWS FASTEN TO NARROW FACE OF SIVO FRAMING,FASTENER -lilye� (JiL.711 110 1L0`11.5"6.0' SS' 7.0" 9.0" 7.P 6S" 65" S.P SHALL BE LOCATEDIN CENTER OF NOMINAL 2'"4-IVN.)WOOD SND.3/4' 200 6.0" SO• S.P 6.0^ 5.0`ENEMIES 5.5' 6.0^ 5.0• 5.5" EDGE DISTANCE f5 ACCEPTABLE FOR WOOD FRAMING.LAG SCREWS SHALL , 1 HAVE PHILLIPS PAN READ OR HEX HEAD. i "A 'AGg 2"MIN EDGE DISTANCE I �n a d" 022 SMS W/T EYEYlAU. 0 0 O G CS C6 Cl 0 0 U CS CG Cl C2 0 U 0 G 9. MACHINE SCREE S SHALL RAVE MINIMUM OF Ill•ENGAGEMENT OFTHREADS]N M7TR5HtRAiLaIMtYDOPL ARMOR INSERT W/2•EMBED qB 16.0"16.0"33.0"11.0"16.W'13.516.0"1G.0"B.0" ].S"11-o"93°14.5"15.0"5.0. 4.5" 9.0" 6.5' �p�IDEWAALK BOLT).UVOEN RHERAPAN FFf(EAD.TRUSS HEAD•ORWAFER ' (2000P51 MIN CONC) 61 16.D"16.0"9.5' 9.0"16.0"t0.5"16.0"16.0"6.0" 5.5"Its,7.5"10.5"9.5" 3.5" 3.5" 5.5" 5.0" sCA315^2338 ]2 16.0"16,0"B.0° 73"16.0" 2-S"14.5"15.0"5.0" 4.P 9.0" 6.5° B.5" 7.S' 3.0° 4.5` 4S" ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES, E 110 13.5`I).5^45" 4.0• B.0" 6.0" B.5" 7.0• ]A° 4.5 4.0" 710` 53° ]3" 35" • DESIGNATESANOIORS WHICH ARE REMOVABLE BY REMOVING MACHINESCREW, PAOfi o3salPTro 200 7.0" 5.5 l.5' 33' 7.0' 5S' J.5' 3.5" 710' SS 3.5" 3.5° NIIT OR WASHER WINGNUT. 012 SHE W/L75'EYEWALL 40 16.0`1610.16.0"16.0"16.0"16.0"SMA"16.0.115"11.0"IG.O"1410"16.0.16.0"7.0• 6.5 11.5" 5 10. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE, 9� ARMOR INSERTW/2.5• 62 16.0"16.0`13.P 17.0^Sb.O"15.5"16.0"I5.0-8.5^ 8.0"16.0"11.0"13.5 110"5.5" 4.5" 7.5" 7.5" EMBED(2000pU NI CONC) 72 1610"16.0"3310"10.5"16.0"13.5°16.0"i6A"7.0" 6.5 11.5"9.5.11.0"95" 45" 4.0" 6.0" 6.0" 11. WHEN ANCHORING TO HOLLOW BLOCX SOS DRILLS SHOULD NOT BE USED TO /t O 110 16_0°16.0"6.P 6.0"10,5"9.0"11.0"9.5" 4.5" 4.0• 5.5" 6.0• 9.0" 7.S' 3.S" 3.0"4.5" 5.0" DRNCRETO HOLIOW DLOCK NOR SHOGID IMPACT DRILLS BE USED 701NSTALL �uF CONCRETE SCREWS TO HOLLOW BLOCK - 200 9.0" 7.S" ].5° 3.0" 9.5 5.0" 9.0" 7.5` ].5' 3.0° 4,3" 5.0" 9.0" 7.5" 3.5" 3.0" 4.5" 5.0" I I • i'., - ®�a �����Eil�ia� ®�® OEC ©mmm©ommoo©mmmmomommmm©mmmmo©mmm©moo � l��.iiaai�® ���Pm�i �/�®iiiiiiiai����iia /MMEKAEEA ��®��// � - muammmlm mLIAMA „�� ,�%%moi� �� ioiii%,, i�iii i/EMEEHMMUR ®®�� / Mm000 ����� IBM ®ii����� i� ���%�ii����'i _............. EMmiiiaiaiiaaiaiiiiiiiaiaiiaa .: �mommomm000mmmoommmo©mmo©vm®om© . �iEMii ®jiia aiiaiii j/iiiiiigy�m®®iaiia� MMIMEM 13 E ®�02®� � poll �mmmoA©000©mm000©mmmmmmo©vm©mm® ����� miia�ii��% � ��%i�ii��i �WE gii %iii ■mmmoo©oomo©momoommmomoo©o©mom© °`: � ' % o� /// 11 ® ulDm ■ EOF ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK(CONT.) ANCHOR SCHEDULE: OOD(G=0.55)1 3/9"MIN EDGE DISTANCE P�•F�H A 2"MIN EDGE DISTANCE Spans Up To W-S" Spans UO To 13'-0" 4 rj Spans Up Ta W-0" Spans Up To 8�8" .,an.Up To IT -- LOAD DUVne' G spans unms•-D• ' In CONNTYpE ;'i COIIN NPE CONN TYPE D2UU]S rn� lOM CONN TYPE CONN TYPE CONN TYPE s ANCHOR (p5O Cl Q tl G C5: Q Q tl C9 CS ci C2 tl G CS 111��I���111111sss fyY�<V1"0 s ANCHOR (PaO Cl R tl N CS cl Q tl U c5 Cl C2 C3 G CS 1/4"IASI SCREW WITH 1-3/4 48 16.0"116.0-11.5'11.5"IlGi 16.0`11).S" 7.0°16.0"16.0.I6.0"4.5° 95"35.0" 1/4•POWERS TAPPER+W/ 40 1S.5'•15.5"G.5" 6.5"15.5"ID.$"10.T-4.0" 4.0"105"6.0" 6.0" MIN THREAD PENETRATION 61 16.0"16.0"B.5^ B.T-16.0"16.0"16.0'S.5" 5,5"16.0"16.0°15.5"3.5'13.V 9.5"1 W 1-1/4' ENDED 62 12.0"11.0"4.5 9.5"12.0"7.S' B.0" 5.0" 9.5" 4.0" 72 16.0"16.0"7.0" 7.0"16.0"34.0"16.0"4.5" 4.S'15.0"14.0"II.S°3.0" 3.0" 7.5° m 71 10.5"10.5"4.0" 9.0" 6.0" 6.0" ' 110 I6.0"I6.0"4.5" 4.0°13.5"14.0"12.0"3.0" a.5" 7.5"11.5"9.5• 2S' 2.0" 6.D" N 3 p. 110 200 11 S"9.S 2.5'• 2.0" 6.0"115^9.5' 2,5° 2.0° 6.0"115"9.5° 2.5" I.E. 6.0" 1I11'�l�`�DID l; g $ 300 n ]/16'WOOD BUSHING WRN 9B 16.0"16.0"95" 9.5"14.0"13.0"1],0"5.5° 5.0"13.0"7.5" 7,5" 3.S ].0" 9.5' 1 3 m OIa 5M5 W/2'=11 YEWALL 45 1G.0"16.0"S.S. 1i.5"IG.O"13.0"13.0"5.0" S.D'12.5'7.5" 7,5" 3.0" 3.0" 4.S' 0 1.13°MIN EMBED d 1/4-20 42 14.5 3q.5"6.5• 6.0"14.5"9.5°10.0"4.P' 3.5' 6.5" 5.5° 5.0" 2S" 2.0. 3.0^ Yp ARMOR INSERT W/1-1/4° 42 3q.5'145"6.0" G.D°19.5^9.5"1t1.0"4.0° 3.5° 6.0" 5.0 4S' 3.0" . 55 MACHINE SCREW 72 12.5'125"S.S' S.D"11.0"7.5° ].S' 3S" ].0': q.5" 4.5" 3S" 2.0" 2A" m O EMBED 72 12.5°12.5'5.0" 9.5"11.0"7.5" 7.5" 3.U" 3.0" 4.5" q.5" 3,5" 110 7.0" 7.0" 3.0•' 2.5• 4.0" 4.D• 3.5° 2.0' s 110 7.0" ].0" ].D" 4.0' 4.0" 3.5" 3.S" 3.0' § 1� 200 ]S' 3.0" 15" ].0" 200 ],S'• 3.0" 3.S' 3.0" 3.5" 3.0" 3 0145M5 Y.19 WOOD SCREI'! 4B 16.0"16.0"33,0"13.0"16,0"16A"16.0"B.5° 8.0-36.0"1G.0^16.0"5.0' SO"]3.0" rn OR 1 4'DOWERS TAPPER+ 62 16.0"16.0"94' 9.5"I6.O': 1G.0"13.5"12S 4,0" ;5" ]S" ANCHOR SCHEDULE:GROUT-FILLED CONCRETE BLOCK PE ETM3 oN THREAD 72 16.0"16.0.8.0" 7.5"16.0"16.0.16.0"5.0• 5.0"ILO"11.5"10.0.35" 3.01 6.0•' .AES 110 16.0^16.0 5.0" 4.V 10,5'11.0"9.S' ].D• ].0'• 6.0" 9.o" ]S• a5" 2.5" q,S' frlad 4"MIN EDGE DISTANCE 2011 9.0" ].5" 2.5" 2.5° 9.5" 9.0° ].5" 2.5• 2.5" 9.5" 9.0" ].5° 2.5° 2.S` 4.5" M�V1 { I Spans Up To 6.4" 6nans Bp Ta B'•8•' Spans Up Tp 13'-0" 1r4� i1 G� tDAD CONNWE CONN TYPE CONNTYPE of Om :1 z ANCHOR 0. ct C2 o C9 cs 'Cl L2 C3 a CS c1 ca C3 OI LS ANCHOR SCHEi�ULE:WOOD (G=0.42) Irl 4.g�w 5 5/I6°MW TAPCON A W/ 9B 16.0"16.0"1G.0"16.0"16.0'16.0"16.0"1fiA'16.M 16.0"16.0"16.0"IDA 9,S'SSS" 2-I/9°MIN.EMBED 6a 16.0"16,0"IG.O"16.0"16.0"16,0"1G.0"12.5"SI.S'16A"1G.0"56.0"0.0" 7.0'ID.O" 1 3/4"MIN EDGE D25TpNCE m p� a ]2 16.0"1G.0"16.0"]S.S'16.0"1G.0"16.0'10.5"9.5°15.5^1q.5'12.5"GS" SS" B.0° Spans Up To 6'•0" Spans UDTO B'-B" Span.UDTa f3'-0" Q OOOd �� I10 16.0"16.0"10.0"9.0"14.0"19.5'12.5"6_S' S.5" 7S"12.0"10.0"5.5° 44" 6.0' �n �D CONN ttPE CONN TIPE CONNTYPE F_ O=5 ANCHOR (Pst) $ 200 120"10.0' 3.5 9S" 5 12.0^10.0"5.5° 4S' 6,0"12.0"10.0"Si 9.5" 6.0" LI Q tl G CS L3 Q O ti CS C1 Q tl C4 CS 5 o S g 5/16•ELCO ULTRACON W/ 9B 16.D"16.0"13.5"19.5"16.0" I. --B.0° 7.5'16.0"9.5" 9,5•' 6.0" 1/q'fAG SCREW WlTil 1-]/4 48 16.0"16.0"9.0° 9.0"law,16.0-116.01116.0- S.5'16.0°%11 3.5" 35"10.0" E @ 2-1/4'MIN.E618ED 62 16,0"1G.0"9.5" B.5"16.0"IN..12.5"5.5• 5.0" B.0" 6.5" 6,0" MIN THREAD PENETRATION 62 1G.0"16.0"G.S. 6.5"16.0"14.0"16.0"9.S' 4.0"1].5"11.5"10.5° Fes• 72 INV 16.0"7.S' 7.0"19.0"9.5" 9.5' 6.D" SS' n 71 16.0°16.0"5.5' S,5" 9.5" RO° e op z 110 B.S' B.S. S.D• 5S" 4 ' 110 15.0^14.5'1.5" 3.0"'9.0" 9.0 0.0 2.0 2,0^ 5.0 7.5° 6,0° 2.0" 9.0" 200 1.5° 6.0" 2.0" 4.0" 7.5° 6.0^ 2.0" /.0" 7.5" 6A" 2.0" 4.D" 2° IN EDGE DISTANCE `U' 0145165 014 WOOD SCREW 49 16.0"I6.0`9.5" 9.5"MIN,16.0"16.0"6.0" SS`16,0"11.0"1L5"3.5" ].S' 7.0" 6 CI Q C3 U CS CL Q tl U CS Q Q C3 G 4 0 00.1 q•SOWERS TAPPER+ 63 16,0"I6.0"].0" 6.5"1G.0" 8.0° ).0" 2.5" 2.5° 9S" F - O WIT�1-3/q'MIN THREAD 012 SHE W/T-ALL q81GA"1GA"6.5' 6.5"16.0"Ia.S"12.5"4.0" 7.5" 7.5" 3 PENETRATION R 16.0"16.0"S.S' S.5"I6.0"11.0"11.5"3.5° ]S^ ].0" 6.5" 5.5" 20^ I.0' 3.5° AMIOR INSERT W/2'E11BED 62 IG.O"16.0"T.5" ].5"1G.0"15.5"1G.0^5.0° 4.5°10.5"9.0" B.0° ]A" S.0° 110 1OS"10.0"3.5" 3.0" 6.0"., fi.5° 5.5° 2,0" 2.0" ].5" SA" 45" 2.D° 2.5" ].5" ].0" 6.0" / /' 3.5" 6.0" 5.0" ].0" 5.0" 4.5° 2.0" 2.5" 5.0• 9.5° 2.0° 2.5" C 200 6.0" 5.0"7m 3.0' 6.0" 5.0" paB ]2 ]6.0"16.0"6.5" 6.0"I6.0"32.5'125"q.0" 3.5° ].5" 7.0 6.S' .D 200 S.0' A:5° 2.0" 2,5° U J 2 6a li. 9!SS if. !@ ANCHOR N07E5:SEE SHEET NRIII6DDATL6IMR®DPE 30 FOR ANCHOR NOTES. 15_2338 seGED a1PT10i 3 ii i ii II I i ..I ' aHmnu �ROUND WINDOW ASSENBLY EDGE OF ACCORDION 12°MIN FROM HUTTER = C SBLADES EDGE OF SHUTTER. EDGE OF ACCORDION 0.1, 'T/�— TOP OR BOTTOM TTER l SHUBLADES IT; •, 0.032" 0.125° 1 0LIST OF 049 .032' q pC 95 I 1 €0O ='•�e L 3.5 MIN °,f' 2.875'0 MOLETO RECEIVE ROUND TYPICAL i60g o Z WINDOW ASSEMBLY §6P 02.875° ' -{r0•SBB° 2.875.0 ROLE(TO RECEIVE 03.250' MOUND WINDOW ASSEMBLY) E. LIGHT-N-VIEW WINDOW MAXI UM TWINDOWS EVERY moo€ A PER EVERY OTHER BIAOE N.TS. SAOIC PLASTICS SI%1931T•UL•94HB s ROUND WINDOW 2 LIGHT-N-VIEW WINDOW ASSEMBLY 13 N.T.S.. EXTERIOR ELEV -_ IN FROM EDGEOF SHUTTER, EDGE OFACCOROfON �1�rn�amn i TT OR BOTTOM SHUTTERBLADES rRECTANGULAR WI DOW ASSEMBLY c �-roN 1 BLADE W ROUND WINDOW fflDiON N.TS. EXTERIOR ELEVES I--2.210"--f � � �— 0.145" 1.210• 0.145'•0 3,5°MINap N 3� TYPfGL O 0 N $ Y�g 1.500'z6.000"�OLE(TO RECEIVE RECTANGUTAR WINDOW ASSEMBLY) 1.500'x 6.000•HOLE(TO RECEIVE ri .161° MAXIMUM OF 3 WINDOWS RECTANGULAR WINDOW ASSEMBLY) PER CVERY OTHER BLADE 5L+ .093° .070' �'8- � 3 RECTANGULAR WINDOW ° -- 13 N.T.S. EXTERIOR ELEV Q 3q£A -)--• 118. 1' $ a GP DIA. Y O.SOD° 0.500° b p IJ. p ].S°MIN. RECTANGULAR WINDOW A ( ) RECTANGUWl WINDOW NOTES: ,jgp 00 b TYPICAL �---T ASSEMBLY -145° 1. THE RECTANGULAR WINDOW SHOWN IN 05113.075-MADE FROM GEXLIO LEXAN WITH yy I. p 0.355° p 0.075°FORRETANGUARW MINIMUM q 99y9 FRAMEFOR RECTANGULAR NATE WITH I I BE NYLON 6 OR POLYCARBONATE WITH A u tl I 1 D.34S i; TIPYRNDIN.6LPFNY141DPE MINIMUM THICKNESS OF 0.161'.ATTACH TO BLADE WITH(6)l4 SS SCREWS OR 15-2338 �___, 1.BSfi• }•0.177' 355° BOLTS WITH NUTS. Sole. A SECTION A•A PAp¢oestnlFT[ E a BLADE W/RECT. WINDOW s RECTANGULAR WINDOW. 13 N.T.S. EXTERIOR ELEV 13 N-TS. EXTERIOR ELEV I