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HomeMy WebLinkAboutProduct Approval (2) i BCIS Home Log In User Registration { Hot Tapia Submit Surcharge Stats&Facts Publications FBC Staff I,BCIS Site Map£ Links j search 1 Florida yy � Product Approval „.s USER:Public User a4r Product Approval Menu>Product or Application Search>Application List>Application Detail FL# 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 (7 Quality Assurance Representative Address/Phone/Email P - Category Shuttersa-- u oh Subcategory �—Accordion- Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 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&Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By ORLANDO L. BLANCO,P.E. Cl Validation Checklist-Hardcopy Received Certificate of Independence FL13757 R5 COI Index 2,pdf FL13757 R5 COI Indeo 3.p_df FL13757 R5 COI Indempdf 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 FL13757 R5 EQUjy Equiv 2.1)df FL13757 R5 Equiv Eauiv 3.pdf FL13757 RS Equiv Equiv.0df Sections from the Code 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#,- Model,Number or Name Description 33757:11 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System F L mits�of Use Installation Instructions Approved for use in HVHZ:Yes FL137S7 R5 II Dwo.odf 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 AE Eval.Odf span/pressure combinations 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 R5 II Dwo 2.Ddf 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 AE Eva[2.Ddf span/pressure 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 R5 IT Dwa 3.Ddf 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 R5 AE Eval 3.pdf anchorage,etc. Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road.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: ® RE Credit Cara` ",Sf .. 6.8 ACCORDION SHUTTER FOR USE WITHIN AND OUTSIDE THE HVHZ ° TABLET TABLE2 TABLE4 *: ALLOWABLEWff SCHEDULE MINIMUM SEPARAATI AFROM GLASS TABLET ALL04VABLESPAN ILITIESCHELE •a'. T Of J a O USE T VHZ OR USE WITHIN E VHZ ALLO AW 6MITIAN A ESS TIAL FACILITIES ONLY ;�°�• O -Sam- HVHZ 1MQ MOWMUM SEPAtIADON NOIL5IUMSEPARAl10N I �c POSITIVE PLOADWITHD HVIR FROMGLASS FROM GLASS , ? WNDLOAD IOADYATtI NEOAL POS77N6 POSIGN DESIGN NTH CENTEa{M7E5 µ1Np LOAD DESIGN 6HUITER IRSTAliA7(ONS INSFAWTIONS POR�AND DESIGN SHUTTER Wy�AWTiONS INSTALUTIONO m V WAND URPMTE (J ALL PRE6511RE SPAN zb'ASOYE �]9ABOYE DESIGN NEOAtNEYdi� PHESSUNE SPAN zaVABOVE >s0'AROVE w2Vxax » L64DCPST1 ® OR Y b f MNVN11NtT LPSFT GRADE GRADE WIND LOADALL 016F) GPADE OMDE ]V 2 W OR b© CONDm0HS" LOAD 4 DN.} Dx.l MOUNTING RA w �� © O 202 tw• Gr a6• �Fl CONDmON3- nm 5 - -.9�a�� 211 1w ....._ 18C_.._........150• Bm 1m 1.1• 60.0 1o6' R0` 1/• 1.1' � 210 164' t36' 16e or 1m .........ill 562 16r a0 tam a.r 1.P 3 w,.. 71 I" isr ITT 15Y ao -"_'-'__-...._ _......._._. ...... v D! tz0•_ 10 1.0 602 146' 1 T 1. as a10 14r Ism 150• 165' Sr ......... as mo NY..- em lr 1.1• ouw£ p 40.0 Tar 145• Isa• am am t.r 10.0 tar or 11• 1.6• tin $OR aso tar 141• Isr -...._. ....._ --;i1'.........._...._16C BR• 'YO' 1.6• Ts.O 1A• 1P 1Os'� O.r tm �:�._.._.+w .._....._.__ 100• 3.m 1r 30.0 123• tab' 1/• 2.r,--.. ....roA_...� ___..iif• t4r tem a.m 2r ee.o t:s• tar ac z)• ., _..0.__..... ..._._.. 7.2 Ilr...._._.___ ur tar 5.r z0'....._... _ 00.0 12r 150• bT a5• i0A i1P IM' i]1• HS sr 8.5' -OS,a. - IV-.-=s 00• it• 1.1' TSA itr l2f' 1]1' am lm 1.1• t0aoi-IV- IT 1t• Lr 35,0 IU• iw ..._ 0m a.m t.r,,.. -t0i0"` -1tr-P,.o/ tae' a.r z.0' W lO g ___ S 60 12V aF 3.0' 110.0.._.... ±±0IM' 11' 2.6• 1 ,IT tam 2m 25' ' 1110 tOr,_._.,,, ,,,_isr,- Or S.I. � I _ -"--- tar lr ].5' 120.0 tab• 150• 1m 5r N 05.0- Tim 11)' 11T • q. M 7 -To_0 tOm 116• 11l w,.... ---._._ tr Ix13 tar 6r 1t' 1.1• --- G aq 106.0 for IT 11r 80 •. 1G' 1.r 11p.0 -_...ioi` Sr at' 1.B' Z 4' 1102 _ 108' 110• 11m _tOm am 2r 115.0 02• 80 ..._103' ],l• T._ aTi• 6 W • 115.0 104 for _ for -i3t. _ ar a,5' 140,0 PS• 1]0' _St• 2r y ta0.0 too- 105 105' Sm ......SP_ Lr 1410 .....BI'...._..._ My 1m S.m Lt• �V:• y _._...._..�............. - 8 125.6 - - IOr TO 01 10 L6' 13a0 34' aD' f.r IaOA - 101' 2m t5S0.............-8m_ .....31' ].1• 1u.0 8P' .....1�3" br SS 100.0 Sr TO .leso -91r- . tad•. lr aa: 1102 _ -or ...._04 . - 170.0 im Ar 1r L5•'T Iwo , 0r 33 04'_ am_...... 2'r 1752 IT am 11• l.r fYy ¢ 160.0 _ 0T Sr 9.m 2]' `�✓ 153.0 ....___. �• 118' 15' 1b' 100.0 )P ......31' 11' 1.6' ' 130.0 Sr am lm Lr .._1:?.._..._._ Tr 00 ,,,._ St• S1' .............._..... _...,..__...._.._ 100.0 )0• tam Yr aa• . 1310 __Ot__, n0 ..._ '._....._....._aP........_ t'e• IDSA ea• 12V Sr IT0.0 - -73' 39' a.m zr 200.0 00• 6m 11' Ix Im IT 180.o"" Ta• 00• am - t.r ��FOR SURDOUT MOUNT MAXIMUM Ito e4• 11' t.9`. 3 1352 - - 77to _..e+'...__. ].a'_., Lm SPANS AND PRESSURES.SEE i�• [ l000 - - To- 1a6' 11• s.1• TABLECONSHEET 6/I1 sRa Sq ITE. 00• 30' a00A T' zz FOR WIl000T MOUNT MAXIMUM SPANS AND PRESSURES,SEE 86• TABLE C ON SHEET 6113 /� Sr 1_10 =s. 105` 1f• 3A' !1I ff C TABLE 1 AND 3 NOTE: @ i A L HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARA TABLE 3 AND 4 NOTES; @gg p COUNTY FLORIDA, 1, HON'HVHZ:DEFINED ASA LL LOCATIONSO7NERTHAN i �9 .1 MTAPit-BADE COUNTY AND BROWARD COUNTY FLORIDA. Ila 2, DESIGN PRESSURE All MAN IN NUM ALLOWABLE SHUTTER SPAN /1 p SCHEDULE•ABOVE ARE MAXI3IUM ALLOWABLE DESIGN 1N TN L DESIGN PRESS" SHOWN IN'ACCORDION SHUTTER SPAN PRESSURES AT EACH RESPECTIVE SHUTTER SPAN, SCHEDULE•ABOVE ARE MAXIMUM ALLOWABLE DESIGN S�5 3. THE Q8 SYSTEM MAY DE MOUNT[➢WGFI7ilLDISIDEAND q`J��1 Jy( PRESS URE AT EACH RESPECTIVE SHUTTER SPAN. 1EF'�c OUTSIDE OF THE SHUTTER BEING REVERSED.FOR EXAMPLE: { 3. I40 SEPARATION FROM ZONES IS REQUIRED FOR fLTWGXIFMV[LP.S1fLaDDIt RIS PERMISSIBLE TO MOUNTTO A WOOD OR CONCRETE fiiiP i! INSTALLATIONS IN WIND ZONE 17H0.0WH 4 OUTSIDE OF an SEAM WITH THE BACK OF THE SLAT FACING OUTWARD,FOR (`� THE HVHZ AND OUT51DEOF ESSENTIA.FACILITIES. ,5.2338 THIS COND11ION POSRIVE ALLOWABLE DEIGN PRESSURE -'`J ,,,QQ¢ppp 4. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND AS NOTED W TABLE 1 ARE W THE DIRECTION TOWARDS THE OUTSIDE OF THE SHUTTER BEING REVERSED.FOR EXAMPLE:1T p3cT oescAtnlaxe HOST STRUCTURE AND NEGATIVE ALLOWABLE DEIGN IS PERMISSIBLE TO MOUNTTO A WOOD OR CONCRETE DEAN PRESSURE AREAWAY FROM THE HOSTSTRUCTURE, WITH THE BACK OF THE SLAT FACING OUTWARD, 4. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT 5. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE INDICATED ABOVE, HURRICANE PROTECTION PERMITTED.FDR SPANS BETWEEN THOSE INDICATED ABOVE, � �'•{ THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SMALL THE DESIGN PRESSURE FOR THE NEXT HIGHER SPAN SHALL BE BE USED, I USED. 333 i ti� r a GENERAL NOTES; 8•_� 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING VARIES - NO LIMIT CODE,FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE,ANO INTERNATIONAL BUI DING CODE TIBC)AND INTERNATIONAL RESIDENTIAL CODE]0.0.THIS SYSTEM MEETS MISSILE LEVEL"D'AND IN ES ESSENTIAL FACILITIES AS DEFINED IN 11996.09. A 8 4 SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. SECTION 2. POS]TNE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE 3C DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE PRESSURE TDP TRACK REOUIRMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7 AND CHAPTER 1609 OF THE FLORIDA o w BUI TNG CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE wo CAPACITY VALUES AW ES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. 3. TESTING WAS �9 / 4. DESIGN PRESSURES DUCTED, OTED HERECIN RAREU�ASEDl NTMA%IMUM WT PR ASTM ES OIVIOED BY A31.5 S. THISAFETY SYSTEM FACTOR.HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING RE,UIRF.D FOR ALL WIND m ZONES,IN ACCORDANCE WITH ASTM E1996.09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL n CRITERIA I9 INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. -J PLAN 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE-PRODUCTS.WIND Q_w VIEW LOAD DURATION FACTOR Cd.1.6 WAS USED FOR WOOD ANCHOR DESIGN, c� 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY-FOR �' S WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd-0.85 D L n y SHALL BE USED. 8. THESYSTEMYSTEM DETAILED HEREIN 15 GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFICSIT ?S W 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL to ONLY.DE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME X¢ y< PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER gg 61GIS-23 OF THE FLORIDA ADMINISTRATIVE CODE. f~ �•• Q 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE W CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR til S C VERIFIES THAT THE EXITING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM rn THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 11. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING D OFFICIAL MAY PEE RE THAT SITE SPECIFIC DOCUMENTS BE DREPARED SIGNEMCA) DATED AND BOTTOM TRACK S,,,BY A LICE SED ENGINEER OR REGISTERED ARCHITECT WHICH bETAIL ASVD JUSTIFY THE R DEVIATION.AS A CONDITION TO THE BUILDING OFFICIAL GRAFITING HE APPROVAL. F 12. EACH SHU7�IER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM d INFORMATION: TOWN&COUNTRY INDUSTRIES LOCKING MECHANIS AND FL TYPICAL PLAN VIEWS MISSILE LEVEL D-ATM E188b,11996&E330 ` TAS201,202&203 U �� FLORIDA BVILOING CODE APPROVED 0 13. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 TYPICAL ACCORDION KLLB SHUTTER ELEVATION p 14. ALL BOLTS AND WASHERS(EXCLUDING 1NTALLATION)SHALL BE STAINLESS TEFL WITH S A !gg MINIMUM TENSILE STRENGTH OF 60 KS,L,V.O.N.POP RIVEFS SHALL BE 1/4"0 OR 3/16"0 5052 B ALUM,ALLOY. N.T.S. 15. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR BOX LOCK AT CENTER OR SIDE CLOSURE. 16. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CORD TIONS REQUIRE. 5 17. FLOOR TRACKS MAY BE REMOVABLE AT NON-TACKING LOCATIONS.USE RE ABLE ANCHORS. gg .S 18. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". �g a LS' 19. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. 55 20. SEA LANTSHALL BE USED ON ANCHORS ORTRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE mvvwartrvxa�exuwora ABOVE-NOTED BUILDING CODE 15-2338 22. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND OUTSIDE OF THE SHUTTER BEING BBACK OF THE SLAERSED.FOR T FACINGIO IUTWAARRD.FOR THPERMISSIBLE IS CONDITION ON POSITIVOODOR ALLOWABLE DESIGN BEAMAT THE PRESSURES AS NOTED IN TABLE 1 ARE IN THE DIRECTION TOWARDS THE HOT STRUCTURE AND 23. NEGATIVE HUUTTER MAY BE INSTALLED WITH UP T E((2)BADDITIONALL BLADES OFT LACKCNRE. T� 2.874' PRO.lECTION VARIES 3 n 115" 4.074'HAIL .088' 2.782" 7' �!1 Y 1.ZS' 125" 25'• 1.,8(25" �1.7�06' yy } a l9a^ 17 B' Too' 9B"nt .100" 1^T B" .100' t43'y'{' .143 a, A99' 195-I S •iL3 7.7195^ 143' 100• 1.70195' *•• z .195^ pp11 .195"I' 1L3 143 TA J p y3 N : RL$ Z C P N� +062 062 ,; 62' .985" 62' .6 .630 •200' L064 1 1 L� .062 6Z' 200 .062 30" 6Z" 200 630 .20 I 0• 062` S89' 630 =V X Ey 97• w ,09 .095' 60 630 6069' 1.250,822"977• .971" .0301- 5.745- 2748' �m z39 .R 0• 1. 0' 1R 0" 0" .095" A30' 5.745^M %. 5.745^ 3.610- -S .610' 0 p WALL BUILD OUT WALL LITE 2-LEG WALL HEAVY HEADER/SILL LITE HEADER/SILL ai< y OO O HEAVY AL LEG WALL O O SCALE.HALF SIZE @.SCALE,HALF SIZE 6 SCALE.NAL1-11 Z SCALE.HALF SIZE SCALE.HALF SIZE SCALE.HALF SIVE WHERE SHOWN SCREW BOSSES & FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS >pp� EASY Ci 8 2.655^ 1.825• 7• 2.195, 1.230, , XK 1.825' .510' �W P ^ 1.5B3• a 2.365' 1 .60D BB .510" Q I t9� $�§l 0 .621•T1Y05` . B TYP. ^ a' _I_L_.6A026-9,' - _-1I1�6=-��i� I I iS S 5.61802' 085'.7 l.960' � 400" 895• • •TYP 0. RIi 2.300' J_f_•250" 10' - ! 1.985 1 4510' 2,I95• 4510' q 'og b OSO SILL ADAPTER �p EXTENDED SILL ADAPTOR 11 SC SILL 12 MID SILL ADAPTOR P SCALE,HALF SIZE O EXTENDED SILL SCALE HALF SIZE SCALE,HALF SIZE SCALE HALF SIZE � SCALE.HALF SIZE SCALE.HALF SIZE F 3 1.994• 143• l43' 4 30.225 .314" 1.708' 2a 4,140" 7 .043" 25 ^f r '06 .150 963' � y� LL 03oR OSA• 0 2" 7' 510' _ $ 1021 kkr�g 1.6 69' U• Q .34111L. A6 ry m, agl 133• 0.080• GGG3e 1.72'' a6eD• ur 3�¢a-1 13 TYP. 6.8 SLAT/BLADE 17 6.8 STARTER .cel• .63a• A96• ••q ^• i SCALE.HALF SIZE SCALE-HALF SIZE ,130• 3 A b0]lS•NRADIUS CEILING HEADER/SILL a096• 18 4YALL SILLJim.310' SCALE HALF SIZE •180• 0' SCALE.HALF SIZE 1b 630• �. �i OA80'in mvmclrtrvxaLlswmlF os4- 227' 15-2338 l[. R14 Ate. vase oecc0lvn g 18 6.8 STACK/CONECTOR SLAT/BLADE SCALE HALF SIZER/SILL 8 WALL SILL CLIP F O SCALE,HALF SIZE ®SCALE HALF SIZE yw$ E Kl %. 3750 1.950' +*0 ' Nq9 4 EAIB' N10-2G THUMB ,20' '• �} ID' 9SCREW STAINLESS STEEL P B ASSEMBLY �il 9e g 3200 HOLE .w a o NYLON p *: TA a 8 .050" WHEEL '• A62' 5'NAX. L TYP.AT EVERY OTHER F 2p RECESS SILL FOR USE WITH INSIDE JOINT AT TOP. B70" 5 iia SCALE.HALFSIZE ®AND ONLY CYLO✓flER-SOLID BRASS.MODEL RATED tNj1u5 �W 19 ANGLE 2Y ROLLER ASSEMBLY IDU50O-ZNCOICASTJ'OWDBI COATED p SCALE.HALF SIZE 2t SLIDE ROD SCALE.HALF SIZE NO TE'MAYSIXEYOPERATE0 DUTUDECATIARIB SyTF SCALE.HALF SIZE TUPNOPLRATEO MSIOL 9 3 X250' 23 BRASS PUSH LOCK 11gII NYLON WASHER SCALE,HALF 512E 1� p F RALUMINUM ,357' „ PTRACK NYLON BUSHING R '�7' 4.0 - Yh PTIONALI4 x 2-3/4'410 HT S.S.REW W/ .062'ULTRACOTE COATING 50'P TOP L BOTTOM)ASHER. .154' ,137' T/16.0 x 1/2'L®INTERIOR JOINT TOP N -224- UTERI 224' 7!76"0 x 1" INTERIOR JOINT BOTTOM /.7✓ E1711ER CAN BE USED ON EXTERIOR 26 BOX CENTER INSERT 2750' BUSHING ASSEMBLY DETAIL SCALE.HALF SIZE I Ob9 24 S[ALEr HALF 512E 27 RAINGUARD 2g DECORATIVE FLOOR TRACK 1.978' SCALE.HALF SRE SCALE.HALF S1ZE $°� ES' .623' 236' 28G' 267, .T02^ 2.642- I I'D, 246Y 0 ; p A47' .443 �i MD' �` b m 2 B9^ 2.216'zt g Aet• 4 �t n .zea L6 LzoO- ry g b R P b '26, u ro t.00- . ad 1100' E F m `- :.N o :1 .190" .250' Z5 ¢J S R D R K ,n,.4S, F, r . 3,443• A96' 750' ..76- ' .125" ,190 .135' J6Mlw4.m- .22244�L J76, O2003 6.8 CENTER MATE UNIMATE LOCK MALE BOX CENTER 9 FEMALE BOX CENTER OUTSIDE CENTER MATE INSIDE CENTER MATE 30 37 32 33 34 SALE,HALF SIZE SCALE,HALF SIZE SCALE,HALF SIZE SCALE.HALF 512E SCALE.HALF 512E SCALE,HALF SIZE € T/t6"0 STAINLESS �� A62' g d g U� /x9 a BA00'x I/16'V {--f AAO• STEEL NUT n L,5 NOLO ATTACH£NTSO12V- gg ee END STRIPS SNALLBE9 CRC /gSp A :0 30 NFA05TYLE VANIES G OR PKUJPS RAND.MTOE0 ONLY. ti 3B THUMB SCREW ' SCALE.FULL SIZE 250' .R•"e I {y 20x1 6/18-iNa1 y � 2n,5,-2,3-38 3 iu M�piWE SSCAW 5TAWLESS .V y'4`Oi m mx tNNxmre 9/16.0 INTERNAL Tom• THREAD 15-2338 4 4.5Do' _ *-- 6A"' POWDER COATED.ZINC D¢-CASr 3� SCSCREW INSERT r V 6�1e1 _ SALE.FULL SIZE � YADe GKscmrn SECTION A 36 T—LOCK ADAPTER u 254. 40 40 �EYiAAs (OPTIONAL) �-- 7.Aao' J END STRIP I• - 93 35 BOX LOCK SCALE,HALF SIZE SCALE.HALF SIZE 3g 2X7 ANGLE 2'&3"EXT p SCALE.HALF SIZE w R.125'SCALE. HALP SIZE X � 6 N FASTENER(6 10"O.C. EXISTING GLASS EDGE of EXISTING GLASS ` pppy ^,•Y.••l (USE ANY ANCHOR SHOWN CI5T IN ANCHOR SCHEDULE, BE slt.L) (INTERIOR) �� *'• N0. ALT.DIR CTION ,f •p T r EMBED. 17 R OF ANGL LE 1 9O _ r � (INTERIOR) I �rC 0.062"THICK 6063-T6 "m UM.ANGLE 1-x 1'MIN. - EDGE� 0 2'x 5-MAX.(ANGLE LEG { 9 �1yP,•b.t DIST, Z9 AY BE REVERSED) >u LL�ij i ASTENER 18'O.C.IUSE ANY 13 15 13 ¢ i 13 13 13 ANCHOR SHTWN IN ANCHOR y 8 29 9 m W a SCHEDULE,1"MIN.EDGE OISTANCEI. w O 79 13 Nt2 x 1/2"GALVANIZED BOTTOM 1/4-20 THUMBSCREW (EXTERIOR) w 6.86" Y OR S.S.SMS,3/16'0 ALUM. INTO CENTERMATES 1/3 :;z .. -2011 THUMBSCREW INTO POP RIVET,OR VG-20 TO 2/3 SHUTTER SPAN ECEIVIN OL•€ e W p (EXTERIOR) SHALL 6BiB THREADED HOLE.LOCATED(� MACHINE BOLT L NUT WI 1/3 SPAN TO 2/3 SPAN FROM (P 16.O.C. TO 1'HEI HY. TYPICAL PLAN VIEW BOTTOM OF SHUTTER FOR BLADES MULTIPLE SHUTTER ASSEMBLY SCALE,3-.i'-0'• :9W-3'.USETWO THUMBS CREWS SCALE,3-.1'-0- ON BLADES>W-3",ONE 0)1/3 SPAN LOCKING DETAILS FOR AND ONE AT 2/3 SPAN FROM BOTTOM USE 11 CENTE0.MATES Ci gggg p���55 p g 7 OF BLADE,TYPICAL.FOR LOCKSHUTTERS 2 AS 6C,§fWTg'0y16?O TNafaMAOCK MAY BE SUBSTIRTUTEO.WHEN USEQ WITH SHOWDETAIRSNDOME IJz&OSgTTQM Oi pSANUi0TER,AN S0 HOLE FOaATe#29AS SCRELOCH W MAY BE7/16"I6-D SEEENOSTWD SD¢➢VLE w� j 1 HEIGHT.NO LE SHALL,BE FORHA%.SPAN YI¢N R 11 LE UPT9 y IGIRG{04{0600{0{ F'd�m� 13 �? �gR an I END STRIP SCHEDULE e tlp Q \ �gggzm5 4� 1'BdJ(7.7] Z `9STMl77t SiW TO ® { FROVOE O.OSVRE FOR ••�� (1 - - B=NO CQNDOIOta i3 3 S° (J.T') FASTEN STARTER S (INSIDE) `� STRIP V.,R T / 3-80 AT {HAND TIGHTEN ONLYI. ffi 2 ALTERNATE END STRIP DETAIL �Q R ,3y I T t3 - SCALES 3-.1'-0' ANY TRACK I�►:� ; W/SCREW BOSSES, ANGLE i p SILL I A 4 rj'j I ,a EXISTING GLASS B i,1$�' .$ ..." z t3 _ (INSIDE) I USE 11 pBRASS PUS H v o " ^�, IplgFt 1158 6A5g5 PM��1H LOCK @5 OC� 5[115/16 13 SC, 1W I O TREAEAN SILL _ @ U E If{ 0 TY1' {5 4• IND 3 N FR03M P F1 yy 7 {j}BEADED I ER 7 xp,12S 6 gay 7 EZq/ J �Y �HtS.1.11P$U[JN FRR LIMT,y� (OUTSIDE) ANGLE BOTTOM O SHUTTER �Ir a RIGHT.- UPIf TYPICAL OUTSIDE CORNER CLOSURE A°""'"E°�'° 'Y�Z B •3 D CDI •�i•A YLaXOV N1461�lN Ch13 0 aM91liP.WL9FNY.9YJ92 O M^DETAILS WO/CORNER POST imvcwrwcxoaa+na 13 NTS 13 IxDlmsrnmult°nmcnF 1 t5 (OUTSIDE) 15-2338 SILL EDawoR V�•f09mnoeno 6TUP. USE N BOX LOCK AT 1/3 aCn SPAN TO 2/3 SPAN FROM P.A93 osscRlrr FE, BOTTOM OF SHUTTER 6 TYPICAL INSIDE CORNER CLOSURE y 9A CC2 DETAILS WO/CORNER POST � g a MULTIPLE SHUTTER ASSEMBLY NTS �'tl�' �r SCALE.3-.1'-0' 2 FASTENERS ALUM.TUBE t•6 tl• '' EACH ANGLE 6063-TO ALLOY �.--�` C2 CONNECTION TYPE ;9Q SEE TABLE A FOR Ate' \ REFERENCE ANCHOR ISTING d Q / SCHEDULE FOR MAX. STRUCTURE $ 4 y 1'x 2'x 1/0• SPACIN • _ L 0R 2'x 2'x 1/0' / \ C CONNECTION TYPE 1/4-20 MACHINE BOL ALUM.ANGLE 0 \ REFERENCE ANCHOR W/NUT Tt0 12-0c Be SCHEDULE FOR MA ® R54 SMS(A 6'O.t. THREE 3/16`0 13 I SPAIN (TYP.TOP L BOTTOM:$T, OFm ' ALUM. D ^_ y Q •��. OR UM.POP POP RIVETS 0 1] •• I ALTERNATE THRU DOLT THREE R12 SMS, 1] RIVET ORLO 2 SMS Rpop EFERENCE ANCHOR w n4 BIT TABLEA(m7 CB TO-OX.ITYPd SPACINOE FOR MAX. D OR 1 p€ 1' TOR ?�p U-46=d 9RFSSMEKALL/OWAI9EI3E7NOG7ipN1E• MAY USE MALE OR 1 I w m w 0' PSP Ib plOa NP B70 FEMALE LOCK-SLATI 1 / 1 F Ina 9 UM. W 137 lea /3 L_ / GLASS N N ]I Ur ITr \ / OR DOOR N m N 3:�+ CC3 TYPICAL CORNER CLOSURE DETAILS / ID7{iss i W a m a N Ilr Or NTS �,�_ `� r H 0i IIr 09 ALLO9eA6�101B SPAN AG7 •\\ ~ j •mo fOl Ila IED' SCNEDMEMA q)� 1 6 R i 3 in 106' IO' TABLE 8(a+) ALTERNATE THRU EDIT a1rt19ouTMDUMr \ OR CS CONNECTION TYPE (OE)Altf) 9T lk• PRE611RF VS ALLDWAOLOIF)iGIN REFERENCE ANCHOR fm 66• n<• 7010' /0' SCHEDULE FOR MAX. SN017ER _GN PSFB/0 BIO Cl CONNECTION TYPE 1/4"MAX,FROM IN tom'• 62 Ur 166' 151N.•/1D5195{ REFERENC FOR MAX, 1_ 19i.$f SCHEDULE FOR MA% �-1•'1 WASHER ITYP.1 Ti IBr i5r 11 IN.•-3u K1 SPACING 1 ]fe IN.•A»BAT 14N3/4'SMS 9.O.C. e2 1m• AT 11 1•d p AIA_,K _71/ (� - .5 4n 9i 9s n9• 111 N.•-A.6 ANGLE TO TUBE CONNECTION IDI 9a Ur I vDIN,•auv51 CEXIST NO ONCRETE, Et!BE 6063?T�IAYUM.TUOE r` IID 61• it Iri• 101LN•hiu96T BLOCK OR y °� 1 ]r 109' oIN.•-5995 CONNECTION TYPE fd 6r yI• i011N •16.S9sI WOOD FRAMING REFERENCE ANCHOR g R /•IF.�RN, Op G 1/4'MICOMMIT tOt IN.•JU 95f SPACE NE FOR MA%. �cc Q ® bF1Bp1,0[ �NO N, a91N..•-60DST E 3� FOR WOOD BTIN.._•/-9.6957 Ch ALTERNATE BUILD OUT MOUNT SECTION dm ASTENER 019.O.C. 911N. •!<D99R SCALE 13"•V-0' + (USE ANY ANCHOR SHOWN e9N. •/<T395T A IN ANCHOR SCHEDULE). tl61N. •1—m �. •/26J KT ACCORDION SHUTTER )6IN. •AIe3PM PERMIOOLK.7"PROVAL 8 e 161N. •<1395f §B 111N. •.50.99Sf 3/16 RIVET OR 012 7"N 2"x � »IN. •h51J 95f S SMS�iB'O.[.OR 090.60L1-T6 )ON. •/SU DSf APPUG18l0 AT TOP R'g Y- 4 C•` 1/4-20 NUT&BOLT 1 ALUM TUBE TYP. 5,ggy((I1 fAIN. •1, 4Mf AND 00TTOM < ITYP.1. J/16.0 ALUM.POP ET« L @@= R '"77793333)999 ��O ee1.N_•/btDPR 2'DRr 3Gd�Y� 2 ALUM.LTUBEL" 0110-D.C.Hit SMS �� 80ST-T0 ALLOT Lm 10' .0(TYP.) SEE 7A01E.$ 2'.5..1/13. �`o 7/2'MIN. A E FOO y� 2 11 STEERS CONTINUOUS 1 Q j p pp EA 11 ANGL¢ AIUHINUM ANGLE 5 H Ta3'x Sf'x 2.1]5• �I 1•x YN,09J' OPTIONAL ANGLE INSIDE 1 PTj x� CONTINUOU500.2'x e f063-T6 ALUH, THREE 3/16.0 AIVM. RF l 3�'� e ANGLE,TY POP RIVET6 OR 17 ORIENTATION TYP. ET GLASS Zq 3'6061.7 ONON000M i) THREE MI2 SMS,TYP. BR BBB F 1,85. 6061-T6 ALUMINUM { Y ANGLE 2. O.WALU HIMTHICKFA TENED g� ALUM TRACK FASTENED 8{ ALUM.ANDLE ANGLE FASTENED TO FROM ANGLE WITH U4.20 qg p USE MALE OR FEMALE u ETO57ING]KSt, MACHINE SCREWS ATY " �' LOCH-SLAT] Ct CONNECTION 779E COSTRNCRETE NOS- FROM ENDS AND 91 19 13 SCHEDULE NOR MAN. YN9 ELWITH COO UI TTRACONS 2•I/z'MIN.r FOR THE MIANCE 15-2338 PACING AT 3'FROM ENDS AND EXISTING CONCRETE tl12x1/2'DALVANIZED (OUTSIDE) 4'0.6 FOR BALANCE HOSTSTAUCfURE(3000 eteyjc}�.g oeccnJ=�o 0R S.S.SMS,3/16"0 ALUM. IYITH IV.,MIN PSI MIN) E CC4 TYPICAL CORNER CLOSURE DETAILS POP RIVET,OR 1/4-20 SIDE CLOSURE OPTIONS EMBEDMENTAND TSP SEE TABLE C FOR MAX SPAN A.PRE56WiE5 8 EXISTING CONCRETE, M R EDGE DISTANCE, NTS MACHINE BOLT L NUT SCALE,3'N 1'-0' BLOCK OR W000 FRAMING STAGGERED WITH MIN.SPACING,TYP. BUILDOUT MOUN EE T INSIDE SILL MOUNT SECTION OF SCALE.NTS 0 S SCALE 13-•V-0' CB CONNECTION TYPE oz ANCHOR X STING 1D(SSM SCHEDULEFEREEFOR MAX. STRUCTURE GLASS W W Y GLASS ¢w SPACING 5"MAX. 1/4-20 MACHINE D T 1 ? u UAE W Ci CONNECTION TYPE W/NUT 12`O.C. OR DDDR OR DOOR REFERENCE ANCHOR Cm oEINUi4 yl� FOR NIKE Fw �Q SCHEDULE FOR MAX 19 N165M5(m 6`O.C. SEE TABE2 jQa O' Pot IOl2 13 pN =o SPACIN (TYP,TOP L GOTT tOF AT O ] nS / TO BASS ¢ ¢� #12 x 1/2`SMS OD 12.D.C.SEPASNOW TO Da55 ('.� 1/4`-20 THRU BOLT W/ m , LOCK NUT�12"D.C.OR Era OR 3/16.0 ALUM,POP ♦e` N12x1/2•SMS 12'0.[.ES, o F L O.~ OR 3/16' ALUM POP W RIVETS Le 6"O.C.OR 1/4"0 yl 19 O OR / o ALUM.POP RIVETS 6)12"O.C. a u w•p s 9= RIVETS 6`O.C.E.S. z € OR X4.0 12'O C�E.50P RIVETS / J M It AND Q2 1/4•MAX.FROM PIN raft m u i/4`MAX.FROM PIN ASSEMBLY ESStNJL 13 O9 AND�D / G'D OB I G 1 f/2•TYP. WASHER ITYP.1 G Mwo $m Z6 ASSEMBLY WASHERITYP.1 dGLASS iAIR WAD vziFaywjw w9 / 1/2• 1/2"TYP, EXISTING CONCRETE, 4 CONNECTION TYPE OR DOOR 3E WILE 2 )i Z yrw u BLOCK OR WOOD FRAMING REFERENCE ANCHOR FOR WI. < a f a / E G SCHEDULE FOR MAX. 6fPAW2tt7 L vNF" of 3 CONNECTION TYPE IS' SPACING AS SHOWN '3 REFERENCE ANCHOR 10 / EOG SCHEDULE FOR MAX. 4 CONNECTION TYPE IN OIgGRAM ON PG.101 T] / SPACING As SHOWN REFERENCE ANCHOR ILI'/J_ SCHEDULE FOR MAX. / COVNECTI0.Y T1PE IN DIAGRAM ON PG.10) SPACING.ALT.FASTENER o 6 R REFERENCE ANCHOR EXISTING CONCRETE, LOCATION.FRONT AND SCHEDULE FOR MAX. BLOCK OR W000 FRAMI BACK ANCHORS NOT REWD p 114^MAX.FROM PIN SPACING.ALT.FASTENER WITH THIS LOCATION Cl CONNECTION TYPE 2" GUIDE TO us KING / LOCATION.FRONT AND / \ INSIDE MOUNT SECTIO MAX M REFERENCE ANCHOR WASHER(TYP.1 1/C` .FROM BACK ANCHORS NOT REG'D g IN SCHEDULE FOR MAX. 1 2 PW GUIDE TO WITH THIS LOCATION O SCALE 13•.V-0" SPACING ® w 4 BUSHING WASHER CONNECTION TYPE ¢ INSIDE MOUNT SECTION REFERENCE ANCHOR { r(TWJ O SCALE,3`.V-0• DCE R TAX. N S$ NOTE.FOR DETAILS A,B,0 AND E 0 T IS SHEET EXISTING CONCRETE, SPACING / M BLOCK OR W000 FRAMING EMBED p ^ { THE BASE TRACK MAY gE MSTALLjo IN SECTIONS ^ 4' 'BZ / WITH MU GAPS,PROVIDED THATT AC1111 SECTION HAS (`0a�BUI(.D UT MOUNT SECTION q MINIMUM DF TW SETS OF�1A,NCHORS AND IS A TYP.BOTTO MINIMUM OF 12`LONG.THE SK L OR CEILING K BLOCK OR CONCRETE. EFRAMING SCALE 3`.V-0- US EO WITH THE BASE TRAC, B x� %ISTING OVER THE GAPS BETWEEN SECTIONS EXISTING CONCRETE, E G YS M STRUCTURE F� c g BLOCK OR WOOD FRAMWG CONNECTION TWE El EMBED. C2 CONNECTION TYPE W (iRUSIgV 3 EMBED. 1 CONNECTION TYPE REFERENCE ANCHOR CONNECTION TYPE E%iHU90N a REFERENCE ANCHOR SCHEDULE FOR MAX. REFERENCE ANCHOR 3 SCHEDULE FOR MAX. w SPACING SCHEDULE FOR MAX. O SPACING AS SHOWN SPACING' IN DIAGRAM ON PG.10) 14 4 ':.7/2" &R(j) 3 4 w w GLASS LHI�NN >jm .605 , ¢ qe4 W N 1I2 ¢ D 012x1/2•SMS(b 2- 15. ' S aVo' Ww �s Ea 1• O.C.OR 3/16.OALUM. yyW H•IA 190 B IpI 7�6 POP RIVETS IN6"O.C. aZm GLASS OR e pl^wo OR /4"O ALUM.POP DOOR H0R2 936 GLASS 3zz3� RIVETS(A 12"O.C. uN1- RRp Xz Zm g �i3g2L� DR DDDR RTAME U¢ 2 m SiFO�GAS =�o„la- nd3d..t.g�p 1/4-20 S,S,MACHINE _ ��f Q7 ANDD 1/L` A%FROM PIN iki GCGC SCREW 6 NUT @ BASS ASSEMBLY 1/ V2` GUIDE BU Q �s tl 12-O.C. P.WASHER(TYP.) a 11/�I a$ a VL•MAX.FROM PIN w G 1/4"MAX.FROM PIN y 4 CONNEIFEREIMCTION TYPE t/2' VIDE TO (¢ O uSMING 1Q7PQ2 WASHERITYP.I C• 5 6 n WASTER ICONC E G SCHEDULE FOO MAX. C2 CONNECTION TPE W IXTRUSION 2 ����� EXISTING CONCRETE, 16. SPACING AS SHOWN - CONNECTION TINE EXTRUSION 1xlr x LOEU'YSOrA ry BLOCK OR WOOD E%ISTING CID / FRAMING BLOCK OR WOOD FRAMING 4 CONNECTION TYPE IN DIAGRAM DN PG.10) REFERENCE ANCHOR 15-P338 ®OR REFERENCE ANCHOR SCHEDULE FOR MAX, 3`x 3`x 1/4"CONT. 4 CONNECTION TWE 012%1/2"SMS W 12• SCHEDULE FOR MAX. SPACING 6063-T6 ALUM.ANGLE REFERENCE ANCHOR O.C.OR 3!16'0 ALUM. SPACING.ALT.FASTENER EXISTING CONCRETE, [MAY BE REVERSED SCHEDULE FOR MAX. POP RIVETS(P 6`D.C. LOCATION.FRONT AND I BLOCK OR WOOD FRAMING SPACING OR 1/4`0 ALUM.P BACK ANCHORS NOT REO'D AS SHOWN DASHED) WITH THIS LOCATION RIVETS u•D,c. 4` F NfALL ILEOIJT 93 O SCALE,WALL 0..V-0' SCALE, O SCALE 03.11-0" MOUNT SECTION U I SCALE 13".1'-0' E `8f4f r, ' FCR MBI E39MIAl EXISTING —ALT LEG DIRECTION 1/4-20 O GLASS ITN,GPAR UM 10 = EXISTING MACHINE OR O.01 1 „ (216063-TG ALUMINUM BOLT W/NUT 1 DOOR a 1- ANGLES PER BEAR END, 72'O.0 OR W SIZE PER SPAN TUBE 014 x 3/4' 1-yy D 1/4.0 ALL I SCHEDULE SHE 6'O.C. SPANTUBE6ONFDIAE = C <Z < POIT6 SOLIO I ="Ip WITH 7%ti`OMIN. SPAN TUBE AIIOW.BIEWBE PRINOEROF NUMBER OF I =y DESIG CONCRETE OR ACCESS MOLE MULE 3- BAIZE SPAN 6PAN TNRLLBOLTB SON LER 1ZRGM L 6 Ci� Z w BLOCK 3'MIN TOP DOTfOM TOP BOTTOM TOP BOTTOM TOP BOTTON 7t p0,�II I-7 o SPACIAL AN TUBE TUBE WOE WOE TUBE MME TUBE NUE 3"MIN EDGE ; E DISTANCE. _ H 3i ow ar 144A• i�pg' 4 s 4 3 1- r E 5 6 �wm �s u M IH 2� z 3 3 r r 6 3•MIN. 14 6 V S� 60' /T4.t• 161.0• 3 2 2 4• r w 6 I - ED.DIST. ra6k — 9 6 ASiU[54NRAl fhDUBE3 3 U y 0.146• — ' n.8' i21.P 2 7 B 6 r r pp i SFE ThRE4kf0 NMSII WQ I.- Ink tGflA 1- 2 4 4 17' C N2 I 1/4'MAX.FROM PIN GUIDE TME 2ryM 60' 1660• 1069' —2 2 B ] r T I TO BUSMNG WASHER ITYP.) GLASS 1 N. Nw w OR DOOR 0 y m ZS01 Po' 142P 106.r ) 2 1 T t0• TWO 1/4'0 WOOD < - - LAG SCREWS 24' 1/4"O rHRD BOLTS 0.125• 171' 1t6M ISIS 4 O.C.MAX.WIT�2" SEE BEAM ws- .ac t66.i• 440.0' 4 2 0 4 r 1C THREADED PENETRATION 3'PON. SCHEDULE FOR W. 2ttn op- pati• i2P.o• x 6 4 0 ta' ta• 3 T'INTO CENTER OF STUDS ED,DIST. EGUIRE 5 6MEER x O.157 X26' 162, 2w 1' 61 4 1 EMS.'T' 14 SMS 0)MIDSPAN BETWEEN 16 ,L•M0.X.F !AM%N GIRO -PA NTUBxE SCHEDULEN • CSKS STUDS FOR TR ACK TO I•x 4` A i P, z z AHG7ES FOR BEAMS. PLYWODDL TUBE CONNECTION 1/4"O ALL 2. USE 2'z5'xl(4'PNGU5 Fgl2'x8'82'x10•BEAMS. STUCCO FINIS POINTS SOL N Aro 3. USEOEAH SCHEDULE FOR OETATL J. 7 4' 1 SET ANCHORS ] SPAN TUBE PER DESIGN 4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR IN 6063-T6 ALUM.TUBE WITH 7/0'MIN. SCHEDULE COMBINATION WITH OTHER CONNECTION DETAILS.WHERE USED K� EMBEDMENT W TOGETHER.BEAM MUST BE LIMITED TO TOP BEAM SPANS. THIS DETAIL TO BE USED WHEN STUD SPA[INL CONCRETE OR 1/4-20 MACHINE BOLT 5. SPAN WBES MAY BE USED INA MtO-SPAN CONDITION WITH y 6 EXCEEDS iNE MAX,ALLOWABLE ANCHOR SPACING. OLD 3'MIN W/NUT @ 12.O.0 INUTTERS SPANNING ABOVE AND BELOW THE BEAM.MID •SPAN 4 SPACIAL AND 3" 216863-T6A UMLWH TUBES PS HAVE TOP BEAM UMttATIONS(INCLUIN '5PAN5, 4 MIN EDGEaLES PER BI.EAM END, OR Nil x 3/4`SMS @ pNCIpRS,p71GtE5 AND BOLTS,W0TI7HE SHUTTER SPAN TAKEN o Z y ^ N OWALL MOUNT SECTION THIS DETAIL MAY DISTANCE. SIZE PFR SPAN TUOE 6'O.C. AST1iE SUN OF THE SPANS AB�EAND BELOW THE BEAM. 4 g§* SCALE t 3'.V-0' ALSO BE USED SCHEDULE 6. IAP BEAMS ARENOT ANDY/ED.TING id AT TOP STRUCTURE ALT.LEG DIRECTION ACCESS HOLE 7, ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. 1Z EXIS EMBED. I IG MAX.DESN 8 O BEAM SPAN SECTION Tp —GLASS ' SCALE t 3^.1'-0- 8 FAQ ! OR DDDR j a EXISTING W000 F FOI NNIZ 67F 08Z 1 ® H a U FOR 4V-SPA9A901 MZ TRUSS OR RAFTER 1/2 3" V2" 'T W mm < M1 @ 24"MAX.O.C. In MATXISER AL WING ISH lk d 8� }{ 1/4"MAX.FROM PIN GUIDE 0 1gI 1 16 TO BUSIUNG WASHER(TYP.1 r x 4'x BE 6063-T6 wy I la p 8 1/4•TILE(TYP.1 ALUM:TUBE W/THREE a C 1/4.0 WOOD LAG p @3 7Rp FM.MATERIAL SCREWS WITH 2 3/4-PLYWOOD MINIMUM THREADED 114'0 A325 GRADE TMRU BOLT @ 7'O.C. PENETR'T'W WOOD lA gy@4@4 p OR 5/16.0 A325 GRADE TKRU BOLT @ 12'O.C. EACX RAFTER OF TRUSS A GALV.OR S.S. 24'O.C.MAX.WHERE 5 6 TUBE EXTENDS BEYOND N pp} f �_1/G'0 ELCO ULTRA[ON TO CONCRETE/CMU LAST TRUSS MORE THA \ 2"x 5'x 1/8.6063-T6 S'O.C.W/1-1/4"MIN.EMB. 6',EMEND TUBE TO u w m ALUM.ANGLE W/THREE OR 1/4'0 LAG SCREW @ 9"D.C.W/1-7/B' NEXT TRUSS. F,w 1/4'0 W000 LAG MW.EMB.IN WOOD SG.0.42.TO 0.55. / Hy x90 SCREWS WITH 2-3/4- co4RxxHwR(L6Mt\IL 1/1-2055 MACHINE SCREW 13 tt b•• MINIM UM THREADED 2'O.C.IH B TW¢EN TRUSSES@ yl- 15-2338 EXISTING CONCRETE, EA i 1n� PENETR.'T'W WOOD @ vrwtn HOLLOW BLOCK OR Z'x S'x 1/8'CONT. BACH5�pp2E OF TCVBESfIrygDp1405M5 JLw Z m EACH RAFTER OF TRUSS. - W000 FRAMINpoG.SEE ALUM.ANGLE 16063-T61 @ 6"O.L MAX.IN BETWEEN <� << 24'O.C.MAX.WHERE vAee oesuttt A.- N T1YPE aP STpUCiUN¢ _ 'A~ ANGLE. TENDS BEYOND LAST TRUSS MORE THAN IMAX.DESIGN LOAD:72 P.S.FU 6',EXTEND ANGLE TO 93 LOAD A 72 P.S.P.1 PASS THRU DETAIL IMAX•DESIGN Nexr Tauss. O O TRUSS MOUNT SECTION SCALE.3'-1'_0• M K SCALE,M 1'-0' 0 GLASS OR JQ••• �O DOOR 2^ mom :• z FdOL1ES sE rARL GLASS OR z GLASS OR FOR RII DOOR 4on^. DOOR ^ SMARAT IWGA4 w� OF ,•. _ u q ¢¢o wr< rM F FOR F� Ny,Om I •T 'J�ZK m Fzwd' ASEPp Sipes N N� MSS i W l` 13 .2n pppll�g 4^MIN. 13 = a t3 =¢w CI CONNECTION TYPE L'a PARTIALNtlAtpVATION NTED REFERENCE ANCHOR Qw SCAlE 3�'P y It`' 20 ytj Z SCHEDULE FOR 48 ,250 SpACINFI ^9 3 L I QQ G rr 0. .250w .250 v0"i e w 3 1 !4'0 TAPCON 24^ CB CONNECTION TYPE 0 Y C O,C.WITH i-1/; MIN. REFERENCE ANCHOR @$H ENDED. , 0 SCHEDULE FOR MAX. l0 SPACING / -EXISTING CONCRETE OR ' E%ISTING \ BLOCK ONLY.WOOD / STRUCTURE \FRAHING b Wp00 ANCHORS / EXISTING MOST STRUCTURE 4gOT ACCEPTABLE / O WALL MOUNT SILL DETAI EXISTING FINISH 1/4"-MAX F ON PIN \ SCALE 3".Y-0^ �ATERIAL GUIDE T I p _ DIST, \\ O DECORA VE FLOOR TRACK DETAIL 'w>.•' WASHER(TYP.I 5 6 CUTU 4'INTERVALS w ry RECESS SILL DETAIL \ SCALE.3 V-0^ pETgIL fU EFOA ADDITIONAL g C$ INFOI.TY T�L BOTTOM. S U-$4 FASTENER C EA[M IL CUT pv s SEE ANCMO SCHEDULE BASED ❑ ' ON C1 CONNECTION TYPE TO 1/4^MAX FROM � VERIPY ANCHOR SPACING ♦ PIN SOME TO IS ACCEPTABLE i 1"i �1J1 i BUSUFTd6HING WASHER S .BOTTOM , 1/4^MAX.FROM PIN GUI E ►T. B 1/2" TO INE U STRUCTURE W/NUT 6b 2 10 C. C I t CUT AT INTERVALS T n EXISTING FINISH I'ORM CURVE ISEE DETAIL P�®1 i tld MATERIAL REMN,,EOE AN OR SCHEDULE FOR MAX. SPACING(FASTENER W EACHi`PIECE6(p�UUM.,,((rf L UT T ] vs^ ve^ Tp CURVED TRACK SECTION DETAILAND BACI(VE SPANS M06 US5 •.OIL RUSONSTPSCALE 3"e 1'-0`DPTRU51 SE0 A Ktj�p'�pjj,.jRE (>QEQS REDS' IMENT O 7 PI�u EDNFI I2 ft UIRON 4 E44A 12 IONT MIN/FI TWO PER e pppp0VE0 MOII T1 GCC,�Q¢y�II ry p ry CONOI710Np,MWI�N�.HIFTWOPIE.IR 15-2338 PC[ASTENE SPIERMC TOP PPP �IEEEPCCCEEpA�RA57ENER5 VER CUT P Mcc otacnlvnox, OTYP.SECTION FOR SHUTTERS P2 'ALTERNATE SECTION FOR SHUTTERS ��' 93 PT scue 3 .1-0• P2 SCALE 3'-1'-0' --'� LG:v ANCHOR SCHEDULE:CONCRETE x1., 2 x S TYP. =x S OUTSIDE TOP FLANGE ANCHOR SEE SPACING ,p• 18•MW EDGE D16fANCef SECTI TON�) Y SOfnf Il0 T96b' ' Snrnf 1/0 T08'•tt^� " O 1 IOAn obrNTne 1�) cou YRE ooN�� xx� 3�:qq�1 AnaoA •1(P�. n p 0 G m.cr%I--d-1-0 G cs C6 cl n n u C51�LG6I :)r I/4'ITW TAPCON CII ELCO}t.. . 6A'160"16A"16.0'Sfi.O"J�q.0'16..r /IIA.'16,0"10.5^10.M'RACON WITH 1.1/{' 6.4`16.0"123"12.0"16.0' 16.6"1Q0•&0• 7,D'12.0"10.0"ILO"10.0"€0' S T . 3 OR 4 HEADER/SILL 6.0"t6A"f0A•9.r 140^ 15.5-16.0"6.S' 6.0• 9.5' 9.0" 90' 0.0- 4.0• 9,0^ GO" S[�INSIDE y i43"6.0^ vs 65' 9.0" 7.5^ 4.0• 4.5" 6.0" ].5' 60' S.0" T,FLAN E CHOR fSEE SPACING Y .0 WY' A SECTION ISA"i 5�60• zs" s.Dzsa.r,,....._ SIDE CLOSEST TD OPENING I!/•MIUFJBUH MILlFAST 40"16.0"140 1G0"36.0' 16.0'16.0.8.0.10.5.14Y 11.0"14.5•US^6.5• 40- 9.0• 9.5"MIIIIIYJ/4•EMOID(3273DA6.0.HGP•1JA'9A-16.0. 14.0.16A•0.0• lA• 920.1.5.10.0.9.D" 5.0- 4.0' QS" 1S' MIN CONCRETE) 6.0-10.0'SO.S 9S'IIIA" 14.5 N.5.6.5' 6.D• 9.0' 9.5• &: 1.0" 4.0• 4.5' 6.S NOTE,^S"INDICATES ANCHOR S[NEOULE SPRUNG.3.0"33.0'W.0- G5• &17' '0:0^i;0" 66" cr 6,D^ 6.s. S.5• Sr SPACING DIAGRAM FOR Ct CONNECTION TYPEs"s.s^ TV Gs" IIs'6.r' S3- 4-C7 CONNECTION TYPE USING PIECE m OR Q 5 j T40^IQo•ma-16.0"ICAO• 16.0"I40-I"-mr16.0.16.0.16.0.1401 SOA"BS•f1.5.14_0' 9W/2'EMOEII(1150PANIN &0"16.0•ICAO"16A"ICAO- 16.0^J6.0.12.0.10.r 16.0'16.V 14.5`13.5-7.0` 6.5' B.D•11_01 ICONQ 16.0"16.0".1Q5"21.5"SQ0' 16.0"I6.0"100"0.5.11.5"14.0'11.0"IO.S QD" 5.0" 6.5" 9.5^ COMBINA '�........ _..6.0"16.0"9.0 aA'1L5. 12.0.16§40" 5.0" 6.0' 9,0"10.0_B.0' S.0" 1.0' S.0" / 1 COMDINATIONno 10.0^B.0- S0" 4A- QO- 10.0•&0" 5.0' 4A" S.0' 8.0"]0.0^8.0^ 5.D° 4A° 5.0" 0,0- 9/ 0 COMBINATION Wi Q i"MIN EDGE D[STANC! U4'(1WTAPCONORELCO p 0 n G n C6 61 0 p U CS G Cl 0 p U CS 06 O VLTAACON WITH 1.3/4' 48 IG.O'I6.0"1.S ).5'!IIA•1.5'16.0"1G.0"5,0" 4.5"16.0"5.5"15.0"!SS" 9.5" S FXB'0(319209 MVS CONQ """""'- ..__.....__._. __..... 63 ILL 16.0"€5• €r 16.0^6.0•16.0•16.0" 12.5"4.0"fO.S^9.5' BED(319209MINCONQ 12'16.0116A•4,r IA-IIIA-SIV 15.0_'15.5" 9,5•, 9A' )S• OS" r0 1I0 1/.0.14.0" 83" B;5• ].S' 4.5• ]A" 40° 1 x 5 T P 7 S P .Ci 200 10" 6.0• 6_0' NOTE,"S"INDICATES ANCHOR SCHEDULE SPACING, a Y 1/4°NLLLCNIUN HTLLFAST 48 16.0"26.0 13A"1JA'15.0"13.5•l6A•16.0•&D' l.r I&W 9.5"ILS 115"4.S• 4.0' 7.0" 6.r A PHIM 1.31V EMBED()v 62 16.0"16.0"P.O. ES'36.0"10.5'14.D•ISA'S.5' S.0' 9.5• 7.5• B.D• 7.S- 4.5• s.D^ SPACING DIAGRAM FOR C3&C4 CONNECTION TYPE ,NIN COHCREIQ n 140"16.0'7.5 7.0'I6.D•9.r 113.213^4s• aD- 7.0. 6.51 ar S.S 4.5• -C3 CONNECTION TYPE USING PIECE WITH OUTSIDE F� !ID IO.r 10.5"4.5" 1.0' 6.0• 6.0• 6.5" 5.5" 4.0" 6.5" 1.5' A CHORS ONLY M Q g iO0 35'43" 5.r 4.3" S.5• 4,S -C CONNECTION TYPE USING PIECE®OR®WITH a OUTSIDE ANCHORS ONLY D - 1/4'ptL-DOIp1550U65ET t•t/d^WN EDGE DISTANCE w 8 AYCH00.W/7/8'EMBED A G U n G CS CII a 0 p U n Ce CI n n G n CII ANCHOR NOTES: 1/4-20 SS MACHINE SEA6W Aa 16.0"16.0"9.S 9.5"16.0"10.0")6.D"16,0;'.Q0" 5.5"I6.0 7.0"10.5"11.0"].r l.5'6;5- 1.5' `A Z (l4DWMINCONQ 62 Ib.O"16.0"].a"65'1.610.0.D•1).5']0.5'43' 4.D• 9.0" 5.5" 7.S ]:0_ �.b" 7.S 1, SPANS AND LOADS SHOWN HERB ARE FO0.DETERMINING ANCHOR SPACING � \\\) F --- -•-- - 11_.3J- ONLY.A(IALVAAMSTORM SHUTTER SPANS FORSPECFIC LO0.05 MIST 8E L\/- W�a R R ]6.0"10.01 5.5_5'.S'16.0•).0•I0.5'11.0.15• 73• 6.s' 65^ 6.0• 5.5' l.0" 7.0' 11MLY*D TO THOSE SHOWN IN TABLE 1 OR 3 AS ADPLIGBLE(PD 1I. 9 •� 110 LOA"10.0'J.5• 1.0' 6.0• 4.r 0.0° 5.0' J.0'1.0' GO' .' 200 --: Sam19- 2. FNTE0.ANCHOR SCHEDULE EASED ON THE EXISTING STRUCNAE MATERIAL 9 100 5,0' 4.D• S.0• 4.0^ 5.0• 4.0" ANf:NOH TYPE M!D EDGB DISTANCE.SELEtt OES2GN LOAD GREATER THAM OR L 1/4-All, 2'NW EDGE DSS7ANC¢ EpUAL TO NEGATIVE DESIGN LOpD ON SNURE0.AND SELECiSPAN GREUER P� ANCHORW17/r EMeFAO U 1 0 1 0 1G1 CS 1 CII 1 G Ip p U n C6 CI 0 p 1 C4 n U THAN OR EQUALTO SHUTTER SPAN, A 1/1.20 SS MACHINE SCEEW 48 16.0^IIIA^16.01116 16.0"16.0'Ib.D"IIIA'14.0'IJ.O'lG0"16.0.16.0^IIIA_B;5'.].5^11.0"110'_ J. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. (noo"IMINCONQ 62 16.0.%Sr 16.0'15.0"16.0"16.0'16.D•16,0'10.D'9.0•I5.0"1].5"12.5"It.S'6.0'S.5' ].b' 9.0' 3 __. ' 72 16.0'I&D•17.0"12.0'IQO"16.0'16.0"16.0"85" ].5•ILO"11.0"ID.S"9.0^ 3.0" 7.5" 5.5" B.0' 9. EXISTING STRUCTURE MAY BE CONCRETE,ANC ASTM C-90 HOtIOW CONCRETE DLOCK OR WOOD FRAMING,REFERENCE HORSCHFOULEFORPROPER .1-0 LO 16.0'fQD"8.0• ).0'10.0'11.0'10.51 9.0' S.0'�_5_5.5^ B.0' &5_7.0'4.0• l.5• 4.5° 6.r ANCRUNT E BASED ON 7YDE OF EXISTING STRUCNREAND APPROPRIATE 300 4.5' 7.O' 4.0' 1.5• d.5• 6.5" 4S' ].0' 4.O' 3.5` 65' GS^ &5" 1.0'4.4•J.r d.5- 4.r CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF 1/4•POWERS S OROP-Ip b5/e'NIN EDGE DISTANCE CONNECTION TYPE. 11/1/4-11 11OLTAND CI C2 p G CZ CII Cl 0 C3 (A C5 G Cl Cf Cl C4 CS G S. ALLCONCRETE ANCHORS SHALL OB INSTALLED TO NON-CRACKED CONCRETE E P I-EMBED(JOOOp9 NIN 1R t6.6"ICAO"140'16,0"14.9"16.0"16.D'IIIA"l0.D"9.r t6.0"1).0"12.0'I1.5"6.0' 5.5• 7.r 9.0" ONLY. CONCH 62 IGC"300"II.O'11.0"149.11.5"IS.O"141/']5• 6.S 20.0"10.5"65, B.0• 7.0' 6. THECONTRACiORIS RESPONSNNE TO ENSURE THE ANCHORS AREINSTALLED �B •n' 71 16.0.10.0'9.S 9.0'ICAO']3,5'I2.0'115'6.0" €5' ].S^ 9.0' ).0' 6.0^ 6.0" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS CMDEDMENT y 8tl1 [��1 110 11.0'iLD"S.S' 3.0' 6.r 8.5' ].0" e.0" 40" 5.5• 5.0" LENS}gN HESS S.HALL BE AS NOTED AND DO NOT INCLUDE.STUCCO OR OTHER aa�LU_ u��$ 200 S.S 5.0"S.5• S.0" 5.3• 5.0^ FIE d Y4 1'MW EDGE DISTANCL 1/4•POWERS SS DPA0.IN 7. WHERB FXISTINfi STRUCTURE 15 WOOD FRAMING WOOD FTUU4/NG CONDI7ION8 KIM d T• W/1/4.20 SS BOLTANO G 0 O G C5 CII R n C] G CS CII C2 n p C4 CS CII VARY,FIELD VERIFYTHATFASTENERS ME1NT01(DEgq1IATE WOOD FPAMIMG EE - Z MEMBERS NOT PLYWOOD.FASTENING TO PLYWOCDISACCFPCAeLE ONLY FOR 1 3'EMBED(3000psl MIN AB 16.0"IIIA'140"140• tCl SIDE ELO�NO PIECES. M �9 SN CAMC) 61 I6.0"1G.D"L].0'SCO'16.0"15.5"16.D'IIIA'B.D° 7.0^105'1fA"9.0" B.0" 5.0" S.D" 7,5" tl D E 72 I6.0"36.D•105.95'10.0"17.5'I7.0"1JA'IIS" 5.5" 40" 9,5" ).5" 6.5' 6.5^ B. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER + E' ,Fy--mow 1111 1111__. SHALLBE LOUTIRINCFNTEROF NOMINAL r x4*(MIR WOOD SND.3/4' LF•�" 110 13A'113"IIA• 5.5' 1.0• 9.0• 1.5" 6.5' 6_5' QO" 5.0• 5.5' EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING.LAG SCREYlS SHALL14 d" 200 6.0' S.0• 5.5" 6.0" 5.0` S.S 6.a• S.0' S.5' HAVE PHILLIPS PAN HEAD OR HEX READ. gRg z� 3^ "IN ED..To-CE �n•I• �f sRSNSW/2'EWWALL C1 p p G n CII 0 n C4 IS CII Ct 0 O G CS G 9. MACIHNE SCREWS SNAILHAVEMWIMUMOF.1&7 GAGFMENT-171-D-1.4 p044DBIz0XLetwrooFL ARMOR INSERT W/1'FNBEO BASC ANCIORAND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER (200009 NIN co"Q dB I6A"16.r 13.0^f1A"16.0^I3.5" Cl16.0"16A'&0` 15"16.0"9.5'le.r ISA'S.0' 4.5' 90 6.5" HEAD(SIDEWAIX 00LTI,u.D.N. 15-2338 62 I6.0"4AK 95• 0.0'16.0`RA!1610"160.40' S.r 12.5"7.5'IO.r 9.5' 15" €5' S.0^ ® DESIGNATES ANCHOR CONDITIONS IW ITCH ARE NOT ACCEPTABLE USES, fj Y I R LLL-16..0"6;0' )_5• up 9.6"14.5"ISA"S.0- d.S 9.0" 4.5'• 0.5° 7.5' 7.0• 4.5 4.S BB 110 I3.5•13.5-O.S• 4.0' 80" 6.0- 8.5" 7.0' JA" 4.5 4.0- 7.0"ji 3 .5" i.S • DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, c 20tH 7.0• 5.5' 33• l3• TA" SS' l.5• J.5" 7.0' €r 3.5' NUT OR WASHER 11110X1/2. A P12 SNS W/L]5'EYEWALL _4e t6.0.16.0'16A•PLO"16.0"]IIA"BY.16.0"11.5^11.0.16.0"t4.0^100" GS'115"9.r ID, MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULEARMOR INSERTW)IS' 62 16.0"t8.r 11.5'13.0'16.0'155"16.0"14.0"er 00"16.0 L1.0.13.5" 4.r 7.5• ];5'EMBED(I00DP21NI OONQ h 16.0•(IIA•12.0'10.S"16X 13.5.16.0"16.0"7A' 6.5'61.5"9.5'11.0" 4,0' 6.0' 6.0 11. WHEN ANCHORING TO NOHOW CLOCK 505 GRILLS SHOULD NOT BE USEDTO^(IIA"63' 6.0`f0.r 9_0"13.0'er 4S 4.D• 5.5• 6.0• 9.0" 7.0- 1.3' S;0" DRILL INTOMOLWS O HOL NOR SHOULD IMPACT DRILLS BE USED TO INSTALLCONCRETESCREWSTOHOLLOWBLOCK9073' 3.5• ].0' 4.S S.0' 9.0' )S• l.r ].0^ 1.5• 9.0^ 7.0" 4.5' 5.0" Enam �®M� l MM Mmom re ImMmIlm mmmma mm MIEN ■11m m©©mDOmOmO©mmm©0©OMOmm©Om©m©mOm©0m©d n n m® mmmMm i �yEm ®®m% Em ce ® ® ® EE �® m® M. ®ems mmm;� ,� � �/;!! ;;%„%�;; �;; IRAW "A IM ■mo®mmmmmm©mmmmmmm©®mMKON90 mmm©L10 im KKR ®®%///im1 mgmLEM EKRrr Fro _ m■mOm©////m�mOm©mmmmmmmOOm©mmgm�©®mmO®mm© �y%%%may/.%//��%/// ,, /, %1/////" ®® �mmmo©mom©�mmommmmmmmmdmo©mmmam 5 11 ® J � 11111111 NI VG,E O� EOF ANCHOR SCHEDULE:HOLLOW CONCRETE BLOCK(CONT.) ANCHOR SCHEDULE:WOOD(G=0.55) r 7/4'NW EDGE DLSTANCE 1•MIN EDGE DISTANCE Spanf Un To 610" s-u'-'-fl" Spans Up To 13W Spam U0 To 6'•0• s-,Up TpN 8- Spanf1b T01nm LOAD CONN TYPE CONN TYPE CO WIVE ANDER CONN TYPE CONN TYPE CONN TYPE ANQ�OR (PM O1 R tl C4 CS CI C3 O G CS CI Q tl G CS Q Og u Z d q Cl C3 CJ U CS Cf C1 C] U l3 tt Q C3 IG 6 y4•"SCREW WITH I.3/1 48 16.0'16.0"11.5'I1 S'16.0'140^16A"]S"1 7.0'16.0"16.0"14D'4.5' 45^1S0" 10�UI 6 g 93i x 3e y4"PGWi'AS TMPJR+W! 18 145'15.5.6.5" 11 145"10.5.10.5"4,0" 4.0.30.5_6.0_6.0' XIN TN0.EAO PENE1MTfON 63 140"16.0"B.S B.5"16.0'14.0" 16A"15.5"].5" ]S• 9.5' tis T�3 3-I/4'ENOED 6I 12.0"/3A"4.5' 45"13.0"I.S. 8.0" 5.0^4.5' 4.0' 72 140.16.0`7.0" 7.0' 16.0"INC"6."16.0"4.5• 4.5.15.0"14.0"12.5"].0" ].0^ LS" 3 W t � --- S'14X 12.0"3.0• LS" 7,5•Ila"OS" I.S 3A' 40" J w 1 10.5•IOS"4.0" 9A' 6.0' 6.0' 8 110 16.0.16A'4.5" 4.0"17. If0 5.5" 45" 7o0 113^9.5' 23' 2.0" 40"ILS'9.0 2.5` 2A^ 6.0.11S'9.5 25 IA' 40` C�1 3 h ]/16-WOODBUSHING Wild 68 140^14.0.9S 9.5'140'BY.V 1].0"55• 40'SIA'].S' 7.5" ef25NS W/1•EYEYIALL 18 AEC 16.0"B.S• &S'36.0'L3.0.13A"S.0" S.M 12.5"1.5` ],5" ].0' I.0" 1.5' a SS DC y43o 63 14.Y'14Z-6.P 4C 14.5'9.5"10.0"1.0' JS" 6.5" $.S 5.0" 2S 2.0• ].0• � i MH00.INSERTW/1.1/4• 61 44.5•I4.S•40" 6.0•M.S•9.5"10.0"4.0' 3.5" 6.0" S.0^ 4.5' JA' f 72 12.5"t13"S.S' SO^31.0"7.5• 7.5" JS" 3.0' 4.5" 4.5" 3.5^ 2.0• 2.0" ' tf 55 MAGGHE SCREW 72 123"123"5A" 4.5"11.0`7.5" 7.5` ].0" 10^ 45' 45" J.5" D .I..3mE 110 7.0` 7.0" )A" IS" 4.0' 4A` l.5• 7.0' 2.0• 3.5" 110 7A^ 7.0" ]A• 4.0" 4.0' LS" ]S' J.0' 4 ... Z00 1.5" ].0" 3.9 3.0' ]S' ].0' 3 /I4 5 N14 W000 SCREW 48 16.0"l6A^13.0'IIA'16.0.16A•16.0'45• 60.16.0"140' 00.V/'dOWl0.5 TNlE0.w �M. 16.0.95" 9.5'16.0'16.0'140'6.0'-6.0"16A"1.3.1..'.13.5't.0' J.5• 7S f//'���.., e�%}1 ANCHOR SCHEDULE:GROUT-FILLED CONCRETE BLOCK Y, 1-14•MIN THPE D1 l PENEtMI<ION 72 16A'L6A't1.0• ].S'16.0"f6.0"16.0'S.0_5.0_12A"tt.5"10A"_)S• ].0" 40' ilii 0" l.0'_6.0• 9.0"7.5• ].5• 2.5• 45' y1 5 4'MIN EDGE DISTANCE 2D0 9.0^ 7.5" IS^ 2.5• 4.5• 9.0"f.5" 2.S• 2S 43• 9.0' ].5' 2.5• 2.5' 4S S, gaII �� Sa.]n Up io 6'-D' Spanf Up To DtiB• ..mu T.13'•0' hLL p F1• d AHObR IDsI) CGNNTYPE OJNNTTI'E CONN T'PE �I�g^ Qpm tt Cl tJ G CS a a t]I G I Fs Cl C2 CJ J" Cl ANCHOR SCHEDULE:WOOD(G=0.42) �•" �� (5 5(I4'lIY/TAPWNA W/ 48 16.0'16.0"I40"I6A`L6A"16.0`140"16.0'140"16A"140"16.0"10.5"2-Ile NIM.EMBEO 6I 140"16--.-16A'd40`16.0'140"12.5"1L5"16.0'mo-140'60" 3/-NEDO!DLSTANCE16A"160"16.0"Ts.S•16A"16.0'16.0"10.5'9.5.15.5'145.115^45' C Spay wTo6'-0• s-U0 T.0'-B".110 16.0"16.0"IDA 9_0'14A"34.5.13S"6.5' SS" 13'17.0^IO..D"J.S' 3 l9AD COMNTYPE WpNTYPE WNR TY7E ANCN00. (PNJ 200 12.0"30.0"5.5' 4.5• 6.0"12.0^Io.0..s,s" 4.5" 6.0"1L0.I*o, 5.5^ zt5 C2 CJ U CS CI C2 G G a C1 Q C] U CS5(16•EICO ULTRAOON{Y/ 45 16.0"16.0"11.5"33.5"16.0•t6.0^16.0"9.0' 1.5"16:0'9S" 9.5" fµ•IAG SCREW WITNI-Il4 4B 16_0.'16;0"9.0" 9.0"1-.9"26.D_16.0"6.0" S.S'140'16.0'f6A"15• I.S'IOA^ - o G 2...HIN.ENDED u 16.0'16.0"9.T 45'16.0"12.0'133"5.5• SA" B.0' ES' 6.0" NINTNREAD IENEIPATIOp 62 16.0"16.0"45' 4S'16.0"36.0"16.0"45• 4,0'lIS 11.5"105`1.5^ LS' 6.0' • Tl 16,0'16.0'7.5' 7A•I4.D"9.5' 9.5' 6.0' SS i? ]2 16A"16.0"S.5^ 5.5'16.0'36.0"f6.0'LS• 15'IOA"9.5• 40' LS` LO' S. v Ss 110 6.5' 45' S.0" 4S' t 110 15.0"14.5"IS' LO• 9.0' 9.0' B.0' 3.0^ LO• 4e 7.5' 40• 3.0' 4.0' S tl$ 200 -....._ + 100 7.5" 6.0' =.0° 4.0' ).5• 6.0" 2.0" 4.0' ].5" 40' 3.0_ 4.0' U. ........._...� ._..._ }• 1'MIN 8008 DISTANCE Y34 SMS 114{YOOO SCREW 4B 1fi.0'16.0"9S' 9.5"f6,0"16.0"16.0"6.0" 5.5 16.0"13.0"11.5"].S' 1S• 7A' G D 00.111l9'�0WE0.5 TAPPER+ -.-"..... ..._.__ .__......... M C3 Q U G CS CI C2 tl G CS Cl tl tl G 6 g WITH 1-y4'NW 1HDEAD E2 16_0'16.0"7.0' 45"14.0"IRA"15.0"4.5' 4,0" 9.5' B.0' 7.0' 23' 2.5-14.V '4+ 1125M$W/Y EYEWAIL 1B 16.0'140'111,5"10.5.140'°16.0'16.0"6.J' 6S'36.0'ILS'12.5"4.0' J.S' 1,5' PENEIPATION 73 16_0 140"SS S.5°140"11.0"il3'].5' ]3- 2.0" 45' SS' 10' 2.0' IS" ARNOA IHSF0.T Y!/2'EN9ED 53 f6.0'140"7.5' ).S•16A'15.5"IG.O`5.0' 4.5'30.5'9.0" B.0' ],0' S.0' Ito 10.5'l0A"].5' LO• 6.0" L.5" W 2A" LV ].5' B.0" 4.5" 3.0` 2.5" 72 16.0'140"6.5' 40'140"12S'12.5"4.0" ].5' ).S' ].0' 6.5" 4.0" 200 5.0' 4.5" d.0' LS' S.0' 0,5" 10 2.5' S.0" 4.5"2.0' 15` .I 110 I13"11S'4A• ]3' 7.0" ].0" G.0' J.5• 6,0' S.0' ].0'. ¢ C 260 6.0' SA" ].M 6,0' I. I.0" 40' SA" I.0' aqq ay qq Re'd�6yccy uddd� 9� e� i� ANCHOR NOTES:SEE SHEET ct119�YLrwAtoPt 30 FDR ANCHOR NOTES. 155.2338 � 6 Illllllll 0.0UN0 WINDOW ASSEMBLY " �O� EOGE OF ACCURD WNIr HIM FROM C SHUTTEq BLADES EDGE OF SHUTTER, EOGEOFACCOPDION TOP OR BOTTOM SHUTTERBLADES *i o.u5 0.125• T MST,TE OF o.a3x' a.o3r a 0.196 46• 1�1c?c 9 1 I X00 /r1 MIN WU W�aI II •�yp 2.875.0 HOLE.TO RECEIVE ROUND TYPICAL l:l a z pp `� D7 WINDOW ASSEMBLY �r S #a g 3 875' ' -�x0.188• =.875'0 HOLE(TO RECEIVE ILll! M w 3 1�fx3 03250' ROUND WINDOW ASSEMBLY) HAXIMUM OF 3 WINDOWS LIGHT-N-VIEW WINDOW PE0.EVERY OTHER BLADE A N.T.S. SAUTC nsnasLx1431T•uL-94He 2 LIGHT-N-VIEW WINDOW T5 RDUHDWINDOW pg ASSE14BLY13 N.T.S. EXTERIOR ELEV .h1 1 � G K �6 f2'MIN FROM N EDGE OF SHUTTER, EDGE OF ACCORDION R TCP OR BOTTOM SHUETER BLADES a]fig oftANGUTAR jwl�oowAssFHBLT 1 BLADE W ROUND WINDOW \� g� _c�••�SHUTTE�0.GLADES L3j3 N.T.S. EXTERIOR EIEY �,l•{c �Bf =x10` } 0.145• 1.310• 0.145' $ 3.s MIN 0 0 0 J TYPICAL D g Oo o zl Y�g Is00•Y 6.000' 011:(70 yW� RECEIVE RECTANGULAR D7 5 WINDOW ASSEMBLY) 1.500'X 6.000•HOLE(70 RECEIVE Q^ MAXIMUM OF 3 WINDOWS RECTANGULAR WINDOW ASSEMBLY) •4 .161' PER EYERYOTNER BLADE g a a93 1 .D:o 3 RECTANGULAR WINDOW o � ' 1gg 3 O 8 1g N.T.S. EXTERIOR EIEV T SIB' 1 DTA. DS00' 0.500• Fi•o i � si 1 A. q�ga 3.5 141N. RECTANGULAR WINDOW RECTANGULAR WINDOW NOTES! y1 TYPICAL f"-T ASSEMBLY A (EXT-) 145• 1. THE RECTANGULAR WINDOW SHOWN IN Ip O 1�E y, I ,", 5/13 IS MADE FROM GE XLIO LEXAN WITH p 0.355' O 0.075•I4INIMUM THICKNESS, FNAME FOR RECTANGULAR WINDOW MAY S BE NYLON 6 0R POLYCARBONATE WITH A 0.145*T HUNHUMTHICKNESS OF 0.161•.ATTACH oY+a3 t0uaLRx:WOri TO BLADE WtTH(6)04 SS SCREWS OR 15-2338 L___U 1,956• �D.177• ass BOLTS WITII NUTS. F _ A SECTION A-A PAR!UrSCRIPNON� E BLADE W/RECT.WINDOW 5 RECTANGULAR WINDOW 13 13 N.TS. EXTERIOR ELEV 13 M.TS. FMERI00.ELE4 ^ E •�V1jl) 1