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HomeMy WebLinkAboutProduct Approval Property Information BuildingInformation Owner: Geiger Wind Zone: 160 MPH. Address: 6 Florida Way Exposure,Category: B Port'St.Lucie,F134952 Minimum Building Dimension: 24 ft. Mean Roof Height: 15 ft. Risk-Category: II Design Pressure Calculations Opening Location, Device Device Device Max Positive �Ivlax Negative Number Zone Width(in) Height(in)'. Elevation(ft). Pressure(psf) Pressure(psf) 1 End 63 55 7 30.6_ -39.8 ...... ......_ _: ........ ...:. ... ...... _ ._.... ....... .... ....... 2 1nt ._.. . 34 40 7 32..... 3 Int34 40 7 32.5 , -35.2. ....... _... .._...... .. .... ..... . --....__ .4 End 74 55 7 30.3 -39.1 ......... _.. ... ...... ..... ._ ...... .: ... ...___ ........... .... . ......... . ..._.......... .5 Int 72 80 7 29.6 -32.3 __ .. ... ..... ._..__... _ . ._..._..._ ... _ _ 6 Int 52 55 7 31.0 33.8 _ .:. .................: ... ....... . _._. ......... _.._..._ . ..., ..... 7 Int 53 55 7 3.1.0 -33.7 Prepared in accordance with:ASCE.7-10,Chapter 30.'Wind Loads-Components and Cladding.5th Edition(2014)Florida Building Code. Page 1 of 1 `Florida Building:Code,OnlinePage 1 of 3 sv S - - y R .Z • ` yam, j tC�a a� � Tal B052-one ?'Log In `•"User Registration ::Hot?op:cs 'Submit Surcharge -Stats&Facts :'Publications FBC.Staff `.SCIS Site Map Links ;Search , Business';, �x 'r01eSSl�( Product Approval i- k�_ .s1 USER:-Public User ^rc^u._�'%,. I i '.`-`==> .,,A ..a{r n_._..>rAPPiication Detail EL# `.' FL13757 R5 Application Type- Revision. Code.Version 20 . Application.Status Approved Comments Archived "Product Manufacturer AATbWTand CountV Industries, ..: Address/Phone/Email 400-West McNati Road c u' 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, FL333 09 (954)v970- 9999' tomj@tc-alurri.com ' Quality Assurance Representative' Address/Phone/Email Cate o a 9 ry Shutters° 'Subcategory. Accordion -Compliance:'Method :Eva Iuatlon:.Report from a Florida.Registered,Architect or'a Licensed Florida Professional"Engineer . fE.Ev aluation Report- ,-Hardcopy'Received Florida Eng ineer.orArchitect:Name who Frank.L. Bennardo'.T.E. developed.the:Evaluation;Rep oct . Florida.LicenseRE-0046549- :Quality:Assurance:.EntltyNational Accreditafion:&Manag'emerit:Institute Quality;Assurance:ContractExplration`Date, 12/31/2016 _Validated By. :ORLANDO•L BLANCO, P.E. . ,.. Validation Checklist HardeopyReceived" - Certificate oflndependence� FL137.7 25 COT,Irides 2.adf COST In •.,• ,-f'1'1:3757 RS:, .. er s:rsdf` L's37:57 FZS_CO -IncleD odf F Referenced'Standard and Year(df'Standard) Standard :. Year ASTM`E1886., 2006 ASTM.E1996 2005 ,. :ASTM E330. " 2002 http://wwwJ16riddbUildi'gg org/pr/pr_app_dtl.aspx•?paramwGEVXQwtDgvgk7yHMuovbm... :863/2015. Florida Building .Code Online Page 2 of 3 TAS 201 _ 1994 TAS 202 '1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed.Professional Engineer or Architect _. Sections from the Code Product Approval Method 'Method1 Option D 'Date Submitted 04/21/2015 Date Validated 04/29/2015 Date Pending'FBC Approval. 05/06/20.15 Date Approved 06/22/2015 ----------------.............-...._..........._................................._..-----._._._.._......_.._._._............._...__............................................. -- .._.. ----......_...._..---._...__..._.._... - ..._.._._...- - Summary of'Products FL# IlModevNumber or Name IlDescriDtion 13757.1 6.8 Accordion Shutter IlLarge Missile'Impact"Resistant Accordion Shutter System Limits of Use installation Instructions Approved for use in•HVHZ:Yes 'L137S7 R5 I< :,_q.:,;�_ 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 =? .:; 57 F l^" span/pressure combinations and additional limitations of Created by Independent Third Party: Yes use. 113 7,.2 6v8 StreamlinpjShutter Large Missile Impact Resistant Accordion Shutter System Limits of.Use Y Installation Instructions Approved.for use:in HVHZ:'Yes' FC.1_"711'7__ (�'....i` ....; _...._.JJ 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 _3_?757.y7;.__A- '.;:_: ..vd' 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 applications. Limits-of;Use -.-..-Installation Instructions..._ Approved for use in'HVHZ:`No =La 7(>7 R5 iQ=:cl 1` 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, FL13/F- R5 AE Eval 3_of. anchorage,etc. Created by IndependentThird Party: Yes Contact Us 1940 North Monroe-Street.Tallahassee FL 32399 Phone:850-487-1824 - .The State of Florida is.an AA/EEO employer.Copyright 2007-201 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 mall.to this entity.Instead,contact theoffice.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 emalls 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: e http://wNvw.flor-idabuilding:or /pr/Pr_app_dtl.aspx?param=wGEVXQwtDgvgk7yHMuovbm.:. 8/3/2015 6 :8 STREAMLINE SHUTTER GENERAL NOTES i FOR USE WITHIN AND OUTSIDE THE HVHZ 1. THIS.SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITA THE FLORIDA BUILDING = NO.46 CODE,FOR USE WITHIN AND.OUTSIDE THE HIGH VELOCITY HURRICANE ZONE,AND THE c TA INTERNATIONAL BUILDING CODE 21BC)AND INTERNATIONAL RESIDENTIAL CODE(IRC).THIS SYSTEM - A z MEETS MISSILE LEVEL"D"AND.IN LU ESSENTIAL FACILITIES AS DEFINED IN ASTM E1996-09. UNLIMITED WIDTH 5 Q QFIN m;Qr SEE PRODUCT EVALUATION REPORT FOR MORE.INFORMATION. SECTION ''90�• �,c o 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE m DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE,PRESSURE i ''E REQUIREMENTS AS DETERMINED IN ACCORDANCE.WITH.ASCE 7-10 AND,CHAPTER 1609 OF THE roPTRACkq�� V FLORIDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN a PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. 3. TESTING.WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND.ASTM E1886/E1996/E330.. a O D 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 g .<m W o SAFETY FACTOR.. L(I�J 5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND r Z_ 3 z ZONES,IN.ACCORDANCE.WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL w CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. PLAN VIEW 3 j 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND LOAD DURATION FACTOR Cd=.1.6,WAS USED FOR WOOD ANCHOR DESIGN. 0 w m 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN:REFERENCING THESE n m ,o DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR P < WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7;A DIRECTIONALITY FACTOR OF Kd=0.85 SHALL BE USED. z B. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE.. N m F� 9: THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL a ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME i E! PRODUCT APPROVAL.USE OF.THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 23.OF THE FLORIDA ADMINISTRATIVE CODE, THESE a 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE_ CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR v �a o mafl VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM A rn o THE STRUCTURAL'SUBSTRATES DETAILED HEREIN. � � =o c n 11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL z=a m WHENTHE DOCUMENTSN,; HURRICANE PROTECTION -BRACKM q 12. WHEN THE SITE CONDITIONS DEVIATE FROM.THESE APPROVAL DOCUMENTS,THE BUILDING. g Ly OFFICIAL MAY.REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,.SIGNED,DATED AND e SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE DEVIATION.ASA CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL. LOCKING MECHANISM,SEES=_ ; 13. EACH SHUTITER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUMTYrICAL PLAN VIEWS 3 o INFORMATION;' TOWN&COUNTRY INDUSTRIES 1 g FORT LAUDERDALE FL TYPICAL ACCORDION MISSILE LEVEL,D-ASTM.E3886,E1996&E-330 '. 1 SHUTTER ELEVATION TAS.201 ,202&203 FLORIDA BUILDING CODE APPROVED 1 N,T.S. EXTERIOR ELEV 14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY;U.O.N„WITH A MINIMUM Fy OF 25 TABLE ZC R 15. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION).SHALL BE STAINLESS STEEL WITH A. MINIMUM SEPARATION FROM GLASS MINIMUM TENSILE STRENGTH OF 60 K.S.I.;U.O.N.POP RIVETS SHALL BE 1/4"Id OR 3/16"0 5052 ALUM:ALLOY: NON-HVHZ ESSENTIAL 16.. ALL SHUTTERS.SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR HVHZ d BOX LOCK AT CENTER OR SIDE CLOSURE. FACILITIES. B 17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. - 18. .FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS,USE REMOVABLE ANCHORS. SHUTTER �sI ° 19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". SPAN INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS ,g - ill 20.' ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH... <<30'ABOVE >30'ABOVE 5 30'ABOVE >30'ABOVE b 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED., GRADE GRADE GRADE GRADE ,' 22. SHUTTER MAY BE INSTALLED WITH UP TO(2)ADDITIONAL BLADES OF SLACK. - a 23. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 72" .2-1/4" 1-518" 2-3/B" _ 1-5181, TABLE,1: 99" 34/2" 1-7/8". 3-6/8" ia/8" ° TABLE 1 NOTES: 120" 4-1f0" 2" 4-1/4" 2" $ 1. DESIGN PRESSURES SHOWN IN"ACCORDION 144" A-TIB" 2" 5" 2" _ ACCORDION SHUTTER SHUTTER SPAN SCHEDULE"ABOVE AREl > MAXIMUM ALLOWABLE DESIGN PRESSURES TABLE 2 NOTES: SPAN SCHEDULE. - 1. HVHZ:DEFRdED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA, AT EACH RESPECTIVE SHUTTER SPAN.. CDPYRunQ FP.RAL BEWIaO.E 2. LINEAR INTERPOLATION BETWEEN SHUTTER 2: FLORIDA.HZ:DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNTY POSITIVE NEGATIVE LF l�f'It 15-2339 SHUTTER DESIGN DESIGN SPANS 1S NOT PERMITTED.FOR SPANS - 3, NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND - SPAN PRESSURE PRESSURE BETWEEN THOSE INDICATED ABOVE,THE ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A SCALE: .s fPSFI PSF DESIGN PRESSURES FOR THF.NEXT HIGHER MINIMUM SPAN OF AT LEAST 30". PAGE DESCRIPTION: - SPAN SHALL BE USED. 4. INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ WITH SPANS LESS TRAIN 30"SHALL 72" ,100 100 HAVE 2-7/8"MINIMUM SEPARATION FROM GLASS WHEN<30'ABOVE GRADE,AND 1-5/8"WHEN>30' I 99", 70 70 5ABOVE GRADE. "i, LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE a 120" . 53 .,. 53 INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL,BE USED. n 144" 436.6. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTI.1 . .., .... .....-.... .. .. .. •... .. 96 - E19 -09. i MARDO,P.E. - PROJECTION VARIES 2.874" 4.874"MAX, rr� ^r o 0.062" 0.450" N 0,080" D L o 0.125" 1.708" 0.100" --1.830" 0.067.^ r! 1.708": 0"0.100" ry -r- 0.08 0.063_ 0.195" 0.195" q�•09§„�•'l ._--j- , 0.060" 0:070^ ry L 0.060"- 0.062" 2.620-" } 1.90q" 0.125" 0.630" -."�-I MGM" � `! 3.993" I � � •fn'»• F3x F4 �: z Ir 0.630° -- 0.062° ti 0.630" .. 0.062" -� 0.143" 0.096" �„"i - _.J_•• .069"-{ 0.971" 0.971"1 0.143" ' 0 060" 0.06 " 1. 70"� m 0.630" LL y� . 0.062" Lp,Zpp" II 0:062"�00" 0.630" ' 0.06" 0.462" '' '�{^y Q 1.069"-{ -i-'' w o p SUPPORT LEG OPTIONAL� - �--1.069",� p,p62Q� '1:064"--}•"7 0.062" 10.200" W� ,..�W �0� 5 745"MAX. L5.745"MAX. _ +�_. - WW Y _WALLrsi ;. 2 BUILD.OUT WALL 3 STREAMLINE CEILING TRACK 4 STREAMLINE WALL TRACK 5 HEAVY HEADER/SILL g •LITE HEADER''SILL w ~SCAIEi HALF 512E SCALE:HALF SIZE SCALE.HALF SIZE (D SCALE:HALF SIZE O SCALE.HALF SIZE O SCALE:HALF'SIZE a 'WHERE SHOWN;SCREW BOSSES ri 8.FELT GROVES ARE OPTIONAL M ON ALL EXTRUSIONS 0.874+ d - -2}1t.605551"0O.io5" 0.060" 1"-_ .875" " 7.195" . 30"2.195" a e F u pp 0.7---- u I I mm 2.3 22.655 6 4..58410" 1.0j69" LL .831" " 1.069" 10.185" 0.075 .475"005 ,uot " ao44" 41.4.50 ��f•�aO_z�®Ef°4i mfaogi NOTE:TESTED THICKNESS OF a o 0.781" -� - _ �-=-=-4.510"� DARE METAL W/O PAINT SS OY039" 3.SOb"' SILL SILL ADAPTER EXTENDED SILL, 1 p EXTENDED SELL ADAPTOR } ADJUSTABLE SILL BOTTOM 13-6` 8'BTftEtlMk.INC.:SLAT/,-BLADE j g 7 SCALE.HALF SIZE. `•'' SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE LE:HALF SIZE SCALE:HALF SIZE _ 10.245" oCOPiYRdICiRoFPGFI ��B jeEEa� I�e 0,477„ 1V0.08011 570 0 SSD" 0,070" 0.143 0143 .590" 0.34 0.143"1.70.8" 0.096 0.060" 0,115" 117" 4.753" 096"0. Hill 0. 80" 7 0,060" 00440� 0.682" . 0.22 q.630" 0.693" iwgg8eeIW pYt&3� tOO- PE { - 15=2339 € NOTE:THICKNESS OF BARE 2.822" _ k-1.625"---, 0.420" scalE,- .. - E l4ETAL Wf0 PAINT IS 0,039" PAQE DESCAIPTI4N2. 6,8.STREAMLINE.STACK 16 RADIUS CEILING HEADER/SILL �� 6.8 STARTER jg 'WALL SILL CLIP 18b WALL SILL E 15 SCALE.HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE .. - 0.610 STAINLESS STEEL Z80'•f-` 'NYLON WASHER OR ASSEMBLY 4 0^ ALUMINUM S '� 0 320"0 HOLE I r0 050" 357 .o . o 0.880' NYLON i a s 410 x 2-3/4"410 FIT S.S. N - .'0.05 WHEEL- v '.r O 0.120"o INSERTS CREW W/TC ULTRACOTE -t 0 0:591". - �•' S i TRACK (TYP TOP&BOTTOt4) r -! Rul TYP.AT EVERY OTHER 0.750' NYLON BUSHING W/WASHER:MAx=-=1 7/16"0 x 1/2" INTERIOR 30INT TOP INSIDE JOINT AT TOP . 0.870" 7/16 0 z.I"@ IN ERIOR JOINT BOTTOM 0 1544J -0.137" /CYLINDER-SOLID BRASS,NICKEL PLATED 1 g ANGLE HOUSING-ZINC DICAST,POWDER COAEO E17HER CAN BE USED ON EXTERIOti _ .��. SCAM HALF SIZE-' 22 ROLLER ASSEMBLY O BUSHING ASSEMBLY. DETAIL - O SCALE HALF-SIZE NOTE: MAY BE KEY OPERATED OUTSIDE C 1J Q m�'7 0.250" r ...S SIZ HALF 512 R 3 24 26 BOX CENTER INSERT 111 vv�g OR KEY/THUMB TURN OPERATED INSIDE S ALE,HALF E SCALE: E 7 23:BRASS PUSHfLO W 3 m aSCALE01 R0.500" 000 11742' 7..125" .moi Q 0 500" - 0.276" 0,286" 1.603" .. a 0.623" 1.710" 1.224" 0.267" m 0.090" 0.790" 6.319" m- -0.53!" 0.531" - .. R m. 0.064' r%. m.. - 2 250'i o 0.28 ' �. - o I G -j-T-.. 0.250' I I.. .--1.. o o `-6" 0.607" 0.607" I m W 75 N `d 0.118 [0.224" 0.239"' �-+ ri� "jIr' `.-i f�n num Gni `4 M�i�•q'S . I �-'--2 0000 060 0.496 - 0.240" 1 n tO W n a ul h� .o - 1.758" .. I I y��S 0 �� �.E O n RAINGUARD pg DECORATIUE''FLOOR'�TRACK � 3,476" �~ ~ �` �' c9�� gg �z= m 3 SCALE:HALF SIZE SCAL&HALF SIZE- _ 0.160"1; 0,222"-j r 0 240" m t a E - 1.001 0.062' 0.062' -0.062" I-0.176". c z a. g 30 UNIMATE LOCKS; 31 MALE BOX CENTER" 32 FEMALE BOX CENTER 0 f SCALEr HALF SIZE SCALE:HALF SIZE.' SCALE,HALF SIZE 1I-0.062" a o HO.400" a / L" . . .. - 7/16"0 STAINLESS .. ,.. 5.500"..x.13 16'.WIDE � _ STEEL NUT 0, _ .� d 4 . �40� , OTp 5/16- xt MACHINE SCREW 30 ' j - •4.500" .�f0.689". POWDER COATED,ZINC DIE-CAST .5/16"0 1N7HREAD` -TE STAINLESS STEEL a t, 121 (u 0 438" a o. - SECTION,A HEAD STYLE VARIES DE(�TA A�oDEL 2022 3B !T b6 ::ADAPTER 37 T-SCREW INSERT 38 THUMB SCREW 1 e 6g g IND STB AL SYSTEMS - -- - - - O: OPTIONAL O SCA S FULL o 0.254" 40a 406 40c 8 2��II .^ ' 35 BOX LOCK_:. SCALE,HALF SIZE 9 `-' SCALE:FULL IZE SCALE•F SIZE m - SCALE,HALF SIZE 1°-319 ENDSTRIR 1�' 2.000".. -- .. 1.625^� I--1500"--� 7I-0.125" & 3 E 0;125"J - SCALE: 2HALF SIZE XT a TEll 6 0.050" ; 0.093"3 93" .. I . 0.085" `o n `000 0.125" - CCPTPKYR FNJMLBFIdU17COPF. 0.085" 0.093" 15-2339 _ I L SCALE: - 1 ' PARE DESCRIPTION: 7.000" I . 3g 2X7 ANGLE 20 ALT' 1. END STRIPa K y 21 1.5"x3"x0.093" ANGLE 25 2"x3"x0.125" ANGLE X911 SCALE:HALF SIZE LF SIZE SCALE:HALF SIZE SCALE,HA SIZE SCALE'HA - '`" LF 5 .: \\ {'rOallFyry9I�fi,/i P.F. ANY ANCHOR PER ANCHOR DIST. SCHEDULE @ 18"O.C. EXISTING DIDSi. ,GLAZING SEE ENU STRIP N / SCHEDULE FOR M A .ANGLE EMBED z SPAN WHEN USIf _ q O 5 @ LEG D RECITON p 20,40a,40b OR C, 1 y EMBED. 17 $~ - (INTERIOR) JI II o 17 MAX. WITH 210R 25;OR 6.8 STARTER TA. m•� k MIN. EDGF� 1 "" - 30 ANGLE 06 z1 THICK"MIN,TO 2"x SL MAX. 21 25 /// 1 \\�' DIST. (ANGLE LEG MAY BE REVERSED) i FASTEN ANGLE TO TRACK W/ ANN ANCHORPERAfICHOR`•' 1 2)#10x1"SCREWS AT SCHEDULE @ 10 O C m' - CORNER,TOP&BOTTOM;AND w<o: 13 13 13 ATTACH TO 6.8 STARIER W/ r m 13 912 x 1/2"GALVANIZED OR S.S.SMS #12 x 1/2"GALVANIZED OR Z 30 "S.S.SMS,3/16"0 ALUM.POP N p ALUM.POP RIVET,OR 1/4-20 RIVET OR 1/4-ZO f4ACHINE W "'I•3 3 b I (i)BRASS ruses LOCK OR(1) MACHINE BOLT&Nur @ le"o.c, TE END STRIP DETAIL DOLT!\NUT @ 18"D.C. 3 3 . (EXTERIOR) 5/16.18 UMB SCREW INTO THREADED STARTER AND ANGLE in X 3 m - INSERT 37 AT 1/3 SPAN TO 2/3 SPAN SCALE, =1'-0" ANY TRACK V7/ m w FROM BOOM OF SHUTTER.RECEIVING END STRIP SCHEDULSCREW BOSSES. TYPICAL PLAN.VIEW HOLE SHALL BE 3/8"MAX WIDTH,UP TO SCALE:3"=1'-'0" -1"HEIGHT.j PSF 1V7,4" 1"110(2.7") 62 7 82 I'll o USE(1)BRASS PUSH LOCK - _ - 112 OR 1)5/1fi=18 THUMB _ - 32 SCREW IpJ�O.THREADED" - LOCKING DETAILSFOR 2"BIO(3.T) 62_ SEE END STRIPINSERT 1371AT 1/3 SPAN CENTER MATES 72 TO 2/3 SPAN FROM SHOWN ON RANDOM4° 82 SCHEDULE FOR MAX.BOTTOM 13 SHUTTER. SPAN WHEN USINGRECEIVING HOLE SHALL BE 30 DETAILS 3"B/0(4.77_62 SPI3/8"MAX 4/IDTFI,UP TO 13 ® 2 4 20,40a,406 OR 40c,T HEIGHT. 30 82 GGG ¢r 1/4" OR 6.B STARTER N� ooALT.1"010 62 72 0 _MAX• WITH 21 OR 25. p m 62 79 m L _ 30 312 2 0i, 40 40 USE APPROPRIATE zm d P — _ — 1.5'x3" 45 93" 40 pp STARTER STRIP E o PROVIDE CLOSURE $ 13 x0.093" 62 83, FOR BUILDING CONDITIONS.E 7 .-23 O 60 81" 3 64 7B FASTEN STARTER STRIP• o g INSIDE 7u __5"_ ( ¢ o 73 73' S REWSCAT CORNER,TOP v 0A2 45 X39" io.t251, 6z 129' ALTERNATE END STRIP DETAIL &BOTTOM. 57— 23 X1011 SCALE.3"=V-0'• ANY TRACK W/SCREW pL�� I F� 1 1S 64 16" BOSSES. F q "I 70 111" ' ^ �{pvy,g 109" SILL "'a - FOR GREATER SPAIIS OR LOADS THAN L+1 SHOWN 111 END STRIP SCHEDULE,END -12 SH .( STRIPS REQUIRE A I'xl-.CSV CLIP ANGLE In IIID SPAN USHIG ANY ANCHOR 011 THE =O EXISTING GLA55 ¢¢ e ' Z ACREW R 11EDULE 6 T TO D TER O A . 13 SCREIV OR 1/4-20 DOLT TO EIID STRIP. - 1 USE(MI BRASS PUSH LOCK 30 F OR(1(11513RASS PUSH LOCK (INSIDE) .. OR 11 5/16-18 THUMB m SCREW 1 0 THREADED 30 13 d a CREW I O THREADED I ,I 1- 115EFW 37 AT 1/3 SPAN SILL INSERT ppF7 AT 1/3 SPAN Y TO 2/3 AN FROM d TO TO STAN FROM - v�D. BOTTOM OF SHUTTER a BOTTOM OF SHUTTER: OUTSIDE E $ "RECEIVING HOLE SHALL BE ' 3/B"MAX WIDTH,UP T&' 1"HEIGHT: - . y4RI :Er I OX OUTSIDE CORNER CLOSURE 30 DETAILS.WO/CORNER POST. - '- -- - —- 3s E F1 NTS P35. 30 OPRGHTFRVLCI.EEmI`RDOPF. SILL 215 (OUTSIDE) 15-2339 SE V.BOX LOCK AT 1/3 SCALE. s SPAN TO 2/3 SPAN FROM PAGE DESCRIPTION: H BOTTOM OF SHUTTER D� TYPICAL INSIDE.CORNER CLOSURE r_-H of y CC2 DETAILS WO/CORNER POST MULTIPLE SHUTTER ASSEMBLY NTS P,g SCALE:3"=1'-O" - Y c o_ � P.E. C1 CONNECTION.TYPE N�� .p7�/i REFERENCE ANCHOR EXIST)NG HOST ��i� SCHEDULE FOR MAX. STRUCTURE '•VY _ SPACING - lot (T j ..• S 7' MAMI '. I .. _ C1 CONNECTION TYPE - v4 20 MACHINE BOLT REFERENCE AN R SCHEDULE FOR MAX.' /2®� #14SMS 1 6'' D.C. OR I 4 SPACING CI I I - ILYP.TOP R BOTTOM) 2 FASTENERS '` ALUM. TUBE ' I ' \'� y��• e1•��''lg .' �, /2" '3 6063-T6 ALLOY EACH.ANGLE. SEE TABI F A FOR SIZE. I tw7 in - 5 R 6 OR 1"x 2"x 1/8 II/ •� ! ALTERNATE THRU BOLT w U3 0 �f6, ] ' I;,z x W OR 2"x 2"x 1/8._. 1 r - CI CONNECTION TYPE o Z w Ill ALUM:ANGLE ° f REFERENCE ANCHOR MN GLASS ¢c w rrfn1 ¢ U, `a SCHED,LILE FOR MAX. SEPARATION 13 41 v U z n o THREE 3/16 0 ALUM: ° 13 I I I •'SPACING p PER TABLE 2 a�+ z�a1x� t co w° POP RIVETS OR �. i. 1„ ({ = Ga Wi.1 .YNia THREE#12 SMS,TYP. ° - 17 1 I OR DOOR— u!m m¢ W 3 w m d - 3%16"g6 ALUM.POP i ` I ! X �- to m y 17 RIVET OR#;12 SMS - n ./ .�\ <3 F W" TABLE A(cc3) Cm 18"D.C.(TYP.) o PRESSURE VS ALLOWABLE LENGTH I !F' ` Q00 OR J=. a / MAY USE MALE OR i 'w f- `�U3 w PSF 2N..B10 :.3N B%OB° FEMALE LOCK-SLAT o m ..6E 13. 130' 188° 13 ALTERNATE THRU BOLT FaKi . 1/4".MAX.FROM PINC5 CONNECTION TYPE 72 124^ 1i9- TYPICAL CORNER CLOSURE.DETAILS REFERENCE ANCHOR C1 CONNECTION TYPE GUIDE R BUSHING k 82 119 172°- CC3FERENCE ANCHOR NF�- WASHER ITYP.I tl�n r NTS SCHEDULE FOR MAX,hIAXSCHEDULE FOR MAX. �� iq . d 92 - 11q" 765".... SPACING 102 110"., .160'„ ,. '' IL J I� ANGLE�TO TUBE CONNECTION n rn ...120 .109".. 19Z. _ 7 _ !Al .§ V' 150 ,g7 131° .TABLE Bgcc,) EXISTING HOST EMBED. 6063�T6 ALUM.TUBE z m.� I 200 _ 114"_ ;PRESSUREVS ALLOWABLE LENGM - STRUCTURE O..m .88 ( EDGE DISTANCE REFERENCE ANCON HOR ` - 21A"1910 -WxC F11B0 o .. PSF' W 1 _/ SCHEDULE FOR MAX.' E (�w R ., SPACING 6 62. 113" 166" 3.5 3 FASTENER 1e o.c. Cb ALTERNATE BUILD OUT MOUNT SECTION $ 72, tOT IST' (USE ANY ANCHOR ShIOWN, - Zz 101" 147"• IN ANCHOR SCHEDULEI. - SCALE.3"=1'-0" H .- 102_ 90,... 132° 120 83' - 122" L�,�• $ H _ .. .. }so 79i ... - 200 644. a ,3/16 RIVET OR 012 SMS - 090"6063-T6 13 1- =,°°o (u'1 1B D.0 OR 1/4=2 : ALUM,TUBE TYP. N 'hEPARAT50N t z NUT R BOLT(TYP I 17F PER TABLE m. z i w a . _ 3/16"0 ALUM.POP ` I. a Q'w o � ,a • :ALUM. `NBE" RIVET OR#]2 SM5 U GLASS 2 X c z Q - 16 O.C.(TYP.) - Y OR DOOR C O[L F @ •�eg 8063=T6 ALLOY �° 1 g IL,g E w s. E SEE TABLE B FOR SIZE. 2"x 5"x 1/B" �^ - E 2 FASTENERS - - ' x CONTINUOUS - -.� EACH ANGLE.. ALUMINUM ANGLE 2 x 093"6063 T6 I 'OPTIONAL ANGLE INSIDE _ r 5�� _ ,� ALUM:ANGLE;TYP. THREE 3/16'P ALUM ORIENTATION TYP. . 6 POP RIVETS OR 17 17 0' '- @ 17' THREE#12 SMS,TYP. E - � .. o.. o, 1 x 2"x 1/8" _ w d � e OR 2"x 2"x 1/e" REFERENCE IAMCHYOR 'e •> \. 13 ALUM:ANGLE - ED SCHEDULE FOR MAX, USE MALE OR FEMALE LOCK—SLAT SPACING CCFYRGtR PIW1(LBDµN00pP LAT � EXISTING CONCRETE " 13 BLOCK OR WOOD FRAMING 15-2339EA , #12 x 1/2"GALVANIZED (OUTSIDE) EE INSIDE SILL MOUNT SECTION PASEo6scRlPnoH1 CC4 TYPICAL.CORNER. CLOSURE.DETAILS ; OR ss.skits,3/16"m ALUM. SCALE,3"=1'-0" O NTS POP RIVET,OR v4-2o SIDE CLOSURE OPTIONS �i19 h MACHINEBOLTBOLT&NUT SCALE,3"=V-0" I i C5 CONNECTION TYPE ....96 (�in/ y4i W REFERENCE ANCHOR EXISTING 7 SCHEDULE FOR MAX. STRUCTURE SPACING 5"MAX. GLASS a m w . GLASS �W Ci CONNECTION TYPE 1/4=20 MACHINE,BOLT OR ODOR F u u} OR DOOR w w J REFERENCE ANCHOR W/NUT(la 12"O,C,OR ' F u w F I-w 7 a SCHEDULE FOR MAX. 19 1114 SMS 6"O.C. �• 7 az" Fw ❑� SPACING @ ,•'A " R. 13 :tq c Lu MFL 13 == 2� 1/2" (TYP.TOP R BOTTOM, O T QF, z 1/4"-20 THRU BOLT W/" GL SS X m In m EPARATION w LLASSF7 w Q 1/2" o.t ••� LOCK NUT 12"O.C.OR EPARATI <_¢Q .1N4 1/2"SMS Lal 12"O.C. PER X z❑Z 3- ." w"I�F 7fk('e.Lt1, z 12 x 1/2"SMS(@nl 12"O.C.E.S. PER. E F I- OR 3/16"0 ALUM.PDP TABLE 2 Q a ��/ OR 3/16"0 ALUM.POP TABLE 2 z F RIVETS @ 6"O.C. OR 1/4"8 E w w ❑ 80RgJ // we b w❑ ALUM.POP RIVETS 0 12"O.C. RIVETS(a 6"D,C. E.S.. '� .uz ¢ a I�1 a R 1/4"0 ALUM.POP RIVETS /" _ 11 AND 3O FIN t" •� >Q LL to w @ 12"O.C.E.S.- - " "- ASSEMBLY 1/4"MAX.FROM PIN GLASS A GLASS - w t 6 1/4"MAX.FROM PIN LY SEPARATION a 7 LI Z o 0 Q9 AND 10 / GUIDE TO HUSHING _ 1/2"TYP. GUIDE TOBUSHING, PER TABLE2 13 F m x p,-. i m W"e ASSEMBLY - - WASHER(TYP.) w WASHER ITYP.I ==m=w W -prDm 1/2" i/2"TYP: EXISTING CONCRETE, w 3 CONNECTION TYPE OR DOOR—�( N F m C w m =10NIE BLOCK OR WOOD FRAMING EDGE REFERENCE.ANCHOR u X Z m z F V)K 4 CONNECTION TYPE DIST. SCHEDULE FOR MAX. L o a w w REFERENCE ANCHOR SPACING u w r❑ai SCHEDULE FOR MAX. QSPACING AS SHOWN, wYPE IN DIAGRAM bN PG:9 o F ®RIE%E REFERENCE ANCHOR - EXISTING CONCRETEw ❑SCHEDULE FOR MAX. ' BLOCK OR WOOD FRAMING 1/4"MAX.FROM PINSPACING.ALT.FASTENERLOCATION.FRONT AND - 01 CONNECTION TYPE1/4"MAX.FROH BACK ANCry0R5 NOT REQ'D INSIDE.MOUNT SECTION REFERENCE ANCHOR OWASHER ITYPJ SCHEDULE FOR MAX.WITH THIS LOCATION 19 ,�PIN GUIDE TD - SCALE:3"=1'-0" SPACING ECTION TYPE ��(TYPING 41ASIFER O INSIDE MOUNT. SECTION CE ANCHORBUSHaSCALE i 3 1'-0" CEULE FOR MAX. EXISTING CONCRETE, SPACING °p O1 BLOCK OR WOOD FRAFII EIgBEO. ❑� w' // OQ BUILD OUT MOUNT SECTION ®ZD u a 0 TYP. BOTTOM EXISTING CONCRETE, SCALE:3"=1'-0" 1O E BLOCK OR WOOD FRAMING E FWD-❑ . R .. .. .. .. :. ! EDGE DIST I EXISTING 3 S NOTE,FOR DETAILS A.B.D,AND E ON THIS SHEET, THE BASE TRACK MAY BE INSTALLED IN SECTIONS ' 4 CONNECTION TYPE EMBED. -STRUCTURE at WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS ,o REFERENCE ANCHOR 5-CONNECTION.TYPE '$ SCHEDULE FOR MAX. AEF.EREMGE�AIJCHUR A MINIMUM OF.TWO SETS OF ANCHORS AND IS A m ED E ® MINIMUM OF 12"LONG.THE SILL OR CEILING TgACK = SPACING 'SCHEDULE FOR MAX. r USED WITH THE BASE TRACK MUST BE CONTINUOUS t" SPACING k OVER THE GAPS BETWEEN SECTIONS.. 3 16 „ 1�7R 2O F w F 1/2lJ' R ' w ❑ N kGLASS hiN Fw-LL T w p o u, 8 OR DDDRGLASS I- =❑' - -w 012 x 1/2"SMS @ 12" EPARATI 13 = N 2 J ^ ^^ E wwFF--wt D.C.,� OR 3/16"O ALUM. PER v=i pNm InI 13 FF--mio•- - - j3°gg FwmD iPOP RIVETS @6"O,C. TABLE2 ❑ZIa- GLA55 ORll ❑ L9 Q °a F�=pr OR 1/4"B ALUM.PDP X �Q DOOR-- "'GLA =FZvm - Q p SEPARATIO N O N 59 " MN 0.A55 13 z=ZtzjJ RIVETS @12"O,C: E uw PER TABLE u_ < r p SEPARATION w�❑u m I - " - r l o a e PER TABLE - Xw¢QF- Q7 ANMT, OB - - EJovai CREW 6 NUT ACHINE L u I ASSEMBLY 1/2" GUIDE TO BUSHING ROIN C s 12"O.C. @' -; _ u o1/2" T P. WASHER(TYP., w r, GLASS ❑ 1/4"MAY..FROM PIN OR DOOR 1/4"MAX.FROM PIN m w ❑ g - X GUIDE TO BUSHING 1 CONNECTION TYPE 1/2"` GUIDE TO BUSHING iv Q 4 WASHER ITYP.1 $e ?-X E WASHER(TYP.) � EDGE REFERENCE ANCHOR 0 � a S 6, EXISTING CONCRETE, DIST. "SCHEDULE FOR MAX. \- _" CCPTWC-0ttFPAHNLEREOADDPF. ct Y Nm BLOCK OR WOOD EXISTING CONCRETE, SPACING AS SHOWN `-C2'CONNFCTION?TYPE 15-2339 FRAMING 4 CONNECTION TYPE IN DIAGRAM ON PG.9 REFERENCE ANCHOR OR BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. scALE: . CONT. 3 CONNECTION TYPE 1h12 x 1/2"SMS @ 12" SCHEDULE FOR MAX. SPACING PAGE DESCRIPTION, 063-T6 ALUM.ANGLE REFERENCE ANCHOR ;,O.C.OR 3/16"0 ALUM. SPACING.ALT,FASTENER EXISTING CONCRETE, 'POP RIVETS 6"O.C. LOCATION,FRONT AND - AY BE REVERSED SCHEDULE FOR MAX. REQ'D BLOCK OR WOOD FRAMING _- SPACING �° BACK ANCHORS NOT S SHOWN DASHED} � � � OR 1/4"H ALUM.POP WITH THIS LOCATION O WALL MOUNT SECTION Rlver @ tz D. O CEILING / INSIDE MOUNT SECTION O' q I SCALE,3"=1'-0" ! S SCALE:3"=1'-0" SECT LLT I NUI D, OU . g .. . . .. -. .: .... .' ... ,...:... .. . � .. . .... SCALEO3 -LT- I GLASS SEPARATION Z.J OR DOOR— PER TABLE 213 o wuu . . - GLASS OR 17 FLIMDOOR Z ¢ . I GLASS OR .r1 oI wR n. DOOMN.GLASS VI I - SEPARATION EFW I MN GLASS w PER TABLE 2 "O'. A �Fv1^'•• • _ FF SEPARATION 1- a w ��'. F- ' PER TABLE 2 w F 4 F I z ` w7F.' wFm y�'(�' Q` z N I ? x �m t7—v I !-Zw >UWa 13 Q Wwm 13 t79W. 0. Q� 0 0 ;'MA s J w z C1 CONNECTION TYPE X w w 1/4X:FROM PIN GUIDE I ¢ 'REFERENCE ANCHOR a - °z ILt fLL,1! N 4 TO BUSHING,WASHER(TYP.) 29 Q w. 'SCHEDULE FOR MAX. - u a "' 3S 5'6 TWO 1/4"0 WOOD .250 SPACING ¢m 3 r�'3 • LAG SCREWS R 24" '' N w rn O.C;MAX.WITH 2;'." C4:.CONNEC710N TYPE_G r�i w w;; ` THREADED PENETRATION " REFERENCE ANCHOR - 4z g T"INTO CENTER OF 2X STUDS SCHEDULE FOR MAX. SPACBJG �uF EMB."T' 14 SMS 6 MIDSPAN BETWEEN / E GE m T E ' - STUDS FOR TRACK TO 1"x 4" S /� G EXISTING HOST STRUCTURE 'PLYWOOD.& TUBE'CONNECTION � - /. -" m STUCCO FINISH 60634T6 ALUM TUBE O DECORATIVE FLOOR 'TRACR4 DETAIL O WALL MOUNT SILL DETAIL W N 0 0° THIS DETAIL IA BE USED WHEN NCHO SPACING 1 , EXCEEDS THE MAX:ALLOWABLE ANCHOR SPACING, SCALE 3"-'T=0" .SCALE 3"=1'-0" O WALL MOUNT SECTION THIS DETAIL MAY o a M c b M SCALE,3"=1'-0" Oz9 m mt¢ . ...i go v:36 ACCORDION SHUTTER - g PER PRODUCE APPROVAL F o '. =GLASS .. a .. _ MIN GLASS F- o m SEPARATION OR DDDR _13 0 in " --- IA II PERTABLE2 0 = II EXISTING WOOD 16_0.421 5.. APPLICABLE AT TOP Z m S AND/OR.BOTTOM1I X Q - Z - TRUSS OR RAFTER. -Q X Q C1 24"MAX.O.C. - " - 2"OR 3" 'S m I - E vai - EXISTING FINISH. 4`+ MATERIAL z 1 2"MIN. (� - TO FAX.FROM PIN GUIDE _ R / xv 0 P) 2"x 5"x 1/8"6063-T6 i w �+ 7"x 3"x S'E"x CONTINUOUS,OR: "'• 2.175" E o a T BUSHING l4ASHER(TY m ALUM.ANGLE W/THRE E �j 3 6 II S.-£1 i I/6"TILE(TYP.) 1/4"0 MOOD LAG m �5 2"z 2"x S'e"x CONTINUOUS' _ 1°- 4 5 FINISH MATERIAL SCREWS WITH 2-3/4" �51 6061-T6 ALUMINUM ANGLE. _ 3/4"PLYWOOD MINIMUM THREADED _ 0,9"MIN THICK 6061-T6 ALVM TRACK X PENETR "T"IN WOOD(a� - 5 6 FASTENED 70 ANGLE WITH 1/4-20 - I —1/4"0 A325 GRADE THRU BOLT @ 7 O.C. EACH RAFTER OF TRUSS, m ANGLE FASTENED TO .OR 5/16-'O,A325 GRADE THRU BOLT 12"O.C. EXISTING 3 KSI CONCRETE MACHINE SCREWS AT 3"-FROM ENDS. GALV.OR S.S. �0 24"O.C.MAX.WHERE Dg HOST STRUCTURE WLTH AND 9"O.C.FOR THE BALANCE - I ANGLE EXTENDS BEYONRE D H CB44 '6 %t"0 ELCO ULTRACONS AT i �— 1/4"0 ELCO ULTRACON TO CONCRETE/CMU SAS EXTEND ANGLE TO L41a EXISTING CONCRETE HOST 5"0 C W/1-1/4"MIN B W MO 3"FROM ENDS AND 4"O.C. 2=1/2"MIN. / 'EM NEXT TRUSS. NG W w -� a i " _ STRUCTURE(3000 PSI MIN) iOR 1/4"0 LAG SCREW @ 9"O.C.W/1-7/8" : w O 7 ° '� FOR BALANCE WITH 1/q"- I ;i; MIN.EMB. IN WOOD SG_0.42.TO 0.55. F~-W=w �. 141N EMBFDMENT.AND 2Si" MAX.DESIGN LOAD AT S'-0"MAX SPAN: ] v) . MIN EDGE DISTANCE;' EXISTING CONCRETE, 'S 13 ==Z kd e STAGGERED WITH 3"MIN. HDLLDW.BLOCK OR ;>« _ m o In Q coPpWlO FneIIXLeOeI"Jmo PF. _ MAX,DESIGIJ LOAD AT 6'-0"MAX SPAN: WOOD FRAMING.SEE 2"x 5"x 1/e"`CONT: SPACING,TYP. _ t 52 P.S.F. •ANCHOR SCHED. ,�N - Q ALUM.ANGLE(6063-T6) 0 15-2339 BASED ON TYPE OF g Ha BUILDOUT MOUNT STRUCTURE ao PAGE DESCRIPTION! SCALE:NTS (MAX.DESIGN LOAD t 72,P.S.F.1 PASS THRU. DETAIL Hp SCALE 3"=1'-0" O TRUSS MOUNT SECTION °fib SCALE a 3"=1'-0" EXISTING HOST ALT.LEG DIRECTION wI/h51I11V)P 00,P.E. 12'MIN FROM EDGE OF ACCORDION STRUCTURE 1/4"ALL POINTS SOLID SET ANCHORS WITH.7/9"MIN \ B �1"'./ ROUND WINDOW EMBED IN CONCRETE OR HOLLOW BLOCK,3"MINIMUhI EDGE OF SHUTTER, SHUTTER BLADES ROUND LY 1/2" SPACING,AND 3"MINIMUM EDGE DISTANCE A (_ .'� •/'.� // TOP OR BOTTOM ASSE1 •1-T1AX (2)6063-T6 ALUMINUM ""I'•'-�Y ANGLES PER BEAM EMD,SIZE _ a. 1/2" PER SPAN TUBE SCHEDULE 1' EEMBED. N - 'PAN TUBE PER - - ACCESS HOLE) DESIGN SCHEDULE '��,-C�, A m o EDGE OF ACCORDION z 1/4-20 MACHINE BOLT W/NUT @ SHUTTER BLADES g c7 12"O.0 OR 814 x 3/4"SMS 6"D.C. TYPICAL I/2„MAX. Cgq ,x� 3"MIN . 3 16 m 1>lu W n 2.875"O HOLE(TO RECEIVE EDGE z=< UI Q z n 0 ROUMD WINDOW ASSEMBLY) I DISTANCE MIN:GLASS 13 "J'A~ t m$w o MAXIMUM OF 3 WINDOWS EXISTING SEPARATION w p? W 9 3 V. PER EVERY OTHER BLADE GLASS OR k o o w,.,3 DOOR- =p"z NIi^2r LIGHT=N=.VIEW WINDOW �' 31,MIN ^u0l f EDGE 1/2"MAX B N.T.S: EXTERIOR ELEV _ DISTANCE S N vl a ... 6 - , Ztnm n.xt _ 5 - O O i l7 3 lfi 1/4"FIA X.FRO11 PIIJ GUIDE ri w a: ,Zy Z 70 BUSHING WASHER TYP.1 I` • _. 1p~ m<a ACCESS X1/4-20 MACHINE BOLT W/NUT @ HOLE 12"O.0 OR 814 x 3/4"sms 6"O. . 2.875"0 HOLE TO - � Cw a g RECEIVE ROUND - SPAIJ TUBE PER WINDOW ASSEMBLY EMBED. �I DESIGN SCHEDULE 1/2' (2)6063-T6 ALUI.IINU11 Fa o fh1AX. ANGLES PER BEAM END,SIZE ih EXISTING _l.. PER SPAI.I TUBE SCHEDULE a @p HOST 1/4"0 THRU BOLTS SEE BEAM ®z m O a -j f STRUCTURE SCHEDULE FOR REQUIRED 14UMBERS n - 1/4"E L�POINTSSOLIDSET ANCHORS P/ITH 7/8"MIN b - _ OR HOLLOW BLOCK 3"1.1IMI6fUh1 E EMBED N CONCRETE ET ----�� 8 0.125^ 0.125" SPACING,AND 3"MINIMUM EDGE DISTANCE amu:. 0.032" O.D32" `yE ..5 a hIAX.DESIGN LOAD e f 72 PSF 1!°� o $ 0.196" SPAN TUBE SECTION 8 .N.T.S. VERT SECTION (C� o SPAN TUBE SCHEDULE l 1 S ____ _ _ ' ` ALLOWABLE TUBE NUMBER OF NUM1IBER OF MINIMUMANGLE n J ANCHORSPER TUBE SHUTTER SPAN THRU-BOLTS LENGTH n 7 m} ROUND SIZE SPANANGLEN B WINDOW TOP B ASSEtABLY Oh1 OT70M 70P UOTT _ TOP jBOTTOM 70P BOBOTTOM �s 1 TUBE TUBE TUBE TUBE TUBE TUBE TUBE TUBE 215.x fi0".. .120o- 15 4 2 7. 2 j. Tl-..-_71' WW cE6 196": 1148.--12441^_ Z_._-2_.. _.�.-_ _...3 7 7' 1Ksl��- F 9 0.125" �i b.izs 3 a r r o16� 3 102 B' 109.0" 2 2 4 4 10' 10" I 1 fi0" 138.0' 196.0" 2 2 3. 3 7' 7" 03.250" I 0.125" 96' 122.7' 155.7" 2 2 3 4 ---7^- - 10" 02.875^ t--f 0.188" j 2 Ax " ! - 123'!. 115.4' 137.5" 2 3 4 5 B 1 Txto-x 60' 158.11 240.0' 2 2 3 4 __7" _10" a3 It 1406^ 2299: 2_ 3 A 6 10' 16- � % Z9 LIGHT.-N-VIEW WIND.OW.. �� �i 0.1875' 123" 1322' 203.I" 3 _. -.__.^__...L._5_.-___..7__. 10'.. 19" = �� N.T.S. SABIC PLASTICS§LX1431T-UL-94HB SPAN TUBE SCHEDULE NOTES: avttcGMIM1MLB0oueWPE 1. SE x3"x1, R 2"x"xl 4"ANGLES FOR 2"x5"&2"s6"BEAMS. _ . 15-2339 2. USE 2"x5"xl/4"ANGLES FOR 2"xB"&2"x10"BEAMS. SCALE: _ _ ! 3. USE BEAM SCHEDULE FOR DETAIL 3/8. 6scRlPnorl: ' 4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER PAGE o_ CONNECTION DETAILS.WHERE USED TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS. F C S. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND RLAD E W/ ROUND.WINDOW BELOW THE BEAM.MID-SPAM TUBES SHALL HAVE TOP BEAM Llf•IITATIONS(INCLUDING SPANS, N.T.S. EXTERIOR ELEV ABOVE AND ANCHORS, ANGLES BELOW THE BEAMS),WITH THE SHUTTER SPAN TAKEN AS SUM I OF THE SPANS 6. LAP BEAMS ARE NOT ALLOWED. $ - 8 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. 0 - P. ANCHOR SCHEDULE: CONCRETE 1.5"MIN EDGE DISTANCE • Ya / /,'J Q 5 Spans'Up To 6 0 Spans U�o�e!•3%-r 50anS Up To 12 0� VVV 1 LOAD -CONN-IYPE ' -~`CONN TYPE CONN TYPE D ANCHOR Ion • _ .Cl C1 C3 C4 CSCS I.C2L C3 .Gla C5 CS C2 C3 C4 LS ^;:. f j4 it YN_iiTAPCON OR ftCO: .43 16,11"16',W`15 0 Z6 0 26.0. L6.0"16.0 9.0"13 0 26 0'16.0" 9.5" 5.5" 8,5" 24.5 - (� z ULTRACON+Yi1Tt{1 3/4:SN _53 16-.0-1-i6 0 10 5 14 5 16.0'16.0"12.0" 7.0" 10.5"16.0"15.0" 7.5' 4.5" 7.5' 10.5" - A' A d3FN EtdBEU-(3192¢sl Ft£N•CONC} b2 15_4"3fi.0" 8S" 22.5 16.0"16.0" 4.5'!. S.S" 8_5' 3S•0"15,0" 7,5" 4.S'• 7.5" LOS" - - - �(�� M•�✓ - 7a 16.0"13.0" 7.0' Sl.b"160 1.5.5' 80 50"' 7.5" 11.5"15.0 7.5' 4.5" 7.5" 10.5'' COh10WATI0N 2 x S ITYP.ICOMBINATION '�/!X• �y` z 100 15.0" 7.5" 4.5'5 7.5" 10.5. 15.4" 7.5 4.5" 7.5 30.5"15.0" 7S' 4.5" 7.5" 10.5" 4 t M1O ., 114"N}LLENIVM MILLFAST 43 16.0"16.0"15.0"16.0"116.0" 16.0"16.0" 9.0" 13.5"16.0" 16.0" 8.5" S-5" 9.0" 13.5" / •}� N 0 WITH 1-314"EMBED(3275psl 53 i69"16:0"11.0"is 111 16.0'•16.0"11.0" 7.0" 10.5"16.0"13.5' 7.0" 4.S" 7.5!' 9_5" � � � yet "L' }pj: b • MIN CONCRETE) .,. 62. 16.0"15.0" B.5" 13.0"16.0"16.0" 5,5" 5.5" 9.01" 13,5•'13,5" 7.0" 4.5" 7.5" 9^5" Qd L9 o 62 70 16.0' 12.0" 7.0 11.0"16.0.14.0" 7.0' 4.5" 8.0" 10.5'13.5" 7A" 4.5'_ 7.5'. 9.5" 100 13.5" 7.0" 4.5" 7.5" 9.5" 13:5" 7.0" 4.5" 7.5" 9.5" 13.5" 7.0" 4.5'• 7.5" 9.5" 1(4"ELCO CRETEftEX 554 43 36.0' 16.0 16.0'16.0"16.0'16.0"16.0"13.5"16.0"16.0 16.0"12.5" 8.0' 13.0"16.0" 7 x 5 TYA.I 2 x 5(TYP.7 W(2','EBBED(3350ps1 MIN. .53 16.0"16.0"16.0"16.0",56.0"16.0"16.0"10.0"15.5"16.0"L6.0"10.0" 63" 11.0"14.0" v . . - BI r�}' m CONC)' 62 16,0"56.0"12.5"16.0"16.0'•169"12,5" 8.0" 13:0"16_0"16.0" 10.0" 6,5" 11.0" 14.0" A�m 3: s -, 9 70 16.0•'16,0"105"16.0"16.0"i6.0"10.5" 7.0" 11.5"15.0"16.0" W 4U g ...._. 100 16.0"10.0" 6.5" 11.0"14.0'160'10.0" 6.5P. 11.0'14,0"1b.0 10.0" 6.5" LIZ'14.0" Q ..•i"MIN EDGE DISTANCE - NOTE, "S"INDICATES ANCHOR SCHEDULE SPACING. s ci C2 c3 c4 cs Cl Cz C3 C4 .C5 Cl .C2 C3 C4 Cs. SPACING DIAGRAM ;'OR C2 & C4 CONNECTION TYPE: SPA fld"titq TAPCON OR EtCO 43 16.0"16.0" 7.5" 8.0" 56.0"i6.0"16.0" 5.0" 5.5" 16.9"16.0" 9.D_' 3.0' 4.0" 14.0" ' uni ULTRACON V11TN 1-314' 53 16:0°16.0" 5.5" 6,S" 160 160 12.0" 4,5' 16.0"14.5• 7.5" 10.0" - CAN ON 2 CONNECTIgN TYPE USING PIECE WITH OUTSIDE a ENDED t3192psl MIN CONC) ;62 56_0"15,5' d_5': SS" I60 164 9.0" 4.0" 54,5•'14.5" 7.5" OUCONNECTION S OEEA CHORS ONLY PIECE (@}WITH 1.70 16.0"U.5' 4.0 5.0' 16 0 15 0 z5' 11.0"14.5" 7.5 10.4 - 304 24 7.5"ff�jS0.0"245" 7.5" •(jfRO" - gg3 . 114".FIILLEN1Ut•1 MILLFAST 43_16 0 1611IIX 13.5"i6 0 16 0']3.0" 6.5" 9.5" 16.0"13.0" 7.0' 4.0" 6.5' 10.5" ' R'$8 WITH 1.3/4"EMBED(3275psf .53 16.0"S6A" 8.0" 11`0'.'16.0"16.0" 4.0': 1:1: 16.0"10.5' S.5" 5S" 75" � ANCHOR NOTES: a MIN CONCRETE}' - 62 16.0"11.5" 6.0" 9.D" 16.0"13.5"7.6" 49'.' 6.5" 11.0"10.5" 5.5" 5.5" 7.5" 1. SPANS AND.LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ai rn c " 70 16.0" 9.5" 5,5P 8,0" S6.U"11.5" S.S" 5.5" B.5" 10,5" S.5" 5.5" 7.5" ONLY.ALLOWABLE STORM SHUTTER SPANS OR SPECIFIC LOADS MUST BE G c 1 p IUD' 10.5" S.5' 5.5!' 7.5" 10.5" 5,5" 5.5" 7.5" 10,5" 5.5" S.S" 7.5" LIMITED,TO THOSE SHOWN IN TABLE 1(Pq l). C7? rt e 1.1/4'MIN EDGE DISTANCE m g* C� z 114"ALL-PORITS SGLSD-SES -- 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, S Z uj- 3 v ANCHOR W/7/B EMBED&' .+ Cl C2 C3 C4 C5 C1 C2 C3 C4 CS CS C2 C3 C4 CS ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR g 1/4-20,55 hIACHINE SCREW 43 16_0"16.0" 8.5" 10.5'16.0_16.0"12,0" 5_5" 7,5" 16.0"X2.5" 6.5" 3.0" 5.0" 10^0" EQQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER m f THAN OR EQUAL TO SHUTTER SPAN, E w u (3000psi MIN CONC). - :53.. ib.4"15.0 b 5 8 0" i6 0 16 0" 8.5" 4A" 6.6". 15.5"10.0" 5.0" 4 0" 7.0 d 62 16.0"11.0" 5 0 701 16 0 12.5" 6.5' 3.S" S.0" 10.0"10.0" 5.0" -4 0" 7:0" 3. SEE MOUNTING SECTION DETAILS FOR IDEi1TIF1CATlON OF CONNECTION TYPE. g 70 16.0" 9.0" 4.5" 6:0" 16.4"10.5" 5.5" 3.0" 4.0" 8.0" 10.0" 5.0'" 4.0': 7.0" -90 s .... 100 10.0" 5.0" 4:0" 7.0" 10.p" 5.0" 4.07 A0" 10.0" 10, 4.0" 7.0" 4. EXISTING WOOD FRE MAY R CONCRETE,ASTM SCHEDULED OR PROPER $. BLOCK OR WOOD FRAMING,REFERENCE ANCHOR SCI m m - - 3"MIN EDGE DISTANCE . • - - AN VNOR TYPE;BASE SEEPICO�F1j�CF EXISTING STRUCTURE AND APPROPRIATE OF TE 114"ALL-POJN?S SOLID-SET '' '' - -- COf EC ION•TYPE. TION DETAILS FOR IDENTIFICATION OF ' ANCHOR Wj 7/87 EMBED G C1 C2 C3 C4 CS C1. C2 C3 C4 C5 CI C2 C3 C4 CS CONNECTION TYPE. _ s - 3(4-20 SS MACHINE SCREW 43 56.4"16.0'.'i6 0 16.0;;16.0"18.0" .9 (3000ps1 hlltl CONC) 53 16_0','16.0"13.5"16.0"16.011660; "14,0" 8,5' I3,9"16.0'16.0" 8-5" 5.5 9.5" 12.0" S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE 9 __. .. . ONLY, - > 62 16.0"15.0 10.5"i6.tl"16.06.0"51 0 70'" 11.6"16.0"16.0" 8.5" 5.5' 9.5'70.. 16.0"15,0.' 9.0" I4.p"16.06.0' 6.5" 5.5" 9.5 12_0" 6. "THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED n 100. 16.D" 8.5" 5.5 4.5" 12.0"16.0' 8.S" 5.5" 9:5' 12.0'169 8.5' 5.5" 9S' 52.0" IN ACCORDANCE WITHBE AS MATED AMD DO NOTE P4LUDND TIONS.EMBEDMENT " 2.518•MIN EDGE DISTANCE STUCCO _OTHER " 1/4"POWERS SS OROP•IN .- - --- -.-• FINISHLENGTES, 1/44 E W/1/4-2055 BOLT AND - Cl -C2 C3 ..C4 CS Cl C2' C3 :C4 CS C1 C2 C3 C4 CS - 1"EMBED(3000ps1 MIN' 43 16,0"16.0"19.0" 16.0"16.0"16.0" 14.0" 8.0" '12.5•'16,0"19.0" 7.5" 5.0" 6.0" 11.5•' 7. WHERE E ISTING FS(TRHCTUR STRUCTURE FRAMING,WOOD FRAMING CONDITIONS o CONC) S3 i6.0"16.0" 9.5" 14.0"-16.0"16.0" 9.5" 6`0" 10.0" 169"11.5" 6.0" 4.0" 7.0 8.D" ARE,FIELDVERT THAI FASTENERS ARE INTO ppUA'tE WOO FRAM NC y 12.5" 7.5" 12.0" 8.5" 1L5"11.5" 6.0" 4,6" 7,0" 8.0" MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR Y g SIDE CLU�URE PIECES. IY _ o •�, 70 .16.0"10.0" 6.5" 10.5"16.0"129" 6.0" 4.0" 7,5" 9,0 11.5 6.0" 4.0" .7.0 8.0 - 3 ---- - -"' - - S. WIIE LE LAG SCREWS FASTEN TO MARROW LACE OF STUD FRAMING,FASTENER 4.0" 7.0" 8.0" LL5" 6.0" 4.D` 7.0" B.0" 15.5" 6.0" d.0" 7.4 89" •11P1.)WOOD STUD.3J4" �+ - 3.1/2 MIN EDGE DISTANCE SHALL IS LOCATED IN CENT R OF I OM O 2 x (1 LA = 3/4",POWERS 55 DROP 3N .._ ....... _ G SCREWS SHALL - EDGE DISTANCE!S ACCEPTABLE FOR WOOD FRAMING, Wj 5)4.20 SS BOLT Atlp•' Ci C2 C3 C4• CS Cl ( C2 C3 ',C4 CS Gi C2 .C3 C4 CS HAVE PHILLIPS PAN HEAD OR 31EY HEAD b5y I"EMBED(3000"91 MIN. 43 16.0"16,0"15.0'.'16.0;16.0'16.0"14.5" 9.0" 13,5"169"55.0" 7.5 5.0 9.0" 9. IdACHlNE SCREWS SHALL HAVE PHCII61UId OF 1/7."ENGAGEMENT OF THREADS IN f3 - CONC} 53 26.0"16_0"IDIS"15_0'"Ib.O"16.0"i0.0'" 6.S" I0.5"ib.0"12.0" bA" d.4" 7.5" B.S" BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER - - HEAD SIDEWALK BOLT),U.O.N. q '62 16,0"13.0" 8.0" 12.5"16.0'.'-15.011 8.0" 5.0" 9.0" 12.0"12.0" 6.0" 4.6" 7.5" 8.5" ( ) w .. '.�} - 70 16.0"10.5" 7.0" 17.0"16.0 12.5 6.5" 4.5" 8.0" 9.5" 12.0" 6.0" s" 7.5" 8.5" - - � � ® DESIGNATES ANCHOR CONDITIONS WIiICH ARE 140T ACCEPTABLE USES. � ��'is�, 100 12.0" 6.0" 4.0" 7.5"•. 8.5" 12.0•' 6,0" 4.0" !7.5" 8,S" 12.0" 6.0" 4.0" 7.5" B,5'! - 2"MIN EDGE DISTANCE DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, It 12 5145 W/2"EYEWALL Ci. Cz. E3 C4. .CS Cl 7 C2 C3 C4 CS Cl CZ .C3 C4 CS NUT OR WASHER 4VINGNUT, COPM9IRFPF1IXLflF1014mOP.E ARMOR INSERT W/2"EMBED _q3 L6.0"26.0"11.7'14.0"56.0"16.0"16,0" 7.5" 10.0"16.0" 16,0" 9.0'-' 4S' 6S'_.13_5" 11: MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE: 1572.339 (2000PFI MIN CONC) 53 16.0"16.0'. 8.5" ll,tl"16.0"16.0"11.5" 5.5:' 8.0" L6.0"14.0" 7.0" 3.5" 5.5" 10.0" ' 12. WHEN AMCHORJNG TO HOLLOW BLOCK,SDS DRILLS SHOULD NOT BE USED TO 6CALEt. ` 62 16.0"15.0" 7.0", 9.S" 16.0"16.0" 9.0" LS" 6.5" 14.0"14.0" 7.0" 3.5" SS" 10.0" DRILL INTO HOLLOW BLOCK NOR SHOULD IMPACT DRILLS BE USED TO INSTALL PAGE DEsc81PnGN: . .70 16.0"12.0" 6.0" H.0'" 16.0"14.5". 7.5" 4.0" 6.0" 10.5"14.0"•7.0"' 3.5" 5.5" 10.0" CONCRETE SCREWS TO HOLLOW BLOCK 100 14.0" 7.0" 3.5" 5.5" 10.0"14.0" 79" 3.5" 5.5" Lox"14.0" T, 3.5" 5.5" 10.0" ' E 43 16.0"16.0•'16.0"16.0•'16.tl"169'"16.0"10.0"149"'16.0"16.0"11.5" 6.0" 9.5" 16:0_' #12 SMS W/2.75"EYEWALL ARMOR INSERT W/2.5" 53 16.0"16.0"12A"16.0"16.0"16.0"15.0" 7.5" 11.0"16.0"16.0" 9.0" 5.0" 8.0" EMBED?(1000pst MIN COtJC) 62. i6Ai'16.0" 9=5" 33.5"16.0"16.0' 11.5" 6.5" X9.5" 16.6"16.0" (l,J) r .70•16.0"ifi.0" 8.0" 11.51,16.01,116.0 9.5" 5.S" " 54.0"16.0" 9.0" 5.0" 8.0" 13.0" C _ SOD.16.0" 4.0" 5.0"' 89." 13.0E 15.0" 9.0". 8.0" 13.0" ... .. ... 1, ✓79 P.E. ANCHOR SCHEDULE: CONCRETE (CONT:) o p ..NNg9�%, 2-3/1 6"H1H EDGE DISTANCE 3-1/8"MIN EDGE DISTANCE Spans Up To 6'-0•' Spans Up To 8'-3" Spans Up To 12'-0" Spans Up To6'•0" Spans Up To 8'-3" Spans Up To 12'-G" Fn OA CONII TYPE CONN TYPE CONN TYPE CONN TYPE COFIN PE CONN TYPE C _ ANCIIOR - CI C2 I C3 I C4 .CS .Ci C2 I C3 C4 I CS CI C2 C3 I C4 CS C1 I C2 I C3 I C4 �:CS C1 C2 I C3 C4 CS C1 .C2 I C3 I C4 CS 5/16"ITN!TAPCON XL WITH 43 16.0"116.0"116.0"16.0"16.0"16.0"116.0112.0"12.0"16.0"16.0" .15.0...9._ _.____ 1-3/4"EFIBED(2899psi MIN 53 16.0"16.0"14.0"16.0"16.0"16.0"14.5" 9.0" 14.0"16.0"16.0" 9.0 6.0" 10.0"12.5"16.0"16.0"14.5"16.0"16.0"16.0"15.0" 9,0 14.5 16.0"16.0" 9.5 6.0 10.5 13.0" ' ---. -. - .. 444 CONC) Q_- 62 16.0"16.0"11:5"16.0"16.0"16.0"11.5" 7.5" 12,0"16.0"16.0" 9.0" 6.0" 10.0"12.5"16.0"16.0"11.5"-16.0",16.0"16.0"11.5" 7.5" 12.0"16.0"16.0" 9.5" 6.0" 10.5'•13.0" 70 16.0"15.5" 9.5" 15.0"16:0"16.0" 9.5" 6,0" 10.5"13.5_'16.0" 9_0" 6.0" 10.0"12.5" 16.0"t16.0"i " 15.0"16.0 16.0"10.0'• 6.5" 10.5"14.0"16.0" 9.5" G.0" 10.5"13.0" S 100 16_0" 9.0•'. 6.0" 10.0"12.5"16.0" 9.0" 6.0" 10.0"12,5"16.0" 9.0" 6,0" 10.0"12.5"16.0" " 10.5"13.0' 16.0" 9.5" 6.0" 10.5"13.0"16.0'• 9.5" 6.0" 10.5"13.0" 7/ 1 �� U5/16"ELCO ULTRACON WITH 43 16.0"16.0"16:0"16,0"IG.O"16.0"16.0"13.5"16.0"16.0"16.0"12.0" 8.0" 13.5'16,0"16.0" "16.0"16,0"16_0"360'•15.0"16.0"16.0"16.0"13.0" 9.0" 15.0"16.0" '�1 1p-- - -- --- -- W x j 1-3/4"EM1IBED(3500ps1 MIN 53 16.0"16.0"Ifi.O"1G.0" 16,0"16.0"15.5"10.0"16,0"16.0"Ifi_0" 9.5" 6.5" 11.5"13.5"1G,0" "16,0"16.0"16.0"16.0"11.0"16.0"16.0"16.0"10.5" 7.5'• 12.5"150"CONC W -_62 16.0"16.0"12.5"1G.0"l60 160120" 8.0 14.0"16.0"16.0" 9.5" 6.5" 11.5"13.5"16.0" "16.0"16.0"t 3.5"p70 16.0"16.0"10.5"16.0"16.0"16.0"10.0" 7.0" 12.0"14.5"16.0" 9.56.5" 11.5"13,5"160" 5"16.0"16.0"16.0"11.0" 7.5" 13 0"16.0"160105" 7.5" 12.5"15.0" t,tO100 16.0" 9.5" 6.5" 115"135"16.0" 9.5" 65" 31.5"135"16.0" 9.5 6.5 11.5 13.5.L6.0•' . , .•' 12.5"15.0',16.0",10.5",7.5" 12.5"15.0"16.0"10.5" 7.5'• 12.5"15.0" ti O 3 1/4"304 SS POWERS TAPPER , . . 1-1/2"MIN EDGE DISTANCE - 3"MIN EDGE DISTANCE W W 3 U - W/1-3/4",EMBED(3000PSI CS C2 I C3 I C4 .C5 CI I C2 I C3 I C4 C5 C1 I C2 C3 C4 CS CI CZ I C3 1 Cq F CS I CI T C2 1 6 1 64 1 CS CI I C2 C3 I Cq I CS (i^ g MIN CONC) 43 16.0"14.5" 6.5" B.5" 16.0"12.5" 7.0" 4.0" 6.0" 12.5" 7.0" 3.5" 4.0" 5.5" 16.0"16.0"13.5"16.0"16.0"16.0"14.0" 6.0" 12.0"16.0"14.5" 7.5" 4.5 8.0" 11.5 i d W° ^A' 53 14.0" 8.5" 4.5': 6.5" 14,0" 9.0" 4.5" 3.0" 4,5" 9.0" 6,0•' 3.0" 3.0" 4,0" 16.0"16.0" 9.5" 13.5"16.0"16.0"'9.5" 6.0" 9.5" 16.0"12.0_ 6.0" 4.0" 6.5" _.-_.. _.. 62 11 S" 6.5" 7.5" 5.5" 12.0" 7.0" 3.5" 4.0" 6.0" 6.0" 3.0" 3.D" 4.0" 16_0"13.0" 7.5" 11.0"16_0"1q:5" 7.5'_ 5.0" 8.0" 12.0"12_0" 6.0" 4_0" a p� 70 9.5 5.0" 3.0" 5.0" 10.0" 6.0" 3.0•' 3.5" 4.5" 6.0" 3.0" 3.0" 4.0" 16.0"10.5" 6.5" 10.0"16.0"12.5'• 6.5" 4.0" 7.0'• 9.0" 12.0" 6:0" 4.0" 6.5" 8.5" - .... 100 6.0" 3.0" 3,0" 4.0" 6,0" 3.0" 3.0" 4.0" 6.0" 3.0" ].0" 4.0" 12.0" 6A'_ 4.0'_6,5" 8.5" 12.0" 6.0" 4.0" 6.5" B.5" 12.0" 6.0" 4.0" 6.5" 8.5" ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK. ' 1"MIN EDGE DISTANCE - _- 2-1/2"MIN EDGE DISTANCE _ ..- n Spaps Up To 6'-0" Spans Up To 8'-3" Spans Up To 32•-0• Spans Up To 6'-0" Spans Up To 8'-3" Spans Up T.12'-0" w da= ANCHOR LOAD - CONN TYPE CONII TYPE CONFI TYPE CONII TYPE CORN TYPE CONN TYPE x (p5f) C7 C2 C3 C4 CS .CI.� C2 C3 C4 CS C3 CZ C3 C4 CS Cl CZ C3 C4 CS C3 C2 C3 64 CS Cl 1.CZ C3 I C4 CS 1 /4"ITW TAPCON WITH 13 0,5" 7,0" 3.5" 8.5" 6.0" 3.5" 6.0" 3.5" 11.5" 10.0" 5.0" 6.5" 11.5" B.5" 4.5" 3,0" 4.5" B.5" 4.5" 3.p" 4.0" p rt^i 1-1/4^EMBED 53 7.0" 4.0 7.0" 4.5" 5.0" 9.5" 6.0" •' - , 62 5,5" .3.0" 6.0" 0.0" 4.0" 4_5" 8.0" 5,0 3.0 4.0" •1.1 70 4.5" 5.0 3.0" 6.5 3.5" 3.5 6.5 4.0" 3.0" 4.0" v V pQp _. 100 4_0"� ��WR 4.0" 1/4"ELCO ULTRACOPJ WITH 43 13.0"10.5". 6.5" 13.0" 9.0" 9.0" 13,0"10.5•' 4.5 6.0" 13.0" 9.0"- 5.0 3,0" 4.0" 9.0" 5.0 4.0•' W a 3 90" 6.55 L05 " 65" 35" 50" I61-1/4"EFBED . 3.05 05 65" 105 62B,5 . 8_54.0" g , 4.0•• 9;0" " 4.0" 4.0" 3.0" 70 7.0". 7.5" 7,0" 3.5" 3.5"- 7.5 4.5". 3.0" 4.0 3.0" � a 100- 4.0"� 3.0" 4.0"i 3.0" 4.0" 3.0" I.§ 0 1/4"FIILLENIUM I4ILLFA57 43 12.5"10.5" 4.0" 5.0" 12.5" 9,0" 5.0" 9.0" 5:0" 4.0" 13.5"11.5" 5.5" 7.5" 13,5"10.0i 5.5" 5.0" 10.0" 5.5" m ANCHOR W/1-1/4"EMBED 53 10.0" 6.0" 4.0" 10_0" 6.5" 6.5" 4.0 5.5 11.0 7,0 ' 4.0" 9.0" 5.0" ", .. .70 6.5" 7.0" 4.0" 4.0" 7.5" 4.0" 4.0" 8.0" ' 100 4.0" 4.0". 4.0" 4,5" 4.5" 4.5" " 3 - 1-1/47 14IN EDGE DISTANCE ____ _ __ _7 MIN EDGE DISTANCE. u - 1-14° - 1/4'ALL-POINTS SOLID-SET - - - - - -1- ° O ANCHOR W/7/8"EMBED S. CS C2 C3 C4 CS Cl. RC2 C3 C4 C5 Cl C2 C3 C4 CS Cl C2 C3 C4 CS CS, CZ C3 C4 CS CI C2 C3 Cq CS o _ 8 g 1/4-20 SS FIACIJIIJE SCREY! 43 15.0"13.0" 5.0" fi.0" 15.0"11.0" 6.0" 3.0•' 4.0" �11" 6.0" 3.0 5.0 16.0•'16.0" B.5" 1010"16.0"16.0"10.5" 5.0" 7.0" 16.0"11.0 5.5" 3.0" 4.5 8.5" _ 53 12.5" 7.5" 12.5" 8.0 4.0" 3.5" 5.0"% 3.5 16.0"13.0" 6.0" 8.0_ 16.0"14,0" 7.5" •1.0" 5.5" 13_5" 9.0" q.5" •1.0" 6.S" n ? z • - RE __ -_ pp 62 10.0 5.5" 5" 16.0" 11.0" 5.5" 3.0" 4.5" 9.0 9.0" q.5" 4.0_ 6.5" 3 608.5 4.5 3.5" 9.0" 5.5" 5.0" 3.5" 14.5" 8.0" 4.0" 6.0" 15.5" 9.5"-4-S;- _2 5"j 4.0" 7,0" 9.0' 4,5 4,0" 6.5" %a a 5.0" 3.5•' 5.0" 9.0" 4.5" 40" 6.5 9.0" 4.5 4.0 6.5" 9.0" 4.5" E _ 3"MIN EDGE DISTANCE 4"MIN EDGE DISTANCE ' h 5/I6"ITW TAPCON XL WITH -' - ..__ .. .._ a���� m - 1-3/4'EMBED - - C1 C2 C3 C4 CS' C1 C2 C3 C4 CS Cl C2 C3 C4 CS CS C2 C3 C,I CS CS C2 C3 C4 C5 CI C2 C3 C4 CS -- ` 43 16.0"16.0" ' 1_2.0"16.0_"1_4_.0" 7.5•• 5.0" 8.5" 14.0" 8.0" 4.0" 3.0" 5_5" 6.5" 2 - 53 15.5" 9.5" 6.0" 9.5" 15.5"10.0" 5.0 6.5" 10.0 6.5" 4.5']7- .6z 4.5•' .62 13_0 7.0 4.5 8.0 13.0 8.0 4.0 G_5" 6.5 6.5" 4.5" •L5" - °6„ 70 4_5" _ &A 100 1-9/16"MITI EDGE DISTANCE 3-1/8"I•IIN EDGE DISTAIICE 5/16"ELCO ULTRACON WITH C1C2. C3 CA CS C1 CZ C3 C4 CS Cl C2 C3 C4 C5 Cl C2 C3 C•1 CS Cl CZ C3 C4 C5 Cl C2 C3 C4 CS WPYBIGJR JIWMLBUBpgPpPDOP.E, 1.1/4"EMBED 43 12.0"10,0" 12,0" 8.5" 8.5 16,0 16.0 8.5" 7. 11.0"16.0"15.0" 8.5" 7.5" 15.0" 8.5" 7,0" .53 9.5'• 6.0 9.5" 6.0 6.0" 16.0 10.5 6.0" 8.5" 16.0"11.0" 6.0" 10 5•• 7.D 7 " 15=2339 E 62 S. .0" 0SCALE: " 70 6.5" 7.0" 7,0" PAGE pESCRIPT10Ni .. EET ANCHOR NOTES:SEE SH c - 9 FOR ANCHOR NOTES, a .. ANCHOR'SCHED,ULE: HOLLOW CONCRETE BLOCK :.,..,,. - _ 2"Mtii EDGE DISTANCE ' Spans Up To 6'-0" _ Spans Un To 8'-3 Sows Up To 12'-0" � LOAD CONN TYPE CONN TYPE CONN TYPE A x ANCHOR lPsO C2. C2- C3 64 CS Cl C2 I�C3 I C4 CS. Cl. C2 I C3 I C4 CS a.485 N12 SMS W/2"EYEWALL .43 16.4"16,4" 7,5" 9.ff` 16,0"15.5" 8.5 4.5" 6.5" 15.5' 8.5" 4.5"j 4-0" 7.0" i B:�ARMOR INSERT W/1-1/4" 53. 16.0"10.$' S.0' 7.0" 16.p' 1L0" 6.0" 3.5" S.0' 11.0" 7.0" 3.5"' 3.5 5.Oi' �, EMBED ���.' a . O 42 2A-0" 7.5" 4 0" b.0" f4.5" 9.0" 4.5" 4.0" 7.4" T.0" 33" 3.$" 5.4" a 0. 70 11.5' 6.4' 3.5" S.S 12.5" 7.S' 3.5" 3.5' 5.5" LO" 3.5" 3.5" 5.0"' q . - 1047,0" 3.5" 3.S" 5.4" 7 0" 3.5' r�3S" 5.0" T.0" 33" 3.5" 5.0" 'fj��S' � ,••t, ANCHOR SCHEDULE::WOOD (G=OiS5). $€ I.. 3/4"M1U EDGE DISTANCE t j SoSns Up To 6'-0" -Spans N,-T0 8'-3" pans Up_To 12'-Q" U AL{GHOR LOAD CONN TYPE - COIU{TYPE - CON-.TYPE - N 0 z . x (Fs0 Ci C2 C3 C4 CS Cl.. C2 C3 C4 (.CS Cl C2. C3 I C4 { CS 0"ii v - 1/4".LAG SCREW WITH 1-3/4° 43 16.0.1 16.0"11.5" 12,5"16.0"16.0"16.0" 7,5" 9.0" 16:0"36:0"14.5.1 4.5" 6,0" 16.6" g MIH THREAD PENETRATION .53 16,0"15.0" 8.5" 10.0"16.0.1 16A"16A" 6.0" 7.0" I6A"16.0"11.5' 4.0" 5.0" 15_0" 4 62 16-_16.0" 7.0" 8.5'1 16,01,16.0"14.5" S.0" 6.0" 16.0"16.0"3L5" 4.0" 5,0"Rw 1 !p w 70 16.0"16.0" 6.0" 7.5" 16.9"16.4"12.5" 4.0" 5.5" 15.0"16.0"11.5" 4.0" 5.0" 26.0" 100 16.0"11.55' 4.0'_ 5.0". 15.0"16.0"11,5" •I,0" 5.0" 36.0"16.0"11.5" 4.0" 5.0" 1fi.0" „ w 7/16"WOOD BUSHING WITH 43 16.0"16.0" 8.0" L0.0"'16.0"15.5;' 9.S" 4.5" 7.0" 15.5" 8.5" 4.5'" q_5" 7.6" w 1:23"MIN EMBED @ 1j4t20 53 16.0"10.5" 5 S' 8.0' 16.F 11.0" 6 D' 3.5" 5.5" 11.0' 7.0' 3.5" 4.0" 5-0"" - Gi c SS MACHINE SCREIY 62 34.0" 8.4" 4.5' 19.5' 9y4" 4.5' 3.0" 4 5 T 4' 7A' 3-S' 4.0" 5.0" ' - o ,t.�mm • 70 12,0" 5.0" 3.5 5.5" 12.5" 7.5" 3:5" A 9 5 3' 7!2" 3,5" .,,. 0 1"890] - -__ - „� _ 0 - 100 7.0' 3.5" 4,0" 5.0" 7.0' 3.5""��4 0 S 0" 7 0 1.5" 4.0" 5.0" 3 #f4 SMS OR 824 WO DD 43 16.0"I6.0" 52.5"14.5"16.0"16.0"14.0" 8.0" 100 16.0"16.0"11.5" 5_0" 7.0" IN SCREWWITH 1-314"MVI 53 I6.0'16.p" 9.0" 11.5"16,4.1 14,0"15.0" 6.0" 8.0' 16.0"160 9.5" A_.0" 5.5 THREAD PENETRATION 6-2 160"I6�0" 7.S" 4.5" 26.0"16.0"11.5" 5.0" 7.0" 16.0"16_0"8.5" 4_0" 5.5"70 16.0"16.p" 6.S" 8,S" 16.0" 16,0"10.0" 4.5" 6.0" 14_0"16.0" 9.5" 4.0" 5.5"100 S6A" 9.5" 4.0" 5.5 2},6"16.0" 9.5' 4.0" 53" q`co 466" - " 4A" 5.5".13-0"i6A" 9.5" ., �. ' ANCHOR SCHEDULE-. WOOD (G=0.41) sm 3/4"hill EDGE DISTANCE. E Q Spans Un To 6'-0" Snans UD To 8-3" Spans U.T.12'-0" qb LOAD CONI{TYPE CONN TYPE CONN TYPE s g '.. a I C3 C4 CS a 0 ANCHOR (pst] o H Cl' C2 C} Cq C5 CI C2 C3 C4 CS C1 C2' ai IJ4'LAG SCREW WITH 2-3(-0" 43 16.0"15.4 9.0" 10.0"16.0"16.0'16.0' S.5" 7.0" 16.0' 16.0" 9.5" 3.5' 4.5' e Mill THREAD PENEIRATION S" 16.4'15.0" 7.5"' 3.0" 4.0" 11.0" iO 53 16.0"16,0" 6,5" 8.0" 36,0"16.0"12.$" 4.5" S, 1. .. . � ¢ ,^y 62-1610"16.0' S.S" 6.5" 16.0'16.0 9 5 3 5" SA 15.0"15.0' 7 5 3.0" 4.0" 11.0' ILL`l�+tidi- 70 I6A"13.5" 4.5" 5.0" 16 0'15.0" B 0 3 0" 4.9" iL5"15.0" 7.5" 3.0" 4.0" 11.0" 100 15,0" 7.5" 3.0" 9.p" 11 0"15.0.1 7.5- 3.0" 4.0" 11.0' 15.0" 77-5" 3.0' 4-0" t7 i 14 SMS OR A 14 WOOD 43 16,0"i6A" 8.5" 10.5"16.0"16.4'12.5"15.5" 7.0" 16.0"13.0" 6.5" 3.5" 5.0" p SCREW WITH 1-3/4".MIN 53 16.4'16_0" 6.5" 8,0" 16:0"15.0.1 8,5" 4.0" 5.5" 16.4'10.5" 5.5" 2.5" A.0" 7.5" 0 THREAD PENETRATION - 62 15.0"21.5" 5.Q'T 7.0" 16.4"13.0.1 6.5" 3.S" 5.0" 103"20.5" 5.5" 2.5" 4.0" 7.5" 70 160" 9.5'" 4.5~" 6�Q" I6_Q_'110" $.5�' 3.0" 4,0" B.0_' AO,S" 55" 2.5' 4.0" 7.5" y 190 20.5" 5.5 2S" 4,0" 7.5" 10,5" 5.5". 2.5 4 0 7.5".10.5" 5.5" 2.5" 4.0" 7.5" h j ANCHOR.SCHEDULE: GROUT=FILLED CONCRETE BLOCK ����g 11 _ 4"MIN EDGE DISTANCE _ Soaps Uo To 6'-D" Spans Up 70 8'-3" LOAD CONN TYPE CONN TYPE CONN TYPE & _ _ ANCHOR P Ci C2 C9 C4 C5 Cl CZ C3 Ca CS Cl C2 C3 C4 CS 6 t S/16"I7W TAPCON KL W/ 43 160'"16.0"16.0.1 16.0.1 16.0'16.0 16 0 15 0"A6 0 16.0"L6.0,1115.0', 9.0. 14.0'16.0" e 2-1/4"MIN.EMBED 53 14.0"36.0"16.0"16.1Y'F6A"2fi.o"16.4 53.0"16.0'16.0" 16.0"S2.0" 7.S" 12.0"16_0" d d G X S 62 16.0"16.0"14.0"16.0"160"16.0"15.0" 9.0" 14.0"16,0" 16_0"12.0" 7.5" 12.0"16.0" g a E 79 ib.0"ib-Q"12.5"16.0_'I5.0"14.0"12S_ 8.0'_12.5"15.0_16.0_22_0" 7.5" 22.0"16.4' $ -_._ ____ ...._ _�__._ __ -- __. 0 _ qq 100 16.0"32.4" 7.5" 12.0"16,0"16.0"12,0" 7.S" 12.0"16.0"16.0"12:0" 7,5"' 12.0" $116.1 EICO UL7IIACON Wj � 43 16.0"16.0"10.5"1.0.0.1 16.9"16.0"50.5" 6.5" 9.5" 16.4"11.4" S.5" 6S" 9.0" . j .. COPtTJOR1IIWMLBOdiNEU PE. O 2-1/4"MIN.EMBED 53 L6.0"13.5" 7:5" IlA"16.9"34.0" 7.5" _T.5" L3.5"__9.0" m 10.0" 6A" 9A" 16.W 11 0" 5.5" 6.5" 9.0" 9:9" 4s" 15-2339 . r<z 00 9.0 0 is 8.0' S.0" 8.01, 1551 5.5'• 6�5. 9�,,j S.5" 7.0" 9.0 �b.5" SCALE: $.5" G.$" 9.0" 6S" PAGE bE5CR3P7SDN! 08 _ 2"PIN EDGE DISTANCE - C2 C2 C3 C4 CS Cl C2 C3 C4 CS CI C2 -C3_.CA_._CSS. - _..__'16.0 - -'- 9 ... C12 SMS W/2"EYEWALL 43 16.0"16.0" 9.5" 11.5'16.0"16.0"14.0" 60" 8,6" iG�O"1415" 7.5" 3.5" $.S' 11.5" ARf•fOR INSERT W/2"EMBED 53 16.0"16.0" 7.0" 9.0" 16.0"16.0" 9.5" 4.5'" 6.5" 16.0"11.5" 6.0" 3.0"- 4.5" S 62 16.0'"13.0" 5.5" 7.5" i6A"14.5" 7.5" 3S" S.5" 12.0"11.5 6.0" 3.0" 4.5" _8.5', ANCHOR NOTES:SEE SHEET C,ILJII 70 16^0"10.5" 5.0" 6.S" L6�0' 12.5" 6 5' 3.0" 4.5 9.0' 21.5' 6,0" 1.1" 4.1" 8.5' 9 FOR ANCHOR NOTES.' ._.. ..:_.,.: .._... . ..... .. .. _ .._...-.. ..:- .109 12.5" 6 0" .3.0" 4.5" 8.5". 33.5" 6.F .3.0" 4.5' 8.5" 11.5" 6.0" 3.0" 4.5" 8.5" norlcaa buiiamg iioae unnne ��.m�...».. ..,_..-«..... ... __... .�..a&....,.�..�.Pt a.. .. ....... ... s�u..a :. �..s............... .:�..<...,;_.�_�zIxa....+,.v?3s ..a..f....ux.•..e..f�. , BCIS Home Log In _ User Registration Hot Topics ;submit Surcharge Stats&Facts Publications s FBC Staff :BCIS Site Map ;Links i".Search } ser I_"r£of[essib'n . " jPrEodu�ctlic uApproval u e_.• .^r "+' Search A.I±I,I;�_ r n 1.st,>Application Detail i FL# FL13434-R4. Application Type Revision Code Version 2014' Application Status Approved Comments Archived Product Manufacturer gown Rand CoLtntrytIndustrfes, 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 1 Bahama Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received -Florida Engineer or Architect Name who -Frank L. Bennardo, P.E. developed the Evaluation Report. Florida License PE-0046549 Quality"Assurance'Entity `National Accreditation and Management Institute Quality Assurance Contract-Expiration Date 12/31/2016 Validated By . ORLANDO L. BLANCO, P.E. Validation.Checklist-.Hardcopy.Received Certificate-of-Independence FL1347;4 R4 COI Inde .od` Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2005 ASTM E1996 2006 ASTM E330 2002 TAS 201 1994 TAS 202 1994 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquQVxydMPwX... 8/31/2015 rlonaa ljunaing uoae vnnne TAS 203 1994 Equivalence of Product Standards Certified By :Florida Licensed Professional Engineer or Architect =_3�-S�_r` .��:4"Tuiv E_fi`ll_ %ilk Sections from the Code Prod uct:Approval'Method Method 1 Option D Date Submitted 04/21/2015 Date Validated 04/22/2015 Date Pending:FBC'Approval 04/25/2015 Date Approved 06/22/2015 ....._......_....---.._-..............................................-..........................................................._:.._.................................................---"---"-.._._........_..-..__..................._...._..................................................................................................-....._...............-............................. _ Summary of Products FL# Model,Number or Name IlDescriDtion 13434.1 FUIIv1ew.Bahama�Shutter Impact Bahama Shutter Approved for Use Within-& t'` Outside the HVHZ Limits of Use Installation Instructions Approved for use in HVHZ:Yes [..?.? "?4 R4 IT )vg,,-_i,i! Approved for use outside.HVHZ:Yes Verified By: Frank L. Bennardo, P.E. 0046549 Impact Resistant:Yes Created by Independent Third.Party: Yes Design Pressure: +78/-95 Evaluation Reports Other: Refer to product approval drawing for "i..1',4- 4 -R4 3.=. Fal. limitations. Created by Independent Third Party:"Yes I ;1ac3: fYLxt. 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: • - - - SBCtt:ittYR 7:I'.K::;' - _ http://www.floridabuilding.,org/pr/`pr_app_dtI.aspx?param=wGEVXQwtDquQVxydMPwX... 8/31/20.15 kit! . enwo,P.E- (HVHZ AND NON-HVHZ COMPLIANT) ��004ffr,j' IFULLVIEW BAHAMA SHUTTER PATENT PENDING 3 3 GENERAL NOTES T No.4 3" 2 12"' 3" 3" F� 12° 2 3" 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IAV*' 1 r MAX �MAX1 1 r ACCORDANCE WITH THE FLORIDA BUILDING CODE(FBC),FOR USE WITHIN 7}IE : TA QR n ; o • -- -- EE PRODUCT EVALUATION ��p (V .- HVHZ AND NON HVHZ,AS WELL AS THE INTERNATIONAL BUILDING CODE(IBC,) ••• AND INTERNATIONAL RESIDENTIAL CODE(IRC).S TION ' ft�� • 4REPORT FOR ADDITIONAL INFORMATION. --- ---- --- 4 — 2. NO 33-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE 2' SIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR Cd=1.6 HAS BEEN r DE TT'USED FOR WOOD ANCHOR DESIGN. ,-x 'a: d 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH >U¢Q LL W W W w THIS SYSTEM SHALL BE DETERMINED PER SEPARATE ENGINEERING IN UI C .0 o -z j ACCORDANCE WITH THE GOVERNING CODE.PRESSURE REQUIREMENTS AS •�V t m w a O a 0 DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE L!W\ N O 4 3 FLORIDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR W N NEGATIVE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY N z z1. ASSEMBLY AS SHOWN. K x 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIh1UM TESTED a aN f°w w PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR. z a REFER TO DESIGN SCHEDULE S. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING a a FOR BEAM REQUIREMENT. REQUIRED FOR ALL WIND ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS REFER TO BEAM SCHEDULE ACCEPTABLE BY CODE UNLESS OPTIONAL CRITERIA IS INDEPENDENTLY ADOPTED d FOR SIZE AND MAX BEAM SPAN BY THE AUTHORITY HAVING JURISDICTION. ALTERNATE 6. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE m INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM Z-BAR/ANGLE s THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR REGISTERED, a m•� LOCATION,TYP 3 .ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT.. w v 7. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING ` L STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS(BY OTHERS) F'a., 0 38"MAX. - 38•MAX SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING ce w 2y" 53y='MAX STAT SPAN 2�" 2�= SLAT SPAN SLAT SPAN 2�" STRUCTURE. z � O �p- SByi'MAX OVERALL WIDTH 122Y2"MAX OVERALL WIDTH WITH BAR B. SHUTTER MAYBE INSTALLED AS SINGLE PANEL OR AS MULTI-PANEL O Zm' UNLIMITED WITHOUT BAR SPANS TO UNLIMITED WIDTH,SEE DETAIL�&%FOR MAXIMUM SLAT SPANS- E t 0 G p� •T-T n/� 9. ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY,UNLESS NOTED \1 1 SINGL-E`PANEL`=-SPAN, awor 2 ,1=1'ULIA:-P'ANEL,.S G;f1 N. OTHERWISE. ALL TOLERANCES SHALL BE IN ACCORDANCE WITH ADM 2030. �i-`. QO 10. THIS SYSTEM MUST BE CLOSED AND LOCKED FOR WIND AND IMPACT f O 0 N.T.S. EXTER.ELEVATION N.T.S. EXTER.ELEVATION 9 C O .1 S PROTECTION. THIS SYSTEM HAS BEEN DESIGNED FORA WIND PRESSURE OF 18 8 m a PSF IN THE OPEN POSITION. A PERMANENT LABEL MUST BE ADHERED TO THE- UNDERSIDE OF EACH BAHAMA SHUTTER CONTAINING THE FOLLOWING: u 0 g HURRICANE PROTECTION SHUTTER AND LOUVERS TO BE CLOSED AND LOCKED WHEN HURRICANE WARNINGS ARE ISSUED G� 11. BAHAMA SHUTTERS SHALL BE PERMANENTLY LABELED AS PRESCRIBED IN TABLE 1 TABLE 2 THE ABOVE-NOTED BUILDING CODE AND CONTAIN AT LEASTTHE FOLLOWING: c HVHZ HVHZ TOWN LAUDERDALE,FLNDUSTRIES $ ALLOWABLE DESIGN PRESSURES MINIMUM SEPARATION FROM GLASS ASTM E330,E1886,&E1996 MISSILE LEVEL D _ I TAS 201,202,&203 - g,o o m mR MAX CONFIGURATION MAX CONFIGURATION _ 12. ALL BOLTS&WASHERS SHALL BE ZINC COATED STEEL,GALVANIZED a` a ¢RRR€e66 SHUTTER SINGLE MULTI PANEL SPAN SHUTTER DESIGN SINGLE _MULTI PANEL SPAN STEEL,STAINLESS STEEL,OR 2024-T6 ALUMINUM ALLOY WITH A MINIMUM a 84 ti PRESSURE — TENSILE YIELD STRENGTH OF 33 KSI. SPAN PANEL SPAN W/O BEAM W/BEAM SPAN PANEL SPAN W/O BEAM W/BEAM 13. ALL CONCRETE ANCHORS TO BE INSTALLED TO NON-CRACKED CONCRETE 69" +60/-73 PSF +60/-73 PSF* +60/-73 PSF* 69" _+56/-73 PSF 2 8' 3" 2Ve' ONLY. - 81 5/8"., +60/-13 PSE - +60/-73 PSF* 69" +60/-73 PSF �—� 2/" 14. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED 96 3/4" +60/-73 PSF* = +60/-73 PSF* 81 5/8" +60/-73 PSF 23/e'- - 2%' AS PRESCRIBED IN THE ABOVE-NOTED BUILDING CODE. 19 1 LL *NOTE:LIMITED TO A MAX SLAT SPAN OF 38" 96 3/4". +60/-73 PSF 2/g"* - 2J/e' HVHZ(TABLE i&2)NOTES: g aE *NOTE:LIMITED TO A MAX SLAT SPAN OF 38" 1.HIGH VELOCITY HURRICANE ZONE(HVHZ)IS DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA ONLY. L° leyyq TABLE 3 TABLE 4 2.TABLE 1 SHALL BE USED FOR INSTALLATIONS IN THE HIGH VELOCITY $ $ ag§gg _ NON-HVHZ ESSENTIAL FACILITIES NON-HVHZ HURRICANE ZONE(HVHZ)TO DETERMINE THE MAXIMUM ALLOWABLE 9 DESIGN PRESSURE FOR EACH SPAN. ? NOT REQUIRED FOR WIND ZONES 1-4 ALLOWABLE DESIGN PRESSURES MINIMUM SEPARATION FROM GLASS 3.FOR SPANS BETWEEN TABULATED VALUES USE NEXT HIGHER SPAN. Wa s R F 5 -- 4.TABLE 2 SHALL BE USED TO DETERMINE MINIMUM SEPARATION FROM fAPYHIORf ENGCIEEf@IG OlPPE55 MAX CONFIGURATION MAX _ CONF_IGURATION GLASS WITHIN THE HVHZ. SHUTTER SINGLE � DESIGN MULTIxP.ANEL�SP.AN SHUTTER PRESSURE SINGLE MULTI PANEL SPAN NON-HVHZ AND ESSENTIAL FACILITIES (TABLE 3&4)NOTES: - _ 15-2342 SPAN PANEL SPAN W/0 BEAM W/BEAM SPAN PANEL SPAN W/0 BEAM ^W/BEAM 1.NON-HVHZ IS DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY SCALE: - - 69" +78/-95 PSF +78/-95 PSF* +78/-95 PSF* 69" +78/-95 PSF 3%B" 4 e 2%• AND BROWARD COUNTY FLORIDA. pAae oescruvTlon: 2.TABLE 2 MAY BE USED FOR INSTALLATIONS OUTSIDE THE HIGH VELOCITY E �81YS/8%' +78/-95 PSF +50%SQ'P.SF_t*+78/-95 PSF* 81 5/8" +78/-95 PSF _� __ 2/s' HURRICANE ZONE(HVHZ). 96 3/4" +78/-95 PSF*+50/-50 PSFt*+78/-95 PSF* 96 3/4" +78/-95 PSF 2/8"*_ _ 2V_ 3.FOR SPANS BETWEEN TABULATED VALUES,USE NEXT HIGHER SPAN. OF *NOTE:LIMITED TO A MAX SLAT SPAN OF 38" *NOTE:LIMITED TO A MAX SLAT SPAN OF 38" 4.FOR INSTALLATIONS OUTSIDE THE HVHZ IN ASTM WIND ZONES 1 THROUGH 4, s tNOTE:NOT APPROVED FOR USE IN ESSENTIAL TABLE 4 IS NOT REQUIRED AND NO MINMIUM SEPARATION FROM THE n FACILITIES. - PROTECTED OPENING IS REQUIRED. FR i_ r/ARDO,V.E. EXISTINS HOST STRCTURE NP MIN SEE%ANCHOR1y0TE;.1 ON STRLTUREEXISTING,HOST NP MIN - SEE ANCHOR NOTE 1 ON SHEET 5 EXISTING HOST STRCTURE TYP MIN SEE ANCHOR NOTE 1 ON ( SHEET 5 ( ( SHEET 5 TOP&BOTTOM) EMBED, �^ TOP&BOTTOM) EMBED. „ TOP&BOTTOM) Eh1BED. FOR INSTALLATION WITH NOTE:SHUTTER MUST BE LOWERED DUR$JG 11' A HURRICANE WARNING.SHUTTER IS No.46 N(a r�pp MIN MIN VERTICAL ANGLE(#12) MIN DESIGNED TO REMAIN IN THE OPEN = IJ EDGE 7 FOR INSTALLATION WITH EDGE 7 INSERT PIN(#18) EDGE POSITION DURING A HURRICANE. Z A DIST. VERTICAL ANGLE(#12) DIST. VERTICALLY THROUGH DIST. _ ei EXISTING 6 1 INSERT PIN(#18) 1 ANGLE(#12)&THROUGH X (ARM TO JAMB CONNECTION) VERTICALLY THROUGH ANGLE DOUBLE SIDE WALL OF SILL q GLAZING 4 5 (#12)&THROUGH DOUBLE 4 5 (#8).PIN(#18)MAY BE AV MP SIDE WALL OF SILL(#8).PIN LOCATED ON THE INTERIOR 6 MIN GLASS MIN GLASS 1 _ IEJ�'•x ui (#18)MAY BE LOCATED ON OR EXTERIOR OF LOUVER n EXISTING - >V�W€d SEPARATION SEPARATION QQ 7 THE INTERIOR OR EXTERIOR - BLADES(INTERIOR. .I. GLAZING �� Q W � OF LOUVER BLADES - LOCATION SHOWN). Z Z 8 u m$w o OPTIONAL 2"x2"x0.090" q INSTALLATION _(INTERIOR LOCATION CONT.ALUM f C�C _ Ni a 4 3 tt WITH 3/8°SLIDE SHOWN). iv U W W m PIN SLIDE ALLOY BEAM, a w 3-I v? J ' THROUGH SIDE ALTERNATE' 4 5 2"x4"xy"BEAM, q 5 O SUPPORTING ARIA,FOR IA m m JAMB AND SIDE SLIDE PIN EXISTING OR SOLID BAR a LOCATIONS SEE ARM 14 ® w T; SNAP THROUGH LOCATION 11 GLAZING 4"x ANY 1 1 - ARRANGEMENT TABLE 13 "�p ANGLE. THICKNESS(TYP ¢ TOP&BOTTOM) Y4-20 x lI/="BOLT SIDE ARM B /s"0 8 /6'"0 WITH NUT OR ACCESS B ACCESS g MIN WINGNUT 14 CONNECTION) HOLE .: HOLE EMBED. (2)%20 0 13 3 17 RIV-N JTS m o MW w MIN {i 21 K° (INTERIOR ARM y LL a EMBED. EMBED. ONE PER 16 NE PE _15--\-----�--CONNECTION) m�a Q rmai IB OR .1 ANGLE ANGLE .�' 17 y� d It g J 3 SEE ANCHOR i. SEE ANCHOR NOTE 3 eSEE ANCHOR SEE;ANCHOR SEE ANCHOR NOTE 2 ON r ON SHEET 5 O ZN g a NOTE 2 ON u NOTE 2 ON NOTE 2 ON SHEET 5 LOCATE BRACKET N AR 8'-0"MAX PROJECTION(P) °q m - SHEET 5 SHEET'S SHEET 5 .. MID-SPAN HEIGHT OF OPENING - E" 3a rTYRICAL,CLOSED.POSITION 3b BUILD-OUT CLOSED POSITION 3c TYPICAL OPEN POSITION 3s Z CID N.T.S. VERTICAL BECKON ZN.T.S. VERTICAL SECTION Z N.T.S. VERTICAL SECTION °C 1m� m a 1=1/2"MIN.THREAD #14 WOOD SCREWS SPACED NO MINIMUM SEPARATION a5 O 4"O.C.WITH 1-1/2"MIN. _ PENETRATION THREAD PENETRATION AND FROM GLASS REQUIRED FOR EXISTING G=0.55 3 3/4'M1N.EOG E DISTANCE TO ARM ARRANGEMENT TABLE USE OUTSIDE THE HVHZ 1� MIN.2X WOOD MIN. IN. G=0.55 MIN.WOOD. - CONFIGURATION SIDE ARMS INTERIOR ARMS EXCEPT IN ESSENTIAL HOST STRUCTURE, - - FACILITIES. o. o 1/4"0 THRU- (1 OR 2 PANELS) (1)EACH SIDE NONE ANCHORED TO y •.. .c .8 EXISTING RAFTERS 1,,,.� I"� - t,'';i-.,")r '•t BOLT W/NUT OR 3 BY OTHERS WINGNUT ( PANEL)<85" (1)EACH SIDE NONE (SIDE ARM (3-PANEL OR (1)EACH SIDE (1)@ EACH FASTENED WITH 1/4"RIVNUT vg@ CONNECTION) GREATER)>85" INTERIOR MULLION JOINT AND BOLT.MAY BE LOCATED 1"M AT REAR(AS SHOWN)OR oD 2"x4"0.125"6063-T6 _ 13 BOTTOM OF SHUTTER.WHEN qs ALUMINUM ANGLE 1/4"0 THRU-BOLT W/ (INTERIOR ARM INTERIOR ARM LOCATED AT BOTTOM Q 15 CONNECTION BRACKET MAY BE OF�SET 5t'35 NUT OR WINGNUT, #10 x 2"HWH 410 HT. ) ONLY REQUIRED FROM CENTERLINE OF #14 SS SMS OR SDS OR 1/4-20THUMB FOR SHUTTERS VERTICAL MULLION TO STAINLESS STEEL SCREW a s 'FASTENING SHUTTER HINGE - SCREW INTO XYLON COATING OR 14 >85°WIDE. ANGLE NLLOW OCLOSBAR OR ED POSITION. 6 MIN GLASS T- 7 TO ANGLE OR 1/4-20 SS NUT TENSION RING(#21) EQUIV.WITH Y:"NYLON 3 3 f pp¢¢ AND.BOLT,SPACED 12"O.C. #6 x "HWH 18-8 MIN. SEPARATION w 6 MAX. 4"MIN END CAP&SPACER2 STAINLESS STEELS EXISTING = OVERLAP G �5gg5 GLAZING 4 5 14 9 202 9 1 9 9 OPTIONAL INSTALLATION x MAX DESIGN PRESSURE_+/-50 PSF _ COPMGNIENGPIEMME%FRE59 WITH 3/8"SLIDE f 86 s - 15=2342 1 PINE THROUGH(S DE 3d ALT.:HEADER ATTACHMENT SCALE: JAMB AND SIDE PAG¢DESCRIPTION: SNAPTHROUGH2 N.T.S. VERTICAL SECTION 4 1 3 @l/ 1 4 ANGLE. 10 NYLON _ WASHER I/a"-20 RIV-NUT 4 TYPICAL PLAN VIEW ALTERNATESILL HOST ATTACHMENT AS W/35"0 BOLT - - SLIDE PIN PER DETAILS 3a OR 3b OF - 2 N.T.S. HORIZONTAL SECTION LOCATION - THIS SHEET - F E L. 7ARf)P P.E: No. ZZ4 sT o z J��l� gyp! �B, �l >OLL w a — a Z< W �9a3 uj0 ., ...... _ .. .. SEEDETAIL I/4 � �a^3 f w g wa O W m (2)K-20 S.S,MACHINE O�. p a ' 3 SCREWS INTO I/a-20 (1)�"S.S.THRU-BOLT RIS-NUTS OR(1) S.S.TI4RU-BOLT PER PER UNSUPPORTED UNSUPPORTED - VERTIMULLION VERTICAL MULLIO CAL N - o m j.. _ •"Illwww�ll w � p IT fY gyp SEE DETAIL 1/4 N$4 0 �l MAX BEAM SPAN MAX BEAM SPAN c x w Q PER BEAM SCHEDULE PER BEAM SCHEDULE 1 MID-SPAN BEAM AS REQUIRED) 2 BOTTOM BEAM OPTIONAL O�m s a WALL BRACKET a m 3 N.T.S. EXTER.ELEVATION 3 N.T.S. EXTER.ELEVATION ) (1)WSS.THRU-BOLT PER ANCHORS TYPES. )� o s .TYPE A:Y-20 ALL POINT SOLID SET a m n ¢ UNSUPPORTED VERTICAL MULLION ANCHORS:IN CONCRETE(3.3SKSl a g MIN EMBED.AND 3"M NME GEDIST.. BEAM SCHEDULE. -IN HOLLOW CONCRETE BLOCK WIT ''Ma"MIN EMBED.AND 3"MIN EDGE L MIN GLASS DIST. fi SEPARATION BEAM SPAN BEAM SPAN BEAM SPAN BEAM SPAN WALL BRACKET ANCM00.TYPE5+/-95 PSF IaAX) WALL BRACKET ANCt10R ttPE5(r/-50 PSF MF%) .rypE B: -20 ELCO PANELFIATES C BEAM PER BEAM F.BEAM 512E ALUMINUM SHUTTER I.- (MALE/FEMALE): ALLOY SPAN (/40 PSF (+/-50 PSF (+/-60 PSF (./-95P SF CONCRETE HOLLOW WOOD CONCRETE HOLLOW WOOD -IN CONCRETE(3.35KS1 MIN)WITH .. SCHEDULE MAX) MAX) MAX) 14AX) BLOCK (G=0.42 MIN) BLOCK (G=0.42 MIN) 1%"MIN EMBED.AND 21%2"MIN EDGE B 8'-0' 7'-9' 7'-0' 6'-4' 5'-1' A,B,C.D,E A.C. B,C A.B,C,D,E AO,C,E O,C DIST. 5 2"z3"x1/B' 6063-T6 .6'-B• W-7• 7'-B• T-0" 5'-7- A,B,C.D,E A,C,E B,C A.B,C,D,E A.B.C,E B.0 -IN HOLLOW CONCRETE BLOCK WITH o a S a 0g .EXISTING 1�"MIN EMBED.AND 2"F1IN EDGE gbl 6i 5'-10' 9'-Z" B'-2' .T-6" 5'-11° A,B,C,D,E A,B,C.E B,C A,B,C,D,E A,B,C,D,E B,C DIST, gg gg GLAZING 4s E' 8'-0' 9'-7' e'-7' 7'-10" 6'-3' A,B,C,D,E A.C. B,C A,B,C,D,E A,C,E B,C -IN WOOD D.AND MIN)WITH DI 6� BEAM PER BEAM 2'x4°zl/B' 6067-T6 6'-B' 10'-6" 9'-5' B'-7' 6'-10' A.B,C,O,E A.C. B,C A,B,C,O,E A,B,C,E O,C MIN EMBED.AND�"MIN EDGE DIST. € z SCHEDULE Y-10' 1 11'-3' 10'-1" 9'-2' 1 7'-4" A.B.C.D,E A.C. B.0 A.B,C.D,E AB,C,E B,C ,TYPE C:)a"ITW TAPCON SG: B¢'y"16¢ -0' 11'-5' 10'-2' 9'-4' 7-S' A.B,C.D,E A.C.A.C, A,B,C,,E A,C, B,C -IN CONCRETE(3.3SKSI MIN)WITH $' 2'x5'z 1/B' 6067-T6 6'-B" 12'-6" .11'-2 10'-2-. B'•1' A,B,C,D,E A,C. A,B,C,O,E A,C. B,C 131,'MIN EMBED.AND 2J/2"MIN EDGE a g x5 5'-30• 13'-4" 11'-11° 10'-11" B'-B' A,B,C,D,E A,C, B,c A,B,C,D,E n,C,E B.c DIST. d P!p ,A B'-D' 14'•30' 13'-3° 12'-2' 9'-B' A,B,C, A,B,C,D,E. A.C. -IN HOLLOW CONCRETE BLOCK WITH $ , n eg 2"x4"x1/4' 6061-T6 6'-B' 16'-3' 14'-7" 13'-3' 10'-7' A,O,C,D,E A,B,C.D,E Al, ly"141N EMBED.AND 2'MIN EDGE X � �-�L3 DIST. 17'-S' 15'-7" 14'-2' 11'•3' A. n,B,C,D,E A,C, B,C MACHINE SCREWS e'•o• 9'•4- B'-4• 7'-9" 6'-1• A,B,c,D,E n.c, e,c n,B,c.D,E n,e,c,E e,c -IN WOOD(G=0.42 MIN)WITH 1%a" tx@tBq S INTO I/4-20 - w MIN EMBED.AND Y4"MIN EDGE DIST. s R +8 RIV-NUTS OR(1)%" 4'z2'x0.23°x0,15` 6063-T6 6'•B" 10'•3' 9'•2' B'-4" 6'-0' A,B,C,O,E A.C. B,C A,B,C,D,E A,B,C,E � B,C ,TYPE D•:)q"MILLENIUM MILLFAST:� COPTRIGHTDIOiNEEM14EXPRESS zz,�g+�� 5'•10" 10'-11° 9'-9' e'-11' T-1' AA.C,O,E A,C, B,C A.B,C,D.E A,B,C,E B,C. _IN CONCRETE 3.275KSI MIN WITH S.S.THRU-BOLT PER 3 m ( ) 15=2342 UNSUPPORTED lYi 6'x2-xO.29'xO.17' 6061-T6 B'-0' 17'-3' IS'-6' l4'-1' 11'-3' A,B,C,D,E A,C, 1�/"EMBED AND 21/2"EDGE DIST. VERTICAL MULLION A.B.C. -IN HOLLOW CONCRETE BLOCK WITH 6CALE1 - '�, 'MILLENIUM MILLFAST ANCHORS MUST BE SPACED AT 4"O.C.MINIMUMSSJ4"EMBED.AND 2y MIN EDGE DIST, PAGE DESCRIPTION: EXISTING STRUCTURE TYPE E:#12 SMS W/2"EYEWALL (TYP.TOP&BOTTOM) ARMOR NYLON INSERT:, 7 (]:)BEAM CONNECTION TO SHUTTER EMBED=DZ"(EDGElDISTW'THz 3 N.T.S. VERTICAL SECTION -IN HOLLOW CONCRETE BLOCK WITH (rte IY4"EMBED AND 2"EDGE DIST. Fenaa iy��ii USE 2"x4"xya"ANGLE FOR 3°& � (2)�-20 S.S.MACHINE SCREWS - N 0�4§ Nq9 4"BOX BEAMS,USE 2"xS"XK' INTO Y/4-20 RIV-NUTS OR(1) MAX•-{}. ANGLE FOR 5"BOX BEAMS, : S.S.THRU-BOLT PER USE 2"x7"x/4"ANGLE FOR TYP.TOP&BOTTOM OF BEAM. C-CHANNEL BEAMS,TYP. UNSUPPORTED VERTICAL MULLION _ �_ 50%OF BEAM TOP&BOTTOM OF BEAM. 1." MIN #10 SELF-DRILII�JG WIDTH MIN, MIN. SPACING ALUM NUtd P= No. L .750" . . MA V RIVETS,3"MAP _10 rn S 'ENDS,12",MAXD.C�• IJ S •�fl ° 1,. i ..z tYcu` MIN. - 1/2"xl/2"MN.,2"xS"Mla `�� ••' ��� z ALUMINUM ANGLE(0.062�i" - d MIN.THICKNESS).LEG EMBED. \D m 1" (VERT.SECTION) 6069E MTS AY REVERSED. z� >O LL w u h11N. ® 2 3 I(1(3 1IJJ i�1XWy7 Q a U' 'a (1)%s"S.S.MACHINE (1)'/,6"S.S,MACHINE 7 N O w BOLT WITH LOCK NUT \ BOLT WITH LOCK NUT CL BOLT #10 SELF- UJ •�w 4� m (1)�/6 S.S.MACHINE CL ANGLES DRILLING 3 (4)ANCHORS REQUIRED EACH (4)ANCHORS REQUIRED EACH BOLT WITH LOCK NUT SCREW OR 3/," N END,SEE BEAM SCHEDULE END,SEE BEAM SCHEDULE ALUMINUM PSP ANCHOR SPECIFICATIONS ANCHOR SPECIFICATIONS _ RIVETS 3°MAX — _ 0 w z BEAM SPAN FROM l N3DS,12" ID O F (BOX BEAM) (C-CHANNEL BEAM) (BOX OR C-CHANNEL BEAM) MAX O.C. - a ti (SIDE VIEW) (SIDE VIEW) (FRONT VIEW) U S V 1/2"xl/2"MIN., NOTCH CHANNEL ENDS �' 2"x5"MAX. USE 2"x7"x�'ANGLE FOR TO RECEIVE ANGLES _ MAX L u 2.xS"MAX.ANGLE C-CHANNEL BEAMS,TYP. m TOP&BOTTOM OF BEAM. (0,062"MIN. n NOTCH CHANNEL ENDS 1" MIN NOTE:3"MIN SPACING FOR ANCHORS THICKNESS) LEG TO RECEIVE ANGLES MIN. SPACING 5 INTO CONCRETE/HOLLOW BLOCK HOST ANGLE MAY STRUCTURE.1"MIN SPACING FOR REVERSED. LL ANCHORS INTO WOOD HOST STRUCTURE 6063-T5 ALLOY w r` (VERT.SECTION) z z_ MIN. ________ w EM ED, 5 g o 0 irI-MIN. 2 3 (2)%-2O S.S.MACHINE SCREWS I g a - INTO V44-20 RIV-NUTS OR(1) S.S.THRU-BOLT PER 1/2"x1/2"MIN., - 41 ri C S (i)%6 S.S.MACHINE UNSUPPORTED VERTICAL MULLION 2'x5"MAX, �� al BOLT WITH LOCK NUT 1 "S.S.MACHINE CL ANGLES ALUMINUM 14GLE E G O/S. f THICKNESS).LEG a 3 m a g' (4)ANCHORS REQUIRED EACH BOLT WITH LOCK NUT O¢ L° \ END,SEE BEAM SCHEDULE ANGLE MAY BE y4" y ANCHOR SPECIFICATIONS REVERSED. MAX 7 . �w, O p BEAM SPAN 6063-TS ALLOY II f- (C-CHANNEL BEAM) (C-CHANNEL BEAM) ('O �� (SIDE VIEW) (FRONT VIEW) #10 SELF- DRILLING ELF- —a•1 'S LL .. i •WALL BRACKET CONNECTION OPTIONS - SCREW UR" o - ALUMINUM GSP _ c E _4 N.T.S. EXTER.ELEVATION - - RIVETS,3"MAX - FROM ENDS,12" MAX O.C. @ SIDE CLOSURE NOTES (HORIZ.SECTION) o o$a n 66e 6 i-F6�IA5TAC(hTIaAS W17NIN THE HVHZ, - a O F IN LIEU OF SIDE CLOSURE ANGLE, - -$ I SHUTTER MAY OVERLAP OPENING BY 1.5 ' 8a X SHUTTER BUILD OUT DISTANCE, o u 2 "� ill 2, ANCHORS MAY.BE ANY ANCHOR FROM m EDGE Ysw. . ANCHOR NOTE I,ON SHEET 5, PtE�MBED. °/4"MAX. w DIST. INSTALLED 3°MAX FROM EACH END,.AND 12"O.C.MAX,OR 1/4"ITVI TAPCONS WITH IUy MIN EDGE )-y"MAX:DISTANCE AN D FUCL THREAD Y4'MAX. *ENGAGEMENTTO%"MIN PLYWOOD 1/2"xl/2"MIN.,INSTALLED 3°MAX ROM EACH END AND t- 2"x5"h1AX. @ ° 55 7"O.C.MAX. Y4.MAX,J ALUMINUM ANGLE a pppp FF 3. ANCHORS SHALL BE INSTALLED IN a (0.062"M111N' ACCORDANCE WITH MANUFACTURERS' 1/2"xl/2"MIN.; w RECOMMENDATIONS. Y MAX. 2"x5"MAX. f ANGLENMAY BE EG " 4. ALL CONCRETE ANCI TORS SHALL BE ALUMINUM ANGLE w REVERSED. y"MAX'-� MEN INSTALLED TO NON-CRACKED (0.06Z"MIN. 6063-T5 ALLOY 15-2342 CONCRETE ONLY. THICKNESS).LEG - .-� S. MINIMUM EMBEDMENT SHALL BE AS ANGLE MAY BE EDGE SCALE: - NOTED IN ANCHOR NOTE 1 ON SHEET 5: PAGE DESCRIPTION: R MINIMUM EMBEDMENT AND EDGE (VERT.SECTION) (VERT.SECTION) - (HORIZ.SECTION) (VERT.SECTION) REVERSED, (VERT.SECTION) DIST: (HORIZ.SECTION) DISTANCE EXCLUDES STUCCO,FOAM, - 6063-TS ALLOY BRICK,AND OTHER WALL FINISHES. . 6, WHERE EXISTING STRUCTURE IS WOOD FRAMING,EXISTING CONDITIONS MAY z SIDE CLOSURE DETAILS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING 4 N.T.S. SECTIONS MEMBERS,NOT INTO PLYWOOD, `--Lr E. ANCHOR NOTE?11.UNLESSnIJOIED OTHERVQJSE BELOW,ANCHORS-AT-3".:EROM-.EN_5 AND 12!'O,C,.MAX �\ D[lY C 005E ONE FRO 1 BELOW) _ •• •9D •CONNECTION IN CONCRETE: _ Ali"alITi4VtiIAP.CONrW1TL-I'T(yaM1N_B AND ZK!,MI "EDGE:.DIST.-(3 19KSI;MIN CONC:) •••• /li •• -Y'ITW TAPCON SG WITH 1Y4'"MIN EMBED.AND 2 z°MIN EDGE D1ST(3.30KSYMIFI CONC.) _ Y4"ELCO PANELMATES(MALE/FEMALE)WITH 13/4"MIN EMBED,AND 2Y2"MIN EDGE DIST.(3,32KSI MIN CONC.) •Y-20 ALL POINTS SOLID SET ANCHOR WITH%"MIN EMBED.AND 2"MIN EDGE DIST,(3,0KSI MIN CONC.) -Y4"MILLENIUM MILLFAST WITH 1Y4'EMBED AND 2%"EDGE DIST,(3.27SKSI MIN) - - -I -#12 SMS W/2"EYEWALL ARMOR NYLON INSERT W/2"EMBED AND 2"EDGE DIST(2 KS1'MIN) _ ='O'••IAZ7 T{VI p�.� •CONNECTION IN HOLLOW CONCRETE BLOCK: - i � �Q j&,F,ITWTAPCON WITH 1Y4°MIN EMBED.AND 2Yt"MIN EDGE DIST.,SPACEDAT4"O.C.MAX. /jRm• �-Y4°ITWTAPCON SG WITH,1 y'MIN EMBED.AND 2Y2"MIN EDGE DIST. /Q� !R ^-Y4"ELCO PANELMATES(MALE/FEMALE)WITH 1 y'MIN EMBED,AND 2Y2"MIN EDGE DIST.,SPACED AT 6 s°O.C.MAX. ,- \ $Y4-20 ALL POINTS SOLID SET ANCHOR WITH%"MIN EMBED.AND 2°MIN EDGE DIST„SPACEDATB3/s"O.C,MAX. W 1111 °''/4'MILLENIUM MILLFAST WITH ly"EMBED AND 2Yt"EDGE DIST„SPACED AT 4Y2"O.0 MAX ¢ wU w#12 SMS W/2-EYEWALL ARMOR NYLON INSERT W/I Yd EMBED AND 2"EDGE DIST.,SPACED AT 7"O.C.MAXL7'a CONNECTION IN WOOD(G=0.42 MIN): - wg%"LAG SCREW WITH 1Y,"MIN EMBED.AND 3/4"MIN EDGE DIST. .Ni b 3 0 F#14 SHEET METAL SCREW WITH IY2',MIN EMBED,AND Y,°MIN EDGE DIST, ANCHOR NOTE 2:CHOOSE ONE ANCHOR TYPE FROM BELOW,INSTALL QTY SHOWN O w— , •Co CTIO CONCRETE: O .(2 Yi ITW TAPCON WITH 1Yq MIN EMBED AND 2%"MIN EDGE DIST (3.19KSI MIN CONC,) a b -(2)Y4 ITW TAPCON SG WITH 134°MIN EMBED AND 2Y MIN EDGE DIST.(3.30KSI MIN CONC,) _ (2)Y4 ELCO PANELMATES(MALE/FEMALE)WITH IW MIN EMBED.AND 2Y:'MIN EDGE DIST.(3,32KS1 MIN CONC.) t(2):.Y30LiLL^.P.OINTS_$OH-ID SET ANCHOR WITH%7-MIN.EMBED.,AND 2"MIN,EDGE,DIS _T.-(3.OKSI-MBy:CONCJ ((2)) MILLENIUM MILLFAST WITH 1%a"�MOED'ANb"2°//��'EDGE DIST.(3:275K5]MIN) -(2)#12 SMS W/2°EYEWALL ARMOR NYLON INSERT W/2"EMBED AND 2"EDGE DIST(2 KSI MIN) o• NOTE:ALL 69"MAXIMUM SHUTTER SPAN INSTALLATIONS WITH MULTI-PANEL SPANS WITHOUT STORM BARS AT-95PSF REQUIRE A ' QUANTITY OF(3)ANCHORS FROM M THE OPTIONS ABOVE •CONNECTION IN WOOD(6=0.42 MIN); w'ti1'=Y n (3)W ELCO PANELMATE(MALE/FEMALE)WITH 131'MIN EMBED.AND%'MIN EDGE DIST. - �7••��..ii X Y{" M -(3) ITW TAPCON SG WITH IT/°MIN EMBED,AND%4"MIN EDGE DIST. (2)Yd"STAINLESS STEEL HANGER BOLT WITH I Y"MIN EMBED.AND Y4"MIN EDGE DIST. SS NOTE:ALL 69"MAXIMUM SHUTTER SPAN INSTAYLATIONS WITH MULTI-PANEL SPANS WITHOUT STORM BARS AT-95PSF REQUIRE A �.__ wo j 3 :QUANTITY OF(3)ANCHORS FROM THE OPTIONS ABOVE oP 0 2' •CONNECTION IN HOLLOW CONCRETE BLOCK-: - ,'S •• SEE ANCHOR SCHEDULE BELOW FOR APPLICABILITY OF ANCHORS TO BE INSTALLED.EACH HOLLOW CONCRETE BLOCK ANCHOR IS - m CLASSIFIED WITH A LETTER AS SHOWN BELOW ACCOMPANIED BY A NUMBER INDICATING THE QUANTITY OF ANCHORS REQUIRED ���, o G FOR INSTALLATION.THE DESIGN TABLE ILLUSTRATED BELOW APPLIES TO HOLLOW CONCRETE BLOCK ANCHORS.ONLY. -TYPE(w)I Y4"ITW TAPCON WITH IY4"MIN EMBED.AND 2%"MIN EDGE DIST, 1!•r�T E p -TYPE(x) :%"ITW TAPCON SG WITH 1y4'MIN EMBED.AND 2Y2'MIN EDGE DIST. `L -TYPE(y) :Y4"ELCO PANELMATES(MALE/FEMALE)WITH 1 Y4"MIN EMBED.AND 2Y2"MIN EDGE DIST, ¢ .-TYPE(z) :Y4-20 ALL POINTS SOLID SET ANCHOR WITH Ya"MIN EMBED.AND 2°MIN EDGE DIST. )i f b -TYPE(u) :Y4"MILLENIUM MILLFAST WITH 1 K EMBED AND 2%"EDGE DIST, TYPE(v) #12 SMS W/2"EYEWALL ARMOR NYLON INSERT W/1 Y,"EMBED AND 2'EDGE DIST e'] 69'M1 NUMSHUTTER SPAN 8158'MAXIMUM SHURER SPAN 983/4'MMIMUM SKUTTER SPAM MAX(") SINOLEPANEL MULTWANEL SPAN. MULTI-PANELSPAN MULTI-PANEL SPAN - G PRESSURE SW.LEPANEL SMGLEPANEL SPAN ., .NODBAR.. WIBAR WIO BAR WBAR wow W/BAR .. - g�g 59 PSF lel(#I lnl lam) (�)631(uI Intl ( )W)lMl(zz) (0)D)(2)(u3) (a)(13Hv1(r3) (1)W)(ye)(a) (wdl(4)(y2)P21 lx3l I,�) Ivn)1�I((1 )(z2) - t>QI f>71(=zl fu3) M31 fz2)(Yt)(z2) (`✓3)(4)b2)k2) (vj(2)02)(rz) (0)(x2)b2)W) Eg 50 PSF (r?) P21 U3)fz21 M1 (uzl Nt) U2)b3l(i2)(n) WA (al(0) (u3)(0) WA tl -"'S' (Q2(Y31(z2)(v3) (Q)(z3)(v3) (tel(x2)(Y2)(z2) (z21 W)(z8)(J3) WA ('Kl1I#1(y2)(z2) (#I Oq)(a)(v2) WA 1x2)(Y3)(z2) _ (W)M) (0)N2) aze 33v -95 PSF (x21(z3)(W) (d) lQ1IY(�s�(P3) (W)(z3) WA (a)(y3)(z2J led) (.2)(Y3)(z3)h3) WA (zil(13)(.3)',3) " k4HOLLOW BLOCK ANCHOR SCHEDULE KEY:w3=ANCHOR TYPE"w"WITH,"3"ANCHORS, R I ANCHOR NOTE 3:CHOOSE ONE ANCHOR TYPE FROM BELOW,INSTALL QTY SHOWN •CONNECTION IN CONCRETE: z3 C$ xy -(1)�"ITW TAPCON WITH 1�°MIN EMBED.AND 2%"h1lN EDGE DIST.(3.19K51 MIN CONC.) gv -(1J Y°ITW TAPCON SG WITH 13/°MIN EMBED.AND 2%"MIN EDGE DIST.(3.30KST MIN CONC.) -(1)V,20 ALL POINTS SOLID SET ANCHOR WITH%'MIN EMBED.AND 3"MIN EDGE DIST,(3.0KS1 MIN CONC.) COPYRIGHT DRPNEEAING EVRESS (1)#1 MILLENIUM MILLFAST WITH 1�"EMBED AND W EDGE DIST.(3.27SKSI MIN) SS`Z3'�}Z 1 #12 SMS W/2"EYEWALL ARMOR NYLON INSERT W/2'EMBED AND 2'EDGE DIST(2 KSI MIN) •CONNECTION IN HOLLOW CONCRETE BLOCK: SCALE: PAGE DESCRIPTIONI -(2)y"ELCO ULTRACONS WITH 1�°MIN EMBED.AND 2Y,"MIN EDGE DIST. � _ -(2)y-20 ALL POINTS SOLID SET ANCHOR WITH%"MIN EMBED.AND 3"MIN EDGE DIST. ((2)))a"MILLENIUM.MILLFAST WITH 1)q"EMBED AND 2�$'EDGE DIST.(3.27SKSI MIN) w� (2)#12 SMS W/2"EYEWALL ARMOR NYLON INSERT W/2"EMBED AND 2°EDGE DIST(2 KSI MIN)' •CONNECTION IN WOOD(G=0.42 MIN): L -(1)Y4"LAG SCREW WITH IY2"MIN EMBED.AND 3/a MIN EDGE DIST. (I)914 SHEET METAL SCREW WITH Ijy MIN EMBED.AND%"MIN EDGE DIST. EXTRUSIONS \` 0 610 9q�;% (�I'_o.zeo •0.075" °.075". 0.062° 'f'I 0.250" 0.131° 0.131" 7 0,128" 00.348" R0.062" 0 85 00.348 R0.062" 0 0.307° 2.550• 0,060" 1 0.060 •185" 0.565' 0.460" 0.060" No• 0.050 0'375° r1275 0° 0.450" 0.613" 0.100" _ °.100" .0.233° 0.140"0.375" 0.125". _� �- T T -r 0.099' t�0.125" Ua5•�00,155° 0.402' X0.865° , ° 0.090" '� in 0 0.326' m o 0.326° o in '° ry 0.425" 0.368" m ry 0.425° 0.366" " v'• 00.105" R0.100" m o "�`+ c _ .a.0.214"� ^' 0.055° ♦1.792' 0.775"R0.050' `�H °.775" 0.100" • ry o � / �O`�R U 2.118" I 0.320" t-x°•450" - }-1.063" 0.210" 2.520" w=••X R al BLADE FEMALE MULLION MALE MULLION JAMB FV JAMB JAMB•SNAP HEADER G'4X <6W Z s 1 6 1"_0" 2 6"=V-0 3 6 =I•_0, 4 6,=1'_0" 4a 6" I'_0" 5 6., I'_D" 6 6 =p_0, W W N �w �< wm3 w 2.750'. 0.280' 0,500" 00.270^ .080 PIPE(ARM)SCHEDULE 010.270", LU . 1.000° TYP,. TYP. OUTER TUBE INNER TUBE TYP, a �; M OUTSIDE INSIDE WALL OUTSIDE INSIDE WALL Ory 0.100"' 00.270" DIAM. DIAD'E DIAM. DIAM. I� 0.9000.775'1' t OD m 1.000" 0,050° 0.875" 0.775 0,050 0.5 m. 0.395' MAX LOCATION VARIES M FV FEMALE MULLION FOR ADJUSTMENT H e LL a w ^ 2a 6 ALUMINUM PIPE INNFBI o.loo" 00.270'-/[ i4 6,=I'_0" 00 270" s 0500" �obg o> . 0.320" 0.500" "'f- O zm^ 0 4.000"� 5 a 1.220' F-T1.678"� t 0.500 '0.500" 'c 0 a L CAMEL BACK HINGE E g FV MALE MULLION 13 6".=1'-D" . TrP' ALUMINUM PIPE (OUTER) 3a ANGLE Z 6"o I'_0, 11 $0.O6z° RE: o--_-© 15 v o .110.230" 'i 0.385" 6��=1�_0" 1.� O fr o 80.318". 0.100 4.190° � _Il 1= . MAX `�"�' F`�' Sj� 1.606 � - B.00D"� 3 0.393" 0,190' 0750' °U" WALL BRACKET 00.432' c 00.258" 0.307" c m - 0.062"' o TTP. �----�0.750" 13b n 0.62$.. 0.432" '. .. 7 k �oa'qq •,�O.1B6 ry TYP. 0 0.410"� _ 0.9�m 1.606° 3.00° 3,000 1.000" 2.224" 1.ao0 ' HEADER HINGE tt It FOR USE WITH PART S2&03 ONLY TAB STOP Z BAR.- PROFILE & LAYOUT 7 3 . . GALV. STEEL BENT PLATE 20 6" r-D° N � zszo" L-PIN - 1 4" INSERT FOR MULLION. 1,3„° 0.060"+ 2.000' 17 6,=I'_0" 19 6"=I•_0,. " S Tq1210.750" I Nil ' E- ��2,000° 0.625" . __ __ _ 00.132" 00.300" COPtttIGHTENGNEEAIHOEVIESS °.813 0 0 o r°37 fo.izs 15-2342 '1-'0.188°-}�- 1.000° 3.000° 3.000" 1.000" 5.000°�.0.750 �0 750" PAGE DESCRIDTION� 0.327"SILL. ANGLE.-.PROFILE & LAYOUT, L-PIN - 3/8" n TENSION RING ALT. TAB STOP a� p 7 .8 --SILL 6.=I._0., 12 3"=1'_0" 18 6,=I'_D, G 1 6"=L_0" .22 6"o -, 0