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Property Information Building Information Owner: Nolan Wind Zone: 160 MPH. Address: 54 Lagos del Norte Exposure Category: B Ft Pierce,F134951 Minimum Building Dimension: 24 ft. Mean Roof Height: 15 ft. Risk Category: II Design Pressure Calculations Opening Location Device Device Device Max Positive Max Negative Number Zone Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(psf) 1 Int 26 47 7 32.5 -35.2 2 Int 37 71 7 31.2 -34.0 __...._—........... -- —....._.................. . .__............-- --..... _...._... --.....-- --- -.................. 3 Int 37 71 7 31.2 -34.0 ........._ ..............—_......__..__...................... ------...........---_ .......... ...._................--_ .........--------.._..-._._..._..... 4 Int 26 47 7 32.5 -35.2 _ ........_.................._................_................................_.............._............_.__.._..--...._.....................--------..._................._.---....._._.........._.._...................--- --..__..__............- 5 End 74 71 7 29.7 -38.0 _.._ _... — ......._.._..............__...._.—......._................._.............--........_.__...__..._..--- --..----.........-----.......... _....._..............._....__.._ 6 Int 106 84 7 28.6 -31.4 _ ---......_... ......— —......_ _..__.—_.........-----.........._...... 7 End 106 84 7 28.6 -35.8 8 End 108 84 7 28.6 -35.7 9 Int 53 63 7 30.7 -33.5 10 Int 53 63 7 30.7 -33.5 11 Int 26 47 7 32.5 -35.2 Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.6th Edition(2017)Florida Building Code. Page 1 of 1 • 'r SCIS Home Log In User Registration Hot Topic Submit Surcharge Stats&Facts Publications FBC Staff j SCIS Site Map ! Links ' Search j -'bnda Product Approval USER:Public User r Product Approval Menu>Product or Application Search>Application List>Application Detail FL* FL13757-R6 Application Type Revision Code Version 2017 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@engineeringexpress.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/Pho n e/Ema it Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Frank L. Bennardo,P.E. the Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation&Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By ORLANDO L. BLANCO,P.E. J Validation Checklist-Hardcopy Received Certificate of Independence FL13757 R5 COI IndeoI.odf FL13757 RS COI Indeo2.odf FL13757 R5 COI Indeo3.odf Referenced Standard and Year(of Standard) Standard Year ASTM E1B66 2006 ASTM E1996 2005 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 r Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13757 R6 Eouiv EOUIyl odf FL13757 R6 Ecuiv Eouiv2.ndf FL13757 R6 Eouiv Enuiv3.Ddf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/09/2017 Date Validated 08/11/2017 Date Pending FBC Approval 08/22/2017 Date Approved 10/10/2017 Summary of Products FL# Model,Number or Name Description 13757.1 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R6 II Dwol.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 R6 AE Evail.Ddf span/pressure combinations and additional limitations of Created by Independent Third Party:Yes use. 13757.2 6.8 Streamline Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R6 II Dvvc12.pdf Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo, P.E.PE0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other.See installation drawings for allowable FL13757 R6 AE Eva 12.Do 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 FL13757 R6 II Dwo3.pdf Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo PE-0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+110/-128 Evaluation Reports Other:See product drawing for additional information, FL13757 R6 AE Eval3.odf anchorage,etc, Created by Independent Third Party:Yes Bak Next Contact us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovriaht 2007-2013 State of Florida,::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses arc 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 amity.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),Florda 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 small address which can be made available to the public.To determine If you are a licensee under Chapter 455,FS.,please click here. Product Approval Accepts: 0®99 CredR Card Safe iy 6.8 STREAMLINE SHUTTER FOR USE WITHIN AND OUTSIDE THE HVHZ GENERAL NOTES: Q.:' , 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING - NO PE004654 `. CODE SIXTH EDITION((2017)) FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE,AND THE INTERNATIOIJAL BUILDING CODE IBC)AND INTERNATIONAL RESIDENTIAL CODE __ - (IRC).THIS SYSTEM MEETS MISSILE LEVEL"D"AN INCLUDES ESSENTIAL FACILITIES AS DEFINED 1N uNOnnEo wlorn--�70 Uj a: ASTM E1996-09.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. ;O'•. srArE op 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE SECTION DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURES�•.<ONIOp,.• REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE C� A.-.1 u� FLORIDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN iEl/IN X11CIA - PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMB�L/Y AS SHOWN. ���� o . 4, DES GN PSTING RESSAS URES NOTED HEIN REIN ARE BASED ON MTH AXIMUM TESTED PRESSURES DIVIDED BYEA3.5 (;¢ kt SAFETY FACTOR. z $9 S. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL MAN VIEW W N-w CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. IIS .11 6. NO INCREASE 1N ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR DESIGN. 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 b WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd-0.85 N SHALL BE USED. 8. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC =a SITE. 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL s ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME a a PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER �TM h e 9 j 61G15-23 OF THE FLORIDA ADMINISTRATIVE CODE. Q W�a 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE U CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM as y THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 11. ANY M4OEDTIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL ? d 12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING HURRICANE PROTECTION Lu °°- OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED SIGENEO DATED AND �CKM SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE DEVIATION.ASA CONDITION TO THE BUILDING OFFICIAL GRANTING HISMER APPROVAL. LOCKING MECHANISM,SEEI 13. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM TYPICAL PLAN VIEWS INFORMATION: TOWN&COUNTRY INDUSTRIES FORT LAUDERDALE FL TYPICAL ACCORDION $ MISSILE LEVEL D-ASTM E1886 E1996&E330TAS 201 202&263 r_�SHUTTER ELEVATION C� p FLORIDA PRODUCE APPROVAL NUMBERTABLE 2: 1 N.T.S. EXTERIOR ELEV V 14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 K.S.I. MINIMUM SEPARATION FROM GLASS 15. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.I.,U.O.N.POP RIVETS SHALL BE 1/4"0 OR 3/16"0 5052 ALUM.ALLOY. 16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR NON-HVHZ ESSENTIAL BOX LOCK AT CENTER OR SIDE CLOSURE. HVHZ FACILITIES a 17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. IR I 18. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. SHUTTER g a a Ee gppN IALLATIONS INSTALLATIONS INSTALLATIONS 19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". INSTALLATIONS NST a t 20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. 530'ABOVE >30'ABOVE 530'ABOVE >30'ABOVE 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. 23. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 72" 2-114" 1.618' 2-318" 1-518' TABLE 1: s9" 3.12" 1.7/8• 3-518" 1-718' tl TABLE 1 NOTES: 120' 4-1/8" T 4-114" I 1DESIGN PRESSURES SHOWN IN 144" 4-7/8" 2' 6' 2" y ACCORDION SHUTTER SHUTTER SPAN SCHEDULE'ABOVE ARE. Ji !m MAXIMUM ALLOWABLE DESIGN PRESSURES TABLE 2 NOTES:SPAN SCHEDULEAT EACH RESPECTIVE SHUTTER SPAN. 1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. O�Ap 11 loll! BW1O0rE POSITIVE NEGATIVE 2. LINEAR INTERPOLATION BETWEEN SHUTTER 2. NDN-H6V DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNTY i. SHUTTER DESIGN DESIGN SPANS 15 NOT PERMITTED.FOR SPANS 3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND 15-2339 SPAN PRESSURE PRE88URE BETWEEN THOSE INDICATED ABOVE,THE ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A DESIGN PRESSURES FOR THE NEXT HIGHER (P8F) IPSFl MINIMUM SPAN OF ZONES LEAST THROUGH r.�Dnau�ngr. SPAN SHALL BE USED. 4. INSTALLATIONS 1N WINO ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 30'SHALL ® IT 100 100 HAVE 2-7/8"MINIMUM SEPARATION FROM GLASS WHEN s 3V ABOVE GRADE,AND 1-5/8"WHEN>30' (q ABOVE GRADE. YP 70 70 5. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN TIIOSE 19 120" 53 (i3 INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED. 6. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM l� 1M" 43 40 E1996-09. I likolICT111111 VARIIS_- 2.874' 4.874"MAX. 0.062" b 0.450' 1� 0.125' 1.7or -0.1w, 1.830. 40.062- rO.080* 10.0w tl,7 0 I8W'j-0.10 0 1 N I I 0 9,j F0.195" 060"-JL v U III 2.820" Are 0. 0.195" 0,096" 0. Im. or 06!66% 0.0 3 Q 0 0. • 01 .!77 069" 0.. 0,062 9 0.062* u.bju rO.143' 1 1.993' 0.630r' 0.6 0.062' I k----40.971* 0.971"1 0.143. fill O�060- 70-1 V�gl 7w 0.63(r f10,06,24 0.062 --'O.L2DD' 0.. 0.630" 0.06: 0.062" 4�. 1<6 lot R, 1.089' 0.200- 0.062' 0.2 z X:4 �---;�SIJPPORT LEG OPTICINAL-/ 0.062" ix zw -5.745"MAX- 8-win ,--3.745"MAX. OWALL BUILD UU1 WALL STREAMLINE CEILING TRACK STREAMLINE WALL TRACK HEAVY HEADER LITE HEADER I L SCALE:HALF-SIZE SCALE.HALF SIZE SCALE.HALF SIZE -0 SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE WHERE SHOWN,SCREW BOSSES FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS 0.974"j- -F 2.655"" 0.675, 2.195" r 5. 0.060" 2.1959 1.23(r- • 1.229* 1: Ir 0.7 2.655' 2.36r 0:2 t K fn- i. • 6!q 4.84" g, T I.Ow @ ri -2 4.510' 11 iq---I oar 0A 0,075" '0 07 0.105" 0.994-1 ='.' C=3== NOTM TESTED THICKNESS OF 0.781• 4 rI(r 15 BARE METAL W/O PAINT 0.039" (D SILL @) SILL ADAPTER EXTENDED SILL EXTENDED SILL ADAPTOR ADJUSTABLE SILL BOTTOM 6.8 STREAMLINE SLAT/BLADE 6 SCALE HALF SIZE SCALE HALF SIZE SCALE:HALF SIZE SCALE-HALF SIZE @ SCALE:HALF SIZE SCALE HALF SIZE 0.477 • 1; 1.571r 5 0.000 0.590, 0.341* .040 10' 0.143' #- �0-0- -1-0.245- gAl I._'O' 0.143" ODW -- 0.0w+r 0.115, 0.00 0.117' ILI, O*OW 0 0.. 14 -0.096" -0 0.0w 0.0w, -O.-T 4]IcaFin 11.6 0.682"F...0.63W 3*1 15-2339 NOTE:THICKNESS OF BARE 22 o ort METAL W/O FAINT'S 0'039" 6.8 STREAMLINE STACK 16 RADIUS CEILING HEADER/SIL6.8 STARTER WALL SILL CLI WALL SILL SCALE HALF SIZE SCALE HALF SIZE SCALE HALF SIZE SCALEi HALF SIZE (8)SCALE HALF SIZE • 111111II�/7 jPII�LaEN11MD0*P,E- tttl }I NYLON WASHER OR A{-0.125- °.610" STAINLESS STEEL '260• --� 400- ALUMINUM _ 0.337' ASSEMBLY 0. 50' ' ,I NO F •,•� - 1 0.320.0 HOLE (li 0.276.1 II b pF( - iX 6 z o ♦30 x 2-3/4"410 Hi S.S. I s$q 1 0 w 0.591• "�' B Q 0. I� �NYLON � a o. � INSERTS SCREW W!TC ULTMCOTE �-• r _0 250.05 WHEEL L-�O !0.120' RNID COATING TRACK (TYP TOP B BOTTOM) y 0.062" 1 8•� .a s 1.100•-} �-0.240' CQ '.-'� SOA 1•I i 0.750' NYLON BUSHING W/WASHER: �i�/ '��'CIA m u° i/16"a x i 01NTERJoRJOINT BOTTOM I z LEN t Llvf�� tt ou�I •�$ I TYP.AT EVERY OTHER 0.870" 0.154'-} x0.137• I7�N,q G\� UJ tt� ._ j I ---5'MAX. � INSIDE JOINT AT TOP. /7/j/j tttttN Ul o -x�� CYLINDER-SOLID BRASS,NICKEL PLATED ETHER CAN BE USED ON EMERIOR Z P5 U c 19 ANGLE HOUSING-ZINC DICAST,POWDER COATED 22 ROLLER ASSEMBLY 2q BUSHING ASSEMBLY DETAIL 26 BOX CENTER INSERT (�Q �a� Zp SCALE HALF SIZE NOTE: MAY BE KEY OPERATED OUTSIDE z t SCALE'HALF SIZE SCALE HALF 512E SCALE:HALF SIZE rK OR KEY/IHUMB TURN OPERATED INSIDE. W �D.25o• 23 BRASS PUSH LOCK 3 SCALE.HALF SIZE o w c W u li iar0286". z.izs• a Ro.lss• 0.236• 0286" 1.60]' R0.500' 4.00°• --1.710" 1.214"- 0.267' F 0.500' 0.623' o.531' fi $ T 0.790" 0.090" 0.319• 0.531' vi 0.064" _ 0.2 0. 2.250" ' e 42 '26 0. r1 FF 0.607• d.0.250* W d o.i1S 4 0.224• 0.239• F ' 0.496• I X0.240" ;, }--1.750•-� z.Doo--• o.osm 1.758'-} �l___ . . �4 o 8 te 27 RAINGUARD 28 DECORATIVE FLOOR TRACK 3.476" 1 r- o.z4o• Zm i SCALE-HAL F SIZE SCALC IIALF S1ZE 0.160' 0.222"1 f 1.00] 0.062"Q062• 0.062" �-0.176' _ 1+ 30 UNIMATE LOCK 31 MALE BOX CENTER 32 FEMALE BOX CENTER rr SCALE:HALF SIZE SCALE HALF SIZE SCALE-HALF SIZE £ g -4.0.062' $s {-}0.400• - :aoe. a 5.500•x 13/16'WIDE---- "�� 7/16"(7 STAINLESS 'IQ 167' 1� STEEL NUT P r 30 Y D.lzs• �- 5o, 0.438" L If 8 OfT �-0.186- 3/16-16x1 MACHINE SCREW ••' ,ttoi 5/16"O INTERNAL STAINLESS STEEL F: if 40.111• 4 500' �}0,689• POWDER COATED,ZINC DIE-CAST THREAD 61 ��""ff'' _VARIES m v j_ i 1 SECTION A 1;oso•� g 36 T-LOCK ADAPTER 3/ T-SCREW INSERT THUMB SCREW DFLTA��OUEL ppLY , �' 4U 4Ub� �d INDUSTRIAL SYSTEMS (OPTIONAL SCALE full SIZE SCALE FULL SIZE -X0.264• i 35 BOX LOCK SCALE HALF SIZE 'T j 0.319 FND STRIP 1" 19A.111 SCALE+HALF SIZE f--•Z.000'� 2" & 3" EXT r o.lzs F--1.625' }-1.500•-{ -+� SCALE: HALF SIZE 0.050' °.� rligg � � O.� I $ lo191 1�Q T0.125" argartmvKuwwwvc r. 8 - 0.093- n 0.2501- 15-2339 -- i 00.455• WAUII wall oRxaalma/1 7.o00• ----1T V9 20 ALT. 1" END STRIP 21 1.5"x3"x0.093° ANGLE 25 2"x3°x0.125" ANGLE 39 2X7 ANGLE SCALE-HALF SIZE SCALE.HALF S1ZE SCALE,HALF SIZE SCALE,HALF S12E I NNAa00 P.F- ANY ANCHOR PER ANCHOR EDGE DIST. d / SCHEDULED 18'D.C. EXISTING DIST#- GLAZING SEE END STRIIC'- "�"� - ~� IIQQ gZ SCHEDULE FOR Mme:• NO ECg4 a(F A •ANGLE EMBE (Q SPAN WHEN t1sw: CCII (INTERIOR) LEG D RECKON ___ IG i 20,40a,40b EMBED. t7 y+ INTERIOR 17 II I1 O 1rX 1/4' OR 6.8 STAR7EP� � Faa+ cr € C ,7 _ _ , (MAX. WITH 21 OR 2Fii0 p .7 MIN.0.062"THICK 6063-T6 ALUM. - "---- 30 ANGLE 1'x 1'MIN.TO 2".5"MAX. (ANGLE LEG MAY BE REVERSED) -_ 21 25 �4 DIST. ANY ANCHOR PER ANCHOR FASTEN ANGLE To TRACK W/ _ (2 !10x1'SCREWS AT D+U SCHEDULE 0 1B"D.C. CORNER TOP&BOTTOM;AND QQ A t3 13 13 ��ATTACH TO 6.8 SrARTER W/ Z4 �Q Wa o 13 �' 012 x 1/2'GALVANIZED OR S.S.SMS, A312 x I/2'GALVANIZED OR 6.80"l7 Y P 1 3� 3/16"0 ALUM.POP RIVET,OR 1/4-20 \ S,S.SMS 3/16'0 ALUM.POP W N 9 a BRASS PUSH LOCK OR(1) MACHINE BOLT B NUT 01S'B.C. ALTERNATE END STRIP DD AIL OLTT�NUi @ 1B'D.C. C INE In W p (EXTERIOR) 5/16-18T1;(UMB SCREW INTO THREADED WITH 6.8 SIARfER AND ANGLL In&.... INSERT 3 AT 1/3 SPAN TO 2/3 SPAN SCALE.3"=V-0" ANY TRACK W/ m FROM BO ON OF SHUTTER.RECEIVING 0W TYPICAL PLAN VIEW END STRIP SCREW BC355E5. p HOLE SHALL BE 3/8"MAX WIDTH,UP TO SCALE 3" 1'-0" 1'HEIGHT. PSF SPAN 1•B(2(2.17 02 OB 72 1 IM USE(1)BRASS PUSH LOCK -- ® 2 1• /—� OR 11)5/16-18 THUMB 132 76 __ SCREW I D THREAOEO LOCXING DETAILS FOR TRIO(3.T) - --- A INSERT 77 AT t/3 SPAN CENTER MATES B2 8� SEE END STRIP 5 TO TO AN FROM SHOWN ON RANDOM ® SCHEDULE FOR MAX. {(^1 g BOTTOM OF OLE SH R L In 3 RECEIVING HALE SHALL BE 30 DETAILS 3'BIO(4.7') 0 B6- SPAN WHEN USING Ix d S"MAX WIDTH,UP 70 13 __.. ® 7 - 20,408,40b OR 40c, z 1'HEIGHT 30 AL(.T'NO __ __ _.0 pG 1AX. WITH 21 TOR ZSR g'� 2T C m 112 I In USE TER STRIP IE -- - - -- 1� 7 ) STARTER STRIP E g -- 1.6.03• 3 8T 2U PROVIDE CLOSURE 9 t3 X0.093' FOR ID T 83" BUILDING COND BONS. I 3 zI a 8 E (INSIDE) 04 78' FASTEN STARTER S1RIP 3 0 TO TRACK W/(2)11110.1" v t�t3' 4 1 SCREWS AT CORNER.TOP I Xo.1za ALTERNATE END STRIP DETAIL a BorroM P 133 �Fwi 0 p SCALE 3--V-0" ANY TRACK W/SCREW Ti "v4� ss 1 BUSSES. IJ SRL O �n W EUII GXFwteR svnns OR 10Ap5 tNAN N SHOWN IN FxD 6C AW-C FNA /- STRIPS REl)l1IRE A A V t'XI'.09f1'Lop ANGIE yqg t V7 \ MID SIANOSING Al.I—/ E.T TIN: EXISTING GLASS a d v 13 SCIIFN1 OR 1/4-M ROLT TO ENDS p. U$E 111 BRASS PUSH LOCK 30 aw USE(11 BRAS $PUSH LOCK UR 11)5/16-18 7FIUMB 13 am OR 1115/16-IR THUMB (INSIDE) 114C }��R7 SCREW 1p17�O THREAOEO �- �� n SCREW 1 O TMREAOED y = I 1 INSERT U 1/AT 1/3 SPAN o-Q"- INSERT(N3.7L)AT 1/3 SPAN SIL I. $� IEiC TO 2/3 STAN FROMv�j TO 2/3 SPAN FROM !/ R BOTTOM OF SHUTTER i (OU TSIDL) n BOTTOM OF SHUTTER R RECEIVING HOLE SHALL BF. R!p a 3/B"MAX WIDTH..UP 1(5_ --- T t"HEIGHT, TYPICAL OUTSIDE COR14ER CLOSURE _ - - CC1 DETAILS WO/CORNER POST - _ 5 30 NTS 13 CO PYNIL ��� rT 13 31 215 ,3 3 (OUTSIDE) 15-2339 2 SIL L 1� USE 111 BOX LOCK A7 t/3 SPAN TO 2/3 SPAN FROM pA��Pj4f1(t`RTt7L BOTTOM OF SHUTTER OTYPICAL INSIDE CORNER CLOSURE 91 CC2 prsAllS WO/CORNER POST Yg MULTIPLE SHUTTER ASSEMBLY _ E�n SCALE.3'=1'-0" I rM.x L lENNARDOf►.0 TYPE REFERENCECI CONNECIAINCHOR EXISTING HOST SCHEDULE FOR MAX. STRUCTURE /4 SPACING .I/\� CI CONNECTION TYPC '-1/4-20 MACHINE BOLT VVVIN REFERENCE ANCHOR 3/2' W/NUi 12"0 C OR I p / \ SCHEDULE FOR MAX #14 SMS(10 6-0 C / SPACIN 3/2- (TYP.TOP b BOTTOMI Z FASTENERS ALUM. TURF EACH ANGLE 8063-T6 ALLOY SEE TARLE A FOR SIZE. — I N c5q)O OAT 1+ J Z1 T 1'•x 2"x 1/B" I � I 0R ALTERNATE THRU BOLT OR 2"z Y z 1/B` I` C1 CONNECTION TYPE . O ALUM ANGLE o _ y REFERENCE ANCHOR HIM GLASS 6 w �I I-Ali 3 13 s t SCHEDULE FOR MAX SEPARATION 1 w �Q SbQ yS S THREE 3/16'•0 ALUM. o I. �; SPACING PER TAOLE2 FaIA" X p-C z` POP RIVETS OR /I' I I GLASS = 4-, 6w 8n THREE 012 SMS,TYP o 17 I - ( I DR DOOR ut 4 4 3"'3 ru 5/16•'0 ALUM POP ---M 5 17 RIVET OR 012 SMS ! •_�"-- I �� Q & Nyi p is-O C.(TYP) TABLE A(cm)AIRE s UR a DR Z p ►RLSVS A110WABlE LENG MAY USE MALE OR ��_�� wti� -� !)U _ p 0#o 0/O N.y010 FEMALE LOCK-SLAT 61 110' IOP t3 ALTERNATE THRU BOLT I 1/4"MAX ROM PIN C5 CONNECTION TYPE t, n 126• 17r O TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR CI CONNECTION TYPE -___ UIDE TO BUSHING CC3 REFERENCE ANCHOR '"I WASHER(TYP.I 02 11! /7T NTS SCHEDULE FOR MAX SCHEDULE FOR MAX .1 ® e, 1 w 7 93 llf UT SPACING ~�� �1 1az llf' _ 160n_ __ __Its to x3+4"SMS p 9"O C F C '� ANGLE TO TUBE CONNECTION m 9 120 �p1�-- 167• 2"x 2"x 125., er�1 m 1 131• TABLE B(RM) EXISTING HOST EMBED ' 6063-16 ALUM TUBE 13 1 6T IIT PRESAIRE VS ALLOWABLE LERGM STRUCTURE 5 CONNEC710N TYPE =m'IQ yo 3MlI�IN 1�+ EDGE DISTANCE REFERENCE ANCHOR c Fsp 0// WD SCHEDULE FOR MAX {2 117" 16Y SPACING E G 72 for 1ST ASTENER(m 18"O C. ALTERNATE BUILD OUT MOUNT SECTION 9 3 (USE ANY ANCHOR SHOWN Cb R $ P82 101' Mr IN ANCHOR SCHEOULEI SCALE 3".1'-0"90` 13ru• 17T 7f 100• / Cw p 6T 9P � r ui fi 2-x 2"x F n 3/16 RIVET OR 0#12 SMS OOH 090"6TUBE T I O (�10"O C. OR t/4-2V ALUM TUBE TYP MN ours 1 r IA w O NUI bBOL71TYP1 1 '�'��, PARATK44 Iu^ R1 S 3/16"0 ALUM.POP AQy' _k TABLE N phW ALUM. LUBE RIVET OR 0#12 SMS dp$,- GLASS 2 X 0Z63 B !EE 0061-16 ALLOY 10"O C ITYP.1 L a OR DOOR < O<F a a a a SEE@ FOR 9ZE. 2 FASTENERS 2"x 5"x 1/B" "'° £ 4 N x CONI INUOUS t EACH ANGLF ALUMINUM ANGLE2^x 093"6063-T6 OPTIONAL ANGLE INSIDEALUM.ANGLE.TYP THREE 3/16"0 ALUM 17ORIENTATION 7YP.o POP RIVETS OR 17 �� THREE 0#12 SMS•TYP cit1OR 2'z 2`x 1/B` 4 CCINNECTIONTYPEEFERENCEANCHOkALUM.ANGLE I SCMEOULE FOR MAX �x�i �o —USE MALE OR FEMALE LOCK-SLAT' SPACING O1PRI0 F!IMLB1►IfA FE 13 --EXISTING CONCRETE. a 13 BLOCK OR WOOD FRAMING 15-2339 A OUTSIDE O INSIDE SILL MOUNT SECTION " ^_ + X12 x 1/2"GALVANIZED LE SCALE:3-.1•-0" CC4 TYPICAL CORNER CLOSURE DETAILS DR s s SMS,3/16'•0 ALUM NT.s POP RIVET,OR I/N.-20 SIDE CLOSURE OPTIONS MACHINE BDLT I NUT SCALE:3-.1'-0" �1 ((1 18"0 C FRANK L.MRARDO,P.6 C5 CONNECTION TYPE tt I esls j,hl,V REFERENCE ANCHOR EXISTING SCHEDULE FOR MAX STRUCTURE �� n O O SPACING 5"MAX 1/4_20 MACHINE BOLT Q: 0=W" GLASS �--' w Cl CONNECTION TYPE W/NUT 1 � OR OD O u OR DOOR--• w w REFERENCE ANCHOR 19 2 O.0 ORE(: No OR DOOR u > w 3 SCHEDULE FOR MAX O #It.SMS 10 6"0 C=+ _ a Z F 13 j N O W SPACING 1/2- IT YP TOPE BOTTBMI 13 Z W¢^ MN I= u ^v MN UT W d w GLASS yl F N¢ 'p:. _L "�♦' %N N EPARA TIO V 20 TNRU BOLT W/ GLASS ¢ m 014 x 1/2-SMS 0 12"O C PER X =H w } ^ lar w F1 LOCK NUT(1 12"0 C OR EPARATI £F W F OR 3/16"0 ALUM POP TABLE 7 4Z, n Ok-5, J§(- DJ . S 1 W� In 12 a 1/2'SMS 12"O.0 E.S. PER r = wRIVETS 6"O.0 OR 1/4"0 to OR 3/16"P ALUM POP 1Atx[Z w] ALUM POP VETS 12-OC. ¢ / RIVEIS(d 6"O.L E.S. -'N F IR 1/4"m ALUM.POP RIVETS /' - Ot AND 3O MN GLn55 w �' ///7 I 9 < 12"O.0 C.S.— ASSEMBLY 1/4"MAX FROM PIN sEvaRATION 13 » �M w 2 (® / 1/4"MAX.FROM PIN kWUA U NG PER TABLE2 ~ r.Q, c Utl O9 ANO OO UI 0 USHI G W HER ITYPI - 7=t^=� rv9^ In ASSEMBLY WASHER ITYPI o LASS t� _ k 2 o z i- N $� v2" 1/2'TYP EXISTING CONCRETE, 3 CONNECTON TYPE OR DOOR—{UI ,4l W BLOCK OR WOOD FRAMING EFERENCE ANCHOR onOwCHEDULE FOR MAX £C4 CONNECTION TYPE SPACING aIn m D W REFERENCE ANCHOR EDGE SCHEDULE FOR MAX �� DIST SPACING AS SHOWN t- 1 1! _ -C3 CONNECTION TYPE IN DIAGRAM ON PG 9 W L_ nS 0 6 OR T[�J REFERENCE ANCHOR EXISTING CONCRETE. ` SCHEDULE FOR MAX. BLOCK OR WOOD FRAM114U 1/4' AX FROM PIN /2 SPACING ALT FASTENER Cl CONNECTION TYPE GUIDEMTO BUSHING LOCATION.FRONT AND REFERENCE ANCHOR 1/ WASHER ITYP.1 T \ 1/A'MAX FROM PACK ANCHORS NOT REG'0 UB INSIDE MOUNT SECTION SCHEDULE FOR MAX 1 wD WITH THIS LOCATION SCALE 3"a 1'-0" SPACINGW PRI GUIDE TO 5 CONNECTION TYPE r E' BUSHING WASHER INSIDE MOUNT SECTION REFERENCE ANCHOR a $n IrrvT A SCALE:3-=1'-0" SCHEDULE FOR MAX >€"a n EXISTING COHERE iE, SPACING p aOc BLOCK OR WOOD FRAMI EMBED Cd BUILD OUT MOUNT SECTION �� b i +� TYP BOTIOM EXISTING CoCONCRETE, SCALE-3'.1'-0" _ E BLOCK OR WOOD FRAMING p E ] EGG 1ST X1571NG g NOTE FOR DETAILS A,B,D,AND E ON THIS SHEET, 4 CONNECTICNI TYPE EMBED Si CONNE E .£ THE BASE TRACK MAY BE INSTALLED IN SECTIONS o REFERENCE ANCHOR 5 CONNECIIOII TYPE WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS SCHEDULE FOR MAX REFERENCE ANCHOR 75 a MA MINIMUM OF INIMUM OF 2"LONGE THE SILL OTS OF RORS CEIL NG TRACK S b SPACING SCHEDULE FOR MAX USED WITH THE BASE TRACK MUST BE CONTINUOUS SP ACING OVER THE GAPS BETWEEN SECTIONS. 3 1S 1O'.1R 2O w 1/2" c w p h GLASS u OR DOOR MN0.ASS w 012 x 1/2'SMS(®12' AAI 1 Z z u m ~Twit p o^ F"' O.0 OR 3/16"0 ALUM, PER In p yt¢ I1�I 13 N W w R rw]] POP RIVETS(P16"OC TADLE2 X 0Z1- OlA55 OR tL MN.0.A =_ _� �i?!fi��G r �^N W W OR 1/4"0 ALUM POP Q w¢a DOOR P A l to it o O Ut¢ IS MN GLASS 13 rV'z RIVETS Col 12'O C T yl PFR TABLE t a w 3 t- �Qt SEPARATION _ O 0¢ _ - £'�-IL h, PER TABLE 1 e j o rt OT AND 1/4"MAX FROM PIN I/4-10 S 5 MACHINE <N fi £ / ASSEMBLY 1/2" GUIDE TO BUSHUIG gQ d SCREW 6 NUT(ID v 1¢ 1/2.. T P. WASHER(TYP.) 12"OC. GLASS p m 1/4"MAX FROM PIN_ Y T ji OR DOOR _ x 1/4"MAX.FROM PIN E '4 CONNECTION TYPE O 1/2" GUIDE f0�B"US`HINIi ¢q46S$9 ¢ GUIDE 1 U BUSHING w REFERENCE ANCHOR O WASHER ITYP 1 �L R D 1 1a = WASHER ITYPI EDGE SCHEDULE FOR MAX j. CCIOegRR1YKlIRMYWFE ^ 5 6 T EXISTING CONCRETE, DIST. SPACING AS SI OWN 2 CONNECTION TYPE H s BLOCK OR WOOD EXISTING CONCRETE, 4 CONNECTION TYPE IN DIAGRAM ON PG 9 REFERENCE AN 15-2339 FRAMING BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. waF+ OR SCHEDULE FOR MAX SPACING PAOOouCRnnom, x 3" CONT 3 CONNECTION TYPE #12 x 1/2"SMS(B 12" SPACING ALT.FASTENER EXISTING CONCRETE, " o[.1-T6 ALUM.ANCiLE REFERENCE ANCHOR O C OR 3/16"0 ALUM LOCATION FRONT AND - tAY BE REVERSED SCHEDULE FOR MAX POP RIVETS LA 6"O.C. BACK ANCHORS NOT REO'U BLOCK OR W000 FRAMING 5 SHOWN DASHED) SPACING OR 1/4"0 ALUM POP WITH THIS LOCATION RIVETS P 12"OC. CEILING / INSIDE MOUNT SECTION �1 OD WALL MOUNT SECTION O (D WALL BUILD OUT It SCALE:3"s 1'-0'• SCALE:3"-1'-0" SEC I N rO K L. ER P.E. MN GLASS _ 111 /47 9 •1 ?i GLASS SEPARATK)N Z W OR DOOR PER TABI E 2 13 G 1 W C w GLASS OR NDOOR NOPE 0046r, d j<Z GLASS ORMN GLASS =*' b W 1 DDDR SEPARATION _ " N M N PER TABLE 2 A MN CLASS W W co STA - f • Ur PER TABLE 2 I- SEPARATIONa F,0 1 O ft N ~ N ////I•�Ill DIyy t7OI Z hz rwv 3 O m 13 110, 13 Z� ��9���� £ W Z Cl CONNECTION TYPE ¢ o z S /2 1 1/4"MAX FROM PIN GUIDE u< REFERENCE ANCHOR T_o. L�i1 W VM 10 BUSHING WASHER ITYP 1 29 �. 250" <a SCHEDULE FOP MAX SP CNG I TWO 114-0 WOOD In 0 C MARE WITH 2'!" REFERENCE ONNECT TYPE R 250" bTHREADED PENETRATION SCHEDULE FOR MAX"T"INTO CENTER OF 2X STUDS SPACING MB "T• 14 SMS CA MIOSPAN BETWEEN STUDS FOR TRACK TO 1"x 4" / EXISTING HOST STRUCTURE ^ PLYWOOD A TUBE CONNECTION STUCCO FINISH 1"x 4-x ALU 6063-T6 ALUM TUBE M '2 O DECORATIVE FLOUR TRACK DETAIL O WALL MOUNT SILL DETAIL W�� THIS DETAIL TO BE USED WHEN STUD SPACING SCALE;3".T-0" 0 SCALE:3'.1'-0" �EIEy EXCEEDS THE MAX.ALLOWABLE ANCHOR SPACING. IEEE F y j I I C O WALL MOUNT SECTION THIS DETAIL MAY o ALSO BE USED t SCALE a 3".1'-O" AT TOP =CIO 7 c m ACCORDION SHUTTER W K a m PER PRODUCT APPROVAL I- o -GLASS 1= p m MN GLASS OR DOOR 1- = SEPARATION 13 7 n a IAPER TABLE 2 w K EXISTING WOOD 10.0.421 C� c R APPLICABLE AT TOP X TRUSS OR RAFTER 3-1 P AND OR BOTTOM ¢ A a < (,0 24"MAX.O.C. -I/2',1-1/2' L , 2"OR 3' £ a £ m EXISTING FINISH i MATERIAL �_1/4"MAX FROM PIN GUIDE 2••x S"x 1/8"6063-T6 1/2'MIN.- 11 tl a TO BUSHING WASHER ITYP I ALUM.ANGLE W/THREE I ' s 2'X 31 It CONTINUOUS OR -} —2.17' 6 1/4"TILE(TYP I 1/4"0 WOOD LAG 6 2'x2"wSf1"xCONT1N0005 I FWISHMAIERIAL SCREWS WITH 2-3/4" I yy �f8 if 6061-T6 ALUMINUM ANGLE 3/L"PLYWOOD MINIMUM THREADEDPENE _ [ a i 0.9'MIN.T/i1C2C 6061-75 ALUM TRACK X / —1/4"o A325 GRADE THRU BOLT 7"O.0 EACH R "T'IN WOOD COl 5 6 .I £ �C @ EACH RAFTER OF TRU55. F'V"R l o D sit E ANGLE FASTENED TO FASTENED TO ANGLE WITH 1/4-20 L OR S/16"0 A32S GRADE THRU BOLT OC 12-0 C 24"O.0 MAX WHERE - IE - MACHINE SCREWS AT 3'FROM ENDS GALV OR SS ANGLE EXTENDS BEYOND EXISTING 3 KSI CONCRETE _ AND 9.D.C.FOR THE BALANCE LAST TRUSS MORE THAN-/ W g / HOST STRUCTURE WITH �_ 1/4"O ELCO LILTRACON TO CONCRETE/CMU y"O ELCO ULTRACONS AT EXISTING CONCRETE HOST S"OC W/1-1/4"MIN.EMB. 6", EXTEND ANGLE TD ja2-1/2MIN. STRUCTURE(3DOO PSI MIN) LID NEXT TRU55.3'FROM ENDS AND 4"O.C. OR 1/4"0 LAG SCREW 0"O.C.w/1-T/6"FOR BALANCE WRH lj'� MIN EMB. INWOOD SG.0.42 TO 0.55 wMIN EMBEDMENT IND 214' MAX•DESIGN LOAD AT S'-0'MAX SPAN: EXISTING C ONCRE1E. umMIN EDGEDISTANCE, 62 HOLLOW BLOCKOR VIQTAGGERED WITH 3'MIN. MAX.DESIGN LOAD AT 8'-D'MAX SPAN: w000 FRAMING SEE 2"x S"x 1/B"CONT Z~SPACING,TYP. t 22 P.S.F. ANCHOR SCHEO ALUM ANGLE 16063-T6) n 15-2339 OBUILDOUT MOUNT STRUCTURE YPE OF ^ Pwo�oOF— SCALE•NTS IMA%.DESIGN LOAD s 72 P S F 1 Hb PASS THRU DETAILK�, TRUSS MOUNT SECTION 99 SCALE 3 1'-0" K SCALE•3"v V-0" EXISTING HOST ALT.LEG DIRECTION PlOOV T al6SIvxjA x0oi STRUCTURE 1/4•ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN 12'MIN FROM EDGE OF ACCORDION -ROUND WINDOW EMBED IN CONCRETE OR HOLLOW BLOCK,3•MINIMUM EDGE OF SHUTTER, SHUTTER BLADES ASSEMBLY {1/2" SPACING,AND 3-MINIMUM EDGE DISTANCE ' TOP OR BOTTOM - _ � (2)6063-0'6 ALUMINUM - ANGLES PER BEAM END,SIZE r PER SPAN TUBE SCHEDULE _•* EMBED. SPAN TUBE PER - DESIGN SCHEDULE IJ p n �- L� ACCESS HOLE 1/4-20 MACHINE BOLT W/NUT @ O E F EDGE OF ACCORDION �T, P/ SHUTTER BLADES i6 12.O.0 OR 014 x 3/4•SMS 6"O.C. i�� 3.5'MIN TYPICAL II 1/2"MAX. -, /7 14•' ggg� 3*MIN S 6 � � >QQUEt EDGE 3 iE W za <W S 2.875"0 HOLE(TO RECEIVE DISTANCE II MIN.GLASS 13 Z u�' n O eW ROUND WINDOW ASSEMBLY) EXISTING Q SEPARATION MAXIMUM OF 3 WINDOWS GLASS OR PER EVERY OTHER BLADE DOOR 1 LIGHT-N-VIEW WINDOW EDGEN I/2"MAX aN OQ a }r n H $ N.T.S. EXTERIOR ELEV =p DISTANCE - I 5 6 - N N T R m LL �E o O 0 3 16 1!t••IIA..fROH Pin GUIDE G FTO BUSHING WASHER IT YP 1 -' F a ACCESS 114-20 MACHINE BOLT W/NUTS '^In 1/2' 12'O.0 OR 014 x 3/4•SMS 6.O.C. 2.875'0 MOLE TD .1-- - HOIt -SPAN TUBE PER i RECEIVE ROUND EMBED. I DESIGN SCHEDULE [ '3a WinOow ASSEMBLY _ 1/2• "�(2)6063-T6 ALUMINUM 1- a I� Ax. ANGLES PER BEAM END,SIZE O' EXISTING PER SPAN TUBE SCHEDULE ! d HOST 1/4"B THRU BOLTS SEE BEAM zm STRUCTURE 5CHEDULE FOR REQUIRED NUMBERS --o -- I/4"ALL POINTS SOLID SET ANCHORS WITH 7/8•MIN E BED IN CONCRETE OR HOLLOW BLOCK 3•MINIMUM (S(, SPACING,AND 3'MINIMUM EDGE DISTANCE 0.125" 0.125' 0 032" 0.032" MAX.DESIGN LOAD t 72 PSF O -_`\ - 3 SPAN TUBE SECTION 0.196 / 8 N.T.S. VERT SECTION p�� p 9S• \ SPAN TUBE SCHEDULE NUMBER OF ALLOWABLE TUBE NUMBER OF µCHpORS PER NMIMUM ANOtE ROUND D�IitE BHU SFA I OPAN 71f11F001T9 AN LENGTH WINDOW TOP-eoTiOLi--ioP eoTTaM Too enrroN -'Tao_.l eprraiA Will' Q ASSEMBLY TUBE TUBE TUBE TUBE TUBE TUBE nw TUBE i( S / n W" 119.0• 135.0' 1 1 7 a 1• "N r d q C / BB' TBI.r ,Oa.T 2 1 a 3 r 0.126' 123• 00.1 -Bt.r - --- 1 - 8----3 -W13rir T r 210>< .0' 120.1' 167A• 2 2 2 8 9B• 114.r 124.1' 2 2 3 a 0.120' it 102.8" iO9.r 2 Y 4 4W 130.0' teB.r 2 2 3 a� 00 122." 1�.T 2 2 3 4 OZ.87a' 0.12.•@3.250 tar tta.r 140'.4 1 a 4 sev 4x>tlrx -yB- e.� 0.107? -120' 132.1' 20Ar o . T LIGHT-N-VIEW WINDOW 29 n i/ SPAN TUBE SCHEDULE NOTES: OWIIRIf tIWRL BN4O0FE N.T.S. saBIC PLASTICS 51X14310'-UL-94H0 - x x 2-X5,11/4'ANGLES FOR 2'x5•a 2•x6•BEAMS. 15-2339 2. USE 2'.5'x1/4•ANGLES FOR 2'x6"A 2'x10'BEAMS. xc a 3. USE BEAM SCHEDULE FOR DETAIL 3/8. PA"B�(ertQNI 4. TOP B BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER CONNECTION DETAILS.WHERE USED TOGETHER,BEAM MUST BE LIMITEDTO TDP BEAM SPANS. S. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND 2 BLADE W ROUND WINDOW BELOW THE BEAM.MID-SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, 99 ANCHORS ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS N.T.S. EXTERIOR ELEV ABOVE AN(D BELOW THE BEAM. 8 6. IAP BEAMS ARE NOT ALLOWED. Co 7. ALL BEAMS AND ANGLES TO BE 6063-TG ALUMINUM. O ANCHOR SCHEDULE: CONCRETE FANR(L WYNAR00 L 1 1 r PE0046549 / ,• 2.5'MIN EDGE DISTANCE __G �Spens Up To 6'-0" Span Up To B'-3' So/m LID To L2'-0" G LOAD CONN TYPE CONN TYPE CONN TYPE ly ' o ANCHOR - s (os)/ c1 Ci w C4 q a C2 I O I a I q C7 C2 I a I u CS '• WO PE004 1/+•RW TAPCON OR ELCO 13 16_0"16.0 IS.O.16.0"18.0'16.0'16.0" 9.0" 13.0"16.0"16.0" 9.4 5.4 8.4 14.5" _* ' UITRACON WITH 1-3p• 33 16.0"16.0=10.9.14,5'160.166.00'12.0" 7.0" 10.10.-4 16.0"15.0• 7.4 "i 7.5 10.5' t� = EMBED(J192p5 MIN CONCH 02 16.0"16.0" 0.3" 12.3"10.0'16_0" 9.5" 5.5" 0.$" 15.0"15.0" 7.5" ILS' 70 I&0"13.0" 7.0" 11.0"10.0"15,5' B.d' S.0" 7.6" 11.5"15.0" 7.6" 4.4 -7.4 10.F ��11Z �; aha 100 15.0" 7.3' 4.4" T 10.5"15.0' 7.5 4.5" 7.5" 10.5"ISO- 7.3" 4.4 7.4 10.6' T 7 �oJ COMGINA TIOII.0-,, STATE IV Q _ 9 / OO COMBINATIOIG ®r" ��1/4'MILLENIUM MILLFAST 13_18.0`L6.0"15.0'16.0"16.0"16.0.16.0" 9.0" 17.5'16.0"16.0" 6.S" 5.5" 90' 135" �F '•�(pRlpWRH 1•J/4'EM6lD(JZ75p9 53 16.0"16.0`11.0"14.0"16.0"16.0.11.0" 7.0' 10.3"16.0"13.5" 7.0" 4.4 7.4 9.5" )MIN CONCRETE) 62 10.0"15.0" 0.5. 13.0'tBA"16.0• 0.4 5.5" R0" 13.5"13.5" 7.0" 4.5" 7.5" 9.5" O 117 ONAL $ _ 70 16.0"12.0" 7:0" 11.0'16.0"14.0" 7.0" 4.4 B.0" 10.T 13.5" 7.0" 4.5 7.5" 9.6" 711111 1 I ''_^^ j QV 100_L3.5" 7.0" 4.5 7,4 9.5" 13.5 7.0" 4.5" 7.5 9.5 33_5" 7.0• 4.4 7.4 9.5" u 44 1/P ISAD CRBTEPLf 554 47 16.0"16.0"16.0"16.0"16.0"16.0"16.0"13.5'10.0"16.0^16.0"12.4 6.0" 13.0"16.0" Z^ t W/2'EMBED(3350PN MIN 37 16.0"16.0"10.0"16.0"10.0"t6.0I 0"10.0"LS.S'18.0"16.0"10.0" 6.S' 11.0.14.0" I■S ITYP 2■5 11YP 1 W to ��) 62 16.0"16.0"12.5.16.0"18.0"16.05" 8.0" IJ.0"18.0"16.0"10.0" 6.4 11.0"14.0"70 10.0"16.0"105'160_'16.0"1605" 7.0" 11,5'15.0"18.0"10_O6.5110"14.0" In 100 16.0'10.0" &S 11.0"ULD"1&00" 6.4 11.0"14.0"]&0"10.0'-BLS' 11.0" 02 d8 _ 1'MIN EDGE DISTANCE _ �C cl Q w C4 q Cl C2 w U q Cl CZ w C4 ES NOTE "S"INDICATES ANCHOR SCHEDULE SPACING O 114'ITW TAPCON OR ELCO 43 16.0"116.0"17.5" 0.0" 16.0"16.0.16.0" 5.0' 5.5" 16.0"16.0`19.0" 3.0" 4.0" 14.0" SPACING DIAGRAM FOR CZ & C4 CONNECTION TYPE: I{ UIiRACON WITH 1-314• $3-16.0-116.W 5.5" 6.5" 16.0"16.0"12.0' 4.3" 16.0"14.4 7.5" 10.0" -C2 CONNECTION TYPE USING PIECE WITH OUTSIDE IIQ7lg ANCHORS ONLY [� EMBED MIN CONCH 82 16.0"155' 4.5" 5.5 16.0.16.0` 9.0' 4'0" 14.514.5" 7.4 10.0" - CC CONNECTION TYPE USING PIECE ®WITH ♦ 70 0"12.5 4.0" 5.0' 16.0"15.0" 7.5' '11.0"14.5' 7.5" 10.0" OUTSIDE ANCHORS ONLY 10.0" 70.0" 4 A 1/1'MILIENIUM MIl1FAST 43 16.0"16.0"11.0'13.5"16.0"16.0"13.0" 6.S" 9_S" 16.0"13.0" 7.0" 4.0' 6.5" 10.5" 1 WITH 1-3/4'EMBED(3275po 53 16_0"16.0" B.0" 11.0"16.0"10.0" 9.0_5.0" 7.S 16.0^10.5;S.S" 5.5� 7.5" W ANCHOR NOTES: yy�J MRL CONCRETE) 62 16.0"115" 6.0" 9.0. 16.0"13.5• 7.0" 4.0" 6.3" 11.0"16.5" SS" 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCH00.SPACING H'a �j P Q�NILLLL► 70 16.r 9.4 5.5• 0.0" 16.0"11.5 S.S" SS" 0.5" 10.5 S.5" 5.5" 7.5^ ONLY,ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE H o 0 G 100 t0.5" 5.5^ S.5 7.5' 10.4 S.T 5.3" 7.5" 10.5" 5.5" 5.4 7.4 " B LIMITED TO THOSE SHOWN IN TA13LE I(Pg 1). z0 IH'ALL-POINTS SOUD-SET _ _ _ 1-3/4-WN EOOE DL9TANCE L� d u ANCHOR W/7/8'EMBED 6 Cl C2 w C4 q CI CZ tl C9 q Cl C2 w G/ w 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, _ED. 1/1-20 SS MACHINE SCREW 43 16.0't6. &5" 10.4 16.0"16.0'12.0' SS' 7.S' 10.0"12_5 &5' 3.0' SA" 10.0" ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR UALTO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER g (3000px MIN CONCH S3 16.0"15.0" 8.5" 8.0" 16.0^10.0" 0.5" q.0" 6.0" 15_-5"10.0"1..0" q.0" 7.0" THAN OR EQUAL TO SHUTTER SPAN. I� 12-5' 6.S' 3.5" SO" 10.0'10.0" S0" q.0" 7.0" E �A '1"L7 70 16.W.19.0-.14,5"I6.or 10.0"10.5• S.Y'13.0-14.0- 8.0"110.0-110' 4.0" 7.0" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. - RI IDD 10.0" 5.0" 4.0" 7.D" 10.0" 9.0" .0" 7.0" 10.0" 5.0" 4.0• 7.0" 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE E o S 1/4'ALL•POINTS SOUD-SET _ - 3'MIN EDGE DISTANCE -- BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER Cl C2 w C4 CS Cl CZ tl fA CS Cl w $ ANCHOR W/7/8'EMBED A Q G CS ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF +0 1/4-20 SS MACHINE SCREW 47 16.0 16.0'16. 16.0"16.0'16.0"16.0"11.5"16.0"]B4O"16.0'11.0" 7.0' 11.0"16.0' CONNECTION TYPE. (300DpN MIN CONCH _53_16.0"10.0"13.5_16.0"16.0"16.0'14.0"'6_5 13_S 16.0"16.0" 8.4 S.5 9.5 12.0' S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE CC 62 18.0"16.0"10.4 16.0"16.0"16.0'11.0" 7.0" 11.0"16.0"16.0" BS" 5.5 9.S' 12.0" ONLY. 11t S C •� 70 16.0" ILS" 9.0" 74,0"16.0"16.0" 9.0^ 8.0" 10.0"33.0"16.0" &S^ 5.4 9.5" 12.0• 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE Tl1E ANCHORS ARE INSTALLED TS 100 16.0" ILS" 5.5" 9.5" 11,0'16.0" 8.5" 5.5" 9.4 12.0"L6.0" B.5" S.4 9.7" 11.0" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT r` I/4•POWERS SS DROP-IN 2-5/8'MLN EDGE DISTANCE _ _ _ LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER I W/1/420 SS BOLT ANO Cl CZ tl OI CS Cl C2 C3 C4 CS Cl u tl q cs FINISHES. I-EMBED(30DOP31 MIN 13 18.0"16.0"14.0"16.0"16.0' 16.0"14.0" B.0' 12S 16.0"14. 7.5' S.0' 0.0" 11`4 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WQOOp FRAMING CONDITIONS fil'^o- i CONCH 62 16.0"12.5 7.5' 12.0"16.0"14.5" 7.5 5.0" &5" 11.5"11.5 6.0" -4.0' 7.0" &0" MEMBERS LN07 PLWVOOD.F�NTNG 70 PLYWOODTHAT FASTENERS ARE INTO EI5UACCEPTABLATC WOOD E FRAMING FGOR a i i ljl� 70 16.0"10.0" 6.5" 10.5"16.0"12.0" 6.0' 7. 9.0" 11.5 6.0" 4.0" 7.0" 11, SIDECLOI:URE PIECES.100 17.4 6.0" 4.0' 7.0" 0.0" 11.5" 6.0" 4.0" 7.0" B.0' 1.5 &0' 4.0" 7.0' &0` 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF(STUD)FRAMING,FASTENa>t a dd a �� 1/4'DOWERS SS DROP-IN _ 1R MIN EDGE DSTANCE EDGEHAL DISTANCE IS OCATEDACC�EPTAB�I.EOFOR WOOD NOMINAL FRAMINGM(NLAG SCREWSHALL• d S(dC ! e W/1/4-20 S5 BOLT AND u CI tl C4 CS Cl tl tl G tl Ci C2 tl ci C5 HAVE PHILLIPS PAN MEAD OR HEX HEAD. p 1'EMBED(3000D51 MIN 43-16.0"16.0"15.0"r§2.51.� 16.0'16.0"14.5" 9.0" 13.4 16A'15.0" 7.5"_5_0".9.0. 12.0" 9. MACLIINE SCREWS SHALL HAVE MINIMUM Of i/2•ENGAGEMENT OF THREADS IN 6 F1 CONC) 53 16.0"16.0"111.5^ L6.0"16.0"10.0' 6,5_10.4 16,0"12.0" 6.0' 4.0" 7.5' 0.5 62 16.0"17.0" &0" 16.0"IS.O" 8.0�S.0" 9 0 120"12.0' 6.OT S.T 7.5" &S HEAD(ASE NCHOOR AN BOLT),U. N ITHER A PAN HEAD,TRUSS HEAD,OR WAFER10.0"10.5",7.0" 16.0"12.5 6.S' 45" 8.0" 9.5" 12.0" 6.0" 4.0" 7.S" &5• ��8.5 ILO" 6.0" 4.0' 7,5" 0.5" 12.0" 6.0" 4.0• 7.5" 8.5'• Ul DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. -6-1 _ _ 2'MIN EDGE DISTANCE _ _ • DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, �i�i s12 SMS W/2•EYEWALL 6 ci-C3 C4- CS Cl CZ tl C1 C5 CS t1 w CA C5 NUT OR WASHER WINGNUT. ARMOR INSERT W/2'EMBED CVfIOII PINIlL[I1WOpFE 43 16.0"16.0"11.5.14.0.111.0"16.0"16.0" 7.5"_10.0"16.0"16.0 9.0" 4.5• 6.5 13. 15-2339 (2oo0pW MIN coxc) Il. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. 53_16.0'116.0' &5 11.0"16.0"16.0"11.5"9.5" &6•116.0-11q.6- 7.0 3.5-5.5 10.0" 61 16.0'35.0" 7.0" 9.5 16.0"16.0" 9.0" 4.5 6.5 14.0"14.0' 7.0• 3.5 S.5" 10.0" 12. WHEN ANCHORING 70 HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED 70 PCAty 8 70 te.a'12.0" &0" 0.0" 16.0"14.4 7.5 4.0" 6-0" 10. '14.0 7.01 3.5 5.5' 10.0" DRILL INTO HOLLOW BLOCK NOR SHO LD IMPACT DRILLS BE USED TO INSTALL P/y6 � CONCRETE SCREWS TO HOLLOW BLOCK - pMl -__-_-_--_-__ 100 U:0" 7.0" 3.4" S.5 10,0"14.0" 7.0" 3.4_ SS 10.0"14.0" 7.0" 3.S' S.5' 10.0" s13 5M4 W/2.75'EYEl9ALL 13_ 16.0'16.0"16,64 16.0"16.0"16.0"16.0"10.0'14.0"16.0.11 16.0"11.5" 6.0" 9.5" 16.0" ARMOR INSERT WJ 15' S3 16.0"16.0"12.0"18.0"10.0"16.0"15.0"7.5" 11.0"16. 16.0" 9.0" 5.0" 0.0" 13.0" 9 EMBED(20OD;W MLN C'ONC) -6] 16:0"16.0" 9_5" 13_4 111,0"10.0.11.5 8_5""_ 9.5' 16.0"I6.0 9.0•_ 5.0".8.0" 13.0• 11.5"16.0"18.0" 9.5" S.5" &5" 74.0"16.0" 9.0" S.0 e.0" 13.0" 100 16.0' 9.0" 5.0 8.0" 13. 16.0" 9.0" 5.0 0.0" 13,0.16.0" 9.0• 90" 0.0• 33.0' gLEW�� 1 CONC) MAW 1-314*EMBED(35000 PUN Fr.T.2 Mill No CONC) EN IN gig! NMI I ' ' OEM ®EUmii®��®r�%/iiii/yir�m ''///.1//////,l//%%//,IGME�31�® %/% %///i'r////,/f�/% /%// Effifflffiffloo �� //,/� i G� ff"X/ i /ari a, /. �/ai viii�/iii/�// ANCHOR W1 1 lw, � %8//// %1/ �%%% /�////%/%'//// il I ell o%�//iy91f/%//%%i ,.• �m®�ao®o©moo©nm©©mmmmm©mm©©©®m© ® �FMIM ///�®EM////%i'i// FUMMy/// ■mmmmmmo©mLUX mmowam EDGE D KE mmmmomm©mo©mi�mmmm© EG7'GI' ////,%/////.%///%.�fY//%fv////�%/lOiiY//A%//�%///�%///�%.fl%%//.f�%//y%//6fs�EE�y/////�®�%/,lf•O////r�l��''//�f//// m©mmMINES ©mmo©onommuMBIEN c ce%/.fly %%/%%///////%////'////%/////S MuIMrM01%1.INIMF�EM�1,/,P/I11 Y////0(//iceEMEM ME///.%/%� [mil // %i /. , i %/ ®� U// %////� /aw FIR m WINW///1y/01% %//i f// �////%s/1'//,%/ /�/il%i%%i INS � y ////i / f%l/. %/ %///' 10 ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCKIRAN"L SSNNAADO,.:E. ``31111111 6Plpa46Y, r MIN EDGE DISTANCE �--Spans Up To 6'-0" LOAD Soapa Uo To B'•3' Sp4 f o lY•0" - �y�''SIC '• r CONM TYPE CONN TYPE CONN TYPE �"'• ti _... S ANCHOR IP'Q co Q C3 C4 CS CI Q C3 C4 I Q Cl I C2 I C3 C4 CS *.. NO pE004654 '. M12 SMS W/2-EYEWALL 43 f6-0"t63Y' 7.5" 9.0" 16.0"15.5" 8.9" 4,5" 6.5 1S.S' BS" 45" 4.0" 7.A" _ 7s ARMOR INSERT W/1-1/4' S3 16.0'10.4 5,0" 7.0" 16.0"11.0" 6.0" 3.5" 5.0" 11.0" 7.0" 3S' 3.5" 5.0` _ �rtt�s• _= Y EMBED 6x 14.81 7.716 �.O" 7.0" 5.0° 70'11.5" 8. 3.5" S.S 12-5�' 7.4 3.5 3.5 5.5T 7.0" STATE OF �77y ��puIM E 100 7A" 3.S" I ].B"5.0" 7.0" 3.5" 3.5" S.0' 7. 35" 3.5" 5.0" '•�(0"IDA.•.• JG M, 8p gin ANCHOR SCHEDULE: WOOD (G=0.55) / s I i$ /;9NAL1E3� , 4"MIN EDGE DISTANCE N _ >aU i LOAD Spans UP To 6'-0" Sora Uo To 8'-3" Spens Vo To L2'-0" y4<W O �+ (� CONN TYPE CONN TYPE -CONN TYPE Z .-NUM m a x ANCHOR Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 G1 CS W S N 9 �� 1/4•UO SCREW WITH 1-3/4 43 16.0"16.0`11.5"112.51160116.0"18.01' 7.4 9.0" 16.T 16.0"14.5" 4.5• 60" 160" THREAD PENETRATION MIN TION 53 16:0"16.0 6.S`10.0"16.01'18.0"18.0" 6,0" 7,0" 18,0"16.0"11-5' 4.0" 5.0 16.01' N c i 62 16.0"16.0" 7_0" !.5" 16_0'16.0"14.5" 5.0" 6.0" 16_0"16.0"11-5" 4.0"5.0"_iad` o w W 70 16.0"16.0" 6.0" 7.5 I6.0"16.0"11.5" 4.0 5.5" 16.0"16.0"1L5 4.0' 5.0" L6.0" O 100 1a0"I1.S" 1.0" S. 16-0 16.0"11.5" 4.0" 5.0" I6.V'16.0"1L5" 4.0" 5.0" 16.0" 7/16•WOOD BUSHING WITH 43 16.0"16.0" 60" 10.0"16.0"15.5' 8.4 4.5 7.0" IS_S" B.S" 4.4 4.4 7.0" 1-13•MIN EMBED 61/4.20 53 16.0"lOS' 5.5" 6.01' 16.0"11.0• 6.0' 3,4 3.5" 11.01' 7.0" 3.5" 4.0" 5.0" SS MACHINE SCREW 62 14.0" 8.0" 4.5 6S' 145" B.O" 4.5 3.0" 4.5 7.0' 7.0' 3S" 4.0" S.o" 70 12,0" 6.0" 3.5" 5S' 125" 7.5" 3.5' 4,0" S.S. 7.0" 3S' 4.0" SA" Oo 100 7-0" 3.5" T 1.0" 5.0" 7.0" 3.5 t.0" 5.0• 7.0' 3.5" 4.0' S.0" C' 2, 3 .14 SMS OR 014 WOOD 43 16.0"16.0"12.4 14.4 16.0"16_0.16.0" 8.0" 30.0.10_0.16.0"11.5" 5.0" 7.0" 160" % SCREW WITH L-3/1•MIN 53 16.0"16_0" 9.0" 11.5"t8.0"16.0"I5,0" 6.0" 6.0" 16.0"16.0" 9.5" 1.D" 5.5" 13_01' w 38 THREAD PENETRATION 62 1616.0" 7.S" 9.5" 1_6.0"160"11.5" 5.0" 7.0" 160"16.0" 9.5" 4.0" S•5" 13.0" y Qaooammnso• moi 16.0" a5" 8.S 16.D•16.0.10.0" 4.5" 6.0" 140 16.0" 93"1 4.M I 5.4 113.0.1 C1 100 IiQrl S" 4.0" SS`113.0"16.0• 9.5' 4.0" 5.V 13.0"18.01' 9. 4.0•1 5.S"131 W ANCHOR SCHEDULE: WOOD (6=0.42) 03 z 3/4•MIN EDGE DISTANCE _ ScansUR To 6' ' 5mm UP To ;:0lRtUp To 12':0= T� 0 -0 8' i ANCHOR CONN TYPE CONN TYPE CONN TYPE CI I C2 I C3 CA I CS C1 I C2 I C3 I C4 CS ri I C2 I Cl C4 I CS 33 3 1/4'LAG SCREW WITH 1-3/4 43 16.0"16-019-0- 10.0"16.0"16.0.16.0"1 5.5 7.0" 16.0'16,0"19.5" 3.5" 4.V'115.0" Q MIN THREAD PENETRATION 53 16.0"16.0" a5• 8.0" 16.0.160 1 12.4 4,4 5.5" 16.01'15.0"17.S" 3.0" �_0' ILO" u 16-0"16.0' S. B.5" 160"16.0" 9.5" 3.5" 5.0" 15.01'15_0" 7.5" 3.0" 4.0" 11.0" �y 70 16.0"13.5" 4.5" 6.01' 16.0.ILO' Jr83.0" 4.0" 11.4 15.0 7.9" 1.0• Morl 11.0" d ___ __________ 10D 15_0" ZS' 3.0" 4.0" 11,0"_!5.0; 7S'_ 3.01' 4.0" 11.0"15:0 7.S" 3.0" 42" LLD" .ta SMS oR efa w000 43 16.0"16.0" 65 10.5"16.0"160.12,5" 5.4 7.0" 16.0"13.0" 65" 3.5 5.0" 10.4 p SCREW WITH 1-3/4'"IN 53 16,0"16.0" 6.5 8.0" 16.0"16.0" 6.4 4.0" 5.5" 16.0"10.9"15.5" 2.4 4.0" 7,S" THREAD PENETRATION 62 16.0"113" SO" 7.01' 16.0"13.0• 6.5 3.5 5.0" IO.S IAS' SS` 2.5 4.0" 7.4 70_18_0" 9.5" 4_5" 6_0" 16.0"11.0" 5.5" 3.0" 6.0" 0.0 IO.S" 5.5"- 2.5" 4.0" 7.5 100 30-5" 5.5" 2.5" 4.0" 7.5"10.5' S.5" 2.5" 4.0 1.5" 10.5" 5.5" 1.5' 4.A" " a ; IE ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK �-� a 4"MIN EDGE DISTANCELOAD g a a d a I' C Spans W To 6_-0" Spans Uo To 8'-3" Sora Uo To 12'•0" IDT) CONN TYPE CONN TYPE CONN TYPE z ANCNO0. C1 Q C3 C4 CS Cl Q C3 1 C4 CS C1 I C2 C3 C4 I CS L9+ 5/16'ITW TAPCON XL W/ 43 16.0'16A"16.0.16.0"16,0"16.0'16.0"15.0"16.0'16.0"16.0"15.0• 9.0' 14.p"18.0" Q s ;n 7-1p•MIM,EM6ED S3 16.0"16.0"16-0"116 6.0"t8_d'16_0"16.0"16.0"11.0"16.0"16_0"16.0"11.0" 7:4 L2.0"16.0" es S ®oust 62 76_0"16.0"14_0"I6.0"160"16.0'15.0" 9.0" 14.0"16.0"16.01',LRA• 7.5" 12.0"16.01' 70 16.0"16.0"11.5.16.0"16.0"16.0.12.5" 11,0" 11.5"16.0''16.0".12.0" 7,5" 12.0 16.0" 100.16.0"11.0" 7 S_12.0 16.D"t6.0'11.0' 7.S" 12.0'16.0"16.0"12 0" T_4_1:.0"�LI�e.O" y S/L6'ELCO ULTRACOPI W/ 43 18.0"L6.0"iLOX 14.0"16.0"16.0.10.51' 6.5" 9.5" 16.0"11.0`115.51,� 6.5"�9,0" 1•I/4•IAN.EMM 53 16.0"13.5" 7.5" 11.0"16.0"14.0' 7.5" 7.5" 13.4 9.0" 6.4 C0FVP mrAVNLNNm PL ii 62 I6_0"10.0" a0" 9.0"'16.0"11.0! 5.5" 6.5" 9.0" 9.0" 6.5" 15-2339 lzl % S 5.0" 5.5" 5�5 6.5 9.0_ 9.5" 6.5" 9.0" / 6.4 �`1-s' }� 100 9.01' ►ACR DENWIrneft - _ 3"MIN EDGE DISTANCE __ _ - __ .�-T .I. 6__CI _4. _ _ _ PIZ SMS W/2`EYEWALL 13 18.0"16.01' 9.5 11.5'16.01'160'14.01' 6.0" 16.01'14.5" .5" 3.5 5.4 31.5 ,�' ARMOR INSERT W/2'EMBED 13 16.0"16.0" 7.0' 9.0" 16.0"160' 9.5 4.S" 6.5" 16.0"11.5" 6.0" 3. 62 18.0"13.0" 5.5" 7.4 16.01'14-5 7.5" 3.5" S.9" 12.0"11.4 0.0" 3.0" 4.5" S.5" --- --��'� 16.01'12.5• 6.5" 3.0" 4.5" 9,0" 11.5 6.M 3.U' 4.5" 8.5` ANCHOR NOTES:S1 SHCET 100 11S" 6.0" 3.0" 4 5 8.4 11.5" 6.0" 3.0" 4.5" c.9' 11S' 6..0" 3.0' 4.5" 6.5" 9 FOR ANCHOR NOTES.