Loading...
HomeMy WebLinkAboutProduct Approval S� � ..sem• "a a 7p}t �'„� $ a ` �� 4 � ii i:v- _._ R5 BQS Home Log In i User Registration Hot Topic I Submit Surcharge Stats&Facts Publications FBC Staff ( BCIS Site Map Unks {,Search bFlonda "f Of Product Approval irUSER:Public User - �..^ tx yy,,,,s, 3..r.!".� �t:n Product Avvroial Menu>Preduet or Aoolication Search>Application L'st>Application Detail , a (� FL a FL13757-R6 Application Type Revision Code Version 2017 i Application Status Approved Comments Archived u Product Manufacturer Town and Country Industries, Address/Phone/Email 400 West McNab Road Ft.Lauderdale,FL 33309 (954)493-8551 ,i tomj@tc-alum.com i ,I Authorized Signature Frank Bennardo frank@engineeringexpress.com 'i Technical Representative Thomas B.Johnston Address/Phone/Email 400 west McNab Rd. Ft.Lauderdale,FL 33309 (954)970-9999 tomj@tc-alum.com Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer i Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Frank L.Bennardo,P.E. the Evaluation Report I 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. '� Validation.Checklist-Hardcopy Received Certificate of Independence FL13757 R5 COI IndepI.odf FL13757 R6 COI Indeo2.odf FL13757 R6 COI Indeo3.odf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2006 ASTM E1996 2005 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 I _ II I !I I Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13757 R6 E6uiv Eguivl Ddf FL13757 R6 Eauiv Eguiv2.odf FL13757 R6 Eouiv Eauiv3.Ddf i Sections from the Code I I I I 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 Dwgl.pdf Approved for use outside HVHZ:Yes Verified By: Frank L.Bennardo,P.E.PEOD46549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other.See installation drawings for allowable FL13757 R6 AE Evall.odf 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 11 Dwc12.ndf i 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 Eval2.odf 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 for use with essential facilities and wind zone 4 applications. Limits of Use Installation Instructions Approved for use in HVHZ:No FL13757 R6 II Dwg3.Ddf Approved for use outside HVHZ:Yes Verified By: Frank L.Bennardo PE-0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+110/-128 Evaluation Reports Other:See product drawing for additional information, FL13757 R6 AE Eva13.pdf anchorage,etc. Created by Independent Third Party:Yes Back Next I Contact us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 I The State Of Florida 6 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 mall 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,FS.,please click here. Product Approval Accepts: W2®RE M Cradk Card safe II I I I 6.8 STREAMLINE SHUTTER GENERAL NOTES: FOR USE WITHIN AND OUTSIDE THE HVHZ No Pc.004654! 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE SIXTH EDITION V01,7 &FOP USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE,AND THE INTER ATI AL BUILDING CODE(IBC)AND INTERNATIONAL RESIDENTIAL CODE UNLIMITED WIDTH THIS SYSTEM MEETS MISSILE LEVEL"D"AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN STATE OF E1996-09.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. I.SECTION wml x 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE REI REMENTS As DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE FLO WISA BUILDING CODE SHALL BE LESS THAN OR EVUALTO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR AN ASSEMBLY AS SHOWN. Z 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886/EI996/E330. 1<6 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 m SAM I Y FACTOR. z jfi S. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING RE ED FOR ALL WIND w 0"49 ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE U VulsiS OPTIONAL PLAN VIEW CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND 0 LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR DESIGN. a 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 WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 w SHALL BE USED. =E S. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC m sn'E. 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME w.g PRODUCT APPROVAL USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61GIS-23 OF THE FLORIDA ADMINISTRATIVE CODE. La d 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 VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM 0 m THE STRUCTURAL SUBSTRATES DETAILED HEREIN. a'! em wk, z Z wl 11. ANY MODIFICATIONS OR ADDITIONS TO-THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS [ R L 11111 M U 12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING HURRICANE PROTECTION -BOTTO OFFICIAL MAY RE%IRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIdNED,DATED AND TRACK SEALED BY A LICE SED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE DEVIATIHO ING OFFICIAL GRAVING HI� CONDITION TO THE BUILD PER APPROVAL LOCKING MECHANISM,SEE L&ASA Lj 13. EACH S ER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE F LLOWING MINIMUM TYPICAL PLAN VIEWS INFORMATION: TOWN&COUNTRY INDUSTRIES TYPICAL ACCORDION FORT LAUDERDALE FL MISSILE LEVEL D-ASTM E1886 E1996&E330 SHUTTER ELEVATION S20 TA 1 202&2U3 EXTERIOR ELEV R FLORIDA PRODUCf APPROVAL NUMBER N.T.S. 14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 TABLE 2: K.S.I. 15. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A MINIMUM SEPARATION FROM GLASS r! MINIMUM TENSILE STRENGTH OF 60 K.S.I.,U.O.N.POP RIVETS SHALL BE 1/4-0 OR 3/16-0 5052 16. ALUM.ALLOY. -TING OF THUMBSCREW,PUSH LOCK OR NON-HVHZ ESSENMAIL 9 ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSIS HVHZ BOX LOCK AT CENTER OR SIDE CLOSURE. FACILITIES A 17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 18. FLOOR TRACKS MAYBE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. SHUTTER 19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". ---gp-AN INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS 20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. :s 301ABOVF 30'ABOVE :5 3W ABOVE 30'ABOVF 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- 2-1/4" 1-w 2-31V 1-518" 3.112. 1-7ifl" 3-518" 1-718" TABLE 1: TABLE I NOTES: �20" 4-118- 21 4-lf4' 2- ACCORDION SHUTTER 1. DESIGN PRESSURES SHOWN IN'ACCORDION 14,Vl 1 4-718. 2- 1 5" 2- SHUTTER SPAN SCHEDULE'ABOVE ARE TABLE 2 NOTES: SPAN SCHEDULE MAXIMUM ALLOWABLE DESIGN PRESSURES 1. HVHZ;DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. AT EACH RESPECTIVE SHUTTER SPAN. 2. NON-HVHZ!DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUN POSITIVE NEGATIVE 2. LINEAR INTERPOLATION BETWEEN SHUTTER F107LIDW7 15-2339 SHUITTW DESIGN DESIGN SPANS IS NOT PERMITTED.FOR SPANS 3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN YVINCO SPAN PRESSURE PRESSURE BETWEEN THOSE INDICATED ABOVE,THE 'ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A - JMFJ DESIGN PRESSURES FOR THE NEXT HIGHER MINIMUM SPAN OF AT LEAST 30". SHALL BE USED. 4. INSTALLATIONS IN WIND ZONES I THROUGH 4 OUTSIDE OFTHE HVHZ WITH SPANS LESS THAN 30'SHALL Tr 100 100 SPAN HAVE 2-7/8'MINIMUM SEPARATION FROM GLASS WHEN 5 3V ABOVE GRADE,AND 1-5/8'WHEN>3D' ABOVE GRADE. gir 70 70 5. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.rOR SPANS BETWEEN THOSE INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED. 120' 53 53 6. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM --144"- 40 E1996-09. 2.874' -PROJECaON VARIES_ p,N1-_.•�•••.SF +I� }-0.115' *;: NO PEOOa •r 0.062" 0.450° 0.060' 65q _ c 0.125' 1.708• 0.100° {-1.830 0.062" =�I ry 1.709° 0.100• N L � i- 0.080" 0.063' r �1 L•-- ST p N 0.195' 0.195" 0,096' L 0.060" 0.070' 0.060" Zv 2.820' pR DA ~ 0.125' .T- N 0.630' -� 0.630" 0.062"� 1.993" 1.908" '� <O p F L 0.143' 009Y! N...-..••'•• "C71n, 0.062• � 0.062' ^y -1• � � /0 G u�• � 6 0.630•, 0.630' G�( � I L 1-c- "'till 1 [(� N !� -1-+• --1-" 1069'- 0.971' It �y } }� }0.971"� 0.143' -ll 111111 W L t 010• !- 1:{170' m- V rs 0.200' 0.060. 0.630" -- ��Qattl 1.069' O.D62 9°� 0.062" 0.200' �`y j f� L-- I 0.630" 0.06 - 0.062--�• 0 - 9$=m 0 g J I D.zoa• ��I as I O.o62° O,ZaO° Z ¢n 9 1Y SUPPORT LEG OPTIONAL--///* PTIONAL }-1.069"-} 0.062" x1.069"-} }1} 8..t W,r� _ 5.745'MAX. 5.745"MAX. :jj 9 . O WALL O BUILD UU'I' WALL O STREAMLINE CEILING TRACK (4>STREAMLINE WALL TRACK O HEAVY HE.A.DER SILL O LITE HEADER SILL %D W it SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SI7-E ��� SCALE:HALF S1ZE SCALE:HALIZE SCALE:HALF SIZE M 0 n WHERE SHOWN,SCREW BOSSES u: B.FELT GROVES ARE OPTIONAL m ON ALL EXTRUSIONS 0.13174-1- }--2.655' 0.875' -2.195" I }-}0.510' 2.195" 1.230' w' 0.060" #ri -1.229" -f D.305" t u IY 0.7 5 7.5 e p i4 C -2.655 N it Oj .j• --Y- �n ,I I' I I _ o �I°c 4/ no I •": .. z &s 1.069" ,.... r`i .831' '�� `' f-- --� 4.510' E �- - •I 1.069' '0.105' I ^ 0781' D.los^ '--N1' �-D.las• ~ I ---i.----_---_------..-.-I�__._-_I_.. 1II--�,i _ I 0.075• 075- 4.510' 1 0.994.. -0. TESTED THICKNESS OF 0.07 BARE METALW O PAINT 4IS �I 0.039' 4.530" I ms9 T73.506" a (�SILL Og SILL ADAPTER O EXTENDED SILL Ip EXTENDED SILL ADAPTOR ADJUSTABLE SILL BOTTOM 6.8 STREAMLINE SLAT/BLADE Q `-, SCALE.HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE F F, 0.477" t- I 1.570° 0 510" 0.080 0.143• .1D.5900.3410.070'-�}1-T0.245" 1.7008"43� 6, 0.060' sd! �5jg L_5 g� _L R 4.753' 0.080' 0.111 0' •�, 0.090"n -0.096" 4.510' ;j (? o.OeD' 0.044" 0.221 0.682' 0.630° 0.060"`T I C4PIWVIftMIKLtBINiOD�E 0.693 __. 15-2339 NOTE:THICKNESS OF BARE 2.822° �---�0.420" rre4te• - - METAL W/O PAINT IS 0.039' 1.625' Mae aeswvnal! 15 6.8-STREAMLINE STACK 16 RADIUS CEILING HEADER/SILL I7 6.8 STARTER Ig WALL SILL CLIP I8b WALL SILL SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE 5'8 ' 11111 1111/ �p®p165�9 NMDO�P.E" `III K / _ 0.610" STAINLESS STEEL .280"f--� NYLON WASHER OR `SNL1Q. - '/ �•' 'j- ASSEMBLY - '4 0• ALUMINUM 0.357" - - 0.320'0 NOLE �ggqu O. 50° * A'Op F •• v o i'o�W S10 x 2-3/4"430 Hi S.S, 0.276' .% FOp96549 �J- n 0.880 0.05 HE N a p'o x0.120•o INSERTS INTO SCREWG/TC ULTAACIDTE 1 0.591" - 1.100'-}}-0.240° TRACK (TYP TOP&BOTTOM) ry0,062" - Gln••"^TgrCO,c -L. NYLON BUSHING W/WASHER: L_• I %S/'�ORIOa L: "W 0.750° It i '•.........••'• 2A i - I TYP.AT EVERY OTHER 7/16"0 x 1/2`@ INTERIOR JOINT TOP 0.154' 0.137` �i N C\ 5'MAX. 0.870" / q ('j\ UI INSIDE JOINT AT TOP. 7/16"0x1"0 INTERIOR JOINT BOTTOM /// /IENI1111 711w o "� � CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR „7J„ 0 19 ANGLE HOUSING-ZINC DICAST,POWDER COATED 22 ROLLER ASSEMBLY 24 BUSHING ASSEMBLY DETAIL 26 BOX CENTER INSERT (J pg�9 �g SCALE HALF SIZE NOTE: MAY BE KEY OPERATED OUTSIDE °-=m_ 99x11 SCALES HALF SIZE SCALE.HALF 512E SCALE:HALF SIZE OR KEY/THUMB TURN OPERATED INSIDE. W 0 n 0.250" ~ H L3 BRASS PUSH LOCK D3���� SCALE:HALF SIZE N W al R0.155" 1.978" g125 4.000' 0.236' --1.742 0,266'0.500' -1.710" 0.2fi7'0.623'0.790" 0,090" 0.319" 0.531'0.064' n- 0.2 ' c2.750" 0.09 , -_� j �• ' c c ' 0.607"� I rTrrI m w�d 0.224' 0.239' }-• r l' , n m m n a n F y II O.OfiO' 0.496" L o 2.750•_4 �--2,000"-`t 0.240" I:� ti•'� "' t7 +` s 1.758" I I ._., 1" O;o qa r 27 RAINGUARD 28 DECORATIVE FLOOR TRACK 3.476^ 0.160 0.222"i222" Y 0024 062' 0.176 �2 0 SCALE HALF SIZE SCALE HALF SIZE v 1.001 0.062'0.062` - 30 SCAUNILE:HALF ATE DSIZE 31 SCALE FMALE BIADLF SIZE TER 32 SCALEFEMALHABLFOSIZEEN TER F �. -4-0.062' ..•. e g 5.500•x 13/16'WIDE jj }-}0.40D' R I A __7' 7/16"0 STAINLESS L o STEEL NUT �Oti' 30 n 0.125' I n•Wc-1---� 0,438" 1 -0.186' 5/16-18x1 MACHINE SCREW a" t0a -}r- �_ P. 5/16"0 INTERNAL STAINLESS STEEL ^L-: N-" x0.121' 4.500' (-(0.689' POWDER COATED,ZINC DIE-CAST THREAD HE/1D STYLE VARIES p,:. """'��""fft a 5111 Y B� SECTION A T-LOCK ADAPTER T•-SCREW INSERT THUMB SCREW - -� 1.DSD _ g8p DELTA MODEL 2022 36 37 38 m m I O/ O a d Aeg® INDUSTRIAL SYSTEMS (OPTIONAL) SCALE-FULL SIZE SCALE:FULL SIZE F o -1--'„-0,254• 4GO 4JDE qOC �9 3j BOX LOCK SCALE:HALF SIZE END STRIP 1" yyi SCALE+HALF SIZE • C t--z.Doo f 2' do 3" EXT 9 U Z T 0.125' X1.625' 1.500'-� = SCALE: HALF SIZE p yII-- 0.125' 11� 0.250' o r 0.050'3 T 7 I 0prnQRKxLmc�nv!x 6pE 0085• 15-2339 . .�nFac�ar�ion 7.000• ------19 ' 39 20 ALT. 1" END STRIP 21 1.5'x3"x0.093• ANGLE 25 2'•x3��x0.125'� ANGLE 2X7 ANGLE SCALE!HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE - - -- SCALE,HALF-SIZE-_ I.BENNARUO-,P.E 111 FI` 46f1sjF/ , ;. ANY ANCHOR PER ANCHOREDGE DIST. SCHEDULE @ 18°O.C. EXISTING DIST. 1 GLAZING SEE END STRIIC�!. SCHEDULE FOR Mwc. No -EO04 N A .ANGLE EMBED X=n SPAN-NEN USIAG; _ 20,40a,406 OtLeDC, - F LEG D RECITDN N O /, L 4' OR 6.B I- L OS 1T _ - --.IMAX. WITH 23 OR 25.'Q•' O EMBED. i7 (INTERIOR) .V' _ MIN.0.062"THICK 6063 TI G AM. 17 — /1 25 2 1, 30 ANGLE 1°x 1"MIN.TO 2"x 5"MAX. _ EDGE ......,— -- (ANGLE LEG MAY BE REVERSED) DIST. FASTEN ANGLE TO TRACK W/ 0 ANY ANCHOR PER ANCHOR (2 f 10x1'SCREWS AT 1.4 V 1� SCHEDULE @ 18`O.C. CORNER o 8 BOTTOM;AND1.49 e ATTACH 2" AL STARTER R pL m t3 13 73 zg12x 1/2"GALVANIZED OR Z 3� 13 d12 x 1/2'GALVANIZED OR B.S.SMS, S.S.SMS 3/16.0 ALUM.POP ' 3/16`0 ALUM.POP DE A L RIVET,OR 1/4-20 RIVET O�t 1/4.20 MACHINE 6.80"(TYP.) 30 USE(1)BRASS PUSH LOCK OR(1) MACHINE BOLT 8 NUT 018`D.C. ALTERNATE END STRIP BOLT Nlli @ 18"O.C. Cys z (EXTERIOR) 5/16-18]IJUMS SCREW IWO THREADED, WITH 6.8 STAR IER AND ANGLE ANYTPACK W/ VI y� INSERTS AT 1/3 SPAN TO 2/3 SPAN SCALE:3"=1'-0'• O y1 ID FROM BO SCREW BUSSES. MOF SHUTTER.RECEIVING ENO STRIP SCHEDULE �+ TYPICAL PLAN VIEW HOLE SHALL BE 3/8"MAX WIDTH,UP TO USF BPA SCALE 3"=1'-0" I'HEIGHT. 1' BID (2.77 62 108,72 lop' N 2 94 USE(1)BRASS PUSH LOCK 2 OR ltl 5/16-18 THUMB 132 75 _ SCREWI OTHREADE❑ LOCKING DETAILS FOR 2-BIO(3.7•) 62 95- SEE END STRIP .6 INSERT 37 AT 1/3 SPAN CENTER MATES SCHEDULE FOR MAX. w- � TO 2/3 AN f-ROM 2 83• SHOWN TA RANDOM ,.� SPAN WHEN USING '- BOTTOMOFSHUTTER. 3'EVO 4.7` 62 BB" y� RECEIVING HOLE SHALL;IIE 3U 73 DETAILS ( ) 7 g20,40a,40b OR AOC,3/B"MAX WIDTH.UP TI3 1/4" OR 6.8 STARTER1"HEIGHT. pQ ALT.1'BIO_B D gI .. .. _.. AX. WITH 21 OR 25. (2.T) 62 135 xm zo 112 01 40 a0 USE APPROPRIATE 132 75' STARTER STRIP TO ,y ---- - ----- - ----- --------- 1.5•X3' 5 93' �I 0 ZO PROVIDE CLOSURE • >>�iJJJI FOR 13 x0.OB3• 8 \\\ OUILOING LONDI f10N5. 23 zl - 60 B (INSIDE) FASTEN STARTER STRIP c I 0 6 TO TRACK W/121 S110x 1" m v SCREWS AT CORNER.TOP , not25 42 AK—r a.- ALTERNATE END STRIP DETAIL g BOTTOM L " ANY TRACK W/SCREW SCALE.3"=.7'-0"_ BOSSES. -- ,¢ . 41 W SILL FOR GREATEN SPANS OR LOADS THAN W 5110-1 INEND ST Jc SCHEDULE,END g c 1111 j O STRIPS REQUIRE A I'XI•A90'CUP ANGLE s� (n MID SPAN USING ANY-11101 0NTHE EXISTING GLASS 4 I .Z—.. 13 SSCREwoHC1/�W70BOLT TOENOSTTRRIP. ,�ow USE(11 BRASS PUSH LOCK INSIDE USE 171 BRASS PUSH LOCK 3U a1--+ OR ltl 5/16-10 THUMB ' OR(1)5/16-18 THUMB 1 13 -laa SCREWI 0 THREADED 1� SCREW 1o0 THREADED 30 0. INSERT 37 AT t/3 SPAN SILL INSERT 7 AT 1/3 SPAN Zag IN 2/3 AN FROM I/ `e TO 2/3 S AN FROM Ern BOTTOM OF SHUTTCR ' BOTTOM OF SHUTTER (OUTSIDE) RECEIVING HOLE SHALL BE ;y 3/8"MAX WIDTH.UP T� 1"HE LGH T. 3 TYPICAL OUTSIDE CORNER CLOSURE B CCt DETAILS WO/CORNER POST NTS JW�;� C0 (pvtta9lRRVtELBIWODPE 13 OUTSIDE) 15=2339 SILL SP LOCK AT O IAis DIfCWPP1pIEt SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER O TYPICAL INSIDE CORNER CLOSURE DETAILS WO/CORNER POST MULTIPLE SHUTTER ASSEMBLY 99 �g� Nrs Y SCALE.3' 1'-0" C1�i - - - -- -- --------- Ewa Cl REFERENCE ONNION TYPEANCHOR EXISTING HOST SCHEDULE FOR MAX. STRUCTURE SPACING C7 CONNECTION TYPE MAX. 1/4-20 MACHINE BOLT \ REFERENCE ANCHOR 1/2" W/NUT @ 12'O C OR �; p SCHEDULE FOR MAX. © 014 SMS.6"O.0 / SPACING 1/2' (TYP.TOP 8 BOTTOM) _ Ls � b N O ALUM. TUBE 1 =�O '. 7_ ~ ' 2 FASTENERS O- A rt'S'T O Imo ` 6063-T6 ALLOY wH 7:/' EACH ANGLE SEE TnBIF A FOR 512E. � —�- I uN � S OR 4 0R1 '�(CS1 •' , wo OR 6 Z 1"x 1"x 1/8'• II/ I ALTERNATE TI3RU BOLT - o-- —/� 1 W� OR 2"x 2"x 1/B" I I; CI CONNECTION TYPE 13__ F o w - InQ_ �Q a p S ALUM.ANGLE 0 r ._ REFERENCE ANCHOR MIR GLASS tJ W tl SCHEDULE FOR MAX SEPARATION u Sp 13 I PER TABLE 2 N" Z �w Zp THREE 3/16"f3 ALUM. ° I I '�" i I SPACING '"4 �V POPRIVETSOR I' il� I N�aa Ww GLA55 trtrtr THREE 012 SMS,TYP. ° 17 .' I \ OR DOOR—II X 'H N d w 3/16"0 ALUM.POP 17 (alRIVET TBOR 4412 O.0.fTYP1S I / '4<TFkE=j �Q u1 TABLE Amo) _ \ ------- N/ 47e\ \ (5O GR J S PRESSURE VS ALLOWABLE LENGTH MAY USE MALE OR — I~il `\N _ 9` �+ 2'x2'x17g� 3'N0,1f8' FEMALE LOCH-SLAT m o h PSF N°8(b I . 13 ALTERNATE THP.0 BOLT 1/4"MAX FROM PIN 67 130' IBB' CS CONNECTION TYPE GUIDE TO BUSHING CI CONNECTION TYPE WASHER ITYP.) W R a 72 _ 124' 179' CC3 TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCE ANCHOR '; .__I'' 82 119' 172' NTS SCHEDULE FOR MAX SCHEDULE FOR MAX. `19 � 92 114 165, SPACING __I(i/ 14x3/4"SMS cm 9"O.C. F ppp o 1@ 110" 160" ANGLE TO TUBE CONNECTION U1 rn n �Cb m ` LL 120 104' 14T EXISTING HOS T EMBED. .I 6063�T6 ALUM TUBE Zmd 150 9T 131 TABLEB(CC9) STRUCTURE - 2 00' 114• PRESSURE VS ALLOWABLE LENGTH 5 CONNECTION TYPE (3F111xI yry 1� EDGE DISTANCE REFERENCE ANCHOR g a SCHEDULE FOR MAX EE SPACING62 113, l6v C 7z l0 1ST FASTENER C°l 18"O C. Cb ALTERNATE BUILD OUT MOUNT SECTION m USE ANY ANCHOR SHOWN 82 101' lIT IN ANCHOR SCHEDULEI. SCALE 3"=1'-0" 92 95, 139' - - - 102 -- 90" l32_ _ 120 83• 172" w 150 74' 109' B 200 fir 94' 2"x2"x _ I' =o0 3/16 RIVET OR 4412 SMS 090"6063-T6 1414 GLASS a °1 L 18"OBOR 1(7Y-P2 ALUM TU13E TYP. EPARATIO14 N 7 17 TABLE = 90, 0u UT 8 a ' 3/16"m ALUM.POP I�4a GLASS 2 X OZ13 ALUM. TUBE RIVET OR#12 SMS ra¢ OR DOOR 4 o< $ � 6083-76 ALLOY l�113"O.C.(TYP.) Din S `u'N 12 S! � SEE TABLE B FOR SIZE. Y"x 5"x 1/8" o 2 FASTENERS CONTINUOUS ��� i EACH ANGLE ALUMINUM ANGLE 1•.2"x.093"6063-76 OPTIONAL ANGLE INSIDE 3 16 ALUM..ANGLE,TYP THREE 3/16"0 ALUM. 17 ORIENTATION TYP. 17 w 5 6 ; o POP RIVETS OR yyy ri Eb 17 THREE R12 SMS,TYP. W E Egg Y 0 o 1"x 2"x 1/0" A401 4 ON OR 2" 2"x 1/B" D I REFERENCE NnANCHOP xR 13 ALUM.ANGLE z SCHEDULE FOR MAX USE MALE OR FEMALE SPACING /WR4WIRW1(L�14YWPE LOCK-SLAT - EXISTING CONCRETE, 152339 pp 13 13 BLOCK OR WOOD FRAMING _ a (OUTSIDE) EE INSIDE SILL MOUNT SECTION sour r11ae oaaanlaNl #12 x 1/2"GALVANIZED SCALE:3-z V-0" OR S,S.SMS,3/16"m ALUM. CC TYPICAL CORNER CLOSURE DETAILS POP RIVET,OR I/4-20 SIDE CLOSURE OPTIONS 9� • 14T'S MACHINE BOLT 8 NUT SCALE:3"=T-0" FRANK L DBINARDO,P.E C5 CONNECTION TYPE 6549 IIw ¢`�• REFERENCE ANCHOR EXISTING Z SCHEDULE FOR MAX. STRUCTURE O 7 SPACING - 5MAX. 1/L-20 MACHINE 8067 P'• •1 . o w- ClCONNECTION TYPE �• Q GLASS tt�= GLASS - ¢ w W/NUT 12"O.0 Pit OR DOOR F v u y OR DOOR Iy w.- REFERENCE ANCHOR t9_ OA NO r >> SCHEDULE FOR MAX. tI1L SMS TP 6"0 C.-yy.. _ x a SPACING 1/2- (TYP TOPE BOTTBMI 1�• IDN:Tf= MN 13 7J :-D O - 13 Iii)w 0.w GLASS =FSS•'<-,,a /2 Z :.:•-I�' 1 U A W In t!4'•-20 THRU BOLT W/ CiA55 a m 4414 x 1/2"SMS 0 12"O.C. EPARATION X Z Z r :Q,(r•'•• M p PER LOCK NUT 0 12"0 C OR EPPERTI X II--r la- OR 3/16"0 ALUM POP TnBLE 7 a n o '^ }6(O OJ i(Cf1••' 1^ �'�• vi§ 12r OR"3SM5''A ALUM12- .POP 1ABLE2 - w0 ALUM.POP RIVETS OR2/Q.CO. a✓' w O VOR 6 --- _- -- /j'V�/ �V G RIVETS(al 6"D.C. E.S. -+N - F J / t el a 11 R 1/c'm ALUM.POP RIVETS I' 11 AND 3O "MN GLASS w .- - �QW V. 12"O.C.E.S. - - ASSEMBLY 1/L"MAX.FROM PIIJ SEPARATION 13 r 4» 4Xo6fTo zo �° O O ( i/4"MAX.FROM PIN 1/2"TYP. GUIDE TO BUS NG PER TABLE 2 r w W Kry °�j 9 AND 10 GUIDE TO BUSHING WASHER ITYP.1 o Z i w lLLLLY11 WW �.. WASHER ITYP.) w i r z 2."< F W z ASSEMBLY m GLASS wto_o:AQ 1.1'�yi3 / 1/2" 1/2"TYP EXISTING CONCRETE, w 3 CONNECTION TYPE OR DOOR _ x Z O Z I- N 6x� ti BLOCK-OR WOOD FRAMING �a REFERENCE ANCHOR a"' EDGE SCHEDULE FOR MAX. S o N b W W W C4 CONNECTION TYPE REFERENCE ANCHOR 01ST. SPACING Y p / EDGE SCHEDULE FOR MAX. F / DIST. SPACING AS SHOWN w ' 1/ C3 CONNECTION TYPE IN DIAGRAM ON PG,9 Q �A '.(S]0 6 OR fffCCCJJJ REFERENCE ANCHOR EXISTING CONCRETE. U 'O 6 SCHEDULE FOR MPX. MAX.FROM PIH •� BLOCK OR WOOD FRAM114G /2" GUIDE TO BUSHING / SPACIIJG.ALT,FASTENER LOCATION.FRONT AND Cl COIJNECTION TYPE 1/7" WASHER ITYP.INO1p / SPAN REFERENCE ANCHOR wty 1!A"MAX FROM BACK ANCHORS NOT REO'D O INSIDE MOUNT SECTION SCHEDULE FOR MAX. 193 PIN GUIDE TO WITH THIS LOCATION 5 CONNECTION TYPE f $ SCALE:3"=7'-0" SPACING BUSHING WASHER O INSIDE MOUNT SECTION S REFERENCE ANCHOR -.�Q m (TYP.) SCALE:3 1'-0" SCHEDULE FOR MAX. }ce K EXISTING CONCRETE, SPACING 'O BLOCK OR WOOD FRAMI EMBED. Zms CO BUILD OUT MOUNT SECTION g TYP. BOTTOM EXISTING CONCRETE. SCALE•3"-t'-0" _ E f5 BLOCK.OR WOOD FRAMING c 3 EXISTING � NOTE:FOR DETAILS A.B,D.AND E ON THIS SHEET, EDG GIST. 4 CONNECTION TYPE Si RUC7URE THE BASE TRACK MAY BE INSTALLED IN SECTIONS o REFERENCE ANCHOR EMBED 5 CONI•IECTION TYPE WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS SCHEDULE FOR MAX. REFERENCE ANCHOR g X - --A MINIMUM OF-TWO-SETS OF ANCHORS AND IS A _ m ED E SPACING SCHEDULE.FOR MAX y� R MINIMUM OF 12'"LONG.THE SILL OR CEILING TRACK w - S 6 - - SPACING USED WITH THE BASE TRACK MUST BE CONTINUOUS 3 15 OVER THE GAPS BETWEEN SECTIONS. 1/2•. ta.1R0 w F R w p 'A rw w o GLASS MIN Rim OR DOOR CLASS 13 It1112 x 1/2"SM5(iu 12" EPARATO i w 7O.C.OR 3/t60 ALUM. PER viigN mI�1I 13 '-w=W-n 'POP RIVETS()6"O.0 TADLE2 XOZIa--• GLASS OR UMN GLA =Zz�,wNww OR 1/4••0 ALUM.POP a oa DOOR P RA yr=ZRIVETS()12"O C. ]- u N PERTABLE 2 X Z 0 ZMIN GLASS r al SEPARATION Nw Outa u ILR TABLE 2 XZIll-10 S.S.MACHINE awpdOANO" " c JnASSEMBLY 1/2GUIDE TO BUSH114G SCREW S NUT() u utCa YP. WASHER(TYP.)GLASS IN JOR DOOR 1/4"MAX.FROM PIM 4 CONNECTION TYPE 1/2" GUIDE R BUSHINGGUIDE IU BUS11NG / F WASHER(TYP 1 EDGE REFERENCE ANCHOR WASHER(TYP,) 5 6; SCHEDULE FOR MAX Dp►JIp7RIRNKLfBMYWVE EXISTING CONCRETE, DIST. BLOCK OR WOOD SPACING AS SHOWN 2 CONNECTION TYPE 15-2339 EXISTING CONCRETE, 4 CONNECTION TYPE IN DIAGRAM ON PG 9 REFERENCE ANCHOR _ OR - - FRAMING BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. ' "x 3^x 1/a^CONT. 3 CONNECTION TYPE 4412 x t/2"SMS C)12'. SCHEDULE FOR MAX SPACING ►Ac�lo/w:PnoNt SPACING ALT.FASTENER CXISTING CONCRETE, _ 063_76 ALUM.ANGLE REFERENCE ANCHOR O.C.OR 3/16"0 ALUM. LOCATION FRONT AND AY BE REVERSED SCHEDULE FOR MAX. POP RIVETS @6"O.C. BACK ANCHORS NOT REG'U BLOCK OR WOOD FRAMIIJG S SHOWN DASHED) SPACING OR 1/4"0 ALUM POP WITH THIS LOCATION �9 RIVET S O (m 12"O C.p WALL MOUNT SECTION E CEILING / INSIDE MOUNT SECTIONO WALL/BUILD OUT - — —_— -SCALE_:-3" == --1' 0.•_ - __ SCALE:3"=1'__0• _ SECTION _SC-ALE-:3"=1. 0.. �p�WK L BENNMDO,P.E; MN.CLASS 1111 "n/4�^.9i - i GLASS SEPARATION z OR DOOR PER TABLE 1300 �/1.p7.. •• w O u --GLASS OR �` '• 1 •` DOOR NOP '•d C GLASS OR =w d M' DOOR N.GLASS _.�� �• ,4 N N ^ SEPARATION ry I 4=q MN CtA55 w w PER TABLE 2 ST P S r F IEPARATION R m r R A ! Y Zr PER TABLE F �"jQ q w✓ •'C� I ,�' E \-- �— � ?zpa -- - Z SZO '�UtllWVb4 U' M r-p _ f�f1 15.y1 I1g�tljr I \ I^J 13 Q w,A 13 x WON 1J,y1 r6a9Ff6 6 F J U Q Cl CONNECTION TYPE 4 O Z z N - 1/4"MAX.FROM PIN GUIDE 28 u a REFERENCE ANCHOR T- u 4 I TO BUSHING WASHER(TYP.1 4 N SCHEDULE FOR MAX. q �3w Jt zv SPACING _ 4,n Z' 11 I Two 1/1.110 w000 iso m g w LAG SCREWS(uT 24" C4 CONNECTION TYPE / .250" C3, O.0 MAX WITH 2" 11 1D THREADED PENETRATION REFERENCE ANCHOR O /p SCHEDULE FOR MAX. gni '•T"INTO CENTER OF 2X STUDS SPACING /0 F I„I 1 1 186 EMO."T' 14 SMS(0 MIOSPAN BETWEEN /w p N _ B STUDS FOR TRACK TO 1•'x 4" / I PLYWOOD R TUBE CONNECTION / EXISTING HOST STRUCTURE STUCCO FINISH 1•1 x 4"x.125" 6063-T6 ALUM.TUBE mr1 p THIS DETAIL TO BE USED WHEN STUD SPACING O DECORATIVE FLOUR TRACK DETAIL OO WALL MOUNT SILL DETAIL W 79 EXCEEDS THE MAX.ALLOWABLE ANCHOR SPACING. SCALE:3"=1'-0" SCALE:3"=1'-0" y o OWALL MOUNT SECTION THIS DETAIL MAY a SCALE+3 1'-O" ALSO BE USE DZm AT TOP � R m �g 0 ACCORDION SHUTTER PER PRODUCT APPROVAL H o —GLASS .w��r• m MN GLASS UR DOOR SEPARATION R 73 7 in j`I�-�y/• PETABLE = ,I EXISTING WOOD(G=0.42) l3 APPLICABLE AT TOP Zm TRUSS OR RAFTER AND OR BOTTOM x 4 x Z 4 Lm 24-MAX.O.C. 1-1/2'1-1/2" 2"OR3" E N 2: N EXISTING FINISH MATERIAL 1/2"MIN. S 6 1/4"PIAX.FROM PIN GUIDE 2"x 5"x 1/8"6063-T6 Cn� - TO BUSKING WASHER(TYP) ALUM.ANGLE W/TfIREE I d SS 2'x 3'It)p'K CONTINUOUS OR �T — 2.175" V 16 1/4"TILE ITYP.) 1/4"95 WOOD LAG I I W 4 2'x Px)'e"xCONnN0005 I FINISH MAi ERIAL SCREWS WITH 2-3/4" 6061 T6 ALUMINUM ANGLE MINIMUM THREADED U 3/4"PLY WOUD PENETR."T"IN WOOD(dl 5 G �( 0.9 M(N.THICK 6061-7Ti ALUM TRACK X —1/4"0 A32S GRADE THRU BOLT(d 7"O.C. EACH RAFTER OF TRUSS. d iy ppp� FASTENED TO ANGLE WITH 1/4-20 a OR 5/16•'0 A325 GRADE THRU BOLT(al 12"0 C. 24"O.C.MAX WHERE ANGLE FASTENED TO F MACHINE SCREWS AT 3'FROM ENDS GALV.OR S.5 Q EXIST[NG3KSI CONCRETE ANGLE EXTENDS BEYOND w 6 TH HOST STRUCTURE WITH AND 9'O.G FOR THE BALANCE LAS T TRUSS MORE THAN E 0 �— 1/4"0 ELCO ULTRACON TO CONCRETE/CMU 6", EXTEND ANGLE 70 'Y4"0 ELCO ULTRACONS AT EXISTING CONCRETE HOST 5"O.C.W/1-174"MIN.EMB. 3'FROM ENDS AND 4"O.C. NEXT TRUSS. 2-1/2'MIN. STRUCTURE(3000 PSI MIN) OR 1/4"m LAG SCREW(ID 9"O.C.w/1-7/B" 1-w D 5 g•- �� FOR BALANCE WITH 1%. MIN.EMB. IN WOOD SG=0.42,TO 0.55. MIN EMBEDMENT AND 2S¢' MAX•DESIGN LOAD AT 5'-0'MAX SPAN: 1� = x T E > EXISTING CONCRETE• MIN EDGE DISTANCE, 362 P.5-F. HULLUW BLOCK OR i L7�'A4 00178 RRMLENWWPd STAGGERED WITH 3-MIN. MAX,DESIGN LOAD AT 6'-D'MAX SPAN: WOOD FRAMING.SEEr'x 5 x v X�0 Z, a SPAClNG�TYP. t52 P.S.F. ANCHOR SCf1ED. • ALUM ANGLEE CONT. a s 15-2339 16063-76) OC� ASED ON TYPE OF � �to � + _ 13UILDOUT MOUNT STRUCTURE a PAC®DlCRTPfIGR g HO SCALE•NTS IMA%.DESIGN LOAD x 72 P S.F) YJ Hb PASS THRU DETAIL �K�' TRUSS MOUNT SECTION yy SCALE:3"=1'-0" K SCALE:3"=1'-0" 'EXISTING HOST ALT.LEG DIRECTION NAR002 P;€w. STRUCTURE 1/4•ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN ��/j/ •36 12"MIN FROM EDGE OF ACCORDION ROUND WINDOW EMBED IN CONCRETE OR HOLLOW BLOCK,3-MINIMUM t• /// EDGE OF SHUTTER, SHUTTER BLADES ASSEMBLY 1/2° SPACING,AND 3'MINIMUM EDGE DISTANCE �- 70P OR BOTTOM I AX (2)6063-T6 ALUMINUM �. ANGLES PER BEAM END,SIZE - D 8549 i/r' PER SPAN TUBE SCHEDULE -T1L" 'EMBED. I SPAN TUBE PER - DESIGN SCHEDULE T. •: O a �C EDGE OF ACCORDION z z - ACCESS HOLE 1/4-20 MACHINE BOLT W/NUT 0 �'•,• E F�~W+ •• SHUTTER BLADES rE Q9 - 12'O,C OR 814 x 3J4'SMS 6.O .C. S �s• 3.5'MIN i TYPICAL 1/2"MAX. •� 7J } V 3'MIN 'I 5 8 a S EDGE 3 t6 z=Q S6WLL 2.875"0 HOLE(TO RECEIVE DISTANCE `y 1^ 8� pp ROUND WINDOW ASSEMBLY) MIN.GLAO 13 z u�' Z °dry O 61 EXISTING Q SEPARATION o_5 W u°�w MAXIMUM OF 3 WINDOWS GLASS OR PER EVERY OTHER BLADE DOOR N O N e s i LIGHT-N-VIEW WINDOW L,� ow ¢E 3'MIN az ,D S�D EDGE 3/2"MAX �1w a ti� 6 8 N.T.S. EXTERIOR ELEV DISTANCEMtn A zp�1=nm 5 6 Jri LOO O 3 1/G••MA%.FROM PIIJ GUIDE f` a ` - TO BUSHING WASH 16 ER ITYP 1 m a ACCESS 1/4'20 MACHINE BOLT W/NUT Q 1/2' 12'O.0 OR R14 x 314•SMS W O.C. In 2.875'0 HOLE TO -i- 8 HOLE SPAN TUBE PER W RECEIVE ROUND EMBED. DESIGN SCHEDULE N WINDOW ASSEMBLY I 1/2' _(2)6063-TG ALUMINUM 1"a $ I �fTIAX. ANGLES PER BEAM END,SIZE i,5 a ro EXISTING 1. PER SPAN TUBE SCHEDULE ..b 28 N HO 5i 1 4'0 THRU BOLTS SEE BEM zm a" STRUCTURE SCHEDULE FOR REQUIRED NUMBERS -c 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/B'MIN O ErMtBED IN CONCRETE OR HOLLOW BLACK 3"MINIMUM - E rr�J \SPACING,AND 3'MINIMUM EDGE DISTAIf I 3? 0.125' 0.125• 3 0.032" 0.032' MAX.DESIGN LOAD=is 72 PSF •. .a oo S 3 SPAN TUBE SECTION 0.196' VERT SECTION SPAN TUBE SCHEDULE F �1 I ALLOWABLE TIME NL74BEROF NLIMBEROF MMIMUMANGLE P, f d ROUND TUBE SHUTTER! SPAN TMRUBOLT9 ANGLE ANCHORS PER LENGTH 'I' I WINDOW SIZE SPAN BOTTOM TOP---T U TOP BOTTOM TOP BOTTOM TOP BOf70f4 pry d ` I ^ ASSEMBLY TUBE TUBE TUBE TUBE TUBE TUBE TUBE TUBE 60• S J m 123.8' 135.2' 2 2 2 3 4• 7- L \ / 0.125• w 101.r 106.9' 2 2 3 3 r r �'a \ -` 123• 898 86.4• 2 2 -3 - 3 T r 2kBk 80' 129.1' 167.0• 2 2 2 3 / \ 0.125' BB' 114.8' 124.P- 2 2 3 3 T I 7- tl@ 123' 102.8' 109.8• 2- 4 _ 4.__ -10' -I0• gLGil 60• 138.0' 198.81 2 2 3 3 r 7" p 02.675' --' f--}1 108' 1 I B 1K• 122.r 18S.r 2 2 3 4 7• 10• S 03.250" 1 123' 115.4• 137.6• 2 3 4 5 10' 13' Qp'@Bfie In. `\ / 0.18 5m1crj 98' 140.8' 228.9' 2 _3 _ _ •�6 LIGHT-N-VIEW WINDOW / ,23' '32.2 203., 3 S ,B (t \ IBI160 i SPAN TUBE SCHEDULE NOTES: OOPIR9PE 7 N.T.S. 'SABIC PLASTICS SLX1431T-UL-94HB - x x 4°ANGLES FOR 2'x5"R 2'x6•BEAMS. 15-2335-2339 2. USE 2'x5'xl/4"ANGLES FOR 2"x8"&2'x10'BEAMS. Ix..... - 3. USE BEAM SCHEDULE FOR DETAIL 318. E&RgP"CILTEI?Ni 4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR 1N COMBINATION WITH OTHER CONNECTION DETAILS.WHERE USED TOGETHER,BEAM MUST BE LIMITEDTO TOP BEM SPANS. S. SPAN TUBES BELOW THE BEAM.HID-SPAN TUBES SHY BE USED IN A ALL HAVE TOP BEAM LIMCONDITION WITH ITATIONS(INCLUDINGRS SPANNING VE AND 2 BLADE W/ ROUND WINDOW 99 ANCHORS ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS 8 N.T.S. EXTERIOR ELEV ABOVE AICD BELOW THE BEM. - - - - -_ 6. LAP BEAMS ARE NOT ALLOWED. O - --' - -- 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. 0 r� ANCHOR SCHEDULE: CONCRETE PMNxBe""AaDo`PNEE' ILII rPE0E `` 2.5"MIN EDGE DISTANCE _ •" G Spans Up Tp 6'-0" Spans Up To B'-3" Spans Up To 12'•0" , LOAD CONN TYPE CONN TYPE CONN TYPE �`;' Q _ ANCHOR (PsO Cl C2 Cl I C4 CS CS C2 C3 I C4 C5 Cl I C2 C3 I C4 I C5 z NO PE004 1/4•ITW TAPCON OR ELCO 43 16.0 36.0 35.0"18.0"18.0"16.0 18.0" 9:0" 33_0"36.0"16.0" 9.5" 5.5" B.5" 14.5" - = - ULTRACON WITH 1-3f4" 53 16.0"16.0"10.5"14.5'16.0"16.0'12.0" 7.0" 10.5"16.0"15.0" 7.5 4S' 7.S 10.5_ _-O * eV EMBED(3192PA MIN CONC) 62 16.0"16.0" 8.5" 12.5"16_0"16`0" 9.S' 5.5" B.S" 15.D"15_0" 7.5 4.5" 7.5" 10.5Z 70 36.0"13.0" 7.0" 11.0"18.0"15.5" 0.0' S.D" 7.5' 11.5"15.0" 7.5" 4.5" 7.5" 10.5" 7 / COMOINA TIOM C)�•. STATEO121A ( ' '- 7.x S ITYP.) ��� •.<ORIO 100 19.0" 7.5" 9.5" 7.5" 10.5"15.0" 7.S' 4.5" 7.5" 10.5'15.0" 7.5" 4.5" 7.S 10.5° 9 / LO COMBINA TIOIrJ; •.1/4'MILLENIUM M1LIFAST 43SB 0 16.0••15.0'16.0.1G.0"16.0"16.0•' 9.0" 13.S'16.0"16.0" 8.5" S.S' 9.0" 13.5"'EMBED MN CONCRRJ275ps162 16.0"15 0•' 8.5" 130"16.0"16.D'IB.S'' 5.5" 19.0" 13_5'13.5" 7.0" 4.5" 7.5" 9.5" O '� ��NAL �70 16.0"12.D•' 7.011.0"L6.0"14.0" 7.0' 4.5" B.0" 10.5"13.5" 7.0" 9.5" 7.5" 9.5" g100 13.5" 7.0" 9.5" 7.S' 9.5" 13.5" 7.0" 4.5" 7.5" 9.5" 13.5' 7.0" 4.5" 7.5" 9.5" 81/4"ELCO CRETEFLD(554 93 16.0"18.0"16.0"IG.O"16.0"16.0"16.0"13.5'16.0"16.0"16.0"32.5' 8.0" 13.0"16.0" I x S 17 YP.1 2 x S 17YP.1 •qFW/2-EMBED(33500 MIN 53 16.0•'16.0••16.0"16.0"16.0"16.0"16.0•'10,0"15.5'16.0"16.0" 11.0"14.0" - W1�jl z CONIC) 62 16;0••16.0"12.5"16.0"SG.O"1G.0"12.5" B.0" 13.0"f6.0"16.0"10.0" 6.5"_I1.0"14.0" ;4L e•�d 9�ILU1L11V'> 70 A6,0"36.D"10.5"160"16.0"16.0"10_5" 7.0" 11.5'15.0"16.0"10.0" 6.5" S1T0"14_0" N g 6:x uri 100 16.0"10.0" 6.5" 11.0"14.0"1160(30.0"j6.5"111.0"114.0"116.0"10.0' 6.S' 11.0"14.0" G W Y1 I'MIN EDGE DISTANCE i NOTE. "S"INDICATES ANCHOR SCHEDULE SPACING by c4 cs jDf4 cz a ca cs c1 a c3 c4 cs SPACING DIAGRAM.FOR C2 & C4 CONNECTION TYPE: 1/4'ITW TAPCON OR ELCO 43 16.0"16.0•' 7.5•' 8.0" 16.0•• 6.0" 5.0" 5.5" 16.0"116.0'. 9.0.. 3.0" 4.0" 14.0" - C2 CONNECTION TYPE USING PIECE QO WITH OUTSIDE Ci ULTRACON WITH 1-3/4" 53 16.0"16.0" 5.5" 6.5 16.0' 12.0" 4.5" 16.0^14.5 7.5" 10.0" ANCHURS ONLY 1. EMBED(3192psi MIN CONC) 62 15.0"15.5 4.5" 5.5" 16.0•' 9.0• 4.0" 14.5"14.5" 7.5" 10.0" - C4 CONNECTION TYPE USING PIECE©WITH '? 70 16.0"12.5" 4.0" 5.0" 16.0'• 7.5" 11.0"14.5•' 7,5" 10.0" OUTSIDE AIJCHORS OtJLY 100 19.5" 7.5 10 0-L4 5- 7.5" 10.0"14.5" 7.5' 10.0" 1 1/4'MILLENIUM MIl1fAST 43 1fi.0"16.0"11.0'13.5"L6.0" 13.0" 6.5" 9_5" 16.0"13.0'• 7.0" 4.0" 6.5" 1015" W WITH 1-3/4'EMBED(3275p5153 16 0"1fi.D" B.0" 11.0"16.0" 90'• 5.0" 7.5"16x0"SOgS_5.5" 5.57,5" ANCHORNOTES:MIN CONCRETE) 62 16.0"115" 0.0" 9.0' 16.0' 7.0" 4.D" 8.5" 11.0"10.5"•5.5" 5.5" 7.5"70 16.0" 9.5" 5.5'• B.o16.0'• 5.5" S.5_ e.s'• ID_5^ 5.5'• 5.5" 7.5" 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACWG ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE 10.55.5" 55' 7.5•' S.S' 5.5•' 7.5" 10,5" 5.5" 5.5" 7.5" LIMITED TO THOSE SHOWN IN TABLE 1(Pg 1). pv v K 1/4'ALL-POINTS SOUR-SET _ _1-1/a'MIN EDGE DISTANCE 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, �m` u ANCHOR W1 7/6'EMBED& Cl C2 C3 C4 CS Cl Q C3 C9 CS CI C2 C3 C9 CS ANCHOR TYPE AND EDGE DISTANCE.SELECT DE51GN LOAD GREATER THAN OR I/4.20 55 MACHINE SCREW 43 16.0"16.0" 8.5" 10.5"16.0"16.0'12.0" 5,5" 7.5" 16.0"12_5" 6.5" 3.0" 5.0" 10.0" EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER p (3000ps1 MIN CONC) 53 16.0"150" 6.5" 8.0' 16.0"16.0' 8.5' 4.0 G. i5�5"10_0" 5.0" -4A" 7.0" THAN OR EQUAL TO SHUTTER SPAN. - -'62 16.0"11.0" 5.0"7,0' 16.0"12.5 6.5• 3.5" 5.0" 10.0"10.0" 5.0" 4.D" 7.0" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. .E �g s� 70 16.0" 9.0" 4.S' 6.0' 16,0"10.5' S.5" 3.0" q,0" B.0" 10.0" 5.0" 4.01' 7.0" E e 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE 100 10.0" 5.0" 4.0" 7.0'• 10.0^ s,o" 4.0" 7.0" 10.0" S.0" 4.D" 7.0" BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER g 114•ALL-POINTS SOUD-SET 3"MIN EDGE DISTANCE. _^_ ANCHORTYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE ANCHOR W/7/B'EMBED D Cl C2 C3 C4 CS Cl C2 C3 C4 C5 Cl CZ C3 C4 C5 CCOONNECCITON TTMY➢PE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF 1/4-20 SS MACHINE SCREW 43 16.0' 16.0"16.0"114.0" 16.0"16.0"16.0"16.0"1].5"16_0"16.0"16.0"11_0'• 7.0" 11.01'16.0" fi A (3000ps1 MIN CONIC) 53 16.0"16.0"13.5°16.0"16.0"16.0"14.0" 8.5 13.5 16.0"16.0•' 8.5" 5.5" 9.5'• 12.0"- S. ALL CONCRETE ANCHORS SMALL BE INSTALLED TO NON-CRACKED CONCRETE 62 16.0"16.0"10.5"16.0"16.0"16.0"11.0" 7.0" 11.0'16.0'16.0" 8.5' S.5 9.5" 12.0' ONLY. g 70 16.0"15.0" 9.D" 16.D"16.0" 9.0•' 6.D" 10.0"33.0"16.0" 8.5" 5.5" 9.5" 32.0" 6. THE CONTRACTOR 15 RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED 100 16.0" 8.5". 5.5" 9,5" 12,0"16.0" B.5" 5.5" 9.S 12.0"16.0' 8,5" 5.5" 9.5" 12.0'• IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT L' 2-5/8'MIN EDGE DISTANCE LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER 1/4'POWERS SS DROP-IN FINISHES. W/1/4.20 SS BOLT AND Cl c2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS a-a 1'EMBED(30DOPM MIN _43 I6.0_16.0"14S"16.0"16.0"16.0"14.0" 8.0" 12.5°16.0"14.0" 7.5" 5.0" 8.0' 11_5" 7' WHERE EXISTING IELD TING STRUCVERIFYTHTURE FRAE IS WOO ARE FRAMING, ,WOOD FRAMING WOCONDITIONS CONIC) Id 16.0"16.0" 9.5 19.0"16.0"16.0" 9.5" 6.0" 30.0"16.0"11_5" 6.0" 4.0" 7,0" 8�0" MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR a 888 9.= 16.0.12.5" 7.5' 12.0"16.0"14.5 7.S' S.0" B.5" 11.5"11.5" 6.0" 4.0" 7.0" B.0" Q �e SIDE CLO PIECES. 01 q 16.0"10.0" 6.5" 10.5"16.0"12.0" 6.0" 4.0" 7.5" 9.0" 11.5" 6.0" 4.D" 7.0" 8.0" b S3 11.5" 6.0" 4.0" 7.0" 8.0" 11.5" 6.0" 4.0" 7.0" B.0" 11.5' 6.0" 4.0" 70" 8.0" 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF SPUD FRAMING,FASTENER 3-1/2'MIN EDGE DISTANCE SHALL BE LOCATED IN CENTER OF NOMINAL 26".,&T IN.7 WOOD STUD.314' 1/4'POWERS SS DROP-IN EDGE DISTANCE IS ACCEPTABLE FOR WOOD LAG SCREWS SHALL >� m W/f/4-20 SS BDLT AND Cl C2 C3 C4 6 CI C2 C3 Gi C5 CI C2 C3 OL CS HAVE PHILLIPS PAN HEAD OR HEX HEAD. $ 3•F14BED(3000Ds1 MIN 43 16,0"16.0"35.0"16.0"16.0"16.0"]4.5" 9.0" 13.5"]6.0"15_0" 7.5" 5.0" 9.D" 12_0" 9,, MACHINE SCREWS SHALL HAVE MINIMUM OF 1!2'ENGAGEMENT OF THREADS IN 6 a CONIC) 53 16.0"16.0"IO.S'15_0"16.0"156:01,1110.01. fii5 10.5]6.0"12.0" 6.0" GD" 7.5" 8.5' BASE ANCHOR AND MAY HAVE ETHER A PAN HEAD,TRUSS NERD,OR WAFER 13,0" 8.0" 12.5"16,0"IO8.0" 5.0" 9.0" 12.0"12.0" 6.0" A.0" 7.S" 8.5' HEAD(SIDEWALK BOLT),U.O.N. 70 16 V 10.5',7.0' 11.0"16.0"12.5" 6.5" 4.5 ti�D" 9.5" 12.0" 6.0" 4.0" 7.5" 8.5" DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 100 12.0" 6.0" A.0" 7.5' 8.5" 12.0" 6.0" 4.D" 7.5" B.5" 12.0" 6.0" 4.0^ 7.5" 8.5" __ _ _ _ 2'MIN EDGE DISTANCE _ • NUTORWASHER W1 GN ANCHORS ARE REMOVABLE BY REMOVING MACHINE SCREW, @ a 912 SM5 W/2'EYEWALL CS Q C3 C4 CS Cl C2 C3 CA C5 Cl C2 C3 07 CS WPD®R1MML®MYWPE ARMOR INSERT W/2"EMBED 43 16.0"16.0"11.5"14.0"16.0"16.0"36.0" 7.5" 10.0'16.0"16.0" 9.0" 4.5" 6.5" 13.5' 1L MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE, 15-2939 (TOODpsI MIN CONIC) 53 16.0"116.0" B.5" 11.0"160"16.0"11.5' S.5' B.0" 16.0"14,0" 7.0" 3,5' 5.5" 10.0" 62 16.0"15.0" 7.0" 9.5" 16.0"16.0" 9.0" 4.5" 6.5" 14,0"14.0" 7.0° 3.S' S.5" ID.O'• 12. WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED TO OCAIE, - p p DRILL INTO HOLLOW BLOCK,NOR SHOULD IMPACT DRILLS BE USED TO INSTALL PAAn nrsplrTlpNl 70 16.0"12.0" 6.0" 8.0" 16.0'14.5' 7.S' 9.0" 6.0" 30.5'14.0" 7.0" 3.5" 5.5" 10.0 CONCfIETE SCREWS TO HOLLOW BLOCK 100 Sa,O" 7.0" 3.5" 5.5" 10.0"14.0" 7.0" 3.5" S,S' 10.0"14.0" 7.0" 3.5 5.5" 10.0" 012 EMS W/2.75"EYEWALL 43 16.0"16.0"16.0"16.0"16.0"16.0"16.0"10.0"14.0"16.0"16.0'•11.5" 6.0" 9.5" 16.0" w ARMOR INSERT W/2.5• s3_16.0'x6.0"12.0"16.0"16.0"16A"-!10" 7,5" 11.0"16.0"16.0" 90" 5.0" 8.0" 130" 9 EMBED(200Dpsi MW CONC) 62 16.0"16.0" 9.5" 13.5"16.0"16.0"11.5 6.5" 9.5" 16.0"16.0" 9.0" 5.0" 8.0" 13.0" _ �-.-- O 70 16.0"_16.0" B.0" 11.5"16.0'16.0" 9.5" 5.5" B.5" 14.0"16.D" 9.0" 5�0" 8_D" 13.0" 100 16.0' 910" 5,0" 8.0" 13.0"16.0""9:0" 5:0" B.0 13.0"16.0" 9.0" 5.0"- 8.0"-13.0'= - Ell Elm ¢�' ®® ® ®® • . OrdMAIMIMELSE MMUEMMM EMEM EMEg51ES�EI�E�E�Ei�E�9EI�E�FEYILF�9EL� " MIMI Amo m ' mMENEM, q Ei E�[f�tE���EE�3i�®l//„® ®F��Et�ES� E ➢IEL��� . -_............. ®E�331ErE�® M. . ; i,� E�®EIb9E�ELE*� OWN Nimmommom 1 Qf mm"(/////J//////�� Rim � /i ��i�/ iji/i N �/ate 1/4-MILLEMIUMMILLFASTMMINUINR'.I melIlIllliMl ,1�11 0E`7F�%/////,%///%//%////�%/lig//////////////%///.///� ". ///� - i//i/i % '//i,/ai /iii moi%�iii�i �m©©�©mmm[�m m©Om00m©0000©©©000[3!© /moiElm ■�a�mmmomo©moomom�mmmoo�mo©mo oeoeoo : V111070 1911A? M M ro/o/M am ms./i No" iiii�ai �y�/iii%i ii��//� mmou i'/iii = ce ''//// �j%//j%///� /�� m©m©mN MEN MIN EDGErg0000000©o©m©om EF�EIEa'i////O/%//�iEf�l�%///%;'///%71�.%/////�,��0//O///i//!//////�%//O�///� •' EI�[�EE3�II�EF��'it%/O/�E��'%/////,O/O/�/////i.� //// E�/1111,j///�f�//� /ice//%� 10 'RANK L BENNARDO P.E. ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK ``'0j1111L/ 'PED046549 :'3_Y; _ 2'MIN EDGE DISTANCE ___ ��r1�••• --,_ �i Scans Up To 6'-0" SDBns UD To B'•3" Sops UO TO 12=0" Q • L1C LOAD CONN TYPE CONN TYPE CONN TYPE [� i ANCHOR (i✓59 Ci I Q I C3 C4 CS Cl C2 tl C4 CS CL C2 C3 C4 CS 1* NO PEQ0465q f12 SMS W/2"EYEWALL J53 I6.0 ifi.0" 7.5 9.0 16.0 15.5 8.5" 4.S' 6,5 15.5 8.5 4.5 4.0 7,0 _ _ i ARMOR INSERT W/1-1/4' 16.a"10.5" 5.0" 7.0" 16.011.06.03.55A11.07.03S3.Srr .0" _0EMBED160"7.5" 4.0" 6.0" 14Y 9.0" 4.5" 4.0" 7.0° 7.0" 3S3.5" .0" ;•�z m 11.5" 6.0" 3.5" S.S' 12.5` 7,5" 3.5" 3.5" 5.5" 7.0" 353.5 .0" ��.(L• STATE OF wmL 7.0" 3.5" I 3.5" 5.0" 7.D"�3.5 3.5" 5.0° 7.0" 35 3.5" .0 ssi R.�ORID►• A?LL '� ANAL 6N -- - ANCHOR SCHEDULE: WOOD (G-0.55) 1 3/4"MIN EDGE DISTANCE u �> Spans Up To 6'-0" Spans U°To 8'-3" 5-c Up To 12'-0" Z j ul N D 00 LOAD CONN TYPE CONN TYPE CONN TYPE Z .. GM z ANCHOR (0� Cl 1 C2 I tl C4 CS Ci C2 C3 C4 CS Cl ' C2 C3 Ct CS W V� @°y 1/4'LAG SCREW WITH 1-3/4 43 16.0"16.0111.5-112.5"12.5"16.0"16.0-116.0" 7.5" 9.0" 16.0116.0114.Y'14.5" 4.5" 6.0" 16.0•' 1�)��//��(/7//�, d9;r,1 MIN THREAD PENETRATION 53 16.0"16.0" B.5'�10.0"16.0"16.0"16.0" 6,0- 7_0" 16.0"16.0"11.5" 4.0' 5.0" 16:0" 1� UI W dx 6i 62 16.0"16.D" 7.0 B_5" 16.0"16.0"14.5" 5.0" 6_0" 16.0"16.0"11_5" 4.0 SN" 16_0" O w '+' ♦ Lt4ttID 70 16.0"16.0" 6.0" 7.5" 16.0"36_0°12.5" 4.0" 5.5" 16_0"16.0"ILS' 4.0" 5.0" 16.D" p 100 16.0"11.5" 4.0" 5.0" 16.0"16.0"11.5" 4.11" 5.0" 16.0"16.0"ILS" 4.0 5.0" 16.0" 7/16'WOOD BUSHING WITH 43 16.0"16.0" 8.0'_10.0"16.0"15.5° 8.5" 4.5" 7.0" 15.5' 8.5" 4.5" 4.5" 7.0" R 1.13'MIN EMBED 0.1/4.20 53 16.0"10.5' S.5" 8.0" 16.0"1110' 6.0" 3.5' 5.5" 11.0" 7.0" 3.5" 4.0" S.0" 55 MACHINE SCREW 62 14.0" B.D" 4.5" 6.5" 14.5" B.D" 4.5" 3.0" 4.5" 7.0' 7.0" 3.5" 4.0" 5.0" m ° .Lamm 70 12.0" 6.D" 3.5" 5,5" 125' 7.5" 3:5" 4.0` S_5- 7_0" 3.S' 4_0" 5.0" p ff '' 1D0 7.0" 3.5" 4.0" 5.0" 7.0" 3.5" 4.0" 5.0' 7.0" 3.5" 4.0" 5.0" a 3 !14 SMS OR*14 WOOD 43 16.0•'16.0"12.S'14.5"16.0"16_0°16.0 0.0 10.0"16.0 16.0 11.5" 5.0" 7.0" 16.0" w E SC WITH 1.3/4"MIN 53 16.0"16.0" 9.0" 11.5"160"16.0'15.0" 6.0" 8.0" 16.0"16.D" 9.5" 4_0" 5.5" 13.0" THREAD PENETRATION 62 16_0"16.0" 7.5" 9.5" LEV 16.0"11.5" 5.0" 7.0" 16.0"16.0" 9.5" 4.0" 5.5' 13.0" � ammm O®. 70 16.0"16.0" 6.5" 8.5" 16.0"16.0"10.0" 4.5" 6.0" 14.0"16.0" 9.5" 4.0" 5.5" 13.0" �°~j��Oa IOD 16.0" 9.5" 4.0" 5.S' L3.0"16.0° 9.5" 4.0" 5.5" 13.0"16.0" 9.5" 4,0" 5.5" 13.0" 0.-��h O n ANCHOR SCHEDULE: WOOD (G=0.42) 6wr2 3/4-MIN EDGE DISTANCEF 'J- ri Spans Up 8 p •T8'-3" _5012 UO TO 12'-0" rn 0 LOAD CONN TYPE CONN TYPE CONN TYPE s ANCHOR (P� Cl C2 1 C3 I CA I CS Cl I C2 C3 I C4 CS Cl C2 I C3 I C4 I CS g 1/4'LAG SCREW WITH 1-3/4' 43 16.0"16.0" 9.0" 10.0--116.0"16.0-116.0.. 5.5" 7.0" 16.0"16.0" 9.5" 3.5" 4.5" 15.0" p" MIN THREAD PENETRATION 53 16.0"16.0" 6.5" 8.0" 16.0"16.0-112.5" 4.5" 5.5" 16.0"15.0--17.5" 3.0" 4.0" ILO-- R LD"N 62 16.0"16.0" 5.5" 6.5" 16_0"16.0" 9.5" 3.5" 5.0" 15.0•'15.0" 7.5" 3.0" 4.0" 11_0" - a1 -- - - d 70 16.0"13.5" 4.5" 6.0'!16.0"16.0° 8.0"-I 3.0„ 4.0 11_5"15.0" 7.5" 3.0" 4y0" 1L0" _ V 100 15_0" 7.5" 3.0" 4.0"11.0"150° 7.5" 3.0' 4.0" 11.0"15.0" 7,S' 3.0" 4.0" 11.0" ry O 4!14 SMS OR a14 WODD 43 16.0"16_0" 0.5" 10.5"16.0 16.0 12.5" 5.5" 7.0" L6.0"13.0" 6.5". 3.5" 5.0" 10.5' o. SCREW WITH 1-3/4-MIN 53 16.07 16.0" 6.5" 8.0" 16.0"16.0', 8.5 4.0' 5.5" 16.0"10.5" 5.5" 2.5 4.0" 7.5" THREAD PENETRATION 62 16.0"11.5" S.D" 7.0" 16.0"13.0" 6,5 3.5 5.0" 1D.5"10.5" 5.5'.' 2.5" 4.0" 7.5- �` {�S6ga41IDD6N> 70 l6_0"•9,5" 4_5" 6.0" 16_0 11_0" 5.5 3.0 4.0" 8.0 10,5". 5.5" 2.5" 4.0" 7.5" 100 10.5" S.S' 2.5 4.0" 7.5" 10.5" 5.5' 2.5" ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK t°e 4"MIN EDGE DISTANCE rj SDans Up T°6'-0" 5oans UoTo 8'-3" Sans Up T°-12'•0" rn 0 LOAD CONN TYPE CONN TYPE CONN TYPE K _ ANCHOR 1Pso Cl C2 C3 I C4 I CS Cl i C2 C3 I C4 CS I Cl I C2 I C3 I C4 CS 5/16-ITW TAPCON%L W/ 43 16,0116.0"16.0-116.0"16.0"16,0-116.0115.0-116.0-115.0 16.0"1 15.0" 9.0" 14.0"16.0" ° 2-1/4p'�MIN.EMBED 53 16.0-116.01,16.0"16.0"16_0"16_0"16_0"11.0"16_0"16_0"16.0"12.0" 7.5" 12_0"16.0" Y 62 76_0"16.0"14_0°16.0"16.0"16.0:15.0" 9.0" 14.0"16.0 16.0"12.0" 7.5" 12.0 16_0" a 70 16.0"16.0"11.5'16.0"16.0"16.0"12.5" 8.0" 12.5"16.0"L6.0 12.0" 7,5" 12.016.0_' 2 10D 16.0"12.0"17.5- 12.0"16.0"160 12;0" 7.5" 12.0^16.0 16_0"12 U" 7.5" 12.0"16.0" Ilk s �R y 5/16'EL.CO ULTRACON W/ 43 16.0"16.0"110.5"14.0"16.0"16.0'10.5' 6.5" 9.5" 16.0"11.0"�5.5 6.S' 9.0" H 2-1/4'MIN.EMBED 53 16.0 13.5' 7.5" 11.0"16.0"14.0' 7.5' 7.S' 13.5' 9.0" 6,5' °OP4Y901MV(L1HfM19°1E wm 62 16.0"10,0" 6.0" 9.0"X16.0 11.0° 5.S' 6.5" 9.0" 9.0" 6.5" 15-2339 87.0" 15.5" 9.5' 5.5" 7.0" 9.0" 6_5" SCAM s 100 9.1Y'�S' 6.5" 9.0" 5.5" 6.5" 9.0'�, 6s" PACO PROCRIP CM t1 s 2°MIN EDGE DISTANCE _ CS C2 C3 C4 CS C1 CZ tl C4_ CS CI _C2 C3 C4 CS #12 SMS W/2°EYEWALL 43 16.0"16.0" 9.S' 11.5"16."16.0.14A" 6.0" B.0" 16.0"14.5" 7.5" 3.5" 5.5" I1.S' ARMOR INSERT W/2'EMBED 53 16.0"16.0 7.0" 16.0' 9.5" 4.5" 6.5" 16.0"11.5" 6.0" 3.0" 4.5" B.S R 62 16.0"13.0" 5.S' J.5" 36.0"1q.5" 7.5" 3.5" 5.5" 12.0 11.5" 6.0 3.0 4.5" 8.5° __16.0"10.5'_5.0" ANCHOR CHOR SEESHEET - ----- - __.______ ANCHOR NOTES. 100 11.5" 6.0" 3.0" 4.5" 8.5 11.5" 6.0"- 3.0" 4:5" 8.5""11.5" 6.0" 3.0" '4:5 8.5" -__----- ---