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Property-Information Buildirg Infonnation Owner: Ken Weider Wind Zone: 150 MPH. Address: 21 Vera Cruz Exposure Category: B Ft Pierce,Fl 34951 Minimum Building Dimension: 30 ft. Mean Roof Height: i 15 ft. lit Risk Category: II Design Pressure Calculations Opening Location Device Device Device Max Positive Max Negative Number Zone Width(in) _IL Height(in) IF Elevation(ft) Pressure(psf) Pressure(psf) 1 End 53 65 7 26.9 -35.0 2 Int 37 65 7 27.6 -30.0 3 Int 53 55 7 27.2 -29.7 4 Int 53 55 7 27.2 -29.7 5 Int 72 80 7 i 26.0 -28.4 6 Int 72 65 7 26.4 -28.8 7 Int 26 40 7 283 -31.0 8 Int 26 40 7 2 8.6 -31.0 'I I Ili Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.5th 5dition'(2014)Florida Building Code. Page 1 of 1 _----- — ----- y & x h f SCIS Home Log In User Registration Hot Topics; Submit Surcharge s 112,11 1,Facts Publications IBC Staff BCIS Site MapT I nks Search 1 @pProduct "iUSER:utApproval l; Nr Product Approval Menu>Product or Application Search>Application List>Application Detail 12,5A FL#11 FL1375,7x,R=5, ,y Application Type Revision Code Version 2014 j Application Status Approved 1 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 I 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 Categoryh Utt ' Subcategory Accordio 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 P.E-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 Index 2 odf FL13757 R5 COI IndeD 3.pdf FL13757 R5 COI Index Ddf Referenced Standard and Year(of Standard), Standard ASTM E1886 2006 ASTM E1996 2005 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13757 R5 Eauiv Eouiv 2.1)df FL13757 R5 Eauiv Eauiv 3.odf FL13757 R5 Eauiv Eauiv.odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/21/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/06/2015 Date Approved 06/22/2015 Summary of Products FL# Model, Number or Name Description 13757.1 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13757 R5 II Dwa.Ddf Approved for use outside HVHZ: Yes Verified By: Frank L. Bennardo,P.E. PE0046549 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other:See installation drawings for allowable FL13757 R5 AE Eval.Ddf span/pressure combinations and additional limitations of Created by Independent Third Party: Yes use. _6-8Stream line-Shutter, Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13757 R5 II Dwa 2.1)df Approved for use outside HVHZ: Yes Verified By: Frank L. Bennardo, P.E. PE0046549 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other:See installation drawings for allowable FL13757 R5 AE Eval 2.Ddf 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 R5 II Dwa 3.Ddf Approved for use outside HVHZ: Yes Verified By: Frank L. Bennardo PE-0046549 -Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: +110/-128 Evaluation Reports Other:See product drawing for additional information, FL13757 R5 AE Eval 3.Ddf anchorage,etc. Created by Independent Third Party:Yes Back' Next C Us::26D1 Blair Stone Road.Tallahassee FL 32399 Phone:850.4 78 1824 . The State'of Florida is an WEED employer.Copyright 2007-2013 Stare pf Florida.::Privacy Statement:i Accessibilitv.Sta men ::Refund Statemenr 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 sand electronic nrail'to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1.395.*'Pursuant to Section 455.275(1),Florida Statutes,'effedive October 1,2012,licensees licensed under Chapter 455,F.S.must pruvide.the Department with an emall 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 nct 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[rAppgroval Accepts: 10A est'i Credii Card Safe 6 .8 STREAMLINE SHUTTER FOR USE WITHIN AND OUTSIDE THE HVHZ TJ GENERAL NOTES. 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING No W46 ." CODE,FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE,AND THE INTERNATIONAL BUILDING CODE RC AL CODE�,.RC).THIS SYSTEM UNLIMITED WIDTH------- QF iozg %AND INTERNATIONAL RESIDENT! rq S MISSILE LEVEL'D"AND INCLUDES ES ESSENTIAL FACILITIES AS DEFINED IN STM E1996-09. It MEET 0% P SECTION SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE 2 DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE TOP TRA&I". �o* - RE 'REMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE .29 FLORIDA = -Ej IBUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN 'u�x PRESSURE CAPACITY VALUES LISTED HEREIN FOR AN ASSEMBLY AS SHOWN. > w t, 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/703 AND ASTM E1886/EI996/E330. Q I - I BY A 1.5 s Z w 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED SAFETY FACTOR. zw IR 5. THIS SYSTEM HAS BEEN DESIGNED W'17*4 NO SEPARATION FROM GLAZING REQUIRED IRED FOR ALL WIND PLAN VIEW ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. In uj os 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND ul 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!NACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR cc WIND LOAD CA'CULK-TIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FAC-.OR OF Kd=0.852 UZ SHALL BE USED. 8. THESYST EM DZTAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. 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 PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 3 61GI5-23 OF THE FLORIDAiADMINISTRATIVE CODE. 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE a CONTRACTOR GOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR ¢O s VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. e 11. ANY MODIFICATIONS OR ADDITIONt TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL <"I DOCUMENTS z 12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING HURRICANE PROTECTION BOTTOM OFFICIAL MAY RE%IRE THAT SITE SPECIFIC.DOCUMENTS BE PREPARED,SIdNED,DATED AND TRACK E C��-3 i � SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE DEVIATION.AS A CONDITIONTO THE BUILDING OFFICIAL GRANTING HIS HER APPROVAL. LOCKING MECHANISM,SEE 13. EACH SHUER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM TYPICAL PLAN VIEWS INFORMATION: TOWN&COUNTRY INDUSTRIES CCORDION .91 TYPICAL A FORT LAUDERDALE FL 9 MISSILE LEVEL D-ASTV,Eieek EJ.996&E330 SHUTTER ELEVATION TAS 201,202&203 N.T.S. ^i EXTERIOR ELEV FLORIDA BUILDING CODE APPROVED TABLE 2• 14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 K.S.I. 15. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A MINIMUM SEPARATION FROM GLASS MINIMUM"ENSILE STRENGTH OF 60 K.S.I.,V.O.N.POP RIVETS SHALL BE 114"0 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 FACILITIES bQX LOCK AT CENTER DR,SIDE CLOSURE. 17. TOP AND BOTTOM DETAILS MAY B�INTERCHANGED AS FIELD CONDITIONS REQUIRE. ANCHORS. SHUTTER !31 'rill OR TRACKS A BE R E AT.I TA K G LOCATIONS.USE REMOVABLE AN SPAN INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS st�n . N fill- C Il I 19. U WITH -RAO US OF 10" :5 30 A80 >30'ABOVE- 30 ABO ->30'ABOVE- N v N R IT MIN EM V ABL qON_S NG rR S'Y A CURVE W E,VT: E To M 0 TI N A UM V � V,FINISH.. GRADE GRADE GRADE 22 2 a D 0 A E GRADE r Y-3 B FORM I PLATED. L T IF INT, E"�U 10 S A 'S!"� SHOWN I�D D E I L e I T C IC� IM l N E 5I_ACES 01;SLACK. 72" 2A/4" EL T CT I L CONTACT WITH Hj__ INSTALLED 1 1'N�L V sMa 5 LR V� R WATER SEEPAGE IS POSSIBLE. �j U ADDITIONAL C WITH T _.�LA r �".LL D ANCHORS 0 1 RACKS ERE E 3-1/2" 3-518" 1-718" 99 `rASLE l". 129' 4-118" 2' 4-114" p. TABLE I NOTES; Mi' i # 1. DESIGN PRESSURES SHOWN IN"ACCORDION 144" 4-7/8" j 2' ACCORDION SHLJITT�R SHUTTER SPAN SCHEDULE'ABOVE ARE TABLE 2 NOTES: MAXIMUM ALLOWABLE DESIGN PRESSURES 1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. CoFYR=FML8L4MFMPE� SRAN SCHEDIALE AT EACH RESPECTIVE SHUTTER SPAN. 2. I�Z.DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNTY 2� LINEAR INTERPOLATION BETWEEN SHUTTER 15-2339 POS JIVE NEGATIVE, I - - 3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND I SPANS IS'NOT PERMITTED.FOR SPANS gv:.4=Lh� DESIGN SCALE: I PRE -THOSE INDICATED ABOVE,THE PAGE DESCRIPTION! BETWEEN ZONES I THROUGH 4 OUTSIDE Of THE HVHZ,PROVIDED THAT SHUTTER HAS A inl_P:i2_Fi_: -gau-g- SPAN OF AT LEAST 30". DESIGN PRESSURES FOR THE NEXT HIGHER MINIMUM Olarl JESJF: 4. INSTALLATIONS IN WIND ZONES I THROUGH 4 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 30"SHALL HAVE 2-7/8"MINIMUM SEPARATION FROM GLASS WHEN 15 30'ABOVE GRADE,AND 1-5/8"WHEN>30' SPAN SHALL BE USED. 100 ABOVE GRADE. FOR SPANS BETWEEN THOSE S. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED. LT INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED. 63 6. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM E1996-09, 43 7 /1 V VEOgg/1�54Y/jAHbO,P.E. 4 _-2,A 7q„- _PRO4.87 ON VARIES E ,rN , _ 8 0.125" 0.062" 0.450" 0.080" �. .`, ,+ '-.r o j-1.830" 0.062" ry 2.�.:• o 1.708" 0.200" �p-1.706" 0.no" IN -�-_ 0.080" 0.063" -''i�_j,-_•0.1:'83 0.036" 0.195" o �� 2.820" •ry�'� rv'n �'----T- .•----?- 0.070" 0.060" ry 3 ••• SETE v 0.125" 00 630" 0.630„ 0.062" 1.908" 4 f: t' in & z 0.630"�-=�---i � 0.062" ti 0:630" O.tl62^ ,. _L � 0.14 �tr O 0.046" (]��Q U111- .: .l*" -1'"' .064"-{ '---0.971" {•0.475"•} 0.243" 7lll �+ R �� IT) X 0.062,. Lp.2p0".. �-1.064"-t 0.062" `0.200" 0060" 0.06 1� 70"-� 0.630" 0Ab 0.0062y ti / I> u�..�i" �h ul d 1.069" l'J4 _ 0.620" 1.069"-� 0.062"�0" Lu {J:W[1 SUPPORT LEG OPTIONAL i -5.745"MAX. x1.069"•-� � m ...{: 5.745"MAX.- I ti, 3 OWAL"-L ,. BUILD OUT WALL STREAMLINE CEILING TRACK STREAMLINE WALL TRACK (�HEAVY HEADER(SILL Q LITE HEADER/SILL f auJ SCAL•E>HALF SIZE SCALE:HALF SIZE t•�` SCALE,HALF SIZE `✓ SCALE:HALF SIZE `✓ SCACEi-HAI SIZE SCALE:HALF SIZE J N O a - WHERE SHOWN,SCREW BOSSES li &FELT GROVES ARE OPTIONAL n ON ALL EXTRUSIONS M 0.874"} 2.655" 0.675" 2.195^ 0.510 S¢ . . _���--•-2...-6-.5I-----.I--J w?:. -.-: �N ! w E- 1.2ti.2;4" � 1I 2�069" -0.1 610 _nri oO'^ i 2,195" in(i 1.2M3 0" 5° O.060" 0.725" 0. u7 -T m9qOW' f3620.105" 4.84" �1.069"+ N .831" x.105"0.105„ 0.075 p0.105"1 0.044" Ln 4.510" 0.994"1 E 3 S TESTED THICKNESS OF 4.510 -� ----_-3.506"----•� BARE METAL W/O PAINT IS 0.039" SILL (g�ILL ADAPTER �J EXTENDED SILL 10 EXTENDED SILL ADAPTOR 11 ADJUSTABLE SILL BOTTOM 13 6i8-STREAMLINE-SLAT_/BLADE �Q 0 SCALE:HALF SIZE ``✓✓ `✓ SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE--HALF SIZE- 0 IZE" SCALE:HALF SIZE Cr Qg I y� $R3a 55 j 0.477" 1.570"0 510' � �`m" HE' .1 O.S90" 0.341" 37g S 0.143"-{ 0.147"-{}- 0.080"= �-� 06 0.00. 0.245" EEEF£ 1.708"-'!I 0.143" 0.096" 0.060" T q {L-- 4.753'-- i _--1.„ 0 0.115" - ®a.o80" 0.117" t 0090"ry T0.096 " � a L _ a.6sz^ o.s3o^ 0.060 . I a.aeoR 0,04i�--x•.22"� COPi PJCIRF0.4a(LBfh'WRDOPE I 1 0.693 15-2339 NOTE:Tl-406.'.-SS OF BAP.E - 2.822 �--1.625"---} 1--{-0.420" SCALE. METAL W;O PAtNT IS 0.034" pAOE oE5CR1P730� ^ X15 6.8 STREAMLINE STACK __ 16 RADIUS CEILING HEADER/SILL 17 6.8 STARTER 1g WALL SILL CLIP igb WALL SILL SCALz!HALF 517E SCALE:HALF SIZE SCALE+HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE 94 0l p 1 - tr 1a, �X `\\\ E0C IPI 1/.P.F. ,. 1.950" \ ��'Ar-�!!`y' -��-0,125" 0.610" STAINLESS STEEL 280'1-f 4 0" NYLON WASHER OR y� '4 fWW !r ASSEMBLY ALUMINUM 0.357" - 0.320"0 HOLE o w 0' 50" 0.276"}-{� Q, " ��j}'--='==- N o o tl 10 x 2-3/4"410 HT S.S. + 'U3'7'O.8B0' II °, NSERTS SCREW W/TC ULTRACOTE59O.Sf..... 20"? INTdCOATINS " j r' I_ TRACK SNP TOP&BOTTOM) �i ,NYLON BUSHING W/WASHER:TYP.AT EVERY OTHER 0.750" 7/16"0 x 1/2"@INTERIOR JOINT 70P 0.870"''FF ! 8 INSIDE JOINT AT TOP. 7116"0 x i"@ INTERIOR l0tNT 8OTT0Pi / q1` a" ANGLE CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR _ 1}U i W �"G`�""^"'% HOUSING-Z[NC RICAST,POWDER COATED S a SCALE,HALF slz£ 22 ROI LERASSEMB!'Y 24 BUSHING ASSEMBLY DETAIL 26 BOX CENTER INSERT $z o SC"AL'Ei HALF SIZE NOTE: MAY BE KEY OPERATED OUTSIDE SCALE,HALF SIZE SCALE;HALF SIZE Z °1° OR KEYjTHUMB TURN OPERATED INSIDE. W W 90; 3 X 0.250" • 23 BRASS-".PUSFI=:I.00K�F� ��44 3 SCALE,HALF SIZE - o m d R0.155" 1.978" 2,125" WO 80.500" 1.742- no + 0.•.LL28 " i 0.286' ,..2,-86" 224-"1.♦ ..167 -4.000" 0236" 0.5000.623" i.?10" 0. 31" 0.531" 0.790" 0,090' 0.319" 6' �DD64" 0„09 " rn0607 0.25tl" O.607" 0.224" 0.239ry O 2.000" p.060" 0.496" 0.240" EM - Oa'A . A_ 27 RAINGUARD 28 DECORATIVE FLOOR TRACK 3.476" .t50„ ..�0=z22"y=f- SCALE:HALF SIZE SCALE-HALF SIZE 1.001 0.062" 0.062' �-0.062" (-0.176" UIITY#P£E�'I QGK'y 31 MALE BOX CENTER 342N FEMALE BOX CENTER }E B 3D - SCALEa HALF SIZE SCALE,HALF SIZE L!.�' \E o SCALEi HALF SIZE"'' t� c 3 m 41-0.062" }-}0.400" s 5.500"x 13/16"WIDE 7/16"0 STAINLESS - o . ,4 (•167" STEEL NUTy----.,,- ©, S �- 30 n 0.125" n 0.438" in CD! ' . 0.188° 5/16--18x1 MACHINE SCREW 7Yp, - STAINLESS STEEL 5116.0 INTERNAL Nim 4.SOD" �-"-}0.689" POWDER COATED,ZINC DIE-CAST THREADHEAD STYLE VARIES _4____DE TA o EL zo2SECTION A O.GKrADAPTER37T-SCREW INSERT 3g THUMB SCREWi-L{{,, � pp 2 (0P.TI0 '°'` SCALE:FULL SIZE SCALE:fULI SIZE ��,NOUST10 SYSTEMS 0 0.254" 4Q 4Ob4Oc BOX LOCK-=_=,,.. _ _ __ _ SCALE HALF SIZEFND STRIP 1��35 SCALE:-HALF SIZE -2.000^-� 2 & 3" EXT 1.625" }-Is00"-� ( 0.125" -11-0.125"SCALE: HALF SIZ£0.050" 0.093"0.125"0.685" C 0 0.125" GCPYR3WFRWLB4.NIM00PF. 0 ! , ^ g o.093° ^' 15-2339 ,0.250"-{ o i 0.085" ai ! ri PAGE PAGE DESCRIPTION: - r--- 7 000" d c^ .„ 2X' ANGLE 211,ALT 1 ;END STRIP , 21 1.5"x3"x0.093" ANGLE 25 2"x3"xO.125" ANGLE J9 � SCALE HALF-_SIZE- - SCALE,HALF SIZE SCALE,HALF SIZE 9� SCALI.�i HALF SIZE - I �-»� 1�byonirr!i►s+�po.P.E. ANY CNC1OR PER ANCHOR EDGE DIST. • J SCHEDULE,@ 28"G.C.' EXISTING DIST. (. GLAZING 11 SEE BND STRIP SCHEDULE FOR S SPAN WHEN USI •."1. z A .ANGLE EMBED +y 20,40a,40b ORt� o-' 7� EMBED. ' i' ( (INTERIOR) LEG D RECITON n n _ 1/q" OR GB STARTERTA 91 i+n;� I � (0 - MAX. WITH 21 OR 25,a,0 17 r;7' -T6 MIN.0.062"THICK 6063 ALUM. { 30 ANGLE L"x I"MIN,TO 2"x 5"MAX. 7.1 25 !tE// 2 EDGES - (ANGLE LEG MAY BE REVERSED) ,,22tt �..a ^ DIST. FA14GLE TO CK W( ANY,ANCHOR PER ANCHOR 2)#IQxl"SCREWS AT >�Q CORNER,O &BOTTOM;AND ft d W l7 SCHEDV.CE-@=18"_•O:C. - ATTACH 2" AL STARTER R m.� #12 x 1/2"GALVAN12ED OR 13 #12 x 1/2'GALVANIZED OR S.S.SMS, S.S.SMS,3/16"0 ALUM.POP6.80"{TTP.) { 3/16"0 ALUM.POP RIVET,OR 1/4.20 RIVET OR 114-20 MACHINE IN _ _ s 4 USE(1}BRASS PUSH LOCK OR{7) MACHINE BOLT&NUT @ I8.O.C. ALTERNATE END STRIP DETAIL 13OLT&NUT @ 18"O.C. N 3 j WITH 6.8 STARTER AND ANGLE (EXTERIOR) 5/16.18 UAT SCREW INTO THR£ADEp '0 W ' SChL£:3"=1'-0" ANY TRACK WJ �t0.. a - INSERT 37 AT iia SPAN TO 2J3 SPAN SCREW BOSSES. �1 FROhI BO OM OF SHUTTER,RECEIVING ENE)STRIP SCHEDULE ¢ t TYPICAL PLAN VIEW HOLE SHALL BE 318"MAX WIDTH,UP TO PSF SPAN SCALE:3"=T-0" I"HEIGHT, 1-0/0(2,7") 62 10 m ® $2 94 rfy`yj USE(1)BRASS PUSH LOCK 112 80 Cc. OR 11e 1111-13 7HlaMB 2 76" SCREW I 0-THREADED LOCKING DETAILS FOR 2"BIO(3.T) 62 95n SEE END STRIP w INSERT 7 AT 1/3 SPAN CENTER MATES ( 72 8E SCHEDULE FOR MAX, TD 2/3 AN FROM SHOWN ON RANDOM 82 8 t� j2 SPAN WHEN USING '3BOTTOM OF SHUTTER. ,30 DETAILS 3"810(4.T} .-.-6220,Ada,40bOR 40c, r o 303"MAX 1Hi+IflTN UPLTO£ 13 82 73"R 1/4" OR 6.8 STARTE1"HEIGHT. 30 ALT.1"tl/0 fit 1 [tj J\jMAX. WITH 21 OR 25. "Ors 72 . (210") 182 02C 0 US£APPROPRIATE _ g " STARTER STRIP TO y,` l .gP• — — — 1.5'x3" 45 9" PROVIDE CLOSURE 73 x0.093" 52 57 87" BUILDING CONDITIONS. 3 60 81' E o 23 2I 64 7 FASTEN STARTER STRIP a ! (INSIDE) 70__" TO TRACK W/(2)f110x1" v `f g - 7 3� SCREWS AT CORNER,TOP ' x0.i25" sz 1ze ALTERNATE END STRIP DETAIL 8 BOTTOM. O Z a v52 123" SCALE,3"=V-0" ANY TRACK W/SCREW 13 a 80 20" BOSSES. F I 16 64 116" Nuc 7 17 " y. f 73 1 9" ^ {1J� SILL "a r• FOR OWNINGREATER NDST IPSCHE OR DS SCHEDULE, w W SHOWN EOUIRE STRIPPSCH90-CL END Ix _) i STA IPSRN USIRE A1•x1'HOR CL1 TANGLE 3 3 I� ANCHORSCHED AN7 ANCHOROH THE EXISTING GLASS o a j{I z ANCHORR114-20 &!14x3/4'SEK u �.., 13 SCREWOR 1I4-20 BOLT TO ENO STRIP. flag 30 v m USE(1)BRASS PUSH LOCK (INSIDE) 8 ' f 1 USE{t}BRASS PUSH LOCK OR(1)5/16-18 THUMB OR 111 51y16�-18 THUMB 13 d a SCREW VAN THREADED �+ INSERT 1 i�7]OAT 1/3 SPAN 30 z TO 21/3 3 AN FROM SPAN SILL? BOTTOM OF SHUTOM TER• (OUTSIDE) g g BOTTOM OF SHUTTER RECEIVING HOLE SHALL BE [ 1 3/8"MAX WIDTH,UP T K ' 1' HEIGHT. 23 Y1 ii 6 TYPICi»L OUTSIDE CORNER CLOSURE _ —— _ 3s 30 lLr DETr-!,ILS v-n- /CORNER POST NT$; y ....-- 1330 GOPi1lAiHLFWJ[(LBEN✓,,ImOF.F. t 13 31 2 is t3 z3 (OUTSIDE) 15-2339 ay SILL USE(1)BOX LOCK AT 1/3 SCALE' - e SPAN TO 2/3 SPAN FROM PAGE DlSGR1PITON: N BOTTOM OF SHUTTER TYPICAL INSIDE CORNER CLOSURE F� �9fl CC2 MULTIPLE SHUTTER ASSEMBLY DETAILS WO(CORNER POST NTS SCALE:3"=1'-0" d :( a ' J i \\ p.P.E. REFERENCE AN HOR EXISTING HOST ``\ P� N ' -'SCHEDULE FOR MAX. STRUCTURE SPACING .� •� � /i7. C1 CONNECTION TYPE 1/4-zo MACHINE BOLT = 1 1"' S . REFERENCE ANCHOR 1/2" W/NUT @ 12"O.C.OR ? 4 /r• \ SCHEDULE FOR MAX. ® #14 SMS @ 6"O.C. SPACING 1/2" (TYP.TOP&BOTTOM) TA 2 FASTENERS ALUM. TUBE �1 EACH ANGLE � 6063-T6 ALLOY . ... SEE 'FABLE A FOR SIZE. I 0 o CS)OR ALTERNATE THRU BOLT v(' •11r I��C�t' 8 1"x 2"x 1/B" I I' GORVN =J `i7 � S OR 2"x 2"x 1/b"' CI CONNECTION TYPE -o Z w z� a$ ALUM.ANGLE ° „ w U X _ REFERENCE ANCHOR MN GLASS m a- I� >< W 73 SCHEDULE FOR MAX. SEPARATION 13 w w l.:l „ I SPACING PER TABLE2 r' N`- V „°744 THREE 3/16"0 ALUM, ° '� f. Z OS w„ PO?RIVETS OR r 7az� NCI 0, THREE#12'SMS,7YP. ° 17 I I I oR DOOR r1M o_¢ W ~w m 6 3/16"0 ALUM.POP w I- U) 3 "1 LL 1i RIVET ET OR#125M5 I A W owe [�18"O.C.(TYP.) 'ti - / 071r F- ,°w" TABIC 4;cc3) \i'l- / RNq�� Lo L PRESSURF VS ALLONAU E LENGI1 '` 'a O m MAY USE MALE OR .x2Px1 3"x3°x1'il` ,� — m PSF "I N01E''�' N.0/6 FEMALE LOCK-SLAT m O \ 62 I 130^ leer \� 13 ALTERNATE THRU BOLT . I FROM PIN m /� CS CONNECTION TYPE '72 129" 179" / TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR Cl CONNECTION TYPE GUIDE TO BUSHING I CC3 REFERENCE ANCHOR r-�'l WASHER ITYP.) NTS SCHEDULE FOR MAX. II I r 82 115" 172" SPACING FOR MAX. ty wt�S 3 e 92 314" 165' 102 113" 160• IL___J I/ 14x3/4"SMS L°l 9"O.C. Fa-8 120 104" 1 147" / ANGLE TO TUBE CONNECTION n�'�<rn TABLE B CCd 2"x 2"x.12S" -a° 9T 131' ( ) EXISTING HOST EMBED. 6063-T6 ALUM.TUBE 2W 88' IId" PRESSURE VS ALLOWABLE LENGFH STRUCTURE O Zm E m ui EDGE DISTANCE 5 CONNECTION TYPE mw •x2'x1/B" 3'z3'xl/8' REFERENCE ANCHOR PSF WITH 0 WI1H JO SCHEDULE FOR MAX. E 62 113" 166" SPACING wOn FASTENERb ALTERNATE BUILD OUT MOUNT SECTION = 0 3 18"D.C.O.C, 72 IOT IST (USE ANY ANCHOR SHOWN a o 82 101" IqT SCALE.3"=T- •+ IN ANCHOR SCHEDULE). 0.. v N v 92 96" 139" • m S 102 90' 132' O ? - 120 83' 122" 150 74" 109' w 700 fiq• 94" a ' mw I~-Jm 3/16 RIVET OR 4412-SMS- _ - r-2"x 2"x 090"6063-T6- - - - 13 y o (lv 18"-O.C. OR 1/4.2 17 N EPARATIMR SDN = N w �°c 9„ • ALUM.TUBE TYP. 0 x ° NUT 3 BOLT(TYP.I. ", zww aae + 3/16"0 ALUM.POP F PER TABLE .n o� e S a UTi. TUBE�'�'\ VE OR 12 SMS GLASS 2 o m S e \ RIVET # °gam :i 6663-T6 AL.L2Y (°l 18"O.C.(TYP.) Yd OR DOOR Q < Q -gyQQ� SEE-��E^R °IZE. _ \_ - - - _ E tA a~ - $`FASTENERS -- - - x CONTINUOUS ' -_. - - _ e - -_ ,.-_ --`- _ - EACH ANGLE 1"z 2''x;J 73 &U53-Tc I ALUMINUM ANGLE OPTIONAL ANGLE INSIDE a ALUM.i.NGLE,TYP. THREE 3/16"0 ALUM. ORIENTATION T 3 76 a o POP RIVETS OR q7 YP. 17 d - g THREE 012 SMS,-TYP: yf L-13 OR 2'!x 2"x 1/8" ALUM.ANGLE O REFERENCE ANCHOR tt 2 d ! �'—USE MALE pA FEMALE SCHEDULE FOR MAX. LOCK'-SLAT WPIAY+NIFRPMLBENQF OPE. EXISTING CONCRETE, E3 13 13 BLOCK OR WOOD FRAMING SCAL15-2339 f PAGEEDESCRIPTIONI (OUTSIDE) EE INSIDE SILL MOUNT SECTION E ''TTr CAL.CORNER CLOSURE. 012 x vz^GALVANIZED SCALE.3"=T-0" �i 'C" OR S.S.SMS,3/16"m ALUM. i — DETAILS POP RIVET,OR 1/4-20 SIDE CLOSURE OPTIONS j' N'' MACHINE BOLT&NUT SCALE.3"=V-0" M 3�. (°1 78"O.C. 'ar --- --"•- N C5 CONNECTION TYPE IXC hb ;' IV,trrrf'4 w REFERENCE ANCHOR EXISTING SCHEDULE FOR MAX. STRUCTURE o� SPACING O % /r' O•� '; GLASS a a"' GLASS m I� Cl CONNECTION TYPE S"MAX. 1/L-20 MACHINE BOLT O a u REFERENCE ANCHOR W/NUT @ 12"O.C.OR r DR. O'+= �j - W u u OR DOOR w w 19 .f,um N t-w O7 SCHEDULE FOR MAX, Q #14 SMS @ 6"D.C. '* I j a Z F 13 5 w N W w SPACING 1/2" (TYP.TOP 8.BOTTOM) T QF:n ••C M.N. - 13 w a w 0.A55 N tT- w m /2.. � m •: :. w0-4 7_ a 1J4"-2U THRU Fel"f Y;l i MASS ¢ •�m #14 x 1/2"SMS @ 12"EX. EPARATI ?C z o Z}- W LOCK NUT Lal 1_"""O.C.OR ��EPARATI EF�-w a OR 3/16"0 ALUM.POP PER a °[a O to 5 OR 6 OR 12 x 1!2"SMS @ 12"O.C.E.S. PER' LD F~ RIVETS @ 6"O.C. OR 1l4"0 TABLE 2 E ¢N w 'p 8086 f/jjjI11 �- ' �L7 OR./tb"Z ALUM,POP,� TABLE2. Z> a X17 a^ RIVETS @ 6"L.C. E.S. �= ALUM.POP RIVETS @ 12"O.C. a w I>u, R 1/4"2 ALUM.POP RIVETS l rn ti AND 3O MN.0.A55 w F J �p '12).z<o @ 12"O.C.E.S.-=— ASSEMBLY 1/4"MAX.FROM PIN SEPARATION 13 I.- 0 .- w U m Z" -� i/4"MAX,FROM IN 1J2"TYP. GUIDE TO BtJstill$G 'p[� PER TABLE 2 F-w N w w Z w g z '^L AND @6 GUIDE TO BUSHING WASHER(TYP,) II y m =O= yluWASHER( YP.I uASSEM$Lqd .•r.�v 3 uz :- . • -I./ 172" 1/2"TYP MN GLASS GLASS SEPARATION ZZ, ; OR DOOR PER TABLE 2 13 p �� .wux DOORS OR $' .•,',' ''IIT F u w QZ =w Q GLASS OR MN GLASS *;• �• �^ Hwa DOOR SEPARATION Wev X=fN a PER TABLE Z �j"4'K MN GLASS w w Pw- SEPARATION F w a�z F. PER TABLE 2 wja � 3 M to-0m v tx-2w t��I1147. 11lI7l1U w a d watA 13 X Zoe lJ �m.z$ J u z 01 CONNECTION TYPE a w O N Z is w 1/4"MAX.FROM PIN GUIDE 28 u 0. REFERENCE ANCHOR S J u 4 W .N.t OJ 3 I TO BUSHING WASHER(TYP.) a m SCHEDULE FOR MAX, a aa. ILI C^3 j g TWO 1/4"01 WOOD .2S0" - WH K S LAG SCREWS 24" ),S O;C.MAX.WITH 2" REFERENCE ANCHOR d D THREADED PENETRATION �,/ /' SCHEDULE FOR MAX. < § T."INTO CENTER OF 2X STUDS SPACING //�F 18 EMB."T• 14 SMS @ MIDSPAN BETWEEN STUDS FOR TRACK TO 1"x 4" 5T. M PLYW000& i TUBE CONNECTION / EXISTING HOST STRUCTURE r E STUCCO FINISH 'l1"x 4"x ALU 6063-T6 ALUM.TUBE THIS DEYAIL TO BE USED WtiE STUD SPACMG nN DECORATIVE FLOOR TRACK DETAIL WALL. MOUNT SILL DETAIL i SCALE,3""T-0" SCALE 3"=1'»0" tri rn EXCEEDS'THE MAX.ALLOWABLE ANCHOR SPACING. Win`. o M O WALL MOUNT SECTION T)ils DETAIL MAY 3 G SCALE,3" P-0" ALSO BE USED _z> m AT TOP m`a m E r E v! > ACCORDION SHUTTER � _ O: a �� ' PER PRODUCT APPROVAL F o —GLASS F o m MN GLASS OR DOOR F t I S w SEPARATION i3 :0 4, o to PER 7ABLE2 = 0 EXISTING WOOD lG-0,421 - �•��!- t APPLC[ABLE AT TQP, Z m Z TRUSS OR RAFTER ANDlOR SOTTO Q aXQ (L @ 24"MAX.O.C. -1/2'-1/2" .. 2"OR3" - E M L N EXISTING FINISH e . MATERIAL - - - 1!4"MAX.FROM PIN GUIDE 2"x 5"x 1/8"b063-T6 m _ gg MIN. - S 6 TO BUSHING WASHER(TYP.) ALUM.ANGLE W/THREE i II L a F 35 2"x3"x 3�a'x CONTINUOUS OR 2.175" 1/4"TILE ITYP.) 1/4"0 WOOD LAG t t t w r B i 2'x2"x'''e'aCONTINUOUS. 1" FINISH MATERIAL SCREWS WITH 2-3/4" x $ 6061 T6ALUMINUM ANGLE - _ _- .- - - MINIMUM THREADED _ __ _- si d - ---_ --- .:-.. - - - '• - --. _ _ :.. 3/4"PLYWOOD - --. -- PENETR, "IN WOOD - - T O @ 5 6 v ---- _ I. 0:9"MIN,THIEK'6061-T6 ALUM TRACK X r 1/4"�A32S GRADE THRU BOLT.@ 7"D.C. EACH RAFTER OF TRUSS, FASTENED TO ANGLE WITH 1/4-20 �+; OR 5/16"0 A32S GRADE THRU BOLT @ 12"D.C. 24"D.C.MAX.WHERE i ANGLE FASTENED C E I q r MACHINE SCREWS AT 3"FROM ENDS GALV.OR S.S. ANGLE TRUSS MS BEYOND THAN g EXISTING 3 KS=CONCRE?^c...... "���� AND 4"O.C.FOR THE BALANCE HOST STROZTUKE WITH n• LAST TRUSS MORE THAN _ �..._ 1/4"0 ELCO ULTRACON TO CONCRETE/CMU Y4"0 ELCO UL7RACONS AT � 1 ", EXTEND ANGLE TO i z; @ EY,iSTING CONCRETE HOST S"D.C.4CWf t-1/4"MIN.EMB. NEXT TRUSS. w w -' a r 3" FROM ENDS AND'4"O.C. 2-1/2'MIN• STRUCTURS(3000 PSI MIN) OR 1/4"N LAG SCREW P 9"'O.C.W/1-7/8" F w a g (�A FOR 5;%LANCE WITH 13V..' MIN.EMB. IN WOOD SG=0.42.TO 0.55, F M y w MIN`EMBEDMGtI7 AND'2's'I MAR.DESSGN LOAD AT 5'-C"MAX SPAN: EXISTING CONCRETE, 13 x x x..7 '�y S + BE MiN F035 DIST.hNGE, HOLLDW BLOCK OR to l9 m Q COIRNGFRFRRp(LBElAINllG Pf. STAuGEREb.lkiTii 3"MIN: M'y,DESIGN LOAD AT B-0"MAX SPAN: WOOD FRAMING.SEE X Z a z F 2"x 5"x 1/8"CONT. o a 15-2339 �SfAV'NG,7YP. t 52 P.S.F. ANCHOR SCHED. •K ALUM.ANGLE(6063-T6) _ �' - 7 BASED ON TYPE OF u N SCALE' BUILD OUJI' MOUNT STRUCTURE a PAGE DESCRIPTION', ` O SCALA' NTS (MAX.DESIGN LOAD x 72 P.S,F.) Hb PASS THRU DETAIL TRUSS MOUNT SECTION �. - SCALE,3"-1'-4" K SCALE:3"a 1'-0" - UmU1YlP�0.r. EXISTING HOST ALT.LEG DIRECTION STRUCTURE I/4'ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN \ tjIAo" 12 '71\PRGM E17GEOF-ACCORD10N •� - � ROUND WINDOW EMBED IN CONCRETE OR HOLLOW BLOCK,3"MINIMUM •.�� t� EDGt;OF Stj:TTLI ._SHUTTER BLADES - •- ASSEMBLY 112" SPACING,AND 3'MINIMUM EDGE DISTANCE $ .Na,%RF TOP OR 80TTOM ,l • `/ : � (N 6063-T6 ALUMINUM AX / ` /' E P ANGLES PER BEAM END,SIZE I _ I 1/2" // PER SPAN TUBE SCHEDULE *'• ��' E E o M8 D. SPAN TUBE PER ACCESS HOLE 1/4-20 Uh1ACHHNE 80LT W NUT @ 'S30 a E E 'y. } _ - EDGE OF ACCORDION z z 12"O.0 OR x224 x 3/4"SMS 6"O.C. +ri'r/� "�'' •�� 3:5 MIN: I SHUTTER BLADES 19 /JJJJF \\ TYPICAL � 1/2"MAX. �,., / 1�1! o.E� _ S 6 u'w OlU x 6 IE 3"MIN T 3 16 w rn d "'l7 EDGEy� U ,.o 2 676'0'HOLE(TO:RECEIVE DISTANCE POUND w"NDOVJ AS SEM3LY1 Mi N.GLASS 13 z Z ry❑ 1 EXISTING SEPARATION w O_O W MAXIMUM OE.'J'.lM1'INDOWS 1 GLASS OR PER.VERY OTHER BLADE DOOR N o to w w y �. LIGHT-N-VIEW WINDOW o 3' DGE i'1/2"MAX MIN awa O N. a DISTANC -. -f- u'a a N T.S. EXTERIOR ELEV =O IL N ztnw 5 6 _ E 14 w K L9 - 3}6 1/4"MAX.FROM PIN GUIDE 00 .z.z TO BUSHING WASHER ITYP.Lqm O in a ACCESS 1j4.20 MACHINE BOLT W(NUT 1/2" HOLE 12"0.0 OR#14 x 3/4"SMS 6"O.C. '" k 's$ N N 2.875"0 HOLE TO SPAN TUBE PER w 3 o RECEIVE ROUND EMBED. DESIGN SCHEDULE �$ d . WINDOW ASSEMBLY t 2j2^ (2)6063-T6 ALUMINUM AX• ANGLES PER BEAM END,SIZE m2¢rvMi EXISTING PER SPAN TUBE SCHEDULE Z=�: HOST 1/4"0 THRU BOLTS SEE BEAM Q m STRUCTURE SCHEDULE FOR REQUIRED NUMBERS 4 _ 1/4"ALL POINTS SOLID SET ANCHORS WITH 718"MIN E O EMBED IN CONCRETE OR HOLLOW BLOCK 3"MINIMUM SPACING,AND 3"MINIMUM EDGE DISTAD CE u ?1250.0321, 0.032"0.225" //E 3 a MAX.DESIGN LOAD=t 72 PSF SPAN TUBE SECTION < N.T•5, VERT SECTION ¢S= `f \ SPAN TUBE SCHEDULE ti - - \ ALLOWABLETUBE NUMBEROF gNCHORS PER MBIER OF MINIMUM ANGLE S - SPAN THRU-BOLTS LENGTH ROUND TUBE SHUTTER ANGLE $ SIZE SPAN WINDOW TOP BOTTOM 70P oOTTOM TOP 1BOTTO4 TOP BOTTOM a a ASSEMBLY TUBE TUBE TUBE TUBE TUBE TUBE TUBE TUBE o aa6 60" 123,8' 135.2" 2 2 2 3 A" 7" a1' W I'I.. ,•`.\ 1 2x5% 88" 101.7' 109.9" 2 2 3 .. .3.. _..,_--7�; ! \\` 1y 0.125" u 123" 69.9" 94A" 2 2 3 3 7" 7" d 120.1' 157A� A^ 7" E $p - I= •``� / f 0.125" 96" 114.8' 124.5" 2� 2 He 123102 8' 109,6" 2 2 4 4 10" 10"60" 138.0' 194.9" 2 2 3 3 7" 7"8f- - 02875". -t'0.188" L ' 0.125" 96" 122.7' 155.7" 2 2 3 4 _7"._ _70"_ •. 03.250" - - t 123'" 115 4' 137.5" 2 3 4 5 10" 13' c f 2'x!0'kt240.0" 2 2 94' 1406' 29"_29. 2 3 A 4 _ e_„a � .. LT�•1 II�T N-1�`IEW�WINDOW � f o.e75` 123" 1 1322' 2031" _.._3 ^ 5.. ._...7._._....T' __ 11" �cNifwvIXLOENIW+WFF. \ ..� SPAN TUBE SCHEDULE NOTES: A SA 3.v ELASTICS SLXI431T-UL-94H6 15-2339 -_•+. _ 1. SE _3 x1 4' R 2 X"x2 4"ANGLES FOR 2'x5"&2"x6 BEAMS. Fa. - 3, USE BEAM SCHEDULE FOR DETAIL 3/g2"x10"BEAMS. SCALE; - 4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER PAGE OESCBIPTION' � y CONNECTION DETAILS.WHERE USED TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS. 5. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND BLADE W ROUND WINDOW BELOW THE BEAM.MID-SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, ANCHORS,ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS N.T.S. EXTERIOR ELEV ABOVE AND BELOW THE BEAM.' 8 6. LAP BEAMS ARE NOT ALLOWED. 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. L A, IAT+I HQ47`S HE'DIJLE: CONCRETE C,Nm %ONN "��G 6 i 2.5 MIN.EDGE DISTANCE -S__Ss u�To B Y Spans Up To 32'-0"CAG CONN TIPE - CONN TYPE CONN TYPE )Ci -.C2 C3 C4 'C5 Ci C2 C3 C4 CS CS C2 C3 C4 C5/4"YTW TAPCON QR ELCO 43 16 0 16A 15 0 16 0 16 0 16.0"16.0" 9.0' f3 0 I6 0'16.0" 9.55" 8.5" 14.5"ULTRACON WbH 1-3/4 _S3. 150 160 105 14.5 ib4 160"12.0" 7.0' 105 160'15.0" 7.5" 4.5" 7.5" 10.51,EMBED,(3192psi MINCONC) 5 16 0 16 0 B 5 12.5 16.0"26.0" 9_5" 5:5' 8 5 15 0'15.0" 7.5' 4.S" 7.5" 10.5" COMBINATION ii 4HP�b 70_16.Q"I3.4" 7.4T' 11.0"16.0"35.5" 8.0'_ 5.0,' 7.5" 11.5"i5A" 7.5" 4.5" 7.5" 10.5" 9 J 10 COMBINATION /77; ��w _ 100 15.0" 7,5" 4.5" 7.5" 10.5'•15.0' 7.5" 4.5" 7.5" 10.5' 15.0" 7.S"' 4.5" 7,5" 10.5" 2 x S tTYP. W 1/4"MILLENIUM-MILLFAST 43-16,,0"16.0"15.0"16.0"16.0"16.0"16.0" 9.0•' 13.5" 16.0" 16.0" 8.5" S.S" WITH 1.3/4"EMBED{3275psi 53 16.0"16.0"11.0"15.0"16.0"16.0"11.0" 7.0" 10.5"I. I3.5" 7.0" 4.S" 7.5" 9_5" w���t W MIN CONCRETE) 62 16.0"15.0" 8,5" 13.0"16.0"16.0" 8.5" 5.5" 9.0" 13.5"13.5 7.0 4.5" 7.5" W w u, 70 Ib.O"12.0" TA" 11.0"16.0'"14.0" 7.0" 4.5" 8.0" 10.5"13.5" 7.0 4.5_ 7.5" 9.5" lJ Z-9 100 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" u m Z ')4"'FIGO CRETEftEX 554 43.16.0"16.0"36.0"16.0"36.4"36A"26.0"13.5"16.0"16.0"LS.O"12S" 8.0" 13.0"16.0" i x S TYP, 2 x ITYP.1 W N d 3 W,+2"EMBED;(33501st MIN 53 16.0"16,0"16.0"16,0"116.0--16.0"16.0"10.0"15.5"16.0"16.0"10.0" 6.5" 11.0"14.0" !0 m CQNC) _62 36.0"16,0"12-5"16.0"LGA"16.0'"12.5" 8.0" 13.4"16.0"i5.4"I- 6,5" 11.0"14,0" ��~3 0� ° 70,, 16.0"16,0"1U.5"116. 16.0"16.0"10.5" 7.0 11.5"35,0"16.0"10.0" 6.5" 11.0"14,0" w x 53.0"14.0"I6.0•'10.0"16.5"Ill. 14,4"16.0•'10.0" 6.5" 21.0"14.0" " - 1"MIN EDGE DISTANCEOTE. "S"INDICATES ANCHOR SCHEDULE SPACING. N EO '+O a L CS I Cz i C3 I C4 I C5 Ci I Cz I C3 C4 I CS C3 Cz c3 c4 CS SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE: %4"IT JtTAPCOf!.ORELCO 43 1�0"16:0' 7.5" B_0" 15.0"16.0"16_0"r5.0" 5.5" 16.0"16.0" 9.0" 3.0" 4.0" 14.0" = C2 CONNECTION TYPE USING PIECE QO WITH OUTSIDE N ' ULTPh,,N WITH 3-31d' S3 16.0"16.0" 5.5" 6.5•' 16.4"16.0"12.D" 4.5" 35.0"74.5" 75" 10.4" ANCHORS ONLY M m I'c?iBED(;)152pS{hT!N CQNC) 67.'116.0"45,5" 4_5"l-EK 16.0"16.0" 9.0 4.0".14.5"14.5" 7.5" 10.0" - - C4 CONNECTION TYPE USING PIECE 8(]WITH :RR6+ io i6_-0"22.5"!4.0 5.0" 26.0"15.a 7.5" 11.0 Sa.S" z5" 10.0" OUTSIDE ANCHORS ONLY 30,.0"14.5" 7.5_ i0.0"39.5" 7.5" 10.0" _M13 I16A"16A"33.0"{13.5"16.0"16_0"13_0" 6.5" 9.5" 16.0"33.0" 7.0" 4A" 6.5" 14.5" yTV N 1:4"rII_LEN!UM MIILFAST _ _ _ �� 8 WITH l-3J4"EM,BED(3275p�t 53 f6:0"t6.6" 8.0'''31_0"16.0"16.0" 9.0" 5.0" 7.5" 16.0"t0.5" 55" 5.5" 7.5 ANCHOR NOTES: b IMIN CONCRETE) 62 16.0"11.5" 6.0" 9.0 16.0"13.5" 7.0" 4.0" 6.5" St.tl"10.5" 5.5" 5.S" 7.5 1. SPANS AND.LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING {~r10^S o m 70 16.0" 9.5" 5.5" 6.0' 16A"111 5.5" 5.5" 8.5 10.5 5.5 5.5 7.5 ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE 6 PDQ 100 10.5" 5.5"', 5.5" 10.5" 5.5" LIMITED TO THOSE SHOWN IN TABLE 1(Pg 1). 0 - - - 1-114"MIN EDGE DISTANCE 2 RE MATERIAL z $4^ ALL,POiN7S-.SOLID_SET , _6 ENTER ANCHOR SCHEDULE BASED E. THE EXISTING SOAR GR FJ ,ANCHOR W/7/8'EMBED&,, '' CS C2 C3 C4 C5 C3 C2 C3 C4 CS C1 C2 C3 C4 C5 ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR -r 117 29 S5 MACHINE SCREPL` 43"36.0"16.0" 83` -10.5"Sb.O"36.0"12.0" SS" z5" 16.0"t2S" 6,5" 3.0" 5.0" 10,0" EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER $ i a ,3,30t, psi Fflfi CQNC) 53 $0'15A'• 6.5" B.0" 15.0"36.0" 8.5" 4.0" 6.0" 15.5"10.0" 5.0" 4,0" 7,0'• THAN OR EQUAL TO SHUTTER SPAN. ig 4 62 16 0"12.0" 5.0" 711 16,0"12.5" 6.5" 10.0"M.tl" S.0"/4.0" 7.4" g 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 3 d 70 16:0"'9.0"1 4.5," 6,6" i6.0"30.5" S.5" 3.0' 4.0" 8.0" 10.0" 4. EXISTING STRUCTURE MAY 8E CONCRETE,ASTM 590 HOLLOWOCO CONCRETE v 100 l4sw 5.0" 4:0' 7.0" 30.0" 5.0" 4.0" 7.0" 10.0" 5.4"�4,0 7.0 LOCK OR 06 FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER 3"MEN EDGE DISTANCE ANCHOR TYPE,BASED ON TYPE F EXISTING STRUCTURE AND APPROPRIATE �. CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF A1d�f t7D7a CI C2' C3 C4 C5 C3 CZ C3 "4�4 C5 Ci C2 C3 C4 C5 CONNECTION TYPE. O o s!,ACSitirESCREW 43 16,0"iGA"16.0"16.0"�6.0"16.0"16,0"lL5 f6:0"16.0' 16.0"11.0 70" 11.0'"16.0" � } A ;I2=,(3000p_I MIN COt 53 16:0"16.0"33,5"16.0' 6.0"36.0"14.0" 8.5 13.5"ISA 16.0" 6.5' S.S" 9.5" 12.0" 5. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE 62 16.0"I5.0"50.5"16.0" 6.0"16.0"IS.O" 7,0" 16.0" 8.5" ONLY. :7p_16.0"15.0" 9.0" i4.0" 6.0"16.0" 9.D" 6.0" 10.0"13,0"16A" 8,5" 5a' 9.5" 12.0" 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED 100 16.0" 8,5"= 5.5" 9.5" 2.0"i6.o" 8.5" 5.5" 9.5" 12.0"16.0" 8.5" 5.5" 4.5" 12.0" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT ry 4;A" pVJERs 65pRCP1N ?-5/8"MIN EDGE DISTANCE _ ALL BE- AND DO NOT INCLUDE STUCCO OR OTHER _ LENGTHS SH AS NOTED ° _ _ FINISHES 19/;ij.iC BS BOti A9[).• Gi C2 C3 C4 CS CI C2 C3 C4 CS C1 C2 C3 C4 C5 ry { i"ENGEO,..DCCT^f MIN': I 53 16.0"16A" 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS S A ' 0" 8 4" VARY,FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING d PSlii, 1sA"16.0" 4.5" 14.01.01 . 6.0ID.O"76A"i1.S" 6.0" 4.0" 7. MEMBERS,NOT PLYWOOD."FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR" 7s' "16.0"54.5" 7.5" 5.0" B.5" 11.5' I1.S" 6.0' 4.0" 7.0" 8.0" --- SIDE CLOSURE PIECES. fI tr Q`100" 6.5" 10.5"16.4"12.0" 6A" 4A" 7.5" 9.0' 11.5" 6.0" 4-0,• 7.0" 8.0 _ _8- _ _ .-�. _ ..1,5"`6,0-�4:0'.t:.7:C' B:D" 21.5" 6:0' -M1.0'! 7.0"..8A'-iL5" 6.0" 9.0' 7i0" 8.0 c.._ .,. ._ .. '.. _ ) _ MIN EDGE DISTANCE - -EDGE DISTANCE IS ACCEPTABLE FOR WOOD FCRAMIN(G,NAG SCRE VS SHALL RD v F s°6¢OP IN :- -=.. Cur ---- -- HAVE PHILLIPS PAN HEAD OR HEX HEAD, Zxpu p Y U Y C3,tioLT6p-.I I ' £3 C2C4Cs C1 C2 C3 C4 CS C1 C2 C3 C4 C5 44 1-43 '14 "16.4" 6.0" 16.0"14.5" 4.0" 13.5 16.0"15.0" 7.S" 5.4" 9.0" 12.0' 9, MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2"ENGAGEMENT OF THREADS IN 16.0"'16.0" 6A"16.0"_10.0' 6.5" 10.5 16.0 12 0 6.0 4!0 BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER fir@ h _ _ .. .2 v0"33.0" 6.0:' 15.0" 9.0" 5.0" 9.0" 12.0 12 0 6.0 9 0 7.S" 8.5' _ HEAD{SIDEWALK BOLT),U O N�-3?. n70 .5" 7. .8" 6.0"32.5" 6.5" 4,51-18.0" 9.5 12 0 6,0" 4.0" 7.5" 8.5" ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 12.0" 6.0" 4.0" 7.5" 8.5" 12.0" 6.0" 4.0" 7.V' 8.5 12.0" 6.0" 4.0 7.5" 8.S" g w asgg t. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, z .'ad9E .. { F 2"MIN EDGE DISTANCE NUT OR WASHER WINGNUT, { (;I7 SMS'41 "EY WN LL CI .C2'. C3 C4 CS Cl CZ C3 C4 CS CI C2- C3 C4 CS CGYDVG♦rFR4IXLBDU14rD4P.E IRI L9I FS R?}V r RiBEL,L 43 1:0" 6.0`11.5"114.0"15.0"16.0 16.0" 7.5" 10.0"16.0"16.0" 9.0" 4.5" 6,S" 13_5" il. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE.. '15-2339 Y 1 -(o-uU'Ps!F m U'CO; ANCHOR SCHEDULE. CONCRETE (CONT.) -�_ 2-3/1E"MIN EDGE DISTANCE 3-1/8"MIN EDGE DISTANCE : •�f4f// j'7,. U Sams Up TO 6'•0" Spans UD To 9'-3" Spans Up Tp 12'-O" Spans Up To 6'•0_'_ Spans Up TD 8'-3" _Spans Up To ILOAD.I CONN TYPE CONN TYPE. CONN TYPE CONN TYPE CONN TYPE CONN TYPE ' [OGI ANCHOR 1(pen .�. III i z ti' 'CT 2 C3C4 CS2 4 CS 1 C 2 C3 • C � ClCI 'C3. C C 2 C3 C4 CS Cl C I C4 I CS Cl C2 C3 C4 CS Cl I C2 C3 C4 CS (IC i5/16"ITW TAPCON XL WITH 43 16.0"16.0"16:0 16.0 16.0"16.0" 16.0"12.0"C16.O16.016.0"16.0"11.0" 7,0" 12.0"16.0"16.0"16.0"16.0"16.0"16.0"16,0" 16.0"12.5"16.0"160"16.0"11.5" 7.5•' 12.0"16.0•'I-374"EMBED(289ipsl MIN, 53 16:0"16.0"14.0"16,0"16.0"16.0" 14.5" 9.0" 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"CONC) 52 16:0"-16,0"11.5"16.'0"I.16.0'16.0"11.5"-7.5" 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" G.0" 10.5"13.0"70 i6.0"15.5" 9.5•• 15,0" 16.0':16.0" 9.5" 6.0" 13.5"16.0" 9.0'• 6.0" 10.0"12.5"16.0"16.0"10,0" 15.0"16.0" IG.0"10.0" 6.5" 10.5"14.0"16.0'• 9.5" 6.0" 10.5"13.0" /� 1A.100 1G.0" 9:0" 6.0 10,0"12,5"16.0" 9A'• -6.0" 12.5"16.0" 9.0" 6.0" 10.0"12,5"16.0" 9.5'• 6.0" 10.5"13.0" 16.0" 9.5" 6.0" 10.5"13.0"16.0" 9.5" 6.0" 10.5"13.0" `15/16"ELCO ULTRACON\PITH 43 16,0"16.0"16.0"16.0"16.0"16.0"16.0"13.5" 16.0"16.0"]2.0" 8,0" 13.5"16.0"16.0"16.0"16.0"16.0"16.0"16.0"16_0"15.0"16.0"16.0"16.0"13.0" 9.0" t5,0"16.0" �! I 11-3/4'EMBED(3500ps1 MIN 53 16.0"16.0"16'.0"16.0"16,0"16.0"15.5"10.0" 16.0"16.0' 9.5" 6.5" 11.5"13.5"16.0"1G.0"16.0"iG.0"16.0"16.0"16.0"SI.0"16.0"16.0"16.0"10.5" 7.5" 12.5"15.0" t,.... _- ._ .__. rrfn1 ICONC) 52 60"160"12.5"16.0" 16.0"16.0"12.0" 8.0" 16.0"16.0" 9.5" 6.5" 11.5"13.5"16.0"16.0"14.0"16.0•'16,0"16.0"13.5" 9.0" 15.0"16.0" 16.0"10.5" 7.5" 12.5" 15.0" . 4:Wo Z.. __-.__.. . __.._ _-____ _ ..__.. Q70 46.0;ib.0'"10.5"16.0" 16:0"16.0"10.0" 7,0" 14.5"16.0" 9.5" 6.5" I1.5"13.5"16.0"16.0"11.5"16.0"16.0"16.0"11.0" 7.5" 13.0"16.0"16.0"10.5" 7.5" 12.5" 15.0" �7 m WO ., .. .. .. .. .. .. .. .. .� .. .. .. .. .. .. .. .. .. .. .. ..116.0-110.V100 16.0 1 95 6.5 11:5 13.5 16.0 9.5 �6.5 . 13.5 16.0 9.5 6.5 11.5 IJ.S L6.0_10.5 .7.5 12.5 15.0 16.0 10.5 7.5 12.5 15.0 7.5' 12.5"15.0" 11,14-304 SS POWERS TAPPER 1-1/2"MIN EDGE DISTANCE 3'MIN EDGE DISTANCE \Y/:3/4"EMBED(3000Psl Cl C2 C3 'C4 CS Cl C2 C3 C4 CS Cl C2 ---F---T- C1 C2 C3 C4 CS CI C2 C3 C4 C5 C1 C2 C3 C4 1 CS N 3 i 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" 1G,0"16,0"13.5 16.0"16.0"16.0"14,0" B.0" f2.0"16.0"14.5" 7.5" B.0" 11.5" W ._ _ -_._ _._____._.-______._ ...- LU H 53 14A" ,8.5" 4.5 6.S" 14.0" 9.0" 4.5" 3.0" 4.5" 9,0" 6.0" 3.0" 3.0" 4,0" 16.0"IG.0" 9,5" 13.5"16.0"1G.0" 9.5" 6.0"_ 9.5" I6.0"12.0" 6.0" 4.0" 6.5" 8.5" CI yz G.5" 3.5" 5.5'.' 12.0" 7.0" 3.5" 4.0" 6.0" 6.0" 3.0" 3.0" 4.0" 16.0"13.0" 7.5" 11.0"16,0"14.5" 7.5'_ 5.0" B.0" 12.0"12.0" 6.0" 4.0" 6.5'_ i< I 70 9.5" 5.0" ].0" S.0" 10.0" 6.J" 3.0" 3.5" 4.5" 6.0" 3.0" 3.0" M1.0" 16,0" 6.5" 4.0" 7.0" 9.0" 12.0" 6.0" A.0" 6,5" n i_I 100 6.0' 3.0•' 3.0" 4.0" 6.0"'3.0" 3.0" 4.0'• 6.0" 3.0" 3.0" 4.0'• 12.0" 6.0" 4_0" 6.5" 8,5" 12.0" 6.0" 4.0" 6.5" 8.5" 12,0" 6.0" 4.0" 6.5" 8.5" - ANCHOR SCHE°DULE:�HOLLOW CONCRETE BLOCK 1"MIN EDGE DISTANCE 2-1/2"MIN EDGE DISTANCEu1 Yi Gi Spans UD To 6'-0". Spans J2Tp '-3" Spa6' 8ns Up To 12'-0" Spans Up To -0" Spans Up To 8'-3" Spans UP To 12'-0" O LOAD I CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE d O� Ar:CHNi (Csf- 1 _C5 'CI I Cl_ C3 C4 CS Cl C2 C3 C4 CS CI C2 C3 C4 C5 ClC2 C3 C4 CS Cl C2 C3 I C4 C5 y rng 0:%1 u cz c3 �_c_J � _- - -- ,i/4"IT\Y TArCON\Y:TFi 43. E,S:' (.U'*/ //'3..5' d.5" 6.U" 7.5" 6,0" 3.5" 11.5"10.0" 5.0" 6.5" 11,5'• 8.5" 4.5" 3.0" 4.5" B.5" 4.5" 3.0" 4.0" 5 5 O M n -._ ____ _ __11_ .Y 1-179-EMBED 5j 7.01'- ?.6'ti /// 7.0•' 4 5" // 4.5" 9.5" 6.0" 3.S" 5.0" 9.5" 6.0" 6.0" 4.0" O O�5 a'If 'sin II- Z�S m � 8.0" 4.0" 4.5" B.0" 5.0"� 3.0" 4.0" 4.0" _m z 70'. 4".5" �•/ 5.0" 3.0 6.5" 3.5" 3.5" 6.5" 4.0" 3.0" 4.0" N U _.. leo / / / a:o % /%f///%/ a.D" E 4"'cLCO U_.RACON!�1:Tf1 43 13.G"ID.i' 6.5" .0" .0" - / i 13 9 / 9.0" 13.0"10.5" 4.5" 6.0" 13.0" 9.0" 5.0" 3.0" 4.0" 9.0" 5.0" 1 4"EMBED53 iU.S'y G.5" 50.5 6.S"/ / / 6.5' 10.5" 6.5•' 3.5" 5.0" 10.5" 6.5 3.5" 3.5" 6.5" 4.0" 3.0" 'E 3 c I 62_ 8.5" 9.0"/j 8.5" .1 4.0" 9.0" 5.0"' 4.0" a g 7.5" 7.0" 3.5" 3.5" 7.5•' 4.5"'. 3.0" M1,0" 3.0" 190 ;i / - ! 4.0'•% 3.0•' 4.0•'i 3.0" 4.0" 3.0" 0 C 1/4"IL•LLE(JIL'fl F:ILLFAST Na _ .43- -..S"10.5"L4.01, 5.0 , . M19,00" 5..0" 4.0" 13.05"11..05".". 54..50" 755,..505'".. 1131.._0"170,.00".' 5.5" X ANCHOR W;1-;/4''fIBED ; 10 6.5 y5• S5�. .5 . 4.0 9. L(ll'Of_ll o .0 . 4.5"U 6.5" .0 4.C" 4.0" 4.5" 4.5" � s � U 1-1/4"MIN EDGE DISTANCE __ ____ 2"MIN EDGE DISTANCE 1;1"ALL -POIN'iS SOLID-SES -_ _ ___ " 6 ANCHOR W/7/e"E.6E, Cl i C2 I C3 C4 'C5 Cl' C2 1 C3 C4 F CS CL C2 C7 C4 CS Cl C2 C3 � C4 CS CS� C2 C3 C4 C5 Ci C2 C3 C4 CS r+1/4-20 SS MACHINE SCRE'N _43 15.C"13.0" 5.0" 6.0'_15.0"11.0" 6.0•' 3.0" 4.0"111.0" 6.0"/3.0" 5.0" IL 16.0" 8,5" 10.0"16.0"16.0" 10.5" 5.0" 7.0 16.0" 11.0" 5.5" 3.0" 4.5'• B.5" n a ,#Ag �.5" a.5" :2.5" 8.0" 4.0" 3.5" 8.0" S.o"j 3_5" 16.0"17.0' G.0'_ B.0" 16._0"14.0" 7.5" •1.0" 5.5" 13.5" 9.0" 4.5" 4.0" 6.5" 3g /� 4Al' .0" 10.5" 6.5" 3.0•' 5.0" 5.0" 3.5" 16,0" 9.5" 5.0" 6.5" 16.0"11.0" 5,5" J.0" 4.5" 9.0" 9.0" 4.5•' M1.0" 6.5" Q mq6� 3S" 9.0" S.S" -0.0" 5.0" 3.5" 14.5" 8.0" 4.0" 6.0" 15.5" 9.5" 4.5"% a.0" 7.0" 9.0" 4,5" 4.0" 6.5" 100 5.0" / 3.5•' S.0' 3.5" 5.0" 3.5" 9.0" 4.5" 4.0" 6.5" 9.0" 4.5" 4.0" 6,5" 9.0" 4.5" 4.0" 6.5" x;16"ITW'TAPCON XL WITH 3"MIN EDGE DISTANCE 4"MIN-_EDGE DISTANCE { 3W"EIieEC Ci I_C2 C3 f_4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS Ir• 43 16.0"16,0" 9.0" 12.0"16.0"14.0" 7.5•' 5.0" 8.5" 14.0" 8.0" 4.0"1 3.0"15.5"1 6.5" ER 15.5" 9.5" 6.0" 9.5" 15.5 10.0" 5.0" 6.5" 10.0" 6.5" 4.5•' 4.5•' y Eg 13.0" 7.0" 4.5" 8.0" 13.0" 0:; 4.0" 5.5" 6.5" "'Jai.5" 10.5" 5.5" 4.0" 7.0" 11.0" 6,5" 5.0" 5.0" 6.5 4.5" 4.5" w E G i 6.5" 3.0" 4.5" 4.5" 6.5" 4.5" 4.5" 6.5" 4.5" 4.5" 1-9/16"MIN EDGE DISTANCE 3-1/8"MIN EDGE DISTANCE t o$y 8 g3 5.1G"cLCU JLTi'v1C0.1 v:;T'N I .:1 i C2 Cb C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4CS Cl I C2 I C3 I GI ICS CI C2 C3 C4 CS Cl C2 C3 C4 CS 1 I11r4"•r 8ED - COPYPJWFANKLBUAUFDOP.E. i X43 12.0"IU.0"/ //'/12.0" 8.5" B,5" 16."16.0" 8.5" 1L.0"I6.0"15.0" 6.5" 7.5" 15.0" 8.5" 7.0" GA" �7.' 0.56.0" 10.5" 7.0 -15-2339 / " 7.5"%/ 7.0" 14.5" 8,5" 7.0" 7.0" SCALE: i0 •u 5 7.0" PAGE DESCRIPTION' , " 7.0" 7.0" - '�� 9 9 ANCHOR NOTES:SEE SHEET 9 FOR ANCHOR NOTES. O ` 1 ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK 2UTlI1 (V'/G,P.E. 2"MIN EDGE DISTANCE ri Spans Up To 6'-o" Soons Up To V-3" Spans Up r o - LOAD CONN TYPE CONN TYPE CONN NPE yt CCCC x ANCHOR. (psN Cl Q C3 C4 C5 Ci C2 C3 I C4 CS Cl C2 + C3 I C4 CS S a.`,�ty65 .; 012 SMS W12"EYE,WALL 43 16.0"16.0" 7.5" 9.0" 16,0"15.5" 8.5" 4.5 6.5" 15.5" 8.5" 4.5" 4,0" 70" ARMOR INSERT W/1-1/4" 13 16A"10.5" S0" 7.0" 16,0"11.0" 5.0" 3.5" S.d" 11.0" 7.0" 3.5" 3.S" 5.0" �r}�ryry�3.. ' 90 EMBED O �� G2 1A.0" 7,5" 4.6" 6.0" 14.5" 9.0" 9.5" 9,0" 70" 7.0" 3.5" 3.5" 0 m 70 11 5" 6.0" 35" 5.5" 12.5" 7.5" 3.5" 3.5' S.5" 7.0" 3.5" 3.5" 5.0" 'pQ"• I4 .b t{aa m 100 i- 3.5" 3.5" S.o" 7.0" 3.5" 3.5" 5.0" 7.0" -,yz ANCHOR SCHEDULE: WOOD (G-0.55) `''' ' I�,}�'f 3/4"MIN EDGE DISTANCE d Gpans UP To 6'-0" Spans Uo To B'-3" Snans Uo To 12'•0" In LOAD CONN TYPE CONN TYPE CONN TYPE jJ4[� r4 v p< G (PsN C1 C2 C3 C4 CS ryo Cl C2 C3 C4 CS CS C2 I C3 C4 I C5 W ANCHOR 3 w Uma m 2(4'LAG SCREW WITH 3-3141, 43 L6.0"36.D"11.5"112,5"1160'16.0"16.4" 7.5" 9.4" 16.9"15.0"14.5" 4.5' 6.0" 26.0" "'r�-'y�3 j g MIN THREAD PENETRATION 53 16.0"16.0" 8.5" 10.0"16.0"16.0"Lfi.O" 6.0" 7.0" 16.0"16.0"11.5"_4.0" S.q'_16.0" of i 62 16.0"16.0" 7.0" 8.5" I6,o"16.0"14.5" 5.0" 6A" 16.0"16.0"SLS" 4,0" 5,0" 16.0" u�1 70 1610"16.0" G.0" 7.5" 16.0"16.0"12.5" 4.0" 5.5" 16.0"16,0"111.5"14.0" 5.0" 16.0" T 100 166.0"11.5' 4.0" S0" 1G.0"16.0"11.5" 4.0" 5.0" 16.0116.11"111,51'1 • 4.^ "16 0"2},5" 4.0" 5.0" 16.0" ^ R /i6"WOOD BUSHING WITH 43 16.0"16.0" 8.O" 10.0"16.0"15.5' 8.5" 4.5" 7.0" 15.5" e 5" 5" 4.5" 7.0" a 1.23"MIN EMBED B 1/4-20 53 16.0"10.5" 5.5" 8.0" 16.0"11.0" 6.0" 3.5" 5,5" 11.0" 7.0" 3.5" 4_0" S.0" Cn . ly SS MACHINE SCREW 62 a,� - ❑O ,xL''n6011n1171m88 14.0" 4.5" 6.5" 14.5" 9.0" 3.0" 4.5" 70" 7.0" 33..55" �44,00" 5S..00" 74 2,0" 60" 3.5" 5.5" 12.5" 7.5" 3.5"/ 4.0" 5.5" 7.p 100 7.0" 3.5" 4.0" 5.0" AO" 3.S' " nmLii 4.0" 5A" 710" .q14 SMS OR 014 WOOD 43 16.0"16.0" 12.5"14.5"16.0"16.0"16.0" 8,0" 10,0"16.0"16.0" SCREW WITH 1-3/4"MIN 53 16.01,16.0" 4.0" ti.S"t6_a"16.0"55.0" 6.0" 80" 16.0" dTHREAD PENETRATION 62 16.01,16.0" 7.5" 9.5'_ 16.0" 16.0" 5.0" 7.0" 16.0"16.0" �. 70 16.0"16.0" 6.5_ 8.5" SbI 16.0"70.0" 4.5" 6.W' 14.0"9.-0. 9.5" 4.0': S.S" 23.0" h rn 0 M 100 16.0" 9.5" 4.6" 5.5" 13.0"16.0" 9.5" 9.0" S,S" 13.0"16.0" ANCHOR SCHEDULE: WOOD (G=0.42) CZTs a a 314'MIN EDGE DISTANCE G Spans Up To 6'-0" ins Up To 8'-3" Spans Up To 12'•0" Ali^'• > p o LOAD CON14 TYPE CONN TYPE CONN TYPE O ANCHOR (ps1) !L a o S z Cl 1 C2 1 C3 I C4 I CS CI C2 I C3 1 C4 I CS C1 C2 G3 I C4 CS Trt a - 1/4"LAG SCREW WITH 1-3/4" 43. SGA"16.0" 9A" 10.0"16.0"16.0"16.4" 5.5" 7.0" 16,0"16.0" 9.5" 3.5" 4.5" 15.0" MIN THREAD PENETRATION 53_16,0"16.0" 6.5" 8.0" 16.0"16.0" 12.5" 4.5" 5�5" 16.0"15.0" 7.5";_3.0" 5.5" b.S' 16.0"16.0" 9.5" -35" SA" 15.0"55.0" 7.5"1 3.4"_-4.0" 11.0" 16.0"13.5" 4.5" 6.0" 16.0"16.0" 8.0" 3.0" 4.0" 11.5"15.0" 7.S" 3,0" 4.0" 0 5 a n 100 15.0" 7.5" 3.0" 4.4" 31.0"55.0" 7.5" 3.4" ZS" 3.0" 4.d" ry Y 014 SMS OR 414 WOOD 43 16.0.16.0" 8.5" 10.5"16.0"16.0" 12.5' 7.0" 16.0"17.q" 6.5" __ �__. fi p SCREW WITH 1.3/4"MIN 53 160"16.0" 6.S" 8.0" 16.0"16.0" 8.5" 4.0" S.S" 16.0"20.5" 5.5" 2.5" U THREAD PENETRATION --. .._.. . ._.._ g 3 62 16.0"LLS" 5.0._ 7.0" 16,0"13.0" G.5" 3.5" 5.0" SO.S" 10.5" 5,5" 2.5" 4.D" 7.5" _ 70 16.0" 9.5" _4.5" 6.0" 16.0"iL0" 5.5" 3.0" 4A" 8.0" 14y5" 7.5" ii pp - 100 10.5' S. 2.5 -4.0" 7.5" 10.5" 5.5" 2.5" 4.0" 7.5" 10.5' ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK aga!!!!! s 4"MIN EDGE DISTANCE , _ G _ moans Up To 6'-0" - Spans UP To 8'4" Soans Up To 12'-0" y ¢¢ m (2 LOAD CONN TYPE CONN TYPE CONN TYPE 'e Ci ANCHOR (PsN m x� C1 C2 C3 C4 CS C1 C2 C3 C4 CS C1 C2 C3 C4 CS ���TTT gggg - 5/16-ITVI TAPCON XL W/ 43_18.0"26.0"26A"26.0"16.4"16.0"16.0"15.0 16.0"16.0"16.0"15.0" 9.0" 14.0"16,0" �G �� Q 2.1(4'MIN.EMBED 53 16,01,16.0"16.0"16:0"16;0"16,0"16.0"I3_ 16:0"16.p"16.0"12:0" 7.5" 120"16.0" 62 16.0"16.0"14.0"16.01,12.01,16.0"15.4" 4A" 34.4"26.4"I6.0"12.0" 7.5" 2LW:fi.o" e �> � y++,, 70 16,0"16.0"11.5"16.0"16.0"16.0"12.5" 8.0" 12.5"16_0" 1616=0"12.0" 7.5" 12.0"16.0" ;1,11 93- T. 200 16.0"12.0" 7.5" 22.0"16.0"18.0"12.0" 7.5" 12.01,16.4" 16.0"12,0" 7,5" 12.0"16.0" uE > ❑u 5/16"ELCO CLTRACON Wt 43 16.0"16,0"10.5"14.0"16.0"16.0"10.5" 6.5" 9.5" 160"11.0" 5.S" 6,5" 9,0" C0P`MKTfRWLaEh7VJD0P.E. 2.1/4'MIN.EMBED 53 16.0"13.5" 7.5" 11.0"16.0"14.0" 7-5" 7.5" 13.5" 9.0" G.5" 62 16.o"10 A" 60" 9.0" 16.0"11.0" 5.5" 6.5"-9.0"--9.0" 6 5" 15-2339 15.0" BA" 5.0" -6.0" 155" 9.5"-� 7.0" 9.d" 6.5" SCALE: O0° 100 9.0"_ 3.5" 6.5" 9A" 5,5" 6,S" 9.0" 6.5" PAGE DESCRIPTIOPo s L V T 2'FEIN EDGE DISTANCE CL - C2 C3 CQ C5 Ci C2 ,C3,._C4-._CS-._,C1 .C2._ _C3_.,G4._ CS - ar ' 012 SMS W/2"EYEWALL 43 16.0"16.0" 9.5" 11.5"16.0" 16.0"14.0" 6.0" 8,0" 16.0"14.5" 7.5" 3.5" ARMOR INSERT W/2"EMBED 53 16.0"16.0" 7,0" 9A" 26.0"16.0 9.5 4.5" 6.5" 16.0"11.5" 6.0" 3.0" 4.$" 8.5" 62 16.0"13.0" S.5" 7.5" 16.0" 14.5" 7.5" 3.5" 5.5"_1).«0"11.5" 6.0" 3.0,. 4_S., 8_S_ ANCHOR NOTES:SEE SHEET ;1 _TO 16.01,20.5" 5.0" b.5" 16.4"12.5" 6.5_ 3.0" 4.5" 2.q 21.5' 6.0" 3.0" 4.5" 8.5" 9 FOR ANCHOR NOTES 11.5" 6.1 3.0" 4.5" 8.5"111.5"16.0"1 3.0" 4.5"10.5"