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HomeMy WebLinkAboutPRODUCT APPROVAL SHUTTERS STORM PANELS BCIS Home Log In i User Registration j Hot Topics f Submit Surcharge .Stats&Facts Publications Contact Us i SCIS site Map,I Links Search` Honda d Product Approval rtZ; %;w USER:Public User - - d.kFT3ixin:jxG=Ys: Product Approval M_-=nu>Product or Aoplicatton Search>�ppllcaUon List>Application Detail FL# FL12856-R7 Application Type Code Version Application Status Approved Comments Archived (; Product Manufacturer Town and Country Industries, Address/Phone/Email 400 Westc a oa Ft. Lauderdale,FL 33309 I ®� ®� ` /y+ (954)493-8551 tomj@tc-alum.com R VIEWED FOR Authorized Signature FrankBennardo C®®E COMPLIANCE frank@engineeringexpress,com tV! ST. LUCIE COUNTY 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 .File copy Category Shutters Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report-Hardcopy.Received Florida Engineer or Architect Name who developed the Frank I.Bernardo Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By ORLANDO L, BLANCO,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL12856 R7 COI INDEP1.2.3.odf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2002 ASTM E1996 2002 ASTM E1996 2012 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL12856 R7 Equiv EQUIV123.odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/07/2020 Date Validated 10/28/2020 Date Pending FBC Approval 11/05/2020 Date Approved 12/15/2020 Summa of Products FL# Model,Number or Name Description j 12856.1 0.050"Aluminum Storm Panel 0.050"Aluminum Storm Panel with Optional Clear Panels Limits of Use Installation Instructions Approved for use in HVHZ: No I FL12856 R7 II DWG1.p�f 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:Shutter meets requirements for"Wind Zone 4"and FL12856 R7 AE. EVALI.pdf Missile Level"D"as defined in ASTM E3996.See Installation Created by Independent Third Party: Yes instructions for specific Design Pressure Ratings by size, additional use limitations and installation Instructions, 12856.2 "Safety Edge"Storm Panels °"Safety Edge"Storm Panels,28ga(0.018"")Steel,0.022"Alum I(Perf and Non-Perf),Clear Polycarb(Full and Half) Limits of Use Installation Instructions Approved for use in HVHZ: No FL12856 R7 II DWG2.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: +54/-54 l Evaluation Reports Other:This product is not valid for use within the,HVHZ. See FL12856 R7 AE •EVAL2.pdf I Evaluation Report and engineering drawing for additional Created by Independent Third Party: Yes limitations and conditions of use. 12856.3 24ga Steel Storm Panel 24ga(0.0232")Steel Storm Panel with Optional Clear Panels Limits of Use Installation Instructions Approved for use in HVHZ: No FL12856 R7 II DWG3.pdf Approved for use outside HVHZ:Yes i Verified By: Frank L.Bennardo,RE. PE0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: +100/-100 Evaluation Reports Other:This product is not valid for use within the HVHZ or FL12856 R7 AE EVAL3.pdf Wind Zone 4.See.Evaluation Report and engineering drawing Created by Independent Third Party: Yes for additional limitations and conditions of use. Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850.487-1824" The State of Florida is an AA/EE0 employer.Co ht 2007-2013 State of Florida.::Privaw Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records:.lf you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1), Florida Statutes,effective Dctober 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ® Imo• M Credit Carol Safe FRANK BENIIARCO,PE 0. 050 ALUMINUM STORM PANEL ---------- - PE.e4+8545 CA.9ae, VISIT ECALC.IQ/26144 ��•'� a4 FOR USE OUTSIDE THE HVHZ FRR S;.fi Tr..S,,.rr'dnrk He S.NQfe'N!'G+,M L Irvrr T(ATk UNLIMITEP NIDTH _ FORAvDmot AiAes,REPMTS&RESGL!RMS_Ld •. . tom" ,,.•." ---(DERP.TO _ Digitally itallYg signed TABLE1 TA%92 .+ 7 `1 lYP.1 12"MAX.ON CENTER PANEL T�,1+'rxai�'e. azywa K. w _� fl r I ATTACHMENT TO MOUNTING -{ ---} t+u+rinc�.ao :)' by Frank ALLOWABLE SPAN SCHEDULE(WITH MINIMUM GLAZING SEPARATION WITH ,N:T' n 8 E HARDWARE OR DIRECT MOUNT, I I 7 R°L1ia..,«-s ALUMINUM PANELSONLY) L.1r wr+ $• ALlMINUM PANELS ONLY (�#!.1 >iL YncecrsuT.d.'Axnrt+ 3'Bennardo 1 = :. ( ; " DESIGNPPiEL ALLOWABLE - ttti'ppd��"�l'•. PANEL ;!�1w6•¢WuV DBtet.202010 07 PRESSURE QSTALLATIONS INSTALLATIONS OI _i4" S 10:55:4 3-04I0 _ JOP _ SPAN 330-A00VE �30ABOVE 139" +35.9 PSF -38.IPSF GRADE GRADE v D c( p 144" 0.4" 39" ps§ Cry 0�$q fu KEYHOLE PUNCH DETAIL +39.]FSf •41.7 PSF_ . A� 1 O ALTERNATIVE HOLE DIA.OF f i i II 126 -+43.1 PSF -45.7PSF )1 DN-I w. 138" 6A" 3.6" U w-" SAT"1S ACCEPTABLE. ; I I j j �j 1 NOTE'TOP MAY BE SLOPED OR 120" +47.5 PSF -50A PSF 132" BA••""- _.J 7, 4 i I I 1 I iI i RADIUSED TO MATCH GEOMETRY OF 114" +52.7.PSF -$5.0 PSF 128" 8.4" 3.51 G a• z ' OPENING. MOUNTING HARDWARE 10B" +58.7 PSF -82.2 PSF { u' N w W N I I I II I I I MUST'BE ROLL-FORMED TO THE 120" 64" 3A" �.j o w RADIUS NOTCHING OF tOZ" aA5.8 F5F -89.0 PSF 114" 64" 3.3 i< ti0 MOUNT10HARDWARE TO ACHIEVE '-86"_ +74.3 PSF -75.DPSF �q SHAPES IS ALLOWED. 10A" 6A" ],1' 90" +A0.0 PSF -8D.OPSF '"' .-'- 04' _+85.T PST__-e6.7 PSF _ 00" _3 5". ��Z.O^ .a aq I I i I I I( I ICI I i I I i 70" }92.3 p5F -92.3 P SFF "'84" 3.5" _2.4" .� !; I I Ij 72" 100.0 PSF 00.0 P 78" 7.5" 2.2" m 1 H ' +109.1 p5F -109.1 PSF_0 "_6 60" + 2 3S" t.e• 9: I TABLE 1 OTES: 60 3S" N • LINEAR INTERPOLATION �••�i�'' q .BETWEEN SHUTTER SPANS IS .ABLSEPARATION FROM GLAZING IS REQUIRED !>✓w :' m norNOT PERMTT-ED FOR AN. ONLY IN WIND ZONE 4 UNLESS LOCAL I i BETWEEN THOSE INDICATED o•�o ' HURRICANE PROTECTION ABOVE,THE DESIGN PRESSURES AUTHORITY ADOPTS ADDITIONAL CRITERIA. O S n d+ e D' • LINEAR INTERPOLATION BETWEEN TYPICAL ELEVATION WITH FOR TFIE NEXT I1IGITER SPAN SHUTTER SPANS IS NOT PERMITTED.FOR g DD c :HALL BE USED_ f SPANS BETWEEN THOSE INDICATED ABOVE, i A LU MI N U M PANELS ONLY' DESIGN PRESSURES NOTED IN THE SEPARATION FROM GLASS FOR THE NEXT m TABLE I APPLY TO ALL MOUNTING AND HIGHER SPAN`SHALL BE USED. S 3 w N.T.S. EXTERIOR ELEV ANCHORAGE CONDITIONS AND SHALL E GENERAL NOTE NOT BE EXCEEDED. -; g _-•._-_.IBED (� ) MAX PANEL SPAN - r (IBC))A HE gTHEYSJt�NTERNA7tOTNA�L HEREIN iAL CODE($IRC)FOR USE OUT IS DE THE HIGH VELOC1IllTM'HURRICANE ZONEI SEE PRODUCT�EVA UATION RE ORTOFbII ADDI IT ONAL IINFORMATIONING CODE �- pER.TABLE 1 j 3. POSTfNE AND NEGATIVE DESIGN PRGSSURE�^.�CAL UWTED FOR USE THE IiSTIHIS SYS EM SYSTEM. HA L BE DETERMINEED PER SLEPARATE ENCINEE INGSIN ACCORDANCE WRO THE GOVE0.N NIG CODE. "�-_ - "�W""" ","W �,W `i - • e PRESSUREREQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7 AND CHAPTER 1609 OF THE FLORIDA BUILDING CODE SEVENTH EDITION(2020)SHALL BE LESS THAN OR EQUAL TO THE e' POSITIVE OR INvEGATIVE DESIGN RESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. ��•-• -- --+ 3 4. DESIGN PRESSURES NOT[PD HEREIN ARE BASED OH MAXIMUM TESTED PRESSURES DNIDFD BY A 1.5 SAFETY FACTOR. - i ----------`---- N - 5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR WIND ZONES 1-3,IN ACCORDANCE WITH ASTME1996.IT IS ACCEPTABLE BY CODE UNLESS ------- OPTIONALCRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING]URiSDICTION. "'""""""� "�"""'^ """'�="""'-'�"•""v{ X 6- THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN,A :.�.--- - -- --- ---- -"+ a c LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CON]UNCTION WITH THIS DOCUMENT. I4 7. THESE INSTALIATEiON TNSTRUCTPIONS ARE DA�R(•T�OF A PRODUCT APPROVAL EVALUATION AND SHALL ONLY BE USED IN CONIUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME �I��i N 5a PR BDUPERMIT HOLDER SHALL VERIEF THE ABES ACY OF THSHALL EXISTING STRUC'fUREHTO CHAPTER STAND SUPERIMPOSEDALOADS BRICK VENEER PER ASTM C62(BY OTHERS)SHALL BE ANCHORED (- - �•�-���{ p Q �.� PROPERLYTO TRANSFER ANY APPLICABLE LOADS TO THE EXISTING HOST STRUCTURE. "•^^ °• 3 . ALUMINUM STORM PANELS SHALL BE 5052-H32 OR 3004-H34 ALUMINUM ALL TESTED THICKNESS 0.0495". �""�"_Fm " " - � " 10,ALL POLYCARBONATE PANELS SHALL RE MANUFACTURED BY TRANSPARQ•�T PRO SECTION SYSTEMS,Ine. ( - ....^_.. _____.._�......_ 12.ALL EXTRUSIONS SHAL BE 6063-T6'ALUMINUM ALL UNLESS NOTED OTHERWISE. ALL TOLERANCES SHALL BE IN ACCORDANCE WITH ADM 2015. w m 13.TOP&BOTTOM DETAILS SHOWN MAYBE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAYBE MOUNTED.VERTICALLY OR HCRIZCNTALLY AS APPLICABLE. _ _ A19II - zs� ._.---- _...._.....-_-----_ .� a..... R 4 Z - 14.PANELS SHALL BE PERMANENTLY LABELED WITH LABELS SPACED NOT MORE THAN EVERY THREE LINEAL FEET PER PANEL AND SHALL FACE THE EXTERIOR AND CONTAIN AT LEAST THE - FOLLOWING: "'---`-'- -'- TOWN&COUNTRY INDUSTRIES FT.LAUDERDALE FL - -- -_-- ASTM E330 E161'�6 &E1996 9 LS MISSILE LEVEL D FLORIDA PkODUCI`APPROVAL NUMBER • 15.ALL BOLTS&WASHERS SHALL BE ZINC COATED STEEL,GALVANIZED STEEL,STAINLESS STEEL,OR 2024-T6 ALUMINUM ALLOY WITH A MINIMUM TENSILE YIELD STRENGTH OF 73 KSI,UNLESS n 1 OTHERWISE NOTED HEREIN. )�fg N q p C �� 2 OPTIONAL HORIZONTAL MOUNT � �' � u 7.SOFAIANT SHALL BE USED ONLANCHORS OR TRA,K WTfiEREVER ATER$E AGE ISSPOb'S O, LEATERIALS 70 PREVEFNT ELECTROLYSIS. a e i N.T.S. EXTERIOR ELEV (SFBBGII-2617RF190PE ANCHOR NOTES: 1. ANCHORS 5HALLBEINSTALLEDINACCORDANCE WITH MA.NUFACNRERS'RECOMMENDATIONS. ZO-ZB1.4s} 2. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING,ANCHOR SHALL BE LOCATED IN CENTER OF NOMINAL 2x(MIN)WOOD STUD(i.e.3/4"EDGE DISTANCE IS ACCEPTABLE FOR ANCHOR--,TO WOOD FRAMING). saN1E: " 3. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE ONLY, PAD!tre9Cptp[IONt 4. MINIMUM EMBEDMENT AND EDGE DISTANCE SHALL BE AS NOTED IN ANCHOR SCHEDULE. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO,FOAM,BRICK,AND OTHER LYALL FINISHES. 5. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN,BUT ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE(S)SHALL APPLY. 6, WHERE EXISTING STRUCTURE IS WOOD FRAMING,EXISTING CONDITIONS MAY VARY, FIELD VERIFY THAT.FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS,NOT INTO PLYWOOD. 11.MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2"ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER HEAD("SIDEWALK BOLT")U.N.O. R. = DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE. 13, DESIGNATES ANCHORS WHICH ARE REMOVABLE AND MAYBE USED FOR DIRECT MOUNT INSTALLATIONS. 14.WHE#N ANCHORING TO HOLLOW BLOCK,SUS DRILLS SHOULD NOT BE USED TO DRILL INTO HOLLOW BLOCK,NOR SHOULD IMPACT DRILLS BE USED TO INSTALL CONCRETE SCREWS TO HOLLOW BLOCK BEN 12.00'(COVERAGE)- --i 6.00"(COVERAGE)--- FRANK 46549 CA4 PE ( ) t {--2.50" } --2.$0 PE10016549 G✓rARDO4085 f--•2.02"•-t f-...2.02°-f f-2.00°-j I -r /•,OI-yp" -^ \?`�o � .a 1.0 tit T - : � P jlB iP' I'X0.0495• i �j �ti• r 9£ {--- 6.00 __.__.__._......_...__.._._._.-12"PANEL COVERAGE-•--=•----- ............ ___14.375"(TOTAL WIDTH)- ----.-_--_� .: -.._-___._-.. -_,........_-.__-_15 1/4"MAX TOTAL PANEL WIDTH.---__._.-._.___._..-_-._._. _ �`°; ia�ALUMINUM'HALF STORM PANEL 1�POLYCARBONATE STORM PANEL 111 �� LLU1 FFF 1 ALUMINUM STORM PANEL TN °luu� END PANELTO CLOSE THE REMAMING OPENING THAT Y;wT y MAY BE LESS TIAN FULL PANEL VRON1 _ u' ca 1-MAX.5.230" -1/4-2OX3/4 KNURLED STUDS W/ [1/4-20X3/4 KNURLED 1/4-2DX3/4 KNURLED 6. a N EP w PACED AT Ir O.C. TS INGNUTS 0 2.250' �'' 0.120" 0'_Ir ' (DIRECTIONWINGNUTS S4AY BE REVERSED) 1 SPACED AT 12'D.C. STUDS CED ATV12'O C. - a �N w' N �-2.250"-•••' �+ 12 1 (DIRECTIONMAYBE yl y (DIRECTION MAY BE a� 5� d 40.093'. -r 0.099"� 0,095"-�• .U.094" � sr � (0.094° TX- i 0.091"-4- REVERSED) 0.0 "-�I- REVERSED) h 'i�.(+.;�','.; �Q o { _T. ETM. - T' 1 a%,�r� asz#uss iI Ifls , -I--- 0.094' - p 0.094° B.SOL-+1 e1 .-l.� Z Z LL ri r0,375"i 1 n-i �i .:. I i 1.DOt i. -+ 0.091" j 1 LO.U91' -1.....- J T--'-2",3°.4"OR.S' .>mn� MINIMUM M062°- I 0,0 I" 1.000"• {.MINIMUM 1.000 }-{0,375" II +-2.06"- .632°LEG2' -2.06°-{ 0.062"-{)-2.06 _ 2"LEG ' J-/2 'H"HEADER 3 HEADER 3a BUILD-OUT"U'HEADER !4STUD ANGLE (4a STUD ANGLE 4b STUD ANGLE _ ---.--_-._.-.- O_._------.._._._ EC COMPONENT NOES J---.__.____.__ U STUD F SCE COMPONENT NOTES SEC CCMPOICNT NOTES m Ep 3 o 07". o,46s" c o OR 3 0.100'• 3 f•r015" r.0.1 0.315°. .1•J -+ " 7YI'._ 4 -1/4-20 SQ./HEX 1 -q•_.__j j- � r gypp�[[ !-0.465"2�',�T it IQ 0.4G5" i ..1 HEAD BOLT STUDS -0.125" 0.12$' 1/4-2O SQ./HEX y '`-1/4-20SQ,MEX Y" SPACED AT I2 OC I og 2 0,100'•, HEAD BOLTSTUDS HEAD BOLT STUDS -+- - - - m c rt�{-0.086' W/WINGNUTS 0,090 W WINGNUTS (LEG DIRECTION -1-- "L`,����d a SPACED AT 12"OC ( T 12"OC MAY BE REVERSED) -1",2",3,4°OR 5°- - U7 BUILD-OUT_"F"TRACK "F"TRACK "F"ANGLE TRACK � BE (SANGLE IL4^~y�i • COMPORENT NOTES ' $ ANCHOR HEADS MUST NOT INTERFERE WITH INSTALLATION OF THE PANEL. THE FIRST AND LAST ANCHOR 1N ALL TRACKS SHALL ;n BE INSTALLED WITHIN THE FIRST 3"AND LAST 3°,RESPECTIVELY, INSTALL ALL ANCHORS PER THE REQUIREMENTS LISTED IN THE = e ANCHOR SCHEDULE. r 1 i N- "�(�- .�0.25 "�✓" l� .1-0.333" �L j.1�111'g1�51�t�1�L 3 q k �_ -T- ��11 ITIIIpt -��t�{T(' 6 0.05° o.z5' 0.30•-})- I. 1 L ZAUOY3 o .09 WASHER WINGNUT' SO KEYHOLE WASHER 11 1 4-20 S HEX 12 Al4-20 316 SS MACHINE 3 #14x3 4 316 SS �l�1/4-Za �1�1 4-20 LL � ...-.......---.-._-..---- --._.._...__._.._...---..._..._. ... SIDEWALK BOLT NON-mRfa'F.SSD>RAT GR GA 40 U STEEL cFa030•3 HEAD BOLT BOLT W NUT SDS/SM$SCREW •~ TRUSS HEAD BOLT cmwNlrmuxLEE1NN�OpE. $UhTACE 71?E ONLY ALLOE. •10 UI!0-050"ALUM A1.:.0Y(:ICG4-F.'i4) IN DIRC S USE Or KEYIOLC- .Nl SkiER ' i�)Dulccr yol;ar r..P�ucnncNs 20-26I44 § - sruEl ' �Ae60EBC11IPT10Nq - N CONNECTION TYPE C2 EXISTING FRANK RA o IEsiiv ui!'dh HOST ANCHOR PER ANCHOR r '- -7 ANCHOR ERAN ANCHOR 2 EXISTING ,�/7 7 r•SCHEDULE STRUCTURE— CONNECTION TYPE C ' %';'�1' SCHEDULE '3� 3 HOST 9', //' ' 0.327" r •, - /p•" �F- 0.437" 012.O.C.MAX ,, r 2� ANCHOR PER ANCHOR 2 EXISTING /.� STRUCTURE / / '__:. MAX. "L /)f . / ..21. / ,...SCHEDULE /' i/' MAX. -(7� � ` F 111 3a'MAX % EMBED % HOST /. , 1 '�.�MAX Y• EFABEb 1- �a�j�—.- j / 0.437" STRUCTURE- ,«•'/ �•i i izz.'z'z• z�r ,,aa . o/ /j f </ij j-MAX ii•MAX F`. ,EMBED - x q p�N Y!�'� !i' Z• J 1. 6''��'�/w/�� - --t— '/W,/r:�.;E�/,,r_•� ! � �. �,.Wn Rio t-Fr f I 11, ALT_LEG DIRECTION ' " \ -. .�..____.L__. GLASS SEPARATION I�tt f CONNECTION TYPE C3 t '.U W l GLASS SEPARATION NOT REQUIRED PER�'' NOT REQUIRED PER --� L-_�_ ANCHOR PER ANCHOR ' P` -NOT SEPARATION 3 w"g ASTM E1996 ASTM E1996 , j`-- SCHC-0ULE-> NOT REQUIRED PER ', N Lu v • ASTM E1996 [ i W A "H"MOUNT SECTION, B BUILD-OUT"U' MOUNT SECTION C ALT.BUILD-OUT•"U"MOUNT SECTION f GLASS SEPARATION -+ NOT REQUIRED PER-� ALT.LEG DIRECTION GLASS SEPARATION _ - T NOT REQUIRED PERGLASSSEPARATIOII J+ ASTM E1996 \. � CONNECTION TYPE C3. /_GLASS �REQUIRED Q —tt; - � n r- i"--•-••--•-�— ANCHOR PER ANCHOR I z SCHEDULE-"�._.��!�'.��-• �''_ 1.—........�. ASTM E1996 1 17a i�:b! EXISTINGHOST -1 4-2OX3/4 STRUCTURE-I' i w � ,e, •• 'i /.>!.._T..-r �'.. 2d /d///•O�NG,/,%/.////.'-. _ —t lal�a. ..fI KNURLED 1✓�'•�•'w O�, i\B.///•;l-' 0.477" O' EMBED.[ STUDS SPACED 1 MAX -I n� ; :arn KfY, x m:!1 "O.C.MAX DUSTING i HOST STRUCTURE �.<' r./' / / / / ; ...0.477" r/ /! EMBED.'-11 r I f �t J l,. I s`� />_�Y� /� MAX •�, / / / } CONNECTION TYPE Ci o EXISTING �'�< -�to)'ad� .j (I 17pt� .. r '_. c ,� "� CONNECTION TYPE C3 `�- !�• ANChIOR PER ANCHOR SCHEDULE. CONNECTION TTPE Ci L .•' A ANCHOR PEFI AANCHOR `-STRUCTURE 1 CONNECTION TYPE CI FASTEN E 6"O.C.OR 12"O.C.,EUT DO 111 ANGIi00.PER ANCHOR., NOT EXCEED ANCHOR SCHEDULE © a ANCHOR PER'.ANCHOR SCHEDULE SPACING.KEYHOLE WASHER REQUIRED �c SCHEDULE- t-SCHEDULE '-IF ANCHORED WITH TRUSS HEAD BOLT. s s (D STUD ANGLE WALL MOUNT SECTION /E�•BUILD-OUT"F."TRACK SECTION F DIRECT MOUNT SECTION 111 "'111 7 CONNECTION TYPE C2 // ,✓.r %> EDGE EXISTING _ EXISTING• >�pf DIST. ,. CONNECTION TYPE C GLASS SEPARATION f, a f a` SI HOST / �T7T'•" SCHEDULE HOST "�.f .�%/.rf ANCHOR PER ANCHOR NOT REQUIRED PER --• W ,� `�:,P�„o e p �y7- s y S STRUCTURE ! 0.626 //" STRUCTURE-` / / ;..-SCHEDULE AST 96 $ •� ; � s^'i'j/ l's�' ._ M Et9 ( _ x y /t / R 1/E Rj l� MAX z LEG DIRECTION MAY r,=r / �ly L: n BE REVERSED 4.r"y / ✓/• 1 /di f Ii.Sl CONNECTION TYPE C4 I y / EDGE'_.'� ¢vrwplrFwYltLmnvso PE GLASS SEPARATION ANCHOR PER ANCHOR ,.�DIST.% 2O-ZF)144 I I. SCHEDULE- *,r ��.✓" !/ ,� L!LIpL I) NOT REQUIRED PER-, i 1 /;•' y j�� / WALM _§ ASTM E1996 i /: J CONNECTION TYPE.C2 GLASS SEPARATION I,} *!� PA_Gu_pw 1mc NI -NOT REQUIRED PER EXISTING ' + SCHEOULEJ ASTM E1996 STRUCHOST TURE' � (x^4® G "F"TRACK MOUNT SECTION H TRAP"U"HEADER SECTION )TRAP STUD ANGLE SECTION ITEM n.13 0 12"O,C,MAXI-% (-2'x5'x1/B'x CONT. PE.6063-T6 ALUM. PEP 0956599 CAA065 IN BETWEEN TRUSSES /, ALLOY ANGLE WITH(3)I/4'0 WOOD COINCIDENT WITH ANGH00. LAG SCREWS WITH 2'MIN.EMBED. ROW CENTERLINE ` (111 INTO WOOD®EACH RAFTER OR �,•.:Ph:-r�. 1 _ ( + TRUSS,24"O.C.MAX,WITH 1-3/4" ! EXISTING WOOD 3" j 1 fJ( TRUSS, • T GLASS SEPARATION TRUSS OR RAFTER -1.V.-J•-1.6"-!/ MIN.END DIST.AND 3/4'MIN.EDGE -NOT REQUIRED PER 0 24"O.C.MAX DIST,WHERE ANGLE EXTENDS MORE GLASS SEPARATION CONNECT,i3ON TYPE C3 -.( / ASTM E1996 (G=0.42-MIN).-� „� 1/_-�\ ANGLE TO NEXT TRUSS NOT REQUIRED PER ANCHOR PER ANCHOR f✓ ,^j• �,1, +� mo N ASTM E1996 SCHEDULE 6 .•1�p N 'BEYOND LAST ;c ^EXISTING WOODl{'j. �� 'tOJ W (_..f......_._.__.__.. )-j•/�, OR STUCCO FINISH ),(� y.s u- ui CONNECTION TYPE C4 (H•l .I1� ¢ �, iU {% : i -.-.._ �t .._-_� j LLN n e%f /� "�. ':1nJ z • _ _f_ _ MATERIALR1 � ANCHOR PER ANCHOR � y oo r '�f� a '• -T� } cui>: SCHEDULE-\ 1" { r?� '� w of ✓; 9� m1 X 1•-1 —ia'1 ! 1" fig, k' u _ _> �- ` `-' nj ¢ MAX ! MAXD MAX PANEL SPAN }( C¢ O ..rs .a •_, - y •� � i R) AX DESIGN PRESSURES: TOG=0.42 WOOD:+/-63 PSF ,® t, TO G=0.55 WOOD:+/-70 PSF PN,1 HOST 'EXISTING //?-EMBED.' i Mt I HIP .r� f1�) STRUCTURE-J . /s. - -l.) 1�-I"-T -( I U)' EDGE / /�y� �/ IUJ S EXISTING f DJST. _ / �11�6"O.C.MAX / ltL') j( ✓ � I •- GLASS SEPARATION • STRUCTURE sp�' NOT REQUIRED PER /A' -r. J ALT.LEG DIRECTION Q L � f % �' ' 1 � CONNECTION TYDg CS ASTM E3996, ) � V -ANCHOR PER ANCHOR SCHEDULE e o ur 0"F"ANGLE TRACK MOUNT SECTION REVERSE"F"ANGLE TRACK MOUNT SECTION OCEILING MOUNT/BUILD-OUT SECTION E W�y ° e • �p.cs W. ,- <S S AIR GAP-} BRICK VENEER � 1 PER ASTM C62 A ! _ LEG DIRECTION a GLASS SEPARATION - i•'.� ^ / MAY BE REVERSED 7 �f NOT REQUIRED DTPER� i? NOT REQUIRED'PER CONNECTION TYPE C2 Q (to•14i 9• ASTM E1996 •' /� / � ,, ANCHORPER ANCHOR ASTM E39�- • 'S3 w 'T S w f yr ;yr' rSCHEDULE / MAX0.437 — TIT oa „� p 2 '316h4 r m "off EM)BED r•• .. ,�..' 4'ni/ /i`'�l:l '�x S $jo n 9�s� g EXISTING WOOD -`_�_ "-' a R fr :?7 );"1 1 ,w e STUDS SPACED r`+� - "� MAX Q' 17ff �/ �°• t : x - ,� 024"O.C.MAX ^'�� -(..:1 I EXISTING �-6"MAX-4 9 yy 4 (G=0.42 MIN)� •.:�' _- , I HOST w /// CMESED 7r ";. •"1 i �`- It kJ ...—.__-- STRUCTURES f�j 4° fr� ti a 1L1; 6 `��� I f IZP�T)@ 9^o:c.MAX 4 L r=�-I� GLASS SEPARATION / _ 1-X4'X0.125"6063-T6 ALUMINUM TUBE-' (2)+114 WOOD SCREWS OR)'a"LAG SCREWS NOT REQUIRED PEP.-- EXISTING' t o 4>+ L" (Ib nIOST A r'p � ,;, CONNECTION TYPE C2 OR 2'X6"PT WOOD BEAM.WHERE OFAM WITI12"EMBEDMENTI Y, MINIMUM EDGE ASTM E1996 �, EXTENDS MORE THAN W OVER LAST DISTANCE AND 1-3/4 MINIMUM END BRICK VENEER ANCHOR PER ANCHOR STUD,EXTEND BEAM TO NEXTSTUD DISTANCE TO G=0.42 MINIMUM WOOD STRUCTURE PER ASTM C62 SCHEDULE tID�YW(�irtF1WdI�63N.jVAOFE STUDS SPACED 21"O.C.MAX. ' STUD ANGLE BUILD-OUT MOUNT rN "U"HEADER BUILD-OUT THROUGH VENEER OVER DIRECT MOUNT THROUGH VENEER OVER STRUCTURAL 20-26144 �•l— 17CJI1.E1 ' SECTION'INTO STUD WALL STRUCTURAL BASE SECTION BASE SECTION CAcsofadu_vBofyl K IMIJK BENNAROO,PE GLASS SEPARATION ALT.LEG DIRECTION PEI Eu4664 9 CAP93es AIR GAP BRICK VENEER N ASTM E19 R ------ -ANCHOR _—.. a. EXISTING t PER ASTM C62 NCHO ANC v+*k a Hosr .%v/ 1�;,- ••; tv n', _ _ �.w\ 1 aric o ANCHOR PER r OT R QUIRED PE —� N TYPE C3STRUCTURE ' lah� _ J 96 H " HOR 6'MAX '}��••JJyy "-L,m r0.. / / � jr � yt EMBED R I CONNECTION7ye.m 111_1I4-20XV-1 — 1 t CONNECTION TYPE CS Jl 6'MAX� K ANCHOR PER ANCHOR KNURLED g ANCHOR PER ANCH00. 7 - SCHEDULE ` / �� m'iF'y _ MAY, )° STUDS SPACED 1 i`c SCHEDULE-1 —__. .w -`)`la)6` I-k ^O'v_1 % 12"O.C.MAX d _ _ EXISTING % ` 3�"Iw-®� GLASS SEPARATION i c tc HST AIR GAP- t CONNECTION TYPE C3 '}" �..7<J._) STRUCTURE ANCHOR PER ANCHOR ut W " gig NOT REQUIRED PER-� BRICK VENEER ANCHOR PER �j Nv ow ASTM E1996 PER ASTM C62 �; .i O C)STUD ANGLE THROUGH VENEER OVER STRUCTURAL (Q1 BUILD-OUT"F"TRACK THROUGH VENEER OVER a BASE SECTION STRUCTURAL BASE SECTION EXISTING E HOST ALUMINUM ANGLE"CLOSURE ,' w STRUCTURE- PIECE:1'x2'MIN,1"x5"MAX, y 1 0.0625"MIN.THICKNESS. ly;.ay W 29 MAX. y ✓' .%i r. ��iX1��i �,� s ;/` � !i�'C'� 1f,�d/'./f1 / { 114- jMAX. c' � �.+'f/,,✓' -3 . /,/�A/p..��/r;.' IR,1/4' yv� I 1 e'p y". -� „.Fx'`'y`,`,n.y.'+J."� �d/.�,A�'`. .� RUCTUR •/e' °— °``%� i'I" i' ,yN .ay' II EXISTINGXTGEXSTRG •t HOST C _STRUCTURE STyy HOST �1111�. E) / STRUCTURE e�g y "r/ 1 MAX. MAX iJl)e a D# v ...----- --._....... ,� tC� 4 R TRAP MOUNT CLOSURE DETAIL /jlw S WALL MOUNT CLOSURE DETAIL GE EXISTING 1/4' ��£ ` Hosr MAX. STRUCTURE 1/4'_ / „ / / '�P`�� ALUMINUM ANGLE CLOSURE- ` ANYANCHOR.PFR ANCHOR SCHEDULE, � �,~ / SPACED 24°O.C.MAX FOR DESIGN " a Q6 MAX BUILD-OUT f�'�` PIECE:1'x2"MIN,1'x5'MAX, 1 1 -`l,ti_n�lb $ �y f Vj/ e �"®� 0.0625'MIN.TTIICKNESS, PRESSURES 5 62 PSF;12"O.C.MAX s DISTANCE EXISTING FOR DESIGN PRESSURES>62 PSF ; ALUMINUM ANGLE CLOSURE^� I'"'' . HOST AND 5 115 PSF,10'O.C,MAX FOR h.1,1.13) T,8 pea PIECE 1'x2"MIN,HICK MAX, J �w-STRUCTURE -DESIGN PRESSURES>115 PSF. . �1+,t,J} PNGH 111009 0.0625"MIN.T11CKNF.55. I— _ ,y 6 a""y AP A:� l .a r'21,Ih a'1 /' /JP OGPYRAYRI#MKLABNIIODPE r�sF '— i/4' (:fir rti"MAX. °.. (s e'l'uc 20 44 a _ L �ti_. a.....—..0 " � 11Si� SCALED 2a•u PTI lSCR1ONI a '-n' CIE: (N't_51 i la 1t� }MAX. CORNER ANGLE: ....._—._ rI/lI, Ill '171�i, t�"� 0.050"3004-H34,3003-H14,OR 5052•H34 ALUMINUM; TEFL `^�®OR 20 GA GALV A36 S BUILDOUT MOUNT CLOSURE DETAIL. (U�ALTERNATE_CLOSURE DETAIL CORNER ANGLE DETAIL ' GEI�J00g6549 C�gi'9085 a z aP �it.r18°u r•• LONG HANDLE RI I( _O�reui i RIVETED TO PANEL x.fiy PUNCH ADJACENT PANELS 70 J y\` Q _ z RECEIVETHISSOLTYJ/PM E �; ? '` �';'9T�'sW NUT.PLACE PANEL OVER EACH. ! �f Uzs (� w�®g ADJACENT PANEL AND FASTEN $ WINGNUTS FROM INSIDE-.\ UJ uj d \ �j, ri. ow NOT TO BE N USED FOR �. l EMERGENCY (9 f ESCAPE an f O ``A' r2> x1Sa WIDE NOTCH S o (TYP..BOTH SIDES) 09 k a A WALL MOUNTED 5"x2"x:j" - STUDDED ANGLE-, '.5"-20 x L"MACIiINE SCRE4'J STUD'`y� ) t 3� LL WfTN WASHERED WINGNUTQIZ"O.C. 1 (CONNECTS TO ADJACENT PANEL) c5 y 3/4" r 7 1/4-20XJ/4 KNURLED STUDS W/ i I• WINGNUTS SPACED AT 12"D.C.-. i {i) _ TEN HOLE FOR C I FASTENING PANEL-? �'rd ;'� • �u j~EMBED, ��ceI EXISTING - --" tllr( ~�* f--- ---�_ IA.!HOST J UU __t.l.. �.} " J - WALL MOUNTED 5'x2'x&6" STRUCTURE ..�-_.._.t .%.ar •{- STUDDED ANGLE p r �g �_..y1 iI i o "^ CONNEClblil TION TYPE CI / 1111 l A - ANCHOR•PERANCHOR � / wAwcalfFPNKLeINVnWPE ." SCHEDULES INTERIOR FASTENING ANGLE ASSEMBLY 20-26144- THESE DETAILS DEPICT THE CONNECTION OF § ANY PANEL FOR AN OPENING WITH PANELS INSTALLED FROM INSIDE.USE OF THESE r+ cEscwoNJ R. DETAILS SHALL BE IN CONJUNCTION WITH AN "H"HEADER OR"U"HEADER TOP MOUNT. rl 0 /��^�) 0 FRANK BEHNARDO,PE PEf 0,4,519 CA x9005 ' UNLIMITED WIDTH (PERP.TO PANEL SPAN) yP 12"MAX.ON CENTER PANEL ATTACHMENTTO MOUNTING Qfl HARDWARE OR DIRECT MOUNT ;:. ,.y ,. 'i rFOLYCARBONATE PANELS ( V Bj V i •' `,1 FASTENED TO ADJACENT STORM 3' rt5�.7�„�F> /1 PANELS WITH "-20 SIDEWALK �.... .-�--ALLOWABLE 10 rA, a4Q0.1—�t7 BOLT AND WASHER ED WINGUT - _7 O tui t t AT MIDSPAN,TYPICAL c N 3 ' &VI `� DESIGN PRESSURES .0,,9 W WITH ALTERNATING ALUMINUM AND POLYCARBONATE PANELS k 'O 0 lh r� `f�fi +55 PSF i -nP. ! - -58 PSF � NOTE.,ANY INSTALLATION WITH ALTERNATING ---- _! .-'• x. x x 3._:x. ALUMINUM AND POLYCARBONATE PANELS SHALL a (vl•IyP ,r NOT EXCEED THESE DESIGN PRESSURES- NOTES: a A a 1. TOP MAY BE SLOPED OR RADIUSED TO MATCH GEOMETRY OF OPENING, MOUNTING HARDWARE MUST BE ROLL-FORMED TO THE RADIUS;NO .^�iA p n s NOTCHING OF MOUNTING HARDWARE TO ACHIEVE SHAPES IS hS `` c¢r�m ALLOWED.2.. STORM PANELS MAYBE MOUNTED VERTICALLY OR HORIZONTALLY. d 3. ALUMINUM AND POLYCARBONATE PANELS SHALLALTERNATE. E C 4. END PANELS SHALL BE ALUMINUM PANELS ONLY. -�I 1 c I-1 TYPICAL ELEVATION WITH ALTERNATING a s s 3 . In ALUMINUM AND POLYCARBONATE PANELS N.T.S. EXTERIOR ELEV � INTERIOR ��—��• E' 2 e GLASS SEPARATION , ' -NOT REQUIRED PER ' r ASTM E1995 C C ■ i � e� �� �` „-,f� 1• `,y,,.-'ti=1 i✓�/ ��`• /rf�G .�� iA, .l� jr"� Y2 ��Si 8��:&x% �� m _ g END PANELS SHALL BE-// POLYCARBONATE PANEL S-r EXTERIOR \T l�-POLYCARBONATE PANELS PANELS WITH ALUMINUM PANELS ONLY 'FASTENED TO ADJACENT STORM FASTENED PANELS WITH TO ADJACENT STORM e Ya'-20 SIDEWALK ) 3 BOLT AND WASHERED WINGUT Y.,"-20 SIDEWALK C `AT MIDSPAN,TYPICAL. BOLT AND WASHERED WINGUT AT MIDSPAN,TYPICAL. COPrffWnV ecLleeV 70PE 20-26144 90ult - - TYPICAL SECTION WITH ALTERNATING z)ALUMINUM AND POLYCARBONATE PANELS N.T.S. HORIZ SECTION LE® FRK8UNA ANCHOR SCHEDULES: 6Ao0399 C0 6E (SEE SHEET 1 FOR ANCHOR NOTES) :EDGE DISTANCES AS NOTED 5 aU ns Vp TP 5'-0" Spans Up io 9'•U" ' Spans Up TO 12'-0" 'r„'1:� 7' CONN TYPE CONN TYPE CONN TYPE LOAD : � 0 t ANCHOR (PsF ,C1 C2 C3 C4 CS Cl C2 C3 C4 C5 CI CZ C3 C4 CS 1/4"ITW S.S.TAPCON WITH _33 16.0" EDGE DISTANCES AS NOTED 'D ._...._.... ........._ 1-3/4-EMBED AND 1"MIN. 48 1G.0"56.0 IGO" 9.2"'16.0"16.0"16.0"16.0" 5.1" 16.0"16.0"13.7"IKY' 3.7` 11,3" o EDGE DISTANCE(3192 psi 62 I6.0"16.0"160 7.1 16.0'16.U"14.4'16.0" 7.9" 12.0"15.D" 9.4" 15.0"iro' 7.2" LOB _ans U T'5' _ans VI To 9', ,,, ,,._ns U To 12_." +,•3 MIN CONCRETE) ......_..............�__._..._.____._.._...._. _....._._._.._-_.._--__..__....._._......_....._... CO N TV E C N TYPE E C N TYPE E 'SP _P -- Ems___.. .__ Pa P_..._.. 9 N P ON P ON P W P, >: 76 16.0"16.0"1&0" S.fl" 16.0"i6A"10.6"16.0" 3.1" 3.3" 12.3" 7.2" 12.3° •`F% 5.3" O ANCHOR (psf) E' -u _ 90 16.0"16.0"16.0" 4,9" 1fi.0".17.0" B.4" 13.d" ! 6.3" 10.4" 5,8" 9.7"„ 4,2" x Cl C2 C3 C4 C5 Cl C7. C3 CA CS Cl C2 C3 CA CS w...J& u ;;�'::-43mmmalt- 105 16.0_'15.9"16.0" 4.1" 13.6"11_8" 6.0" 11.8 fi ]4"ITW S.S.TAPCON WITH 33 16.0"16,0"16.0"16.0" 16-o"16.0"116.0"16.0"16.0"16.0"16.0"16.0"16.0"13.5"16.0'r V� yb S.0" 8.9_' 4.8" 7,0"%y�` 3.4" / (( LLN LL Ti ---- -8" '- ^" 1-3 4-EMBED AND 2-1 48 120 16.0".12.8"160" 3.6" 10.4"]O.A" 5.8" 9.7" ,�•'.„4.2" 7.8" M1.1" 6,5" p .�• f / /2. MIN.EDGE DISTANCE(3192 62 16.0"16.0"16.0"16.0"L6,0"16.0"16.0"1G0" 9.Z" 14.1"16.0"11.0"16.0" 6.8" 8.5" 1 W li._.. 1/4"bEWALT ULTRACON 33 16.0"16,0"16.0"16.0"16.0"16.0"16.0"16.0"12.2"16.0"16.0"16.0"iG.O" 4.1" LG,O" +� psi MIN CONCRETE) 76 16.U"16.0"16.0"14.1" I6.U"16.0"12.4"16,0" 7.4" 9.7" 14.4" 9X' 14.4" 5.5" 6.2" • WITH 1-3/4"EMBED AND 1" 48 16.0"16.0"1110"15.1"16.0"I6_0"16_0"I6_0" 8.2" 1G_0"YGO"13.5"16.0"(6.0" 11.1" .' 9_ aS L_� ._ ... ._.__...___ 90 16.0"16_0"16.0"31.7"1G0"16_0"i 9.8 16.0" 6.2" 7.A" 122 6.8 33.A" 4.6" A.9" _ x u MIN.EDGE DISTANCE(2700 62 i6.0"16.0 16.0 11.7 16.0 16,0 14.2 1G.0 6.2'.' 119"34.8" 9.3 14 @ 4.6" 7.1" c{ - -. - - - L.K,t•'L, u �i .i MIN CONCRETE T'E-&' 't) (S" Los 16.01r 16.01'160" 9.9" 16.O'r 13.9"j 8.0" 13.9" 5.3" 5.9" 10.4' 5.6" 9.1" - 4.0" g S P` ) 76 16.0"16A"160" 9.5" 16.0"16.0'•10.4"16.0" 5.0" SX 12.1" 7.1" 121"'/�" 5 2'° -.-.._.-.- __--__. -- -. _ i=1 -}O _....._....._....._...._-.___...__._....... _._.._._._...__.........._ _.._.___...p (Hsf..$11 rNl on w 90 16.0"16.0"1G0' 7.9"r16.0"13." 8.3" 13.6" 4.2" 6.2 10.2" 5,7" 4.6 %'r'� 4.1" 120 16.0"15.1"16.0" 8.5" 123•'12.2"I 6.9' 31.4" 4.6" q.9" 9.1" 4,8" 7,7" 3.4" 3.4" tU W-- R 6 O"16.0' G 0"16 0"I6 0"LG-E IG,O"iG.O"16.0"Lb.O"16.0'16.0 IG.O"13.7"SG.O" 105 14.0"15.7"16.0" 6,7"113.5"33,7" 6.7" 11.7 "/ 5,0" 8.8" 4,7" 7.7"%•; /.,;� I/4"UENALT ULTP.ACUtJ 33 1. 1 ,- - •- _ 3e 4., 120 16�0"12_)"16.0" 5.8"(I0,3"10_2" 5.7' 4 6 /�l�,.4,l" 7.7" 4.0 6 4 #_'!Y/ WITH 1-3/4"EMBED fUJD 46 16.0"16.0"16.0 16.0"16.0"16.0n116.0"16.0"12.A"1ti.0"1b.0"13.9"16.0' 9.0" L1.5" I, 1/4'ITW SAMMYS SEC W 33 16.0"16,0"160"16.0"16.0"16.0"16.0"16,0 16.0'1 16.0 16.0 160 16.0 13.9 16ATt 2-]/2°M[N.EDGE DISTANCE 62 36.0"360"]6.0"16,0"16.0"16;0"'14.6"16.0" 9.3" 12.3"15,3" 9.6" 15.3' 6,8" 7.3" (1::.!')f�} O off' / (2700 ps MEN CONCRETE) 76 16.0"16.0"16.0"14,4"16.0"16, 10.8"16.0" 7,5" 8.4" 125" 7.3" 17- 5.5 5.4" .•r 2.114"MIN EMBED AND 48 15.0"16.0"160"16_0"I6.0"IGO"16,0"16.0"12.6"16.0"16.0"16.0 16.0 9.2" -. e 1° ----'-'-"- 90 16.0"16.0"16.0"1L.8"16.0"14.1 i 8.5" 34.,V 6.2" 5.9" 9.9" 4.6" 4.3" 1-114"MIN.EDGE DISTANCE 62 160"16V. 160"16.0 16,0"16.0"16.0"16.0" 9.6" 16.0"16.0"15.0"16,0" 7.V" 11.5' _ 3295 si MIN CONCRETE '- __........-...._____...- .-.._- 7.._.._.__ .._.__-__ 1_�iIUV'Sy1lltt$A IOS 16,0"16.0'16.0"10.0"13A_'12_ 1"i 7.G^ 1z.1" 5.3" 5,1" 9.0" 4,9" 7.9" i'// ( D 1 76 16.0"16.0"16.0"14.5"16,0"160"16.0"16.0 7.7 13.2"16,0"31.4"16.0".0- 8.W' 0 120 16.0"33.1"16,0" 8,6" l0..6"10.6"i 5.9" 9.9" _4.6" 4^3" 7.9" 4.2" 6.7" ,<„/ -+ 90 16.0 16.0"16,0 12.0"I6.0"36.0"13.3"16.0" 6.4 L0.1"16.0" 9.2' 15.4"i 4.8 6.7 - v u -7� 0 �__-_.........-_..........._.._.__...______._...............__-_.___ _--t-....__.--._ s 33 I6.0"16.G"16.0"16.0"16.0'•16.0"i1K 16.0"16A"16.01 16.0"16.0"I6,0"13.8'r 16T �J- ' 105 16.0°16.0 16.0"10,2 I6.0"36.0"10.9"16.0" 5.5' 8.0" 14.2" 7,6•' 12W' 4.1" 5.4 _/4'ELCO PANELMATE uwi $ „ FEMALE,MALE,or PLUS)V!f 48 16.0"16.0"16.0"Y6.0"16.0"36.0"i 16.0"16.0"12.5"L6.0"16.0"l6.0"16.0" 9.1" 13`2" 120 16.0"16.0 L6.0" 8.8"`16.0 160" 9.2" 15.4" 4.8" 6.7" 12.4" 6.5" 10.4" 3.6° 4.6" rr m 2"MItJ Eh BEO AND 2•(2 -_........_..-__.__ ._.._ _ n 2r 1/4.20 ALL POINTS SOLID- 33 16.0"16.0,'160"16�0"I6.0"16.01,16_0"16.0': 9.6" 16.0'•I6.0"IGO"16.0" 7.1" 16_0" MIN.EDG�DISTANCE(i350 62-lG.O'•16.0"1G.0"16,0"16.0"16.0"I SG.O"16.0" 9.4° 1A,0"16.0"31.0'r 16.0" 6.9 8.4" -------- Psi MIN CONC) 76 16,0"la&16.O"14.5"160"16.0"12.3"16.0" 7.6• 9.7" 14.3" 8.4" 14,3" S_6'• 6.Y' & SET WITH 7/8 MIN EMBED 48 16.0 16.0 160' 11.9 16.0 1G0 15.8 16.0" 6,5" 15.5"13_7" 9.6" 13.7"1 4.7" 8,0" .................._.__...___�__._ ;.__--.._.-_...._._........ _._ ... ...... w t n. AND 1-1/4"MIN.EDGE 62 16.0"16.0"16,0 9.2 16.0•'14:1"30,1"14.1" 4.9" 8.5 Y0.6 6.6" 10.6";3.6" 5.L" " 90 16.0"1&0"1G.0"1l--!16.0"16,0"i 9.8" 16.0" G.3" 7.4" 12.1" 6.7 11.3" 4.7" 4.9_ .._.._._.-.__-._______ u. € DISTANCE 3000 sl h1IN -' - - -I,;,, (3^.rimr..Ft^•:t?. - - - w o 1j 105 16.0" ---16.0".10.1 15.9"13.8" 8.0" 13.B" 5.4' S.9" 10.4" 5.6" 9.1" 4.0"q,0" 0" .4" 1.5' 3 v" 5 0" B,6" S.0" B.6" 3,7" ¢( P 76 16.0'16.0"16,0" 7.5" 16. 11.5' 7 1 ::. �, .,,-,."._ a CONCRETE) -- „--- "'- -----T i ';"°S'T' 120 SG.O"15.0"IG.O" 8.7" 12.1" 6.T' L ' !.7' 4.9" 9.1" 4.8" 7.6" �' r•• J. p _ 90 16.0°14.6"160" 6.2" 13.8 9.7" 5.9 9.7" 3.3" 4.4" 7.3", 4.1 6.8 1�1,.:<=f/ .�.._...-_.-_...____.._..._...._.._..__.._.__._-..._._.____.__._j..____-...._.._ .._..___._._. l.�lli .�/. y -R 4 y (1. .l 105 15.0°11.2"35.0" 5.2" 9.6" 8,3" 4.8 8.3 ,,,4. 3.5' 62" 3.4" 5.5"!f9/ % *' 1/4'r WSAMMYSSSCW/ 33 1G.0'1 16.0 Y6.0"16.0"16.0"16.0"116.0"16,0"16.0"16,0"16.0"16.0"56.0"16.0"16.0" m F ^- .____._ __.._ .__-. ... 1�1 0' t---"� 120 13.1° 9.0" 13.1" 4.5"17.4" 7.3" q.l" 6.8" F! f 5.5 %vim 4.6 ��';"� 2-1/4'M[N EMBED AND 48 16,0' 16.0 16.0.16.0' 16.0"S6.U"i16.0"16.0 16.0 16.0 16.0 16,0 16.0 11.T'1.6.0" ©o,y 33 16.0"16.0"16.0"1.5" 1.4" 1.3- 1.V 15.4" 0.0" 15.4"11.5"10.9 11,5 5.9 11.5 2.1f2°MIN.EDGE DISTANCE 62 16.01,16.0"16.0"16-E 16.0"36.0"i16.0"11 OE 1LE 16A•'16,0"15.6"16.0" 0.9" 12.01. ?y 12 1/4°DEWALT TAPPER WITH __. � _ _.._._�__.._... �...._...__.__....._-....- 3295 pi t•11W CONCREit -'."---- .__ ____..�. -'-"'"""""'""-"" ( p 7 76 16.0" 16.0"16.0"16.0"16.0"1G.0"I16.0'Jr.0" 9.7" 13.0"16.0'11.9"16.0" 7.2" 0.0" S P� d 1-3f4"MIN EMBED AND 48 1G.0'SG.O"IGO" 9.9"�16.0"10.6" 9.1 10.6" 5.3 9.0 7.9 516" 7.9" 3.8" 4,6" • 1.1/2"MIN.EDGE DISTANCE 62 14.7"14,7"34.7" 7,6" 14.7" 8.Z" 5.9" S.2" 4.0" 4.9": 6.1" 3.8" 6,1 f'� 90 16.0"16.0 16.0 15.3 16A"16.0j13:9"16.U" 0.1" 10.5'16.0" 9.0 16.0" __..._.____-.-..._.__..__. .______..._ .�.____..__..._.._.-_ c 3000 psi hi[N CONCREFE ;��,....�„ 105 16.0" 16.0"LG.O"12.9"I6.0"16,0*'1 L4"I6,0" 6.9' 8.4" 14.B" 8.0" 13,0" e ( ) 76 120'11.9 120" 62" 1z.D" G.T' 4.3" 6.T' 3.2' 3.4" 5.0,• ../ -5.0" /?' *L--1 � .__.- -__.._...._--_-:._.___�0" ...._..-___._- _ ..- _ �".. .6 - o .. "' 90 13 10.1" 8.5' 10.1" A1" 8.0" 5.6" 3.4" 5.6 �/ /"t;� 4,2 '/�"3.1"✓� 120 16,0 36.0"16.0"31.2"16.0"16.0 I..6 16.0" 6.0" 6,9" 129" 6,G" 10.9" 4.5" 4.8" E 3 -_ <' f "- i 3.2E "J 14-2o ALL POINTS SOLID- 33 18.0 16,0E 1G.0"16,0'1G.-1G.0"i f0.0"1G.0"1G.0'16,0E 1G.0"IG.O"IG.O"IL8" - 11411i. 105 8.7E 6.5"' 8.7° 4.3"1 5.6" 4.8E:// A 8 /.`/ 3.6E .: / -__�_._.._........ ..........__.-._._. -__ -- _-/ y : SET WITH 7/e"MIN EMBED 40 16.0E 16.0E 16.0E 16.0E 16.0E 16.0E 16.0E 1G.0"31.6'16.0E 1G.0"12.6"16.0" 8.4' 10.4E v 3 120 Z6" S.2" 7.G" 3,7E 4.3E 4.2E /�' 3.9 /.. ,.... 3.2E /,„ . AND 2'MIN.EDGE DISTANCE 62 moll 1fi3O'•16.0E 16.U"1E.0"16.0"13.2"36.0" B. 11.0E 13.8" 0.6`• 13.8" 6:3" 6.6" rO m' _. .... ._ _ d EDGE DISTANCES AS NOTED (3000 pai MIN CONCRETE) 76 16.0E 16.0E 3G.0"11.4E 16.0E 15.0E 9.T' 15.0E 6.9' 7.6E 11.9E 6.G" 31.3E 5.1E 4.9E S ans U TO 5 0 Spans Up TO a-0" Spans U Tp 11 0 11L_� _�__'-_ ��__'-" ;'( 90 16.0E 16.0E 16.0E 11.0E 16,0E 12.7E 7.T' 127E 5.0' S.B" 9.5E 5,3E 8,9E 4.3E 3.8E L LOAD CONN TYPE CONN TYPE CONN TYPE * € 105 16.0"14_6•'16.0" 9.3" 12.5"10.9"1 6.3" 10.9E 4.9E 4.6E H.2" 4.4" 7,2" 3.6" 3.1E _ -ANCHOR (PsF) Cl C2 C3 C4 CS CS C2 C3 C4 CS Cl C2 C3 ' C4 C5 * 12.0 16.0E 11,8E 16.0E 8.0E 9.6E 9.5E 1 5,3' 8,9E 4.3E 3.8E 7.1E 3.8E 6.0E 3.2E /.. 114"MILLENIUM MILLFAST 33 16.0E 16,0E IGO"16.0E 16.0"16.0"16.0E 16.0E 16.0"16.0"16.0E 16.0E 16.0"!13,3"16.0" µr 114E DEWALT TAPPER WITH 33 16.0"16.0E 16.0E 16.0E 16.0E 16.01, 16.0E 16.0 15,9E 16.0E 1610'16.0E 16.0E 11.8E 16.0" S WITH 1-314"EMBED AND 48 16.0E 16.0E 16,0E 1G0"IG,O"16.0E 16.0E 16.0E 1L0"16.0E 16.0E 126E 16.0E e,7" 305" Gi 1-3/4"MIN EMBED AND 3' .48 16.0"16.0"16.0"36.0E 16.0E 16.0"116.0 16.0E 10.6E 16.0E 15:8"13.1E 35.8E 7.7E 9,2E ._...._......._.... _.......___........____..�......._.....__-___......__._.. _._....-.._..6........-._.__16....__.-._. ... ._...-...__-_.._ _......._..._...-__.............._ p 2-1/2"EDGE DISTANCE 62 1G.0°16,0"IGO"16.0"116.0"SG.O"13,4E 16.0E 9.0E 11.2E 14.0E 8.8E 14,0E 6,6" 5.7E z MIN.EDGE DISTANCE(3000 02 16,0"16.0"16.0"15.3"16.0"16.0'131.7"1G,0" 8.0° 9.8E 12.3E 7.7E 123E 5,e" 5.9E _....._.._-_..__... ....._..._-......_ ._-_. __.._ __._._�...._._..._......_ sl MIN CONCRETE) v c (3275ps1 MIN CONCRETE) 76 16,0E 16.0E 360E 14.0"j 16.0E 15.3'r 9.9E 15.3E 7.2' 7.7E 11.4° 6.7E 11.4E 5.3E 4.9E O P T6 16.0E 16.0E 16.0E 12.3E 16.0E 13.3E 8.6E 13.3E 6.4E 6.7E 10.0_ 5_8" 10.0E 4.7E 4.3E ("i ,ri S 90 16.0E 36.0E 16.0E 11.5E 16.0E 1-Q" 7.8 12.9" 6.0" 5.9' 9.7' S.4" �9.0�Ej�4�.4 + � 90 16.0E 16.0E 16.0E 30.3E 16.0"1L3"�6.8"1L3•' 5.3" 5.1" 8.4E 4,7E 7.5" 3.9" 3.4" L`a *:.._�t1RC.♦SU11(V� !OS 16.0E 14.8E 16.0E 9.7E 12.7E 11.0E 6.4E 11.0E 5.1E 4.7E 8,3E 4,5E 7.3E Fg1.y' "`,/, qa.=Tglb1',ODUiIC.� 105 16.0E 129E 16.0E 0.5E lY.l" 9.7 5.6E 9.6E 4.5E 9.1E 7.2E 3.9E 6.4E 3.3 # 120 16.0 12.0 IGO 8,3 1 9,8 9.7 5.4 9.0 4.4 �....t' 7.3 //,� 6.1 ' 120 15.2 50.5 15.2 7.3 8.5 8,4"I 4.7" 7.9E 3.9E 3.4E 6.3E 3,3E 5.3E '!�!'`:r�/, C 1/4°MILLENIUM MILLFAST' 33 16.0"16.0E IC40"16.0E 114.0E 16.0E 16.0E 16.0E 12.T'16_0"16_0"16.0' 16.O::r 9.4E 16.0E Ij4"EA MALE BOLT,2-1/2 33 16,0"16_0"16.0E 16;0';16.0E 16.0E 16.0E 16.0E 16.0 16.0_'16.0E 16_0 16.17E 16.0E 16.0E ---"- WITH 1-3/4°@4BED AIJD 1° 48 16.0"16.0E 160E 15 8'16.0E I6 00"16.0E 16.0" 8.5E 16.0 14.4E 10 L 14.4E b.2" 8.4' EMBED AND 2.5°MIN. A 16,0E 16.0"16.0E 16.0'IG.O"18.0'16,0E 16.0.16.(f"16.0 16.0'16.0"16.0"14.4"16.0" z� EDGE DISTANCE(3275psi 62 16.0E 16,0E 16,0'12.2"i 16.0"14.9"10.7"14.9" 6.4" 0.9• 11.2E 7.0" 11.2"i 4.7E 5.3" EDGE DISTANCE(2900 PSI 62 16.0"16.0'16.0E L6.0 16.0E 16.0"16.0E 16.0E 35.0E L6.0"16.0E 14.9'16.0' 10.9"11,4•' -...__,...._...___......._...._.___.__...__.._.._.....__-._._._T._...._. --.r.._._._.. __ __ __ - __ _--_ MIN CONCRETE .._...._.....___...-_..__.._-._...____._ .._ t _7fi 16_0"1G.0 IGO" 9,9E!16.0 12.1 7.9E Ti S,1' 6.1 9.1 5.3 9.1^r�i,.'.p .,rj CONC} 76 1G.Y 16.0E 16.0E 16.0E 16.0E 16,0"16.0E 16.0E 12.0E 13.1E 16.0E 11A"16.0E 8.8E 8.4E ( F 90 16.0°15,4E 16.0E e.l"114.6E 10;3" 6.2 10.3 4.3E 4.7E 7.7E 4.3E 7.2 1---'' %/" * ®�S8'1S3L3'°•°S!S> 90 16.0"16_0"16.0"16y0_'16A"16.0E 13.3E 16.0E SU.O"10.0E 16.0E 9.2E 15.4E 7.4E 6_6" 6 3 305 15.8E 11.8E 15.8E 6.9E 10,1E,0.8E 5.1E 8.8E s-' [ i 6.G" <;< S.B" f:%, --- 105 16A 1G.0"16.0 16.0 16.0' 16.0 10.8'16.0 8.5 8.U" 14,1E 7.6E 12.4E 6.3E 5.4E o p .._.__.._- _._....._....I_._._..._.._._„ ......___.9:. . _3 ' ._..._'!,. IF..-.iro 120 16.Q"16.0E 16.0E 13.8E 1@0"16.0E 9.2E 15.4E 7.4E G,G" 12.3E 6.5E 10.4E 5.4E 4.6E 'ap'120 13.3` 9.5E 13.@" 5.9E(7.8 7.7 A.3" 7,2E 4.0'{}" ---� s'12 SMS W/7.'FYEWM_L 33 36,0E 16,0E 160E 16.0"16.0"I6^0"16_0"16_0"129E 16.0E 16.0E 16.U"36,U 9.6E 16,0' 1/4"EA MALE BOLT,L-7/8" 33 16.0"16.0E 1G.0"11E 16.0"16.0"36.0"16.U"133.5"16.0E 16.0"16.0"16.0"10.0"16.0' hi ARMOR INSERT W/2'EMBED 48 16.0°14.0"160"16.0E 160"18.0E 160_'16.0 87° 160 16.0E 13.1_140 6,4_ 10.0 EMUED AN4.2.5°M1N, 90 1G�0"1G.0"16.0E 1G.0"1G�V"16.0E 1G_0 1G.U"9.1E 16.0 1G.0 14.9E 16.0E 6.7E 12,3EAia_. .-_..._ AND 2'EDGE DISTANCE 62 16.0E 16.0E 160E 17 A"16.0"16.0E 13.8E 160' 6,6E 11.5E 14.4E 9.0E 14,4E 4.8E 6.9E EDGE DISTANCE(2900 PSI 62 16.0E 16.0"16.0'13.0"16.0"L6.0"15,6E 16.0" 6.9' 13.1"16.0"10.2"16.0" 5.1" 7.0" (2000psi MIN CONC) _76 f6"O'_16.0E Ib_U"10.0E 16.0'_IS_6"10.1E 15.6E 5,3E _7.9' 11.7E 6.8E iL7 .3.9' S.1" CONC) 76 16.0E 1G.V'16.0 10.5E 16.0E 16.0"13.5"16.0 S.6" 9.0E 13.3E 7.8E 13.3E 4.1E 5.8E8FRN1(LE8dW870PE .._ _. 90 16.0 160 16.0" 63 :16.0"13.2 8.0E 7.3.2E 4.4 6.0" 9.9E 5.5 93 i 3.3 40" ]K (NP.• 40 16_0"16.0'16.0' 8.7E 16.0_'15.0E 9.1E I5�0"q.7;6.9E 33.3E 6.3" 10.S" 3.5" 4.5E ZO'Z 144 - TC SOS 16.0°15.2'16.0E 7.0E 13.1E 11.3E 6.5E 31.3E 3.8° q.8" 8.5E 4.G 7.5 i,' 3.3E 105 16.0'16.0E 1fi.0' 7.4E 34.9E 12.9' 7.4E 12.9",4.0E 5.5E 9.7E 5.2E 8.5E>;T/::3.7E y "� 120 16.0E 12.3E 16.0E 6,1E 10.0E 9.9E 5.5E 9.3E 3.3E 4,0E 7.4E 3.9E 6.2"'%f'i° J'! F. 1T �- 120 16`0"14_0"160E 6.4" 11.4"11.3E 6_3" LO_5"3.5E 4.5E 8.5E 9_5" 7.1E 3_1" P�6E DESCLtiP_iiON: _ :./� i c, is 1 .__.-_,_...__ __L ..-_---16..__,.._-__IC O" ,... .__ r12 SMS W/275E EYEWALL 33 1G.0"16.0E 16.0E 16.0E 16.0E 16.0E I6.0"16.0°160E 16.0E 16.0E ILO"16.0E 13.fi"16.0E 1/4"FA MALE BOLT,2-1/2" 33 1G.0"16.0E 16.0"16.0E 16.0E 16.Q"16.0E 16.0E 16.0E 16.0E 16.0E 16.0E 16.0"12.6E 16.0" ARMOR INSERT W12.5E 48 JOJ 0E I6.0"16.016.0 16:0"16.0E 16.0-SL4"16,0"16,0°160E I6.0"I 9.0E 13.9E EMBE6 i1N01.25"MIN. 48 16.D"16.0E 16,0"16.0"16.0"16.0"16.0"16.0"1L.S"16.0E 16.0"16.0E 16.0E 8,4" 16.0' - ... .. ._.. _._._�_...... __...-....._-- ._ _. ._.._..__ ___-_._..___....� -.___ _EMBED AND 2"EDGE 62 0E IGO 16.0 I6.0 16.0E 16.0E 16.0E 9.3E 14.8E 16.0E 11.5E 16.0L9 8.9 EDGEDISTANCE(2900 PSI 62 I6.0"16.0E 16.0E 16.U 161111.� 0E160E 16.0E 16.0"8.7E 16.0E 16.0E 14.8E 16.0E 6.5E 11.4EDISTANCE(2000Dsi MIN 76 0E 16.0E 14.3E 16.0E 16.0E 13.0E 16.0E 7.5E 10.2E 35.1E 8.8E 15.1"�5.5E 6.S" CONC) 76 16.0E 16.0E 16.0"13.2E 16.0 16.0" 7.1" 13.0"16.0E 11.3E 16.0 5.2 8.3E CONC) E 16.0 11.8 16.0 160 10.3"16.0" 6.3" 7.8" 127E 7.1E 11.9 4.b 5.1 * � W fdi r'!; 90 16.0E I6,0"16.0E11.0E 13.2"16.0 5.9E 9E16.0E 9.1E 15.3 4.4E 6,6"n. ..�.__. -- ---__-- ..__-._165 E 16.0E 50.0E 16.0E 14,5" 6.4E 14.5'r 5.3E 6.2E 30.9 5.9E 9.6E i 3.9° 4.2E ,-n„r�ti 105 16.0E 16.0E 16.0E 9.3E 30.8E16.0E 5.07.9" 14.0E 7.6" 12.3" 3.7E 5.4"120 E 16.0E 8.6E 12.8E 32.7E 7.3E 31.9E 4.6E 5,1" 9.5" 5.0E fl.0":3.4E 3.S' --��fE'tr.E G'P 120 iG.O"16.0E 16.Q" 8.1E 9.1E 15.3E 9.4E 6.6E 32.2E 6.5E 10.3E 3,3E 4.5E FRANK BENN§-Ft PE PEf 004654 CA4'98B6 ANCHOR SCHEDULES CONTINUA: ` ' EDGE DISTANCES AS NOTED EDGE DISTANCES AS NOTED "� ?{ rj Sp3o5 Up To 5_0" Spans Uo To 9'•U" SDBns Up_To 32'-D" �i Spans Un To 5'-0_' Spans Up7_.9_0" 5 ap ns Up To 12_-0" - N o LOAD CON.TYFE CONN TYPE CONN TYPE r - LOAD CONN TYPE CONK TYPE CONN TYPE O ANCHOR (psf) o ANCHOF. (mf) 1 ry x a Cl C2-1 C3 C4 C5 Cl C2 C3 C4 CS Cl I C2 C3 C4 CS x w Cl C2 C3 I C4 C5 Cl C2 C3 C4. C5 Cl C2 C3 C4 CS , 1/4"ITW 5.5.TAPCON WlTfl 33 16.0 16.0 16.0 !1.6 16.U' 10.3 1U,7' 10.]" 7.8" i/4"1'IW S.S,TAPWN ]3 13.6"17.6"17.6" 6.1" 1].6" 7.6" 7.6" 7.6" 3.4" 7.6" 5.7" 5.4" 5.7" i.C•, 5.7' s<, <' 1.1 4"MIN.EMBED AND _�_..-•__..._....-.._._.�_....._... __.__._.._...______.... _.-._ �.. __ _�.___.._.___...__.__.__��.._..__"._--_- / 48 12.8"12.8'37 5' 8.0" 12.8" 7.1" 6.X' 7.1" 4,3" 6.0" 5.3" 3 El 5 3 3 1 3 1'• / MIN.EMBED q8 9.4" 9.4" 9.M1" M1.2" 9.A" 5:Y' 4.5" 5.2 / 4 4" 3.9" 2.1l2"MIN,EDGE DISTANCE 62 9.9" 4.9" 9.9" 6,2" 9.9' S,b" 3.9' S.5" 3.2" 7.3" 4.1"./r F"u 4 1 .,�� k:;y� AN 1"MIN.EDGE 6'2 7.2' 7.2" 7.2" 3.2" 7.V' 4.0 =l'" 4.0 /; xv 3.0'Xr;. th .. -........._._...._. ...._......__- Ti,; .. DISTANCE ._ -- .. .. LL 76 B.1" 8xv, B.I.- 5.0" 8,1" 4 5 ? _.-__. .. -_ r / 4 5 3 4 -3/ 3 4 :.'='r r qr'/ 7fi 5.9" 5.9" 5.9"+9"/ 5 9 3.3 w 3 3 / a%' g'/ -/ ✓i U) >R b - Ul 90 6.8" 5.7 6.8 4.1"1 5.4" 3 8 r 3 8 •?/' .n'° /r1n-:/.r'�r:f... ,.✓:; n_ °.0 5.0.. 4 Z,. 5,0., 'r� 4 0 .'S;' �,.: ri/'I!4 //. r r... /, ✓/,/r/' OW'I= r_L�408CU161T o" a' / / / a 5 r,r .___..- 305 5.�4.4" 5.. 3 4 3 7" 3 3 3 2 t./f. f/' /f,�,, 'r• /�/ -F- 105 4.3" 3.2 4 3 �r- �ii •'j=,. /� J/ / �i` ,Gi- ji �> - 12o s.r' 35" s.T,m""39 r, ' •�//s'�' �-�1/�� /✓rr/.,y/,K� �o/t� 1zD 37 ,lf-%� e7 .=r/ �-v''. / !� i r./ � /;1 � :ri.•' � ,gam�.2 i/e DEWALT ULTPACON 33 16,0"16.0"I16.0 10.5 16.0..11.3 11.3 11.3 519" 11.3 8.5''9.0" 3.5 4.3 8.5' 1/4"DEWALT ULTRACON 33 16.0,160 160"11..4 16.0:'11.3"11.3"i 11.3" 6.3 1Y.3 8.5- 6.0' aF' �8.51, %WTH 1-114 MIN.EMBED 48 14,D"14,U"!14.0" 7.2" 14.0" 7.8" 6.7" 7.8" 3.9" 6.6" 5.8' :4.1" 5.0" /;�)<.'r;/ WITH 1-1 4"MIN,EMBED 1 40 14.U"14.D"14_d'j 7.8' 14 U" 7.8 6 7' 7.w /,6.6 .r//,;// /// ,!/,%.;.%/// )y{ Oti 9 AND 2-U2°MIN.EDGE '--"- - +' AND 1"MIN.EDGE - ^-" - O W 62 10.6"10.S"f10,8" 5.6"=SO.R" 60 43 60 y"/// 45 v Z. 45 ✓ r!/ 62 10.8"10.8"10.8" 6.l 108 6.0 /r 3' 60 / n?J 'j^� j. ,i ®.• DISTANCE r//t 4 9' DISTANCE 76 8.8" 8.8" 9.8 f B e + r sy / r c 5 c 76 8.8 2.8^ 8.8 4.5 '8.8 4 9 // / �l Ff/ ft_.,e/r e5.'" r/� v'/�'1 _�,/G '1%l 1) Ul o: w �I 90 7.5" 6.2"I7.9' %/ 5.9" 41 /i 43 9U T- 6 75 ii: ^' Y'3.✓,"t ram. ' 1 //.`,� 17 - W 105 6.4" 4.8"16.4" 4 1' f!1 /!' �r r/•.> 4;`r :- f S y�---U41A11u5C{St14' 105 6.4"'A/v 6.4"... 120 5.6.. 3.9„ 5.6 <.LW .Tfii3�. ,/ •1 ,v t�l 120 r"_......__........�._..._____ _�_._ 9 rr-... uf. .lrl o _...._.......__...._..._�__.-__. _ l J :c 1/4"DEWALT PANELMATE 33 16.0"1K 16,0 14,_"I1G.0"16.D"16.0"36.0" 8.3" 16,d'12.7"12.0"12.7 6.1" 12.7" m 1/4"DEiVALT PANEL(4ATE 33 16.0"16.D"16.0'11.6"16.1"16.0"10.0"16.0" 8.7" 16.0"13.2" 12,5"13.2" 6.4" 13.X' (FEMALE MALE,OR PLUS) 48 16.0" .6.0"7I_. 36_0;'11,7"10.1"11.7" 5.5" 9.91 8.8' 6,2" 8,8" 4,0' 5.1" w (MALE OR PLUS)I//1"1/4" 48 1610"16,D"16_0"30,8"IB.O"12.3"30.5"i32.1" 5.8"i30.3" 9.1" 6.4" 9.1" 4.2" 5.3" W/1-1/4 MIN EMBED AND 62 16,0 S6.0 I SE.d' 7.9" 16.0 9.0 E.5 9 0" 4,1 5.4 6.8"1 4 2 6.8 �-/f�/�� MIN EMBED AND r MIN. 62 10.0"1L 16,0" 8.a' 16 0" 9.4" 6.7"!9.4 4 4" 5 6" 7.0" 4A' 7.0" a 3'MIN.EDGE DISTANCE 76 13.3"13.1"!13.7" 6.4"'13.3' 7 4 4 8'17 q '//'.•// 5 5 'rth,j/ 5 5 /,1 J z EO^vE DISTANCE 76 13.8 13.6 13.8 6.7 13 8" 7.7 5 0 i 7,7 y ,(,•''- s T // F S 7 w/,�/_i// 2 m J oe1IDp49ld\JllIlC> 90 11.2" 9.4" 11.2" 5 3 8.9" 6 2 Ufa 6 2 <;( 4 7 Y 4 4 /!/„/ 90 11.6" 9.7' 11.6" 5.5" 9.2" 6.5 ;7 6.5 r 105 9.6" 7 1 19 0" 4.4 .6.2" 5 3 f / 5 3 r7//. ,, 4.0 ;./ ,(.. / r�'r * 105 10.0" 7.4" 10.0" 4.T' 6.4" 5.5 120 8.4" 58 164"1//�4.7" 47 f 4^T 5?l./i.ir�r/i:F/'�fF 2l�rl{.�I'.:S// 120 8.7' 6,0', Q.T, 4.0 q,9"._ 4.83 f/ 4_S 3sx,U.cy.;lj; ..7Yfs .l.�g_.r.G!^�l llz✓ rn. 1 n. 1!4"1TW TAPCON SG W/ 33 16,0"16.0"16,d'16.0'16.0'16.0"16,0`16.0"11.3"16_0'16.0'16.0 16,0 8.4 ifi.0 0 1/4 ITW TAPCON SG W/ 33 16.0'.16.0 16.0 12.2' 16.0' 16A 16.0' 16.0" 6,R f6.0 16.6 6.0 16.0 5.1 16.0" w , 1-1/4"MIN EMBED AND 48 16.0"16.0"16.d'13,9"moo"16.0"16.0"16.0" 7.6" 16ud'16.0"11.4"16.0" 5,5" 9.4" x 1-1/4"MIN EMBED AND q8 I6.0"16.0"16.0" 8.4" 16.0"16u0"16.0"j16.0" 4.6 SG,O"16.0" 11.4"16.0" 14" 9.4" ¢'�R p, 2.1/2"MIN.EDGE DISTANCE i - - `-" 1-1/4•MIN,EDGE DISTANCE 76 16.0"1G.0"}SG.O" 8.7' 16.0"13.6" 8.8"'13.6" 4.6 69' 10.2" 6,0 10.T' 3.4' 4.4' 7G 16.0"16.0"ib.0" 5.3 SG.O"13.6" 8.5"13.6'�3r 6.a'10.2' 6.0" 10,2"• 'Y' _ _.._..._.. .__.-._._..._..---- m' m 90 1@0"16,0"16.0" 7.3" 16.0"11.5" 7,O" 11.5" 19" 5.3" 8,6" 4,8" 8.1 /f 33.5 90 16.0"1601 16.0" 4,4" 16,0 Y1.5' 7.0",11.5"%' -__.__ ____._. a ,,,j„'K J * g"mot „�`kf, IDS 16,0"13.2"16,0'' 3.7' I1.4" .9" 5.7"�'-9.8"' �7 9.2" 7.4" 4.0" 6.5" �j t!y'i m �y z=s d * w:"sr,:ti:ei�a• 105 16.0"13,2"16.0" 6.1" 11.4" 9.9" 5.7" _.S' 3.3" 4.2' 7.4" 4.0" 6.5" Z'- -"�"' e 120 15.5"10.7"I5.5" 5.3" 8.'7" S.6" 4.8" oil, % 3;5" 6.5'i 3.4" 5.4 ::%% %';Ji 120 35.5"10.7"15.5' 3.3" Q.7" 8 6° 4.8'9.1 %5` 3.5 6.5" 3.4" SA" //j y m 1/4.20ALL POINTSSOLID- 33 16.0"16.0'flG.0"16,0"16.0"16.0"16.O"16.0" 9.5" 16.0"I6_0"!I6.0"16.0" 7.0" 16.0 1/4-20 ALL POINTSSOLID= 33 16.0 16.0"18.0"10.3"16.0"13.4"13.4"i13.4" 5.T' 13.4"10.1" 9.5" 10.1"I 4.2" 30.1" •� \)� 1a t SET WITH 7/8"MIN EMBED 48 16A"16.0"16.0"11.7"16,0"15.9"1.3,6"15.9" 6.4" 13.5'1L9" 8.4" 11.9"'4,6" 6.0" SET WITH 7/8"NIN EMBED 4B 16.0"16,0"16:0" 7.1" 16.0" 9.2" 0.0" 9.2" 3.8" 7.9" 6.9" 4.9" 6.9" a AND 2'MIN.EDGE AND 1.1/4'MIN.EDGE u 62 16,0"I6,016,0 _9.1 16.0 12.3" 8,6" 12.7" q,0" 7.4" 9.2" 3" 9.2_3.5" 4.4' 62 1L9 12.9"11 5.5' 12,E 7.2" 5.1"1 7.2",;r/I/1, i 4.3" 5,4" 3.4" 5.4"_FP' is e 7 tL _._____ __-_ .__-.....___..__.2" DISTANCE -__�._.____._.� _ z DISTANCE - o" '-- - 0 76 16,0"16.0.16.0 7.4" 16.0"]D.D" 6.5" 10.0" 3., 5.1° 7.5"1 4 M1 7 5f 3.3 76 t0.5 10.M1 10.5" 4.4" ]0.5" 5.8 3.6??5,D 3.0 4,4' 4.4" .__ ✓�fy,��, 15.3"12,8 i 15.3" G.1" 12.1" B,5 S i" 8 5 3.2" 3 9 6 4 3 G 5 9 / !' J/!, * ,. t11 90 8.9" 7.4' 8 0" 3.7" 7.0" 4.9' 3 0-Y 4.9 / r '/,/, 3 7 iS!/ 3 5. 41F O 105 13.1" 9.7 13.1" 5.1" 8A" 7.3 4.2" 7 3 ;n*,aJ 3 1 105 Z.L. 5.7 7 6" 3.1" 4,9" 4;2'•y.1 4.2 v r�J 3 2 q 320 11.5" 7.9 11.5 4.4" 6.4" 6.4" 3.6" 5._ -;° 4.8'• 4.0"c h r •<.. 120 6.7" 4.6 6.7" %�/// 3.T' 3.7° •. /3,S ,✓ ;"`.�'/,//. 'r.�a'i' /' //rz F 1/4°MILLENIUM MILLFAST 33 16.0 16.0"16.0" 8.516.0"10.9"L0.9"10.9"J4.7" 10.9 _8.1,'i�7.7" 8.1" 3.5 S.1" 114"EA MALE BOLT,I-1/4" 33 `16.0"16.0 16.0"16.0"16.D"16.0"160'16.0"112.6"16,0"16.0"16.0"16.0" 9.3" 16.0" $ 3 ANCHOR W/1 1/4 EtiBED ae 13.4 13.q 13.4 S.G 13,4 7.5 6.5 7 5 �.✓ 6 3 S.G ✓ f S.G :, iL EMBED APiD 3.25 EWE 4O .16.0 16.0 16.0 15.6 16.0 16.0 16.0 16.0 8.5 L6.0 IS2 IO.T 1S 6.. 8.8 AND P EDGE DISTANCE 62 10.4"10.4",10.4" 4.5' 10.4' 5.8" 4.1" 5 6' 14'✓f 4 3 .v! DISTANCE 62 I16.0"16.D'16.0 12.1"iG.O' 15.G'31.2 15.6" 6.4" 9.4" 11,7" 7.3" 11.7' 4.7" 5.6" " 76 8.5" 8.4 B.S' B 5' 4 7' ' /.li d T 1JY.cc <:�y5 ,a X,,J �. / I6,O' 1,7' . . 4.1" µ- 90 7.2" 6.0" 7.2'• S.7 4 0 _✓4 O ?f +' r t.r. // // * > a"=.'+II'L'Ri:• 9D 16,U'16.0 16.0, 6.1" 15,4 _1U.8" 6_5" 10.8 4 4.9 8 1 q 5' 7 6 / a to- Q `• 105 6.1" 46 161 6.9' ..•�' 61 r.i"'!�x`� '-"_' e 6, rr!nv4, 105 I16.0"12.4"16,0' 6.8" f0_T' 9,2" 5,3" 9.2 3' ra t C e; 12D 5.4"✓,w. 5 4 /d ///9 T // .gr, v rlsl' /,/f:%l. lr! -._.._.., 120 4.6"1D.0"14.6" 5.9 8.2 D.1" 4.5" 7.6 .: !%!'. 6.1 • r �° '�y qq I/4•MTLLFNTUM MILlFAST. 33 16.D"16 0 16 0"12 8 16.0"32 0 12 0"12 0 7 3" 12.d' 9.d' B 5' 9.0" 5.2" 9.0" ANCHOR W/1-1/4"EMBED 48 l4._8"14,"8""114 8" 9.8"114.0" 8_2 7.1" B.2" 4.7" 7.0" 6.2"!4.3" 6,2' •/y,'i`v� r z a�6'� ' F AND 2-U2"EDGE DISTANCE 62_11.5"11.5"11.5" 6.8"�11.5' G 4 4 6 6 4 �r:�/C/1!4 8 4 8 /N/f/✓. F�0:Sl�if��c 9.3"_9.3" 5.5"1 9.3" 5 2 90 7.9" G.G'L7,9" 4 5 fi 2 4 a ,r-� 4 4 f' r / ! /fN / /r/ �5/�'�� 4 EI- "" =` 105 6,8" 5O 6' k r�q 3 / l $ fY/ iif 3✓ 'f/ '// ITN Z 220 5.9" 4 1 5 9" /,�x/ MINEAll // // .r/1 `:l!/!: //1:✓/�.(G/. i- g C 4'12 SMSW/2"EYEWALL 33 160'SEO i1.6W'1 5 160 160 160 160 86 16d 14D 1132 140 64 14O ARMOR INSERT W/1-1/4' 49 16.D"16.0"16.d'10.7"16.0"12.8"11.1"IJ..B" 5.0" 10.9" 9.6"I6.8" 9.6" 4.2' 5.6" EMBED WITH 2•EDGE 62 16,0"16.0"16,0" 8.3"I36.0" 9.9 i.1" a,a' 4.3 5.9" 7.4"14.6"' 7.4" 3.2" 3.6' w DISTANCE 76 54.5"14.4"14.5" 6.7"114.5" 8.1" 5.2" 8.3" 3.5" 4.1° 6.1"'3.5" 6.I" ,<9y;X - J 90 12.3"10.3"12,3" 5,5" 9.7" 6.8" q.l" 6 8 / %� 3 1 5 1 :/% 4.8" I y/' �r m N;i a �B j 105 10.5" 7.8" 50.5" 4_G'^�6.7 5.9^ 3,M1" 58 .9,`/ 4 4 3,9",,/i,.� COPYWq!fFMI.B3NlItl AL 120 9.2 6.3"19.2" 4.0"i S.2' S3"MITI 4.8 �` 'r' .c% 3.8 =>'f 3.2" °'' 20-26144 Srerc t 1A OE4CILIP�f Oj1i,1 FRANK BEHURDO,PE EDGE DISTANCES AS NOTED PEP 00g6549 CA09085 Spans Up To 5"0;; Sgan Up To 9;_O' Spane UPITp IZ'-0" G Spans Up To 5'_0" Spans Up To 9'-0" Spans Up To 12'•0" F- LOAD F- LOAD - ,A CONLI TYPE CONK TYPE CONN TYPE N CONN 7rPE ''+t~�-s• 0 ANCHOR (psf) O r x m Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS x Cl C2 q C4 CS C1 C2 C3 C4 � CS Cl- C2 q ( C4 CS ;12 SMS W/2"EYEWALL 33 36.0"16,0"16.0"16,0"16.0"16.0•'16.0"116.0"10.G' 16.0"16.0"16.0'•16,01. 7.8• 16.0" 1/4'LAG SCREW OR HANGE 33 6.0 16,0" 6.0"15.9"16.0"16.0 16.1" 6.0•' 8.9"136,0"16.0"16.0"16.0"I 6.6" 16.0" ARMOR INSERT Y!/2"EMBED 48 16.0"16.0"16.0"113.1"16.0"16.0"]6.0"16.0" 7.1' 16.0"15.8'11,1'15.8" 5.2" 9.2" BOLT WITH 1.5"MIN THREA q8 6!O 36A" 6.0"I1.0"t6.0"16.0 16T01, 6:0;: 6.0" ]6,0"16.0"122" AND 2'EDGE DISTANCE. -1'--- "--` ._ ..__._ .V___._. ..__...__ _.... 62 16.0"I6.0"16.0",10.1"16.0"16.0 11.7"16,0"-5.4" 9.8" 12.2" 7.6" 12.2" 4.0' 5,9'• PENETRATION G.0' 6.0" 8.5' 16.0"160 6.O" 4.6" 10.7"13.4" 8.4" 13.4" 3.4" 6.4" y _- .-_- _.._ _._..__. ........___...-.�._..�_._.__.__ _-_. A N 76 16.0.16.D"16.U" B.2" 160"17.7" 8.6" 17.3" 4.3" 6.7" 30.0' S.0" ]0.0" 3,2" a,3" wmv,� 76 16.0"16.0"16.0" 6.9" I6.0"14.6" 4.4" 14.6" 3.7" 7.4" 10.9" 6.4" 10.9"r 27" 4.7" .•^'' a p 16,0"16,d'160' G. 16.0•'11.1 6.d' 11.2" ].6" 5.1" 8.4" 4.7" 7.9"f'y/-3.4_' ml 90 160"16,0"16.0" 5.7" 16.0"In 3" 7.5"i12.3" 3.1";5.6" 9,2" 5.2" B.b" 23" 3.7" 'G^ o M1 t I 105 16.0"ILL 16.0" 5.8" 1L1" 9,6" 5.6" 9.6" 3.1° M1.1" 7.2" 3.9" 6.3"✓ �"'^�'- 105 16.0"14,I"16.0" 4.9" 12.2"10.6" b.l" I0.5" Z.6",,455 7,9" 4.3" 7.0"'20" 3.0" �'1 ..tum 0o 120 15.1"10.4"15.1" 5.0" 8.5" 8.4" 4,7' 7.9" %Z,% 3.4" 6,3" 3.3" 5.3"�r�l%;?'•/ "' 120 16.0"11.5"16.0" 4.2" 9.3" 9.2" 5.2" 8.6"' 2.3" 3.7" 6.9". 1,7" S. " ,lam 2.6'' um c! N 5/16'ITW TAPCON XL W/ 33 1G.0"iG.O"36,0"1G.0"1G.0"16.D'16.0"SG.O' 1E.0"16.0"1G.0"16.0"SG.O" .0"IG.O" n14 WOOD SCREY!OR SMS 33 I6.0"16.0"L6,0"15.1"16.0"16.0"16.U"16.0" D.4" I6,0"16.D"16.0"16.U" 6.2" 16.0" �'uN YlIT LS"4IN.TH All :O 2-1/4-MIN.EMBED AND 4" 48 IG.O"36.0"16.0"16.0"16.0"16.0"16,0"16.0"16.0"16.0' 16.0'16.0'.'16.0"13.5"16.D" H ( RE 48 160•'16.0"16.0"10.4"76.0"1G.0"34.0"i6.U" 5.6"�13,8"12.2" 8.G" 12.2 `�' _ n EDGE DISTANCE 62. 16.0"IG.O"1f.0"16.0"IG.O"1G.0"I6.0"160"13 a"16.0"1G.0"15.2"16.0"10.2"1L7" PENETRATION 62 16.0"16.0"I6.U" 0.0" 160"12.6" 9.U" 12.6" 4.7" 7.5" 4.a'• 5.9" 9,4";3.1" 4.5" -`r j U,_- _____ __._._.....__.�.__.__..___- _._.... -._.._..�- _.____..�__ .Z _. _...._..____.___..__. ! rn 19, 76 16.0"160"16.0";16.0"16.d'16.0"16.0"160"11,2"13,4"16.0°11.6"16.0" 8.2" 8.6" E11711�111x441iS1p, 76 16.0"16.0"I6.0"16.5" 16.0"IOX 6.G" 10.2" 3.4";5.2" 7.7' 4.5'� 7,7"12.5" 3.3" v 0a46W-§u 90 16.0"16d'16.0"'1&0"I6.0"16.0"t3.5••160" 9.3" 10.2"16.0" 9.3" 15.7" 6.9" 6.8" "''9s otlD 90 1S6"13.0"15.6" 5.4" 12.3" 8.7" 5,2'.8.7" 2.9"!4.0' 6.5" 3.6" 6.1" 21" 1..". -4 U a. �'7a 1 pp 9 ��IW$1l{�• 105 16.0"16.0"160"114.9"16.0"16.U"11.1"16.0" 7.9" 8.1' 14.4` 7.7" 12.6" 5.9" 5.5" - m 105 13.3" 9.9" 13.3" 4.6" 8.6" 7.4" 4.3"i 7.4" 2,4";31" 5,6" 3.0"_4.9" 2.1" r (CL"� NJ a o -... 16.0"_.--16 0"._.__...•..,-_....9.-_....7"-- 6.W' 1-_.._..'.. ._...-_...._.. c 8111WB888HL __ ---�-�-.�» 6=:£ate ) -- •s u w_g Y 120 36.0"t6.0"16.0"I1J.,9"I6.0"]6.0" 9.3" 1S7" 6.9" 6.8" 12.6° 6.6" 10.6" 5.1" 4,7" 120 LL7" 8.0" 11.7' 3.9" 6.5" 6.5" 3.G" G.1" 2.1"i 26" 4.9" �� G -W DEWALT ULTRACON 33 16.0"16.0"16.0"16.0"I6_0"36_0"16.0"16_0"13.Z"16.0"16.0 16.0 16.0" 9.7" I6,0 'C. 4 0., .4�° M 6 1/4°DEl'lALT PANELMATE 33 16.0"16.0"16.0"12.6`36.0"160"16.0"I6.0" 7.0"116,0"16.0"16.0"16.D";5.2" ]6.0" m lY/2.1/4'MIN.EF18E0 48 L6.0"16,0"16.0"I6.Oi'16.0"16.Oa 13.9"16.0" 8.8" 'K ,12.1^ 8.9- I2.1" 6.3" 7.0" (FEMALE.MALE,OR PLUS)W 48 16.0"16.0"16.0" 8.6" 16.0"1S7"13.6"15.7" 4.7' 13.4"11.6" 8.3".11,8"1,3.5" 6.9" W 62 16.0"IG.O"16.0 12.7"IG 0 12.5 &9" 12 5 6 6 7.5 9 4 S. 9 4 _' // '%r 0 1.7/8"MIN EMBED 62 16_0"16.0"16.0" G.7" 16_.0"122 B. 12,2" 3.6' 7.3" 9.1" 5.7' 9.1"��26" q,q'• L >'F b p 3 76 AD"16.0"16.0"102 160 10,2" 6.6" 302 52 $I, 76' `,rp 76 /,;Y;y,!~F'� 3 Q� 76 16.0"160"LOX" 5.4" 160" 9,9" 6.4' 9,9" 2.9' 5.0" 7.5' 4.4 7.5"(2.1" I.2" n o 90 15.5°1291,55.5" B,4" 12.2" 8.6" 5.2 8.6 (r'/ 6 4 6 0 e' / * 90 15.1"12.6"15.1"�4_5" 12_0" 8_4" 5.1" B.4" 2.4"1 3.8" 6.3' 3.5° 5.9" u .-.%Ff/ S s s/l yii%if r ---- 3- =.__CST 305 13.3" 9.9" 13_9" 7.0 8.5" 7 4 V F,v 7,4 j ./ L /� =1-�.ix;�.e-1 105 13.0" 9.6" 13,0" 3.8" 8_3:: 7- q�2" 7. .1"1 3.1" Ti"5.4" 2_9 4 7 �'/ 2 1' ti m 120 SL6" 8.0" 11.6"•6,1" 6.5" 6.4" i :. 6.0 120 11.3" 7.8" tY.3" 3.3" 6.4" 6.3" 35" 5.9 S t 2.5" 4.7" 2.5 4.0"✓%i;,.t1�� W w 1/4"DELYALT ULTRACON,2 33 L6.0"16.0•'16.0"16,0'16.0•'16 0 IG 0"16.0"12 5"16.0 16.0-16.0 16.0" 9.3 16.0" 1/4'EA MALE BOLT,1-1/2' 33 16.0"16,0"160"168'16.0'16.D"16.0' 16.0"6.9" 16.0"16.0"16,0 L6.D"6.6' 16.0" m 1/4"EMBEDAND 2.5"MIN. 48 16.0"16.0"16.0"15.5'16.0"16.0"16.0"16.0" 8.4" 16.0"1G,0"12.0"IG,O" 5.2" 9.9" EMBED 46 16.0 16.0"16.0"1_S;D"16_0"16.0"16.0"16.0"1 6.0- 16.0"16,0"15.2" p EDGE DISTANCE 62 16.0"16.0"16.0"12.01,16.0"16 D"12.6"15.0" 6.4" 10.6"73.2' 8.3" 13.2"4.7" 6.3" --''-"-� 62 16.0"16.D' 16.0"8,5"I6.0"56.Y 16,0"16.0"'4.6" 13.4"ILL 10.A"16.6" 3.4" 6.0" 76 16.0"16.0;'.16.0"9.7" 1G_O"14_4" 9_3" 14.4" 5.1" 7.3" SO_8" 6_3" 10.8" 3.8' 4.7_' * rh o n " 7_6 16�.0"16.D"16.0" 6.9" 16.0"16.0"11_8"16v0"I 3.7,_ 9.2" 13.6" 8.0" 13.6" 2_8' 5,_9' oil p( 16.0"16.0"16.0"8.1" 16.0"12,1" 7.4" 12.1" 4.3" 5.5" 9.1" 5.1" 6.5" w 3.7" I �c rtccmi. �90 li 6.0"16.0"16.0"5.8" I6.0"15.3"9.3" 15.3"3.1" 7.0" 11.5" 6.4" 10.8" 2.3" T V 105 16.0"14.0"16.0" 6.8" 12.0"10.4" 6.0" 10.4"3.G" 4.4" 7.8" 4.7' G.9"' =f l U rT.Hnit'rAp 105 IR.O"16.0"16.0"4.9" 15.2"13,2" 7.6" 13.1"2.7" 5.6" 9.9" 5.3" EX 2 0" 3.8" K R pQ m D O 120 16.0"f1.3"16.0" 5.9" 9.2" 9.1" 5.1" 8.5" irx'7 3.7' 6.8"T.- . 5.r 120 16.0•'14.3"16.0"4.3" 11.6"11.5" 6A" 10.6"2.3" 4.6" 8.6" 4.S- 7.3" :%ii 3.T' m cp7 O r� I/4'EA MALE BOLT,2-1/4' 33 16.0"16.0"I6 0 I6_0"16;0"16.0"16.0"I6.0"13.6"16.0"16,0"I6.0"I6.0"30_1"16.0" 1/4'EA MALE BOLT,2° 33 16.0"16.D"16.0"I6.0"16.0"16.0"16.0"16,0"16.0"16.0"16.0"16.0"16.0"12.5"16.0" S F=t§§ �PI EMBED AND 1.25"MIN. 48 16,0"16.0"16.0'16.0"16.0"16.0"E6.0"16.0"9.1" 16.0"16.0"12.7"16.0" 6.7" 30.5" 6H8E0 40 116,0"1G.0"1G.0"I6.0"S6.U"16.0"16.U"16.0"111.4"16.0"16.0"16.0"16.D" 8.4" 16.0" /vim z 3 LL g EDGE DISTANCE 62 16.0"16.0"I6.0"13.0"16.0"16.0"13.e 16.0" 6.9" 11.2"14.0" 8.7' 14.0" 5.1" 6.7" 62 16.0"16.0"16.0"16.0"36.0"26.0"16.0"I6.08.7" 16.0"16.0°14.7'16.0" 6.4" 11.3" 76 16.0"16.0"16.0"10.5'16.0"15.2' 9.8" 15.2"'S_5".7,7" 11_4" 6.7',11,4_'4,_3" 4,94' * ' 76 i16.0"16.0"16.0"13.1"iG.O"16.rJ"16.11"16,0' 7.0" 12.9"16.0"11.2"16.0" 5.2" 8.3" x 6 �c > 90 16.0"16.0"16.0"607" 16.0"12.9" 7X' L2.9"4.6" 5.9" 4,6" SA" 9.0"I h 3:9" �.:vOnaL 90 j16.0•,16_0"16.0"10.9"16.0"16.0"13.1"16.0" S. 9.9" 16.0" 9.0" 15.1" 4.3" _6.5" m C�rnn�ua. 105 16.0"14.a"16,0"A4•' 12.7"11.0" 6.4" 11.0" 3.9" 4.7" 8,3" 4.5" 73"%Is:;%//.in' "➢r�`"e uP 105 16.0"16.0"I6.0"9.3" 16.0"16.0"10.7"16.0"I 5.0" 7.9" 13.9" 7.5" 12.2"3.7" S.3" 3. p_.__..- --___ ..__._... __.._ _.�._...._-__ _._._ g fillaL MP 120 16.0"12.0"16.0"6A" 9.7" 9.6" SA" 9.0"ii 3.9" 7.2" 3.8" 6.t" O,Zp/ 12D'16.0"16.0"36.0"R.0" 36.0"56.0"9.0" 19'1"4.3" 5.5" 12.I" 6,4" 10.2"3.2" 4.5" 1/4"EA MALE BOLT,2-1/2" 33 16.0"16.0"16.0"16.0"16.0"16.0"16.0"LA 0"14.9"16,0"16.0"16.0"16.0"11.0"16.0" 7 EMBED AND 1.25'MIN., 40 16,0"16.0"1G.O"16.0"16.0"16,0"16.U"I6.0"10.U"1G.D"16.0"12.7"16.0" 7.3" 10,5" H EDGE DISTANCE 62 16.-_0"16_0"16.0"14.3"SG.O"I6.D"13�4"16.U" 7,5' 11 1"1-0;0' 8.7' 14.0" 5_5" 6.71. O a"1 O 7K �9IlW➢Q0.6001'I'� 76 16.d'16.0"16.0"11.6"16.D"15.2° 9.8" IS.2" 6.0" 7.7" 11.4" 6.7' 11.4" 4.5" 4.9" 3/4"MIN EDGE DISTANCE r. -� 3.7" 3.9 LOAD Spans Up To 5'-0'• Spans Up To 9•-O" Spans Up To 12'-0" 14L1,i S $ 90 16.0"16.0"16,D" 9.6" 16.D"12.9" 7.8" 12.9" 5,1" 5.9" 9.6" 5.4" 9.0" rn COHPI TYPE COHN TYPE CONN TYPE 3 �amaai. 105 1G.0"14.8"16.0' e.l" 12.T'11.D" 6.4•' LI.O" 4.3" 4.7•' S.3'• 4.5" 7.3'•-%�'%!��,G. O� ANCHOR (psD i H-u(p x N C1 C2 C3 C4 C5 Cl CZ I C3 C4 CS Cl C2 C3 C4 C5 320 16.0"12.0"16.0" 7.0" 9.T 9.6' S.4" 9.0" 3.7" 3.9' 7.2' 3.8". 6.1"//•f.?/•'/•<: ' 1/4'DEWALT PANELMATE 33 16.0"16,0"16.0"16,0"16.0' 16.0"16,0"-16.0"]6.0"16.0"16.0"16.0' 16.0"12.0"16.0" �____.._.__ _G. _._..� .0 ..._.0. (FEMALE,MALE,OR PLUS)w 48 16.0"16.0"16.0"38.0"16.0"16.0"16.0"16.0"30.9"16.0"16.0"160"16.0" 8,0" 35.9" o 1-7/8"F12N EMBED _62 16.0"16.0"16.0"15.5"16.0"16.0"16.0"16.0" 8.3" 16.0"16.0"13.3"16.0-1 6.1" lo.T' tl o 4"MIN EDGE DISTANCE ," 76 16.0"16.0"16.0"12.6`16.0"16.0"14.9"16.D" 6.7" 11.7"16,0"50.1"16.0"!4.9" 7.5" G LOAD Spans Up To 5'-0" Spans U0 -0" Spans Up To 12'-0" ,. . "=r-, 90 16_0"16�0"1U,5"16,0"16U"11.8"16.0" 5.6". 8.9" Iq_6" 8.2" 13.7'•I 4.2" 5_' a R 9 �_ 6 pl G (psf), CONN TYPE COMN TYPE CONN TYPE �,.. ^• 105 36.0"16.0"16.0" 8.9" 16.0"16,0" 9.7" 16,0" 4.8" 7.1" 12.5" 6.8" 11.0" 7,5" 4,8" - aB O ANCHOR _ b�P '.`•.c ---- 3 b'd x� CS C2 C3 C4 CS Cl C2 C3 C4 i CS Cl Q C3 C4 l5 120 16.0"16.0"16.U" 7.7',' 14.8"1M1.6" 8.2" 13.7" 4,2" 5.9" 11.0•' 5.8" 9.2" 3.1" 4.1" �'������� t 1/4"EA MALE BOLT,1-1/2" 33 16.0"16,0"16.D"16.0"IG.B"16.0-16.0"16.0"12.3"16.0"16.0"16.0"16.0"9.2" 16.0" i 1/4"LAG SCREW OR HANGER 33 16.0"16.0"16.0'16.0"16.0"160"16.d1116.D"11.1"18.0"IG.O"16d'10.01 U.T' 16.0" i pE u� EMBED 48 16.0'16_0"16.0"15.2"16.U"16.0"16.0"16.0"8.3" 16.0"16.0"16.0"16.0" 6.2" 15.9" +�. BOLT WITH 1.5"MIN THREAD 48 16.0"16.0"160"13.7"16.0"160"U70"16.0" 7.5•' 16.0"16.0"16.0'16.0"'5.5" I5.v i • 'a PENETRATION 4" fi. 3. 60"4.7' 10.2' 62 1G.0"IG.d'36.0"L0.6'3G.0"16.d 16.0"3G 0" 5. "'36:0" 6.0"1L6"16.0" 4.2" 96" r 62 3G.0'16,0"LG.O"11,8"16.0"16.0"16_0"16.0" G. 1 0 1G.0 1 2 1 .p1 _lam_. 7 I I 76 16.0`16.0"16.0"9.6" I6.0"I6.0"14.9"16:0" 5.1" 11.7"I6.0"30.1"16.0" 3.8" 7.5" pa 76. 16.0"16.0"S6.D" e,C1' 7G.0"16.0"14.1"16.0" a,6"ill.l"16,D" 9.6" 16.0 a .�._..�..._._....__._...._..._..7. 90 16.0"16,0"16E 8.0" 1G.D'16.0"ll.8"16,0"4431118.9" Iq.G" 8.2" 13.6" 3.2" S. � � 90 16.0"16.0"16.0" 7.2" 36.0"16.0"11.2"16.0" 8.4" 13.8" 7.7" 12.9"1 2.9" y v 0 uaue rAt• 105 16.0'16,0"16_0" 6.8" IG.O"1G_0" 9.6" 16.0" 3.7" 7,1" 12.5" 6_8" 11.D"2.7" 4.8" o * �q{{l➢5 105 16.0,iG.O'_1G.0" 6.1" 16.0"15.8" 9,1" 35.8" 3.3" 6:7" 11.9" 6.4' 10.4";2.5" 4.G" * �I -._- . " c 120 16.0°16.0"16.0" 5.9" 14.7"14.6" 8.2" 13.6" 3.2"1 5.9" 11.0" 5.8" 9.2" 2,4" 4.1" 3 120 16.0"16.0"16.0" 5.3" 14.0"13,8" 7.7" 12.9" 2.9" 5.6" 10.4" 5.5" 8.7"!22" 3.9" m a l7 114°FA MALE BOLT,2° 37 16_0°16.0"16.0"16.0"1G_0"16.U"16.U"16.0"13_3"1( 6•p„16_0"16_0"16_0"9.9" 16.0'; =14 WOOD SCREY!OR SMS 33 16.0_16.0"16.0"16A_16.0"16.0'16.0"16.0"I1.5"116.0"16.U"IF.f7'16.0" 8,5" 16.0" '� V EMBED 48 16.0"16.0"16.0"16,0';36.0"16.0"16.0"L6.0"9.1" l6.D"16.0"16.0"16.0" 6.7"R.0" WITH 1.5'MIH,THREAD 48 16.0"16.0"16.0"14.2"16.0"160"16.0"16.0" 7. 6.0"16.0"14.7"16.0"!5.7" O _--.___ _-- -� _.___ .-. PENETRATION __w -_ -- __._.�.-.. U 62 16.0°1G.0"16.0"12.8"16.0"I6.U"16.0"16.0" 6.9" 16.D"1G.U"16.0"16.0"5.2' 15.2" 62 16.0' 16.0' 16.0"t1.U"16.0"16.0' 15.4"16.U" 5.9"rt12.9"16.0"lU.l",16.0" 4.4" 7.7" o * 6ffTu'+ 76 16.0"36.0"t6_0"10.4 16_0"i6,0;'16,0"16,0"A. I6.0'.'16.0"15.1"16.0"4.2" 11.2" C1,,�,,,08p, _76,16_0"16_0"160' 8.9" 16.0"16.0_11.4"'j36.0" 4.8" 8.9�' 13.2'_ 7.7" 13.2" 3.5" 5.7" 0OVd'8FRAWLKWAR V.E o:nw,l 90 16.0"16.0"16.0"6,7" 16.0"16.0"16.0"16.0"4.7"1,.3"16.0"12.2"16.0" 3.5" O.8" trw,u"y~V 90 16.0"16.d'16.D" 7.4" 16.0"14.8"o,0"'s14.8" b,0" 6.A" il.l" 6.2" 1D.M1" 3.0" 4.5' 20-26144 -T _.__..._____.._____._.__. _.._.._..._ 6.2 .10 _ O Fe�we"o=r 105 16.0"16.0"36.0"7,4 16.0"16.0"19.4"16.0"4.0"11D!6"16�0"30.1"16_0" 3.0" 7_Y' '[l8YUl8l{{iINIIU 105 16.0"16.0"16.0" 6.3" 14.7"327" 7,3 12.7" 3.4" 5.4" 9.5" S.L" SA" 2,5" 3.7" 120 1G.O"16.0"16.0"6.4" 16.0"160"12.2"16.0" 3.5 dA., 16.0"8.6" 13.0"2.6" 6,1" 120 16.0"13,0"16.0" 5.5" 11.2"11.1" 6.2" 10.4" 3.0"1 4.5' 8.3" 4,4" 7.0" 2,2" 3.1" �pE.p pllp�pN1 E0