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HomeMy WebLinkAbout16404 SMOKEY POINT BLVD 109_066810_2026 p 'NSPECTION REPORT titNGT ®(v 6e) o ¢ O Permit No.: i 'Lot#: Q' Address: / t; y a 4 S�yKy f'r 6�✓o�fi►9l Contractor: ��4�s 0 4, ,SO Owner: LINO Date: APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. Ole- —no ems r Inspector: L Date: '9c io—0C_ TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in a Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: G I TY OF AFRL. I hIGTOh! GUM -r- RU(::T I ON PE RM I T FEE RM I T MC3 _ _ QD6 —6 8 1 GD �ner: PREWITT, LARRY & SHARON ALPINE RECOVERY SERVICES STANWOOD 98292 lue of Work: $5OO. O0 Tax ID: 31052900101500 Phone: 360-671-7165 s�.•�.o p tom_ rscrlhe Work: INSTALL SIGNAGE oposed Use: SIGN gal Description: ib Address: 16404 SMOKEY PT BLVD #109 ►tractor's Name Type Address Licenser INS PLUS OWN 1330 N FOREST STREET ITALS Fee mit Fee $66. 00 ' ate fee $4. 5O SIGNATU rrAL FEE. . . . . . . . . . . . . . . . . $7O. 50 I HEREBY CE: .TIFY4'r[iATEAD AND EXAMINED THIS APPLICATION AND iYMENTS. . . . . . . . . . . . . . . . . . $0. O0 KNOW THE SAME TO BE TRUE AND COR- RECT ALL PROVISIONS OF LAWS AND ITAL DUE. . . . . . . . . . . . . . . . . $70. 50 ORDINANCES GOVERNING THIS TYPE OF W13RK WILL BE COMPLIED WITH WHETHER l �\ CIFIED IiEREIN OR NOT. ITE 3I,� p.� „ RECEIPT # 13v� `^+ B ILD OFFICIA �I� L J L L I 7\ d 111 I IC 101 TI IV I_ !ih� 1 - - 1,%A L• wr 1 II • 1• Ila 1 n Y 1 l-. I -4IUJJIL I. 1 I I I AI 1 - lA I L1T - y- _ _ • fr TTIAti I I 1 JI I 1 fir, ilt- t lyn � �`-`" °� SIGN PERMIT �� o APPLICATION ��NG1 Department of community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223• Phone(360)403 3431 • FAX(360)403 3447 THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2)SETS OF COMPLETE PLANS,INCLUDING STRUCTURAL CALCULATIONS WHERE APPLICABLE, TWO(2)FULLY DIMENSIONED PLOT PLANS IF APPLICABLE. Project Address: i6gOq 5rdoxzv 7001Ne 13r.uL� -11= I In 9 parcel ID#: 3JO5aX(?06i015, 0_ Lot#: Subdivision: Owner: eREW Y }�lA"O-) Vc-t Phone Number: Address: ati-7_2j c►jFR.rt_drj-_ti �.>df`/ City: Af�i.a�rc�e State: L" Zip Code: ► co.;q-. Contractor: S;GNP P Losz Phone Number: ,94,c -6/r-7i'4w Cell Phone: "' Fax: 71-e),lYL/ E-mail: Address: City: A7,6LIIM64,40A State: LvA Zip Code: Contractor's License Number: Expiration: 0G e107 WALL SIGN CALCULATIONS MONUMENT SIGN CALCULATIONS , z. Height of wall Total street frontage in feet 4 {{,LT Length of wall i " Height of proposed sign Area of wall 2S06. cc Width of proposed sign Height of proposed sign Atib Total sign print area Length of proposed sign /0°Aij-D Total sign structure area Area of proposed sign X/c3 r(1p-)rvd Ak> i5Y,bc om,ti t7ED I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above-described prope will be in accordance with the laws, rules and regulations of the Stat of Washington. N - 5 2006 Applican a IA gnature Date ]A ^Q Al A PERWMOIT CENTER Print Applicants Name CO FOR STAFF USE ONLY I o� Permit# Accepte—crTy Amount Rece ved Receipt# Date Received WEB Forms—47 Page 1 of 1 5/05 dwa 1" _ -:� • City of Arlington REQUEST FOR REVIEW FORM NAME: l e r.Tp BP #: 06- DATE: RETURN THIS FORM BY: I 1 PROJECT SUMMARY: ' E RESPONDING DEPARTMENTS TOM C., FIRE DAVE A. BUILDING KAREN L., UTILITIES KERRY W., BUILDING Ak DERYL T., UTILITIES �COTT B., BUILDING EV1%0 ,t4 BILL B., NATURAL RESOURCE YVONNE P., PLANNING GREGG E., ENGINEERING CWA., CONSULTANT SHERRI PHELPS, BUS LIC JIM T., CONSULTANT SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments in memo form. If you have no comments, please return the form with the"No Comments" box checked. PLEASE MARK ONE BOX, SIGN, DATE, AND RETURN THIS FORM TO LINDA. COMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO ❑ NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT ❑ COMMENTS REVIEWED BY -�� "�� DATE Z 3 ' `� 0 • unnnmuru u- uuuuununu unu uunnuuuun nnn rrrrrrrrrrrrrrrrrr rrrrrr Sales Executive: uuuuuuunu nuu rrrrrrrrrrrrr�rrrr........................rre::: nnnnnw nuunununnuunuuuun Designer: ounnnnuunnnnnunuuuuuunuuMIKE LINEBRINK uuuuuuuuunnuuunnnuuunnnu rr------------rrrrrrrrrrrrrrrnr------------- unnu..... nunununnuununu .....uuununumunnuuunun=uuuuun The prices,specificaliom,artwork,and conditions as uunununuuunnnuuuw nnnnnu described are sotisfactory and ore hereby accepted. You ore aulhorized to do the work as specified. 21-011 Signature: uurru mununuuuuuuuw unumnunnuuutuunununuunuu uunuunnunuunuununuuuuntm Date! Laboratories Ime Underwflters ATTACH TO EXISTING BUILDING STRUCTURE WITH 3/8"LAG BOLTS FEB MINIMUM OF ANCHOR(SEE STANDARD DETAILS)--- , , l • �- THF_ IDEA COMPANY 1330 N. Forest Street Bellingham,WA 98225 360.671,7165 360.671,0144 WENT DETAIL National; 1.800.200.0771 Email-, soles@signsplusnw.com Web Page:www.signsplusnwcom 0 2004 1 w f a W a � w - fA\ �. CDo �'O in ZZ fA o N m C � Dma c.�03 N cma n �o In;04 z r o mm c,C) o,m � am � 3H 02 o_ ^ o 60 a m m f<fl �.m o o a o ��----\ o o° Q 5;10 .Z7 m f °n-� a s vD _ice �a = Cho. a� 3-a° H mQ _ a e0 m ° o � �• Q o mCD 0 d o j I 1f �. �� Sheet 1 of 2j Structural Calculations for Alpine Recovery Services C �VED Awning Design 16404 Smokey Point Blvd, Arlington, WA FEB 2�i �y C®A PERMIii, Cc ; Pli ,imVIS -D � ,wr E Prepared by: Johnson Structural Engineering, Inc. Larry P. Johnson, PE 2100 Fairway Dr., Suite #107 4Y p• •�n1,►,�,' Bozeman, MT 59715 y, of WAS�ly Ph 406-585-2939 Fax 406-522-0820 r " 27479Is fcr, � Struct Work Sheet.xls COVER IBC LPJ k� J I �� J .�� � �.� - fj���ii��s . �`r � v � i n �• `X ` i� `tt _ i � i Y�_ �i - i � �j • 1 i � _ �. � �. _ - - - - - r• Johnson Structural Engineering, Inc. Proiect: 41, &cqgr 2100 Fairway Dr., Suite 107 Job No.: 19k lS3 Bozeman,MT 59715 2'J-lf%4 Date: (406) 585-2939 voice (406) 522-0820 fax Sheet No.: Z 010 � ' � � h_ •� I .t Johnson Structural Engineering, Inc. Project: lk 2C.a.wcf sli d e-6 2100 Fairway Dr., Suite 107 Job No.: ls�� Bozeman, MT 59715 Date: (406) 585-2939 voice Sheet No.: (406) 522-0820 fax 4- �e5 JTs�vS rJ�eb: 5 Ill end, WALLA46 , tl 3,33 S x ixG �s` `=ZBS t/ I I e SP5P IDPT- S p�� /Z�u&0 'Oy`-t p5F 3 ZSo 365' o.-.----- ' •. � t • City of Arlington REQUEST FOR REVIEW FORM NAME: BP M.06- /� (`G Oro /W wOb a DATE: f S C� RETURN THIS FORM BY: xa- n PROJECT SUMMARY: , c RESPONDING DEPARTMENTS TOM C., FIRE DAVE A. BUILDING KAREN L., UTILITIES KERRY W., BUILDING DERYL T., UTILITIES SCOTT B., BUILDING BILL B., NATURAL RESOURCE YVONNE P., PLANNING GREGG E., ENGINEERING CWA., CONSULTANT SHERRI PHELPS, BUS LIC JIM T., CONSULTANT SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments in memo form. If you have no comments, please return the form with the"No Comments"box checked. PLEASE MARK ONE BOX, SIGN, DATE, AND RETURN THIS FORM TO LINDA. COMMENTS FOR THIS REVIEW ARE IN ATTACHEDAAEMO NO COMMENTS FOR THIS REVIEW,§KAY TO ISSUE PERMIT J ❑ COMMENTS REVIEWED BY PDATE Z� r �`� Page 1 of 1 Linda Friddle From: Mike Linebrink[mike@signsplusnw.com] Sent: Thursday, January 19, 2006 11:19 AM To: Linda Friddle Cc: Jim Sutterfield Subject: Tenant Square Footage for Alpine Recovery Services Linda, Alpine Recovery Services offices encompass 2600 square feet. I look forward to receiving approval for this permit. Thanks... Mike Linebrink Project Manager Signs Plus 1330 N. Forest Street Bellingham,WA 98226 360-671-7165 360-739-7215 (Cell) 360-671-0144(FAX) 2UDD oaf r �5 f4 1/19/2006 .: � '•�.. � • L .♦ - • � � F i �� �� • � 1 � . ., � , ' .. 1 4tiYN cro City of . • Building Division 9`rkIN GAO Memo To: Permit Center Cc: From: Scott Black Date: January 23, 2006 Re: Alpine Recovery Sign 06-6810 The following revisions or additions need to be made to the plans: Submit wet signed engineering and details for awning attachment to existing structure, i i i - 4ING0 SIGN PERMh APPLICATION Department of community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223• Phone (360)403 3431 • FAX (360)403 3447 THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2)SETS OF COMPLETE PLANS, INCLUDING STRUCTURAL CALCULATIONS WHERE APPLICABLE, TWO(2)FULLY DIMENSIONED PLOT PLANS IF APPLICABLE. Sri,.<s-Y 7'�r�Ti l3c,,� � I h9IJ`_:vt�i Jt:' 0�'St/C Project Address: Parcel ID#: Lot#: Subdivision: Owner: 6 =wi m.1'Y Phone Number: —' Address: '��21 •�u�� •:f�ra :�+`/ City: �`t�� c�: State: Zip Code: y rl Contractor: —Phone Number: /. ' -WOW Cell Phone: "" Fax: E-mail: Address: r 7 J :, L- «Offi% City: A?'R "'i State: L-4 Zip Code: Contractor's License Number: c ijj;i1i :S'.LL" Expiration: ��%�/�J7 WALL SIGN CALCULATIONS MONUMENT SIGN CALCULATIONS Height of wall `/" `/ ,, Total street frontage in feet Length of wall 81 9" Height of proposed sign Area of wall 2804, c - Width of proposed sign Height of proposed sign Q 6r.,zg 0 Total sign print area Length of proposed sign 10 4 ;. Total sign structure area Area of proposed sign ��=�., !: n�,: �1�v��: �;p i x`J . tj0i`Jy 0m,1-A7,yD I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above-described propelt will be in accordance with the laws, rules and regulations of the Stat of Washington. RECEIVED C - i 06 Applicarifs.Signature mate JA�Q l5 20 p�I /N..•.�.rc. ��...aB1��N�c.�(F.f'.:`'-BrT Me,� (�` j� ("EI`1�0�11 �.��E'VTER Print Applicants Name ` O , FOR STAFF USE ONLY Ole_ Qib CYROlo Permit# Tc—cepte-dSy Amount Received Receipt# Date Received WEB Forms-47 Page 1 of 1 5/05 dwa � � ,• J � � ' y GST Y O� PERMIT CENTER 7���N�(o REVISION MEMO TO: Scott Black FROM: Laura Brown SUBJECT: 06-6810 Alpine Recovery DATE: February 23, 2006 Attached is the information you requested for this building permit. Please review and respond within 5 working days of the above date. i 41N City of Arlington Community Development 238 N. Olympic Avenue • Arlington, WA 98223 G January 24, 2006 Michael Lingbrink Signs Plus 1330 N Forest Bellingham, WA 98226 RE: Alpine Recovery Center#06-6810 16404 Smokey Point Blvd #109 The submitted drawings have been reviewed for compliance. The following items must be revised and/or added to the submittal to complete the review process: GENERAL Submit wet signed engineering and details for awning attachment to existing structure. If you have any questions please feel free to contact our office. Tha you, Linda Friddle Permit Coordinator (360) 436-3431 IfriddleO-ci.arlington.wa.us ■ ■ r ■ 1 F ■ ■ K r' ■■ r i tiIT: r■ ■ ■ mmAI I ' � LL � 11 �` 1 �■ � � • ' - ■ ' rimmlmP ..M�. 1. r I. • ■ ■ T1 On i ti r 7' t ■w ■ 1 d. M"A J r■1 OIN401 ■ ■ 1 -44 - A �� ■ ■ 1 ■ . — -] - '4roffmig1b1 ! ■ LJ ■ L%I ' i The colors shown in this design are only a representation of the actual colors to be used. t .S -�- r � � �•�,•'t'i This artwork is the property of Signs Plus and is 3 f G'�`r''.�� 01-10 1309 09 i 1 G�'2 r•U-U'T U'� ,��',� _�� L-}�+�g o L►'f G,f j f` 3 f I.155 2 5 U l: f 01312� protected under state and federal copyright laws. Any uses of this artwork other than direct business with Signs Plus without written permission shall — s - •'" - T` constitute your agreement to purchase this artwork, ' and the design proposed. t Client: ALPINE RECOVERY SERVICES Date: 01/03/2006 PLACE PROPOSED NEW AWNING #1 HERE C ii 31 Lt'��2'��L'L'f L''1 `Y11Lr' Scale: 1:960 Flle Name. ALPINE RECOVERY SERVICES\ PLACE PROPOSED NEW AWNING #2 HERE 80695-AWNINGS\CDR\SITE MAP Sales Executive: JIM SUTTERFIELD Designer: OP LIN } �! MIKE LINEBRINK ►` t -4► " The prices,specifications,artwork,and conditions as 1 described are satisfactory and ore hereby accepted. ; i You are authorized to do the work as specified. z 'I�1 P• r't 'Pi rnt N Signature: Date: r • ft� Lr0 f Lrt��.rLrU Z JOB SITE + u Underwriters ' "' Al_PiNE RECOVERY SERVICES �?' m Laboratories Inc.® 16404 SMOKEY PT. BLVD. #109 1 24 PARCEL # 31052900101500 �� Ma Polnt ► PROPERTY LINE_ .................... R r� Ps.' S 106 6th PI NE ArGnytan a' M Alunicipal „ I a Airport z 1 A' N I m Smokey AN' . r)p� ;1r„) St NE ' 1444 531, Paint m e �-�O I V Y Arlington A r Y a a ":4 a 0 169th PI NE ao ^. ?,.t.s i? 2=N�,J..lx, 168th St NE 66� m Giss6erg 9la'04 Of 000 3 f G'�89 L'4 U'L?f L'F) — — Twin D Lakes �l' Park I. N � N11e JOB SITE ,ALPINE RECOVERY SERVICES 1 330 N. Forest Street 0 16404 SMOKEY PT.BLVD.#109 I)t PARCEL# Bellingham, WA98225 oasraiorosortco �oaanavtr na oiolat,tnc. 31052900101500 . 7165 VICINTIY MAP PARCEL MAP � Fax: 360.671.0144 National: 1.800.200.0771 Email: sales@signsplusnw.com Web Page: www.signsplusnw.com ©2004 Signs Plus The colors shown in this design are only a • representation of the actual colors to be used. ALPINE RECOVERY SERVICES �. �� his artwork a the property of Signs Plus and is rotected andr state and federal copyright laws. 1 OD s /V` Any uses of this artwork other than direct business (p with Signs Plus without written permission shall New Entry Awning r constitute your agreement to purchase this artwork, / � and the design proposed. SixClient: 1j�/-f. d/T ALPINE RECOVERY SERVICES Date: P I \ 01/04/2006 2� ��, •,��g �1�(J scale: 0 0- ri-- 1:12 Y- File Name: ALPINE RECOVERY SERVICES\ s" I 80695-AWNINGS\CDR\AWNING#1 Z Sales Executive: JIM SUTTERFIELD 10'-0// S .Sner: K The prices,specifications,artwork,and conditions as described are satisfactory and are hereby accepted. You are authorized to do the work as specified. Signature: Date: O U Underwriters /� MTED V J �N SERVICES INC. '- r r r_ RECEIVED J JAN - s nlcl CQA PERMIT CENTER Front View Side ViewCO) ! F,LQU '►, �� '' BUOLDOne ®L6��0V �Ou �1 b"1� W �___ Fabricate and Install one (1 ) 5 0 x 10 -0 x 5 -0 projection w/ 1 1 1 /2 sign band a w nin g Black Awnmax top and White Awnmax Signband w/ 3M Turquoise, Plum Purple, Gray and Bla �C rcaphics 5_1_o eY s�a 1330 N. Forest Street NO lw�villll-6 Bellingham,WA 98225 pt 360.671.7165 — Fax: 360.671.0144 National: 1.800.200.0771 Email: sales@signsplusnw.com ;i_ Web Page:www.signsplusnw.com ©2004 Signs Plus The colors shown in this design are only a representation of the actual colors to be used. This artwork is the property of Signs Plus and is LARRY PREWITT protected under state and federal copyright laws. Any uses of this amvork other than direct business with Signs Plus without written permission shall SMOKERS AWNING constitute your agreement to purchase this artwork, and the design proposed, Client: ALPINE RECOVERY SERVICES Date: 01/04/2006 Scale: 1:12 File Name: ALPINE RECOVERY SERVICES\ 80695-AWNINGS\CDR\AWNING#2 Sales Executive: JIM SUTTERFIELD Designer; SKS The prices,specifications,artwork,and conditions as described are satisfactory and are hereby accepted. You are authorized to do the work as specified. Signature: Date: Underwriters O O L Laboratories Inc.® /� LISTED V/ r RECEIVED r r .JAN 5 COA PERMIT CENTER Front View Side View Fabricate and install one (1 ) 5'-0" x 8'-0" x 5'-0" projection w/ 1 '-1 1 1/2" sign band awning THE IDEA COMPANY Black Awnmax top and White Awnmax Signband 1330 N. Forest Street Bellingham,WA 98225 360.671.7165 Fax: 360.671.0144 National: 1.800.200.0771 Email: sales@signsplusnw.com Web Page: www.signsplusnw.com cp 2004 Signs Plus The colors shown in this design are only a representation of the actual colors to be used. This artwork is the property of Signs Plus and is protected under state and federal copyright laws. Any uses of this artwork other than direct business with Signs Plus without written permission shall constitute your agreement to purchase this artwork, PLACE PROPOSED NEW AWNING #2 HERE and the design proposed. Client: ALPINE RECOVERY SERVICES 1111 fill Ill 1111111111111111 Date: 01/03/2006 PLACE PROPOSED NEW AWNING #1 HERE Scale: 1:96 File Name; ILL TFT ALPINE RECOVERY SERVICES\ till 80695-AWNINGS\CDR\ELEVATIONS Sales Executive: JIM SUTTERFIELD OD Designer: 00 iy MIKE LINEBRINK N till a— .— I fill ft 11 1 1 111111 11a 00 bD TMI ti ]ILL it. LUIII The prices,specifications,artwork,and conditions as described are satisfactory and are hereby accepted. You are authorized to do the work as specified. 2'-O" Signature: Date: 36-5" 1010 25'-11 8'-0" 81'-4" NORTH ELEVATION Underwriters ® L Laboratories Inc.® LISTED till Hli till till- ATTACH TO EXISTING BUILDING STRUCTURE WITH 3/8" LAG BOLTS I Hill MINIMUM OF SIX (6) (SEE STANDARD ANCHOR DETAILS) �r THE IDEA M COMPANY a 1330 N. Forest Street _ Bellingham,WA 98225 (V 360,671.7165 ao Fax: 360.671.0144 ti 5'-0" National: 1.800.200.0771 ATTACHMENT DETAIL Email: sales@signsplusnw.com -----M NT$ Web Page: www.signsplusnw.com EAST ELEVATION ©2004 Signs Plus The colors shown in this design are only a representation of the actual colors to be used. This artwork is the property of Signs Plus and Is 3-1/2"LAG EMBED INTO EXISTING STUDS @ OPTIONAL "E"51HEETINiG OPTIONAL z"SHEETING protected under state and federal copyright laws. 16"O.C.OR HEADER 1-1/2"DRIVIT BRICK VENEER Any and uses of this artwork other than direct business the design proposed, with Signs Plus without written permission shall constitute your agreement o purchase rsed this artwork, 4 STUDS @ 16"/ O.C. / / -- STUDS @ 16"O.0 Client:i / ALPINE RECOVERY SERVICES / 4 INTERIOR / 4 INTERIOR {{I{ 1{ t INTERIOR Date'. 01/03/2006 Scale: — NTS LAG ANCHOR - DETAIL 1 TOGGLE ANCHOR - DETAIL 2 DROP LATCH ANCHOR - DETAIL 3 File Name: ANCHOR DIA, MIN. ULTIMATE TENSION$SHEER LOADING IN LB5. ANCHOR DIA. MIN. ULTIMATE TENSION&SHEER LOADING IN LBS. ANCHOR DIA. MIN. ULTIMATE TENSION&SHEER LOADING IN L85. ALPINE RECOVERY SERVICESI &LENGTH HOLE EMBEDMENT CONCRETE STRENGTH IN PSI. &LENGTH HOLE EMBEDMENT CONCRETE STRENGTH IN PSI. &LENGTH HOLE EMBEDMENT CONCRETE STRENGTH IN PSI. 80695-AWNINGSUMSTANDARD ANCHOR DETAILS AS 2000 PSI. 3500 PSI. AS 2000 PSI. 3500 PSI. AS 2000 PSI. 3500 PSI. Sales Executive: 3/8"0 3/8"0 REQUIRED TENSION SHEER TENSION SHEER 3/8"0 3/4"0 REQUIRED TENSION SHEER TENSION SHEER 3/8"0 3/8"0 REQUIRED TENSION SHEER TENSION SHEER JIM SUTTERFIELD Designer: MIKE LINEBRINK TO 1 l The prices,specifications,artwork,and conditions as described are satisfactory and are hereby accepted. You are authorized to do the work as specified Signature: Date: 3"MINIMUM 3"MINIMUM 3"MINIMUM EMBEDMENT EMBEDMENT EMBEDMENT SUnderwriters Laboratories Inc.® ISIED LA6 EXPANSION ANCHOR - DETAIL 4 3/6" X 4" DOUBLE EXPANSION ANCHOR - DETAIL 5 SLEEVE ANCHOR - DETAIL 6 ULTIMATE TENSION a SHEER LOADING HOLLOW WALL ANCHOR (A,OLLY BOLT) - DETAIL 7 IN LBS./CONCRETE 5TREN6TH(PSI.) SHIELD ULTIMATE LOAD5 TENSION SHIELD ULTIMATE LOADS ANCHOR DIA. MIN. 2000 PSI. 3500 PSI. ANCHOR DIA. MIN. ULTIMATE TENSION&SHEER BOLT DIA, HOLE LENGTH IN LB5. BLOCK BOLT DIA. HOLE LENGTH IN L85.(3000 PSI.) &LENGTH HOLE EMBEDMENT TENSION SHEER TENSION SHEER &LENGTH HOLE WALLBOARD LOADING IN LB5. RECEIVED 3/8" 11/16" 1-3/4" 3640 3850 2440 3/8" 3/4" 1-3/8" TENSION:3640 SHEER:3850 3/8"X 3" 3/8' 1-1/4" 2840 1736 2960 2020 3/16"X 3" D.O.U. THRU T'" TENSION:130 SHEER:300 — 3/8" X 4-1/2" / NOTE BLOCKING TO SPAN EXISTING VERTICAL STUDS OR �` -BAN - 5 i 0 RATED ANCHOR _ EQUAL TO SPREAD LOAD TO EXISTING WALL STRUCTURE r�� / *OPTION 1 COA PERMIT CENTER 1/4"X 'SQR.PLATE ZINC NAIL IN W/T"0 HOLE IN MIDDLE _ *OPTION 2 1 1 1 I�t 1 24"X 2"X 2"X 1/8"ANGLE W/ "0 HOLE IN MIDDLE r NUT *OPTION 3 24"X 2"X 4"WOOD BLOCK / SOLID BLOCK OR -3"MINIMUM HOLLOW BLOCK USE / -///, / W/ " HOLE IN MIDDLE THE ' COMPANY WASHERCONCRETE NO 3"MINIMUM SCREEN REQ'D EMBEDMENT CERAMIC -OR EQUAL 3/8" ALL THREAD PAN HEAD SCREW 1330 N. Forest Street EMBEDMENT USE EPCON CERAMIC EPDXY CUT To LENGTH Bellingham,WA 98225 6"OR EQUAL EPDXY SPREADER/EXPANSION ANCHORS g WEDGE ANCHOR - DETAIL 8 EPDXY ANCHOR - DETAIL 9 ULTIMATE TENSION k SHEER LOADING THRV BOLT ANCHOR- DETAIL 10 ULTIMATE TENSION&SHEER LOADING SPREADER/EXPANSION ANCHORS - DETAIL 11 360.671.7165 IN LBS./CONCRETE STRENGTH(P5I.) IN LB5./CONCRETE STRENGTH(PSI.) Fax: 360.671.0144 EMBEDMENT ULTIMATE PULLOUT ULTIMATE SHEAR 2000 P5I. 3500 P5I. 2000 PSI. 3500 P5I. ULTIMATE TENSION&SHEER National: 1.800.200.0771 ANCHOR IN CONCRETE IN LB5. IN L95. ANCHOR DIA, HOLE DIA, EMBEDMENT ANCHOR DIA, HOLE DIA. EMBEDMENT ANCHOR DIA, HOLE EMBEDMENTEmail: sales si ns lusnw.com i-1/2' 3219 4029 TENSION SHEER TENSION SHEER TENSION SHEER TENSION SHEER LOADING IN LBS./AVERAGE DRYWALL G 9 P 3/8" 3' 5678 4305 3/8" 7/16" 3-3/8" 6660 5085 8567 6009 3/8" e" AS 6660 5085 8567 6009 1/8"-1/4" "+- ^+- Web Page:www.signsplusnw.com 4-1/2- 5935 4581 REQUIRED TENSION: SHEER:70+- ©2004 Signs Plus