Press Alt + R to read the document text or Alt + P to download or print.

No preview available

The URL can be used to link to this page

Home My WebLink About15-104242 • S Sign c-�aFederal Way C�mmuni &Econ.Dev.Services Permit #; 15-1042424O-SG 33325 8th Ave S Federal Way,WA 98003 253 Request Inspection Line: 835-3050 Ph:(253)835-2607 Fax (253)835-2609 p ( 1 Project Name: WSECU • Project Address: 34024 HOYT RD SW Unit G Parcel Number: 308900 0320 Project Description: Install(2) internally illuminated channel letter on a wall mounted sign.Includes electrical connection. ` Owner Applicant Contractor WSECU BONNIE WILLIAMS I-5 DESIGN&MANUFACTURE INC 34024 HOYT RD SW I-5 DESIGN&MANUFACTURE INC - (ELECTRICAL 04) FEDERAL WAY WA 98023 8751 COMMERCE PL DR NE I5DESDM934BP(1/17/17) LACEY WA 98516 8751 COMMERCE PLACE DR LACEY WA 98516 • • Wall Sign Information Reg.# Sign Type Illuminated #Sign Sign Face Sign Face Building Faces Width(Ft.) Height(Ft.) Elevation Sign A NA Channel Letters Yes 1 10.00 1.94 West Sign B NA Cabinet Yes 1 10.00 1.94 East Additional Permit Information Comprehensive Plan Designation Neighborhood Zoning Designation BN Business PERMIT EXPIRES Sunday, March 13, 2016 Permit Issued on Tuesday, September 15, 2015 I hereby certify th. e :bove information is correct and that the construction on the above described property and the occupancy/and the u will be in accordance with the laws, rules and regulations of the State of Washington a+ -the-City ofFederal Way.maim y Owner or ahnt: �_ Date: 5/15 5 466,,,. THIS CARD IS TO MAIN ON-SITE CITY OF • Construction I ection Record -. Federal Way INSPECTION REQUE TS: (253)835-3050 PERMIT#: 15-104242-00-SG Address: 34024 HOYT RD SW Unit G Project: WSECU FEDERAL WAY, WA 98023 Scheduled inspections may be failed if this card is not on-site. DO NOT LOSE THIS CARD. Inspections are listed as close to sequential order as possible(read left to right,top to bottom). Please schedule inspections as appropriate. Work must not be covered until it is approved. Check with your inspector if you are unsure about arty of the inspections or the inspection sequence. On-going inspections are logged on the back of this card. 0 Footings/Setback(4110) 0 Final-Electrical(4055) ❑ Final-Sign (4085) Approved to place concrete Approved Approved By Date By Date —.2.'l —t . .By Q v‘...._,,. Date % > 2°)'13 0 Attachment(4010) Approved By Q... ,� Date rii Rough Electrical Final Electrical ERight of Way Approved Approved Approved By Date By Date By Date RECtivtu AUG 21 21111 S.IC� � z � z _ 5 �`y CITY oF ` CITY OF FEDE (� XT ID Federal Way CDS APPLICATION PERMIT APPLICATION • PROPERTY INFORMATION SITE ADDRESS 34024 Hoyt Road SW Federal Way, WA 98023 SUITE/UNIT# H ASSESSOR'S TAX/PARCEL# 3089000320 ZONING DESIGNATION EN • PROJECT INFORMATION TYPE OF PROJECT(Check all that apply): at NEW 0 ALTERATION 0 REFACE 0 EXEMPT 0 ELECTRICAL(To attach to existing J-box-include on this permit) X ELECTRICAL(New/altered circuit&J-box added-separate permit is required) NUMBER OF SIGNS APPLIED FOR WITH THIS APPLICATION: Wall Mounted: 2 Freestanding: TOTAL ESTIMATED PROJECT COST: $ 10,000 Q��^^�G J DETAILED PROJECT DESCRIPTION: S e e aj BUSINESS NAME ON SIGN: WSECU • PEOPLE INFORMATION SIGN OWNER: NAME: PRIMARY PHONE WSECU (Washington State Employees Credit Union ( ) - MAILING ADDRESS(STREET ADDRESS;CITY,STATE.ZIP): FAX NUMBER 34024 Hoyt Road SW Federal Way, WA 98023 ( ) - CITY OF FEDERAL WAY BUSINESS LICENSE NUMBER: E-MAIL ADDRESS CONTRACTOR: COMPANY NAME APPLICANT NAME OFFICE PHONE I-5 Design & Manufacture I-5 Design & Manufacture ( 360 ) 459 - 3200 MAILING ADDRESS(STREET ADDRESS;CITY,STATE.ZIP): CELL PHONE 8751 Commerce Place Drive NE Lacey, WA 98516 ( ) - CITY OF FEDERAL WAY BUSINESS LICENSE NUMBER: EXPIRATION DATE: FAX NUMBER 20-00-101575-00-BL 12/31/15 ( ) - CONTRACTORS REGISTRATION NUMBER: EXPIRATION DATE: E-MAIL ADDRESS I5DESDM934BP APPLICANT COMPANY NAME APPLICANT NAME PRIMARY PHONE I-5 Design & Manufacture Bonnie Williams ( ) - MAILING ADDRESS CITY,STATE,ZIP FAX NUMBER 8751 Commerce Place Drive NE Lacey, WA 98516 ( ) - RELATIONSHIP TO PROJECT E-MAIL ADDRESS fa Contractor 0 Tenant 0 Other PROJECT NAME PRIMARY PHONE E-MAIL ADDRESS: CONTACT Bonnie Williams ( 360 ) 459 - 3200 bwilliams@i5design.com • SIGNATURE I certify under penalty of perjury that the information furnished by me is true and correct to the best of my knowledge,and further,that I am authorized by the o er of the above premises to perform the work for which the permit application is made � 8/3/15 SIGNATURE DATE: COMMUNITY DEVELOPMENT SERVICES•33325 8Th AVENUE SOUTH•FEDERAL WAY,WA 98003-6325•253-835-2607•FAX 253-835-2609 • • • TYPE OF SIGN(S) (Indicate number of each) PERMANENT FREE STANDING: MONUMENT PEDESTAL POLE TENANT DIRECTORY OTHER OTHER(Describe) PERMANENT BUILDING MOUNTED: AWNING CABINET X CHANNEL LETTERS TENANT DIRECTORY OTHER(Describe) • DETAILED SIGN INFORMATION FREE STANDING SIGNS SIGN TYPE SIGN AREA(SQ.FT.) ILLUMINATED? REFACE? TOTAL HEIGHT BASE HEIGHT(FT) WIDTH x HEIGHT x#OF FACES NO/INT/ EXT YES/ NO (FT) A x x = B x x = C x x = STREET FRONTAGE(LINEAR FEET): BUILDING MOUNTED SIGNS SIGN TYPE SIGN AREA(SQ.FT.) ILLUMINATED? BUILDING ELEVATION EXPOSED BUILDING FACE WIDTH x HEIGHT x#OF FACES NO/INT/EXT (N,S,E,W) (SQ.FT.) A Wall 120" x23-1/4X 1 = 19.37 Internal B Wall 120" x23-1/4* 1 = 19.37 Internal x x x x — E x — LARGEST EXPOSED BUILDING FACE(SQUARE FEET): **FOR OFFICE USE ONLY** ZONING DESIGNATION: PROFILE: E HIGH ❑ MEDIUM ❑ LOW ❑ FREEWAY BUILDING MOUNTED SIGN(S) FREE STANDING SIGN(S) AREA PERMITTED: AREA PERMITTED: AREA PROPOSED: AREA PROPOSED: LARGEST BUILDING FACADE: STREET FRONTAGE: NUMBER OF SIGNS ALLOWED: NUMBER OF SIGNS ALLOWED: LAND USE APPROVAL BY: DATE: STRUCTURAL APPROVAL BY: DATE: REGISTRATION NUMBER: REGISTRATION NUMBER: REGISTRATION NUMBER: REGISTRATION NUMBER: REGISTRATION NUMBER: REGISTRATION NUMBER: Bulletin#102—January 1,2011 Page 2 of 4 k:/Handouts/Sign Permit Application , ' 111 TieD i RESUBMI , I, ‘ _ _ CITY OF _ ,UG 14 201,_IGN PERMIT 'ID Federal WayCII Y OF FEDERA PLI CATION ■ PROPERTY INFORMATION SITEADDRESS 34024 Hoyt Road SW Federal Way, WA 98023 SUITE/UNIT# H ASSESSOR'S TAX/PARCEL# 3089000320 ZONING DESIGNATION BN • PROJECT INFORMATION TYPE OF PROJECT(Check all that apply): Dit NEW ❑ALTERATION ❑REFACE ❑EXEMPT o ELECTRICAL(To attach to existing J-box-include on this permit) a ELECTRICAL(New/altered circuit&J-box added-separate permit is required) NUMBER OF SIGNS APPLIED FOR WITH THIS APPLICATION: Wall Mounted: 2 Freestanding: TOTAL ESTIMATED PROJECT COST: $ 10, 000 DETAILED PROJECT DESCRIPTION: Install 2 set of internally illuminated pan face channel letters.Signs to replace old tenant signage. BUSINESS NAME ON SIGN: WSECU • PEOPLE INFORMATION SIGN OWNER: NAME: PRIMARY PHONE WSECU (Washington State Employees Credit Union ( ) - MAILING ADDRESS(STREET ADDRESS;CITY,STATE,ZIP): FAX NUMBER 34024 Hoyt Road SW Federal Way, WA 98023 ( ) - CITY OF FEDERAL WAY BUSINESS LICENSE NUMBER: E-MAIL ADDRESS CONTRACTOR: COMPANY NAME APPLICANT NAME OFFICE PHONE I-5 Design & Manufacture I-5 Design & Manufacture ( 360 ) 459 - 3200 MAILING ADDRESS(STREET ADDRESS:CITY,STATE,ZIP): CELL PHONE 8751 Commerce Place Drive NE Lacey, WA 98516 ( ) - CITY OF FEDERAL WAY BUSINESS LICENSE NUMBER: EXPIRATION DATE: FAX NUMBER 20-00-101575-00-BL 12/31/15 ( ) - CONTRACTOR'S REGISTRATION NUMBER: EXPIRATION DATE: E-MAIL ADDRESS I5DESDM934BP APPLICANT COMPANY NAME APPLICANT NAME PRIMARY PHONE I-5 Design & Manufacture Bonnie Williams ( ) - MAILING ADDRESS CITY,STATE,ZIP FAX NUMBER 8751 Commerce Place Drive NE Lacey, WA 98516 ( ) - RELATIONSHIP TO PROJECT E-MAIL ADDRESS a Contractor o Tenant 0 Other PROJECT NAME ' PRIMARY PHONE E-MAIL ADDRESS: CONTACT Bonnie Williams ( 360 ) 459 -3200 bwilliams@i5design.com • SIGNATURE I certify under penalty of perjury that the information furnished by me is true and correct to the best of my knowledge, and further,that I am authorized by the owner of the above premises to perform the work for which the permit application is made SIGNATURE DATE: 8/3/15 COMMUNITY DEVELOPMENT SERVICES•33325 8T"AVENUE SOUTH•FEDERAL WAY,WA 98003-6325•253-835-2607•FAX:253-835-2609 O • 4 e • TYPE OF SIGN(S) (Indicate number of each) PERMANENT FREE STANDING: MONUMENT PEDESTAL POLE TENANT DIRECTORY OTHER OTHER(Describe) PERMANENT BUILDING MOUNTED: AWNING CABINET X CHANNEL LETTERS TENANT DIRECTORY OTHER(Describe) • DETAILED SIGN INFORMATION FREE STANDING SIGNS SIGN TYPE SIGN AREA(SQ.FT.) ILLUMINATED? REFACE? TOTAL HEIGHT BASE HEIGHT(Fr) WIDTH x HEIGHT x#OF FACES NO/INT/EXT YES/ NO (FT) A x x = B x x = C x x = STREET FRONTAGE(LINEAR FEET): BUILDING MOUNTED SIGNS SIGN TYPE SIGN AREA(SQ.FT.) ILLUMINATED? BUILDING ELEVATION EXPOSED BUILDING FACE WIDTH x HEIGHT x#OF FACES NO/INT/EXT (N,S,E,W) (SQ.FT.) ( A Wall 120" x23-1/4X 1 = 19.37 Internal B Wall 120" x23-1/4* 1 = 19.37 Internal x = x = x x = LARGEST EXPOSED BUILDING FACE(SQUARE FEET): SIGNS ARE 80 LBS. EACH **FOR OFFICE USE ONLY** ZONING DESIGNATION: PROFILE: ❑ HIGH ❑ MEDIUM ❑ LOW ❑ FREEWAY BUILDING MOUNTED SIGN(S) FREE STANDING SIGN(S) AREA PERMITTED: ) 1'Li -,5k4/. 146; AREA PERMITTED: AREA PROPOSED: � ' G1' AREA PROPOSED: LARGEST BUILDING FACADE: 7131-'`i 5 STREET FRONTAGE: NUMBER OF SIGNS ALLOWED: NUMBER OF SIGNS ALLOWED: LAND USE APPROVAL BY: DATE: STRUCTURAL APPROVAL BY: DATE: REGISTRATION NUMBER: REGISTRATION NUMBER: REGISTRATION NUMBER: REGISTRATION NUMBER: REGISTRATION NUMBER: REGISTRATION NUMBER: Bulletin#102—January 1,2011 Page 2 of 4 k:/Handouts/Sign Permit Application , • •• -Powers Lag Shield' PRODUCT INFORMATION FASTENERS ))1#1 Lag Shield Shell Expansion Anchor Z" PRODUCT DESCRIPTION SECTION CONTENTS Page No. moi. The Lag Shield is a screw style anchor designed for use with lag bolts.It is suitable for use in General Information 1 0 Z concrete and the mortar joints of block or brick walls.In harder masonry materials,short style Lag a Shields are used to reduce drilling time.The long style version is used in soft or weak masonry to Installation and Material ( > better develop strength.The Lag Shield is not recommended for overhead applications. Specifications 1 Performance Data 2 GENERAL APPLICATIONS AND USES Design Criteria 3 • Hard and Soft Base Materials • Shallow Attachments Ordering Information 4 • Mortar Joints • Masonry Anchorage FEATURES AND BENEFITS 1 3" ' + Ideal for use in masonry materials +Internally threaded anchor for easy removability and service work Short TESTING, APPROVALS & LISTINGS Federal GSA Specification—Meets the descriptive and proof load requirements of CID A-A 1923A,Type 1 ,-- Tested in accordance with ASTM E 488 Long GUIDE SPECIFICATIONS THREAD VERSION CSI Divisions: 03151-Concrete Anchoring, 04081-Masonry Anchorage and 05090-Metal UNC Thread Fastenings. Shell Expansion Anchors shall be Lag Shield as supplied by ANCHOR MATERIALS Powers Fasteners, Inc., Brewster, NY. Zamac Alloy Y11 y hUktr S ISH 1,(,('J(�� ° ROD/ANCHOR SIZE RANGE(TYP.) 1/4"to 3/4" diameter ASUITABLE BASE MATERIALS Normal-Weight Concrete Hollow Concrete Masonry(CMU) Brick Masonry INSTALLATION AND MATERIAL SPECIFICATIONS Installation Specifications Material Specifications Rod/Anchor Diameter,d Anchor Component Component Material Dimension 1/4" 5/16" 3/8" 1/2" 5/8" 3/4" Anchor Body Zamac Alloy ANSI Drill Bit Size,db;t(in.) 1/2 1/2 5/8 3/4 7/8 1 Max.Tightening Torque,Tmax(ft:lbs.) 5 7 10 20 30 60 Lag Bolt Size 1/4-10 5/16-9 3/8-7 1/2-6 5/8-5 3/4-4-1/2 Installation Guidelines Drill a hole into - Blow the hole clean Position fixture, the base material of dust and other insert the lag to the depth of at material.Insert the bolt,and tighten. .,,,.,-,-„, / least 1/2"or one -', / . • - anchor into the The lag bolt ,..-••••anchor diameter . - - , hole until it is flush r length selected -- deeper than • ' b with the surface. should fully "' the embedment ` - : `�I d' • : If installing in .' . ', engage the entire .r.,/1ril required.The p .'•4�� P .'•e a mortar joint, v °P illi "c, anchor body. o D -I vD ' v tolerances of • �' • position the anchor ° r.-, ° _ d ' the drill bit used • • =' ; ° P. P.•4 P. . to expand against P a' ; a ; must meet the . p - v s the block or brick. - ' '• r ' --' I .• v r. v requirements of v vp v `gyp i7- ANSI v n- v - v ANSI Standard B212.15. ° d d 1 www.powers.com Canada:(905)673-7295 or(514)631-4216 Powers USA:(800)524-3244 or(914)235-6300 • • • -powers FASTENERS PRODUCT INFORMATION Lag Shield PERFORMANCE DATA ...,J a to Ultimate Load Capacities for Lag Shield in Normal-Weight Concrete'' kJ OC Rod/Anchor I Minimum I Minimum Concrete Compressive Strength (f c) Q I Diameter Embedment = z Depth 2,000 psi(13.8 MPa) 4,000 psi(27.6 MPa) 6,000 psi (41.4 MPa) V d h, Tension Shear Tension Shear Tension Shear 111 < in. I in. i lbs. lbs. i lbs. lbs. I lbs. lbs. I (mm) (mm) 1 (kN) (kN) I (kN) (kN) (kN) (kN) Short t 200 790 280 1,005 370 1,005 (6.4) (25.4) (0.9) (3.5) (1.2) (4.1) (1.6) (4.5) 1/4 Long 1 1/2 300 790 345 1,005 425 1,005 (6.4) (38.1) (1.3) (3.5) (1.5) (4.1) (1.9) (4.5) 5/16 Short 1 1/4 315 995 515 1,115 660 1,115 (7.9) (31.8) (1.4) (4.4) (2.3) (4.9) (2.9) (4.9) 5/16 Long 1 3/4 I 375 995 550 1,115 570 1,115 (7.9) (44.5) (1.7) (4.4) (2.4) (4.9) (2.5) (4.9) 3/8 Short 1 3/4590 1,175 855 1,4500 910 1,450 (9.5) (44.5) I (2.6) I (5.2) I (3.8) I (6.4) I (4.0) I (6.4) 3/8 Long 2 1/2 740 1,175 I 1,080 1,450 1,290 1,450 (9.5) (63.5) (3.3) (5.2) (4.8) (6.4) (5.7) (64) 1/2 Short 2 800 1,335 1,190 1,600 1,265 1,600 I (12.7) (50.8) (3.6) (5.9) (5.3) (7.1) (5.6) (7.1) 1 1/2 Long 3 1,460 1,335 2,110 1,600 2,370 1,600 (12.7) (76.2) (6.5) (5.9) (9.4) (7.1) (10.5) (7.1) 5/8 Short 2 855 2,000 1,230 2,250 1,355 2,250 (15.9) (50.8) (3.8) (8.9) (5.5) (10.0) (6.0) (10.0) I 5/8 Long 3 1/2 1,730 2,000 2,660 2,250 2,935 2,250 (15.9) (88.9) (7.7) (8.9) (10.8) (10.0) (13.0) (10.0) 3/4 Short 2 930 2,000 1,540 2,400 1,640 2,400 (19.1) (50.8) (4.1) (8.9) (6.8) (10.6) (17.3) (10.6) 3/4 Long 3 1/2 2,045 2,000 2,800 2,400 2,935 2,400 (19.1) (88.9) (9.1) (8.9) (12.5) (10.6) (13.0) (10.6) 1.Tabulated load values are for anchors installed in concrete.Concrete compressive strength must be at the specified minimum at the time of installation. 2.Ultimate load capacities must be reduced by a minimum safety factor of 4.0 or greater to determine allowable working load. Anchors are not recommended for use overhead or for life safety. Consideration of safety factors of 20 or higher may be necessary depending upon the application such as in sustained tensile loading applications. Allowable Load Capacities for Lag Shield in Normal-Weight Concrete"2 Rod/Anchor Minimum Minimum Concrete Compressive Strength (fc) l Diameter Embedment 2,000 psi(13.8 MPa) 4,000 psi(27.6 MPa) 6,000 psi(41.4 MPa) Depth d h0 Tension Shear Tension Shear Tension' Shear in. in. lbs. lbs. lbs. lbs. lbs. lbs. (mm) (mm) (kN) (kN) (kN) (kN) (kN) (kN) 1/4 Short 1 50 200 70 250 90 250 I (6.4) (25.4) (0.2) (0.9) (0.3) (1.1) (0.4) (1.1) 1/4 Long 1 1/2 75 200 85 250 105 250 (6.4) (38.1) (0.3) (0.9) (0.4) (1.1) (0.5) (1.1) I 5/16 Short 1 114 80 I 245 130 275 165 275 I (7.9) (31.8) (0.3) (1.1) (0.6) (1.2) (0.7) (1.2) 5/16 Long 1 3/4 90 245 135 275 140 275 (7.9) (44.5) (0.4) (1.1) (0.6) (1.2) (0.6) (1.2) 3/8 Short 1 3/4 145 290 210 360 225 360 (9.5) (44.5) (0.6) (1.3) (0.9) (1.6) (1.0) (1.6) 3/8 Long 2 1/2 185 290 270 360 320 360 (9.5) (63.5) (0.8) (1.3) (1.2) (1.6) (1.4) (1.6) 1/2 Short 2 200 330 300 400 315 400 (12.7) (50.8) (1.9) (1.5) (1.3) (1.8) (1.4) (1.8) 1/2 Long 3 365 330 525 400 590 400 (12.7) (76.2) (1.6) (1.5) (2.3) (1.8) (2.6) (1.8) 5/8 Short 2 215 500 305 560 335 560 (15.9) (50.8) (1.9) (2.2) (1.1) (2.5) (1.5) (2.5) 5/8 Long 3 1/2 430 500 665 560 730 560 (15.9) (88.9) (1.9) (2.2) (3.0) (2.5) (3.2) (2.5) 3/4 Short 2 230 500 385 600 410 600 (19.1) (50.8) (1.0) (2.2) (1.7) (2.7) (1.8) (2.7) 3/4 Long 3 1/2 510 500 700 600 730 600 (19.1) (88.9) (2.3) (2.2) (3.1) (2.7) (3.2) (2.7) 1.Allowable load capacities listed are calculated using and applied safety factor of 4.0.Anchors are not recommended for use overhead or for life safety.Consideration of safety factors of 20 or higher may be necessary depending upon the application such as in sustained tensile loading applications. 2.Linear interpolation may be used to determine allowable loads for intermediate compressive strengths. d Powers USA:(800)524-3244 or(914)235-6300 Canada:(905)673-7295 or(514)631-4216 www.powers.com 2 ` • •• -Powers. Lag Shield PRODUCT INFORMATION FASTENERS A m PERFORMANCE DATA Z 2 Ultimate and Allowable Load Capacities for Lag Shield in Hollow Concrete Masonry'234 I> Rod/Anchor Embedment f",,,_ 1,500 psi (10.4 MPa) 0 Z Diameter Depth XI n d h, Ultimate Load Allowable Load V1 a in. in. Tension Shear Tension Shear r (mm) (mm) lbs. lbs. lbs. lbs. (kN) (kN) (kN) (kN) 1/4 Short 1 230 720 45 145 (6.4) (25.4) (1.0) (3.2) (0.2) (0.7) 5/16 Short 1 1/4 360 1,025 70 205 (7.9) (31.8) (1.6) (4.6) (0.3) (0.9) 3/8 Short 1 1/2 795 1,125 160 225 (9.5) (38.1) (3.6) (5.1) (0.7) (1.0) 1/2 Short 1 1/2 1,025 1,600 205 320 (12.7) (38.1) (4.6) (7.2) (0.9) (1.4) 1.Tabulated load values are for anchors installed in minimum 6-inch wide,minimum Grade N,Type II,lightweight,medium-weight or normal-weight concrete masonry units conforming to ASTM C 90. Mortar must be minimum Type N.Masonry cells may be grouted. Masonry compressive strength must be at the specified minimum at the time of installation(f'm z 1,500 psi). 2.Allowable load capacities listed are calculated using and applied safety factor of 5.0. Anchors are not recommended for use overhead or for life safety.Consideration of safety factors of 20 or higher may be necessary depending upon the application such as in sustained tensile loading applications. 3.Anchors with diameters of 3/8"and greater installed in hollow concrete masonry units are limited to one anchor per unit cell. 4.Anchors installed flush with face shell surface.The wall thickness of the masonry unit must be equal to or greater than the embedment depth. Ultimate and Allowable Load Capacities for Lag Shield in Clay Brick Masonry" Rod/Anchor Minimum f",,,>_ 1,500 psi (10.4 MPa) Diameter Embedment Depth Ultimate Load Allowable Load d h, Tension Shear Tension Shear in. in. lbs. lbs. lbs. lbs. (mm) (mm) (kN) (kN) (kN) (kN) 1/4 Short 1 240 1,025 50 205 (6.4) (25.4) (1.1) (4.6) (0.2) (0.9) 5/16 Short 1 1/4 425 1,485 85 295 (7.9) (31.8) (1.9) (6.7) (0.4) (1.3) 3/8 Short 1 3/4 1,190 1,620 240 325 (9.5) (44.5) (5.4) (7.3) (1.1) (1.5) 1/2 Short 2 1,230 2,140 245 430 (12.7) (50.8) (5.5) (9.6) (1.1) (1.9) 1.Tabulated load values are for anchors installed in multiple Wythe,minimum Grade SW,solid clay brick masonry walls conforming to ASTM C 62.Mortar must be minimum Type N.Masonry compressive strength must be at the specified minimum at the time of installation(Pm z 1,500 psi). 2.Allowable load capacities listed are calculated using and applied safety factor of 5.0. Anchors are not recommended for use overhead or for life safety.Consideration of safety factors of 20 or higher may be necessary depending upon the application such as in sustained tensile loading applications. ORDERING INFORMATION Lag Shield Anchor • Catalog Drill Thread Standard Standard Wt./ Number Size Diameter Length Length Box Carton 100 1051 1/4" Short 1/2" 1" 1/2" 50 500 3 1055 1/4" Long 1/2" 1 1/2" 1" 50 500 4 ,o 1101 5/16" Short 1/2" 1 1/4" 3/4" 50 500 3 - 1105 5/16" Long 1/2" 1 3/4" 1" 50 500 4 1/4 Short 1151 3/8" Short 5/8" 1 3/4" 1" 50 500 6 3/4 1155 3/8" Long 5/8" 2 1/2" 1 1/2" 50 250 91/2 . 1201 1/2" Short 3/4" 2" 1 1/8" 50 500 91/4 Iiii. . 1205 1/2" Long 3/4" 3" 1 7/8" 50 200 141/4 1251 5/8" Short 7/8" 2" 1" 25 125 13 Long 1255 5/8" Long 7/8" 3 1/2" 2 1/4" 25 125 22 1301 3/4" Short 1" 2" 1 1/8" 25 125 16 1305 3/4" Long 1" 31/2" 2 1/4" 25 100 241/2 ©2011 Powers Fasteners,Inc All Rights Reserved.For the most current product information please visit www.powers.com. d 3 www.powers.com Canada:(905)673-7295 or(514)631-4216 Powers USA:(800)524-3244 or(914)235-6300 0 FILE :._ , i q i i \II '---.V.---. ---- . NJ 06 0 ,7 , ••.... ,,, CN (NJ O c D --- -1- d- CU : V3 0\1 C3 Li., -,,..-.- **-Z. Z , 0 _c (..") -..... 0 Lo .71- u co — co tr) •• c:i4* 1 -. 1— LLI LL, .. LiJ• • a 0 .: --' .,, s.. fl .. I LL. .... .,-- -. , w .-..fs cr, g ................ . . ... • -es 0. a t -------------- * •0 U = (2 ,... ,.. .. it C. LIJ • (...kt Lz. 1.12 9 @ cr, 11 1 m .G ..7 E ., r4 6 'e' L'ii.c7i4N .. Lit--,-1: 4 • , g1''.. ' . ,•' 4 ... ..., ,,.. r• 0 .....,1,7:, 7'' 0 ,, .., 1 .. ._ co , 13 2 .. , N. 8 & ............ . -3 2 * si 1 pi ci t . a . m .. ,..:,- R . cd; ,-, __, 1..... i k , ;.. w sw L., ----,--rarrwm ,..1.04. i4lit ' ' ,id u z , — , Le' 0 ,., ,..., 0. r..., - .,..ailawamoo.„.. 0 _ ........ , .. . _ . ...„ .... , . . 1 0 ' t • tell ,..7 0 •Le . „.. 2: D .0 •``-! ..„ 0 , NM 1 LU < vi w iii og-it gir u-' - 0 FfJ . ,,,,,,,,,.,v,...,,,f I Li, z .. low ' ! ' 4i-kgig.:-..,1,:.,-si,'i:,' I IN I LU L7 L...ti 1 i i 11.1.1 .....^ „,, ,p,, .06' , -- 1 , . .... ; .,.... , r SO .m. .,,,,,,ir •C"''' ...-....., - :1 '' . ,........m""'"-- , CN1 . _. . ..,.. ... . , g ,ggg,imlito __. , ,...- , , . 1 It Z i i. ..,, • '.0 ...-i.,,.-;., • 1, ''. I, „, . ._ .„., .... ), r) . . ,-- __-• - , • - . - , „ . ,,, -, „.v • t„. . ..i. ,••• z ',.._ .4. -- — • -..., • 71 -1 ..- ,. 1 I '-*' J ,. ,:',,, . - ,L,,- , c ... , . , .,,. , , ,_. cri Al_ _ I LI) '. - ro • , f'r° 4 — _ ... „ . 0 I Lrt 0— vjo .(.1 - . I - it'fir 1 , C531 70i,,,.411:. 1.A.'_, ..., ,., rt.. k i 1 . . ,.........,, ._ •.- .... 4:1 0-,... c 0.. 1:24 1.10 ... -0.., a) ..... 00.4 104 . ' . • 1 > ke) 0,.•. , ,...- , 0 (1) - - • ' . LI "'”' I o_ - ,. toz.,,„4 ' cx. .... gi, a: tri .... - _ -1 k Am ,,i,',ii II.. < C*4 .. . 1-:-.-',,) —00 .. _ 4,11 1 -0 1 0 ._.... • , ,,, , ..,...„.„......r.. .,.. 7-- I a.) .„.„. __,.....----------- 1 c --,, .f...,„:„.7 „.... ., 0.0 ct5 ' •- C.-) 0 ; 13i \--. u..1 ML:C Yr-1 1\ a LU CC ,...."*. 0 pip is .... _ .. 7 r 1 I LIT ll t t , . LU- O. ..,„ .,. "''" - _. . ",5, •'taws r, ..J __ IL _ .:,... Ct „.„. -..„... Z LT. - -,- . ..„_..... _ ..__ ,___. __ ..-- _,,,,, _ __ ..• : ."---- --... * ,--------- , '-'-. , .. VI' f -.- ... . t - A.... •• . • . . • : v r V W ,p V Z CL � r OCO, U <o Q Q w ` V > z m O wJ z p W G a -o;m o, 06 C J Q1 d O N U D • T' I0 0 w I I Z2 '-'-' O N 1 , v CD v1 ,n ! eo 0 0I m UJ C q J N [c ••111wto aj U la *i ifv Cf) `D U f a w .11 ! . I _.... , 0 ;7. N 1 fel R 5 -5v 3 $ m a Cr m a, z B 3 f_ CT `^ '^ o o M 8 m & z 72 3 g , arsj °i 2 T V ,:. ct 3 m`m m m _ _ / v ~ z w •W � w r V 0 o a °dr O �t ilk ► -IN ° ii 3 Q N O O Q 0 �� 00 co co Q 0 D , > ay` v1 Q Q U J ° r, ` w Q v, Ni.3ren ,ms F�^ 9 W W V) V) Ci w O - I..1 j , . ,,, a z 1 7-r- * - (f) r, 0) !f c ,. { i i 1112.2 N • . ; LL 0' M (Jl 4 4 filiii/////////////////////////kat Z II r.l/) o u_ o C : o a LU V1 0, --_; r-- = O -a O c Q czn 0-1 L n = i w Lov cC L m 0o, W W ° v W < V Q o Z W Q o � Z I- Zd' N H Q w Z — S 17- z I- cLL Y cn w 00 Z m tX CD �Q h J v°�° w = 4 Q 7 LZ-'P, °° O (n I- J z a o ZZ 2 uj�< CD 0 O °�ctaw U Q �a C l/1 z v �m �2 ZZ Od 0SQ Z N *.� N L.9 0h Q � � g � Y c>3 ' w x � Zp Le: ....1 �� d 3 CO UO M a Ln coo W = � J ZQ ca JZQ Z z -L' U Q CO O � N I_ (nd MUS •V .N >� 1_.CN W � EcLv � m rr cn U Q J Z �,4 \ \ffi (/) w r Fes- o C o W 7 C W ' M C 0 Q N C V ~ N m C 111 Q O ° J °' t z ° s Q N niH v5. °CC 22 os + e n cc �s `N I- w k 1 411.4111114 . I z D A 1�� • i__ 3\ s ��.I o V Q a of 1 cA O < '�'c ZOO z ui CC oZ d v �S 0 Q VI w ct ..... �!a �4p c/) v-) } S W .+� fir ^ < C fl Q C7 Q� `�"y J i el W J it 00 �. eo U 0zo 4, Lu z ft) 00 t -,.....• 03 m �Q I5 Nckcam \ `� wsa o o , oZ LlS X Z�H.U 2 W m � wwC9 —1S z mQ0 r Q W { - t t 0 , I, • i j • ID Z • y.•` N Liii Lu z Unl a r`v 0 0 0.1W Jt,,) Q M Q 4. J W 1 0 W 0 z �� z u si_ II 0 J Oi � — Z cd w Zw 1- Zw 0 _ o a w °s o v') vV ii�/ �'� t�) vii V.1 m = X w 0 0 � +% v 4110 ,,..... " �[�! a = vi l� , . I v LU LD V c Lm Z CO c Z m -'O W o LT, (NI �x _ W O Z a� m V� i z w rn N {` W Y J l/•1 X11 c r,: Q ioo 0 <; j o ‘6,, F 0 ,,, c_o AL ( , Y d c w m , \. .. 9 z + ' "&X 4- it 1- A i N ! en • , a CT v o a v O z . f: H N V1 m in S' m m m d 1 11 k. W o xt' 41 -a vCl. e-- O 3 O Q Q m { Q a u _-.1o CU ro VI co co ' v o I J Lu UW _w v ¢ o 0.0 Np ZQ • b W N N .t,. F 7 , tfr,_ ,,r,....-- , f tV 1 Ii :E. 4 ik b ..-, ,: + at 14 `1. : ; - $:: � y y w -.af: #* ° : y ew 0. t , t.4 1. I' ? ,„411,.. ' 's , * • cy "� M cn * O d X a� : 0 ‘41(1' 44; o a� Ci_ w to CG Nm w w Qo 11 Q oJw, ¢ Q °0° Z W cc U_ -a �Z E= Z�u c~n N � �a zY 2 Z �W CO Z m go �U CC U' 2mZ D C( WN 7)m w J U SS m mw WZ Q iwOQ ¢ °6 rn °c ZZ J - 2 2~LL l/1 Z '� zM �¢ wZ CCu) O0 ~ Z \ J 2 Z z Ow eL w 2 Q N J N < 0 QD Li Qd o w po oCD� U� tLLia ZHO m v+a ¢� n • Z c� 8 0- 2 CL� Z0 _iZ¢ Z U CO o� N � U)a- �Q�- X w a �- Lel CS Z r-41 t Q JQ W� QNW2 � � ""I LUJ Vu) 3 N � u_ v Q W J w Q CC w Q Q 3 0 F '^ ,T, v L CC Q 1 U z o ----.11 A A N N d co z i � � gym, F- W J N N w 0 lW_1 L. CCw Z o V O O Z J NJ I . V) � H Z Vl Q 2 � < c a � W Ln J � U� U a p, ;.7., gS _J u.' ® t>o ,..2 o a 2 0 > uJ o� U wD W Lu z 62 pz00 u- u (� 00DQ H g z Z W ¢ Li_ Oc co 1- � 0 0 w Z1-m u)W O ? Z co mQEn- 1~- X ¢ w II O X J 6 o 7�1 C L IU W U Q u_ 1 O i0 J n z II _m Z isik4'4f W LINI O .C!i C Z • 11, 1 13: fut - o Z 1 kralli 1a Z m M -I 6 Z Qal Q J O w ; w 0 z 11 °C H J O W V.) d- o u_ p z DZ Z J U 1 _XW J l3Q W II- W 0Q l mX vivi to 14_ { Uv.)w , a�o ie e ,._ t 0 at , +- In .. . • ,..L. ,cy,• \Sl ` . C�'‘. •i