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Home My WebLink AboutPermit D07-096 - SEATTLE TARP COMPANY - TENANT IMPROVEMENTSEATTLE TARP CO 18449 CASCADE AV S D07.096 Parcel No.: Address: Suite No: Tenant: Name: Address: Owner: Name: Address: Phone: Contact Person: Name: Address: Phone: Value of Construction: Type of Fire Protection: Type of Construction: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 7888900040 18449 CASCADE AV S TUKW SEATTLE TARP COMPANY 18449 CASCADE AV S , TUKWILA WA CAMPBELL JAMES ESTATE 1001 KAMOKILA BLVD , KAPOLEI HI 96707 CHRIS PERLATTI 18449 CASCADE AV S , TUKWILA WA 98188 206 285 -2819 Contractor: Name: SEATTLE TARP CO INC Address: 2122 W ELMORE , SEATTLE WA 98134 Phone: 206 - 285 -2819 Contractor License No: SEATTTC 158NN DEVELOPMENT PERMIT * *continued on next page ** Permit Number: Issue Date: Permit Expires On: Expiration Date: 01/08/2008 D07 -096 04/02/2007 09/29/2007 DESCRIPTION OF WORK: TENANT IMPROVEMENT - WIDEN OPENING FROM 6 FEET TO 12 WIDE AND REMOVE THE BLOCKS. THEN INSTALL I BEAM HEADER THEN INSTALL CHANNEL IRON ON EACH SIDE TO SUPPORT I BEAM HEADER. Steven M Mullet, Mayor Steve Lancaster, Director $300.00 Fees Collected: $52.35 International Building Code Edition: 2003 Occupancy per IBC: 0011 doc: IBC -10/06 D07 -096 Printed: 04 -02 -2007 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: httn: / /www.ci.tukwila.wa.us Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: Permit Center Authorized Signature: N Permit Number: D07 -096 Issue Date: 04/02/2007 Permit Expires On: 09/29/2007 Date: /7/ (/7 Steven M. Mullet, Mayor Steve Lancaster, Director I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this �permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or th performance f work. I am authorized to sign and obtain this developme r e t permit. Signature: / L ' Date: T / n Print Name: (1H 6 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IBC -10/06 D07 -096 Printed: 04 -02 -2007 Parcel No.: 7888900040 Address: Suite No: Tenant: doc: Cond -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 18449 CASCADE AV S TUICW SEATTLE TARP COMPANY 1: ** *BUILDING DEPARTMENT CONDITIONS * ** PERMIT CONDITIONS * *continued on next page ** Permit Number: Status: Applied Date: Issue Date: D07 -096 ISSUED 03/22/2007 04/02/2007 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 5: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 6: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 7: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 8: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 9: Masonry construction shall be special inspected. 10: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 11: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department of Labor and Industries (206/248 - 6630). 12: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. D07 -096 Printed: 04 -02 -2007 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name: doc: Cond -10/06 n �A ,JLct3P. G , LLI - h ' Date: r )0 D07 -096 Printed: 04 -02 -2007 CITY OF TUKWILA Community Developmerpartment Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 . http://wwwatukwila.wa.us Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** Site Address: 10 L/ 19 elm 44'06- /tS S Tenant Name: 5 E - ( ImI ) N C // �� New Tenant: ® .... Yes Property Owners Name: t €S C,')i ' €I 1 CR5 Ply � f t.,� Mailing Address: ,SO 3 r, i 0 X 34 `i 3 (a <�r(� -f { 1 Q 1g (A -/ 2 I 93, City State Zip o do we contact when your permit is ready to be issued Name: C n •mil S (P67114 6(t(,/ j /y ° im' ` �^ Day Telephone: Mailing Address: ) BIN V 7'f AVE S l V KKW 1 14- M/A 981 $ S E -Mail Address: C h r` 1 S Q s Nett ` • Co" GENERAL CONTRACTOR INFORMATION - (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg5)) Company Name: ' o d2cPcc, 5E {V Co f / J Mailing Address: f 119. ; ar -J. /� City State Zip Contact Person: l x//4 Ten-14 Day Telephone _ S o -s1`1 Contact Person: E -Mail Address: E -Mail Address: Contractor Registration Number:SCR77T Q! 5 p N NJ SAilv, ( tt u o6s Building Perr No Mechanical Permit l Plumbing / !Gas Perri Public Works Perini Project No King Co Assessor's Tax No.: 6 d 3 Li 81 9 Suite Number: /8'fy 9 City Fax Number: Expiration Date: Floor: ..No State Zip Fax Number: aP-0 (o a-$ 5 07 / S ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: .SA -1t+ r fL C l.l.0 �ofl?Z Q y S Ew I N ee1�+ -r� W Mailing Address: / .D- d N € a cs / S4 (ge tl t,V Lv 6 VA4 9 $ OO 6 City Ste APC) Day Telephone: $ g 8 " 7 / q Fax Number: ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: G !4 LAD 14A- c -Ali(/ rv(&t 1 Mailing Address: / P-30 N • L ' as 14 Contact Person: E -Mail Address: Q:\ApplicationsTPonna- Applications On Line\3 -2006 - Permit Application.doc Revised: 9.2006 bh t\l lEd 1AAA 9 Soo a City J/ State Zip Day Telephone: T sat - 39 7 / Q Fax Number: Page 1 of 6 Valuation of Project (contractor's bid pt : $ -36 ` o •,� • xisting ilding Valuation: $ Scope of Work (please provide detailed information): 3 \)€ C.JN (t 1 IN t fl )- ' h, F-et rq-No 6ZEmo.' C �. a Q 'i`L - - € / n45 i-1 Ors l GIN 5 O t ire; sumo t-I- 66 i ce. N . S Pis C 0 - 0 0 C i f . EN Cami N tEEN iu�'�' Will there be new rack storage? ❑.... Yes PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If "yes', attach list of materials and storage locations on a separate 8 -1/2 "x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM - ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. ff .. No If yes, a separate permit and plan submittal will be required. Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: Q:\Applications\Fonns- Applications On Line'.3 -2006 - Permit Application.doc Revised: 9 -2006 bh Compact: Handicap: Page 2 of 6 Scope of Work (please provide detailed information): Water District ❑ ...Tukwila ❑... Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size.. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ ...Water Main Extension Public _ Call before you Dig: 1- 800 - 424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water Q: 1 Applications 'Forns- Appliations On Line13 -2006 - Permit Application.doc Revised: 9-2006 bh ❑ .. Highline ❑... ValVue ❑ .. Renton 0... Sewer Availability Provided Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ... Construction /Excavation/Fill - Right -of -way Non Right -of -way „ ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line „ WO # WO # WO # Private Private ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ ...Renton ❑ ...Seattle Septic System: ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ ...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑...Water ❑...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip Page 3 of 6 Unit Types:' City A Unit Type: � Qn'�;� Unit Type: , . Qty Boiler/Compressor °,< Qty Fumace<100K BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Furnace>100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood/Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct Emergency Generator 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Other Mechanical Equipment Air Handling Unit <10,000 CFM Incinerator — Comm/Ind MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Mechanical work (contractor's bid price): $ Scope of Work (please provide detailed information): Use: Residential: New .:.. Replacement .... 0 Commercial: New .... Replacement .... 0 Fuel Type: Electric ❑ Gas ....❑ Other: Indicate type of mechanical work being installed and the quantity below: State Zip Q:\Applications\Forms- Applications On LineO -2006 - Permit Application.doc Revised: 9 -2006 bh Page 4 of 6 Fixture Type: : Qty Fixture Types" "i: "" .. Qty' Fixture Type: Qty ' Type: "" QtY" Bathtub or combination bath/shower Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial Receptor, indirect waste Clothes washer, domestic Floor drain Sinks Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, with independent drain Lavatory . Water Closet Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent Additional medical gas inlets/outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and/or water treating equipment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets/outlets for specific gas i PLUMBING AND GAS "PIPNN4 -2 PERMIT INFORMATION - 206 -4?' 167 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Plumbing work (contractor's bid price): $ Valuation of Gas Piping work (contractor's bid price): $ Scope of Work (please provide detailed information): Building Use (per Intl Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Q:\ Applications\Forms - Applications On LineO -2006 - Permit Application.doc Revised: 9 -2006 bh Page 5 of 6 Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Print Name: Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OW it OR AUTH D AG Signature: A.,# Mailing Address: / R itTei CA- SGY.06 P9-v6 S "7"( 1 t ✓a-- ( '1g /BS Date Application Expires: q "zz-o Date Application. Accepted: Q: Applications\Forms- Applications On Line\3 -2006 -Permit Application.doc Revised: 9 -2006 bh Date: Day Telephone: .. S D-8 / City State Zip S tall Page 6 of 6 Initial� Receipt No.: R07 -00483 Payee: SEATTLE TARP COMPANY INC TRANSACTION LIST: Type Method Description ACCOUNT ITEM LIST: Description BUILDING - NONRES STATE BUILDING SURCHARGE City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Parcel No.: 7888900040 Permit Number: D07 -096 Address: 18449 CASCADE AV S TUKW Status: APPROVED Suite No: Applied Date: 03/22/2007 Applicant: SEATTLE TARP COMPANY Issue Date: Initials: BLH Payment Date: 04/02/2007 01:29 PM User ID: ADMIN Balance: $0.00 Amount Payment Check 42816 32.35 Account Code Current Pmts 000/322.100 27.85 000/386.904 4.50 Total: $32.35 Payment Amount: $32.35 doc: Receiot -06 Printed: 04 -02 -2007 Receipt No.: R07 -00408 Payee: SEATTLE TARP COMPANY TRANSACTION LIST: Type Method Description ACCOUNT ITEM LIST: Description rinr: Reneint -nR BUILDING - NONRES PLAN CHECK - NONRES City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: //www.ci.tukwila.wa.us RECEIPT Parcel No.: 7888900040 Permit Number: D07 -096 Address: 18449 CASCADE AV S TUKW Status: PENDING Suite No: Applied Date: 03/22/2007 Applicant: SEATTLE TARP COMPANY Issue Date: Payment Amount: $20.00 Initials: BLH Payment Date: 03/22/2007 10:53 AM User ID: ADMIN Balance: $32.35 Amount Payment Cash 20.00 Account Code Current Pmts 000/322.100 1.15 000/345.830 18.85 Total: $20.00 Printed. 113- 27 -2n07 Project:._. // ..--- & Y-169— - Li Type of Inspection: / Address: y i Date Called: Special Instructions: Date Wanted: l --2_---'7131n' Requester , C Phone N o: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431367O CO MEN/T:z„.27 ./e* ( 9 4 . 7 .-; vi , Ai 71 A-4 fr2-- 4 3 2/ ■kol-/eQ Approved per applicable codes. El Corrections required prior to approval. [J $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Project: Type Type of Inspection: �-1v �'�f Address: / 6 6 /L. } Date Calfed: Date Wanted: 9 A- i 7 p.m. Special Instructions: Requester: ` Phone No: IN PECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. S (206)431 -3l 70 El Approved per applicable codes. Corrections required prior to approval. COMMENTS: U Date f// $58.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: FILE COPY Pcr^^.t No. CMU WALL OPENING - SUPPORT FRAME WAREHOUSE AT 18449 CASCADE AVE S TUKWILA `MRCH 20, 2007 STRUCTi3RAL CALCULATI I ► _ 0 0 /if Tukwila BUILDING DIVISION SEATTLE TARP CO 2122 WEST ELMORE SEATTLE WA 98199 PHONE: (206) 285 -2819 EXPIRES 4110,/ I COD REVIEWED MPLI N E C DODM, APR -2 2007 RECEIVED MAR 2 2 2007 PERMIT CENTER BY: SAMIR CHUDGAR, P.E., S.E. CHUDGAR ENGINEERING COMPANY 16230 NE 25 STREET BELLEVUE WA 98008 (425) 881 -8979 po-iroict4 5Elr-V1I -E -rMZP Cmu w Au- cC OFD EN .1N - SVPQofZT 1 I I� 1 I I /1 ,2:-(3 4 ' (3y r SC. 3 C�Na2D fL FOAM s A W Ei60ET OF CMV CMU W piV`. iS 6 'C a-( wI 6-0 v'tEo C.E.S @ LtV oc. V F_ v.) (sAk, v ■,31 - t W T Z 4 psC. C Ffi M mkua‘. to tZf-Sc L CM -06',) (-OoF t s� s l tr sPp (2i- ¶X Z 25 P� ( Cr- �� - 4`l P�- F\`VME_ t to (4 9L \N1 OF tam. oNA (ZQ F- 'S\At z 5 3 v D z 6•b 6 �3 Pc z \.33 ,>c 2,5 Coz Z \. 2 ; L z 3 61 x V2-f` z 3bt \2 S ti o• bY 3•-- 2t • 6 12,E c /D So 2tE ( ktP 0 225 o \‘‘).- -Dr 2 W 6 X 20 Sx, z 13 4 Or 3 1— U = 1b`LI 7 iv 5` c IA • FRoM kISC., MA1uflu ALT W QX2Lf 1,6L = lsq) ofc. v ‘' O x t2- - S ‘ l • `E �-t e L , 0.2;?C 3.4 HIT HY20 for Masonry Construction 3.4.1 PRODUCT DESCRIPTION Hilti HIT HY20 System is based on a hybrid adhesive. The system consists of a dual cylinder adhesive refill pack, a mixing nozzle, a tube, a HIT dispenser with refill pack holder, and either a threaded rod, rebar or HIT internally threaded insert. HIT HY20 is specifically ned for fastening into material containing voids and holes such as hollow block, lightweight hollow block, brick with holes, multi-wythe walls and day tile. astener Components 20 Adhesive with tube for fas- t hollow blodc. day bbdk and bids ith holes. J HY20Adhesive with amen tube for fastening *imam/ construction et Kids. roduct Features Mixing Nozzle Listings /Approvals HY20 Foil Pack HIT Refill Pack Holder • Accurate dispensing of resin and hardener into the wire mesh screen tube • Mixing tube ensures proper mixing and eliminates measuring errors • Environmentally friendly, contains no styrene; virtually odorless • For use in hollow or multi -wythe base materials • Excellent weathering resistance • Enhanced load values in a variety of base materials uide Specifications Masterfonnat section: (Masonry accessories) Related Sections: 03250 (Concrete Accessories) 05050 (Metal Fabrication) 05120 (Structural Steel) Adhesive anchors shall consist of a threaded anchor rod, nut, and washer; a cylindrical wire mesh screen tube, and an injectable adhesive material. Injection adhesive shall be furnished in side by side refill packs which keep separate component A and component B. Side by side packs shall be designed to compress during use to minimize waste volume. Side by side packs shall also be designed to accept static mixing nozzle which thoroughly blends component A and component B and allows injection directly into wire mesh screen tube. Alternately, product may be furnished in large rigid cartridges for high volume work. Only injection tools and static mixing nozzles as recommended by the manufacturer shall by used. Manufacturer's instructions shall be followed. Injection adhesive shall be formulated to include resin, hardener, cement and water to provide optimal curing speed as well as high • International Conference of Building Officials (ICBO): Evaluation Report #5193 • For specific DOT and Municipalities Approval, contact the Hilti Technical Staff Anchoring Systems Standard HIT Anchor Rod with Nut and Washer aettgatettaimmaawesaaist Standard HIT Internally Threaded Insert Bent Anchor Rod with Nut and Washer Anchor Rod with Nut and Washer Rebar (supplied by contractor) strength and stiffness. Maximum recommended curing time at 68 °F • shall be 60 minutes. Injection adhesive shall be HIT HY20, as manufactured by Hilti, Inc., Tulsa, OK. Anchor Rods —Shall be furnished with chamfered ends so that either end will accept a nut and washer. Anchor rods shall be manu- factured to meet the following requirements: 1. ASTM A36 (standard carbon steel anchor) 2. AISI 304 or AISI 316 stainless steel, meeting the requirements of ASTM F -593 (condition CW). Nuts and Washers shall be furnished to meet the requirements of the above anchor rod specifications. Wire Mesh Screen Tube —Shall be formed into a cylindrical shape, with one end closed to prevent extrusion of adhesive through that end. Screen tube shall be manufactured with a mesh size, length and diameter as specified by the adhesive manufacturer. Mesh shall be manufactured from: 1. Low carbon steel with zinc electro- plating or 2. AISI 304 stainless steel. Anchor rods and screens shall be the Hitti HIT system as manufac- tured by Hilti, Inc., Tulsa, OK. M Anchoring Systems HIT HY20 for Masonry Construction Compressive Strength Modulus of elasticity (Compression test) Shrinkage Water absorption Electrical resistance Details d bit diameter : actual depth of embedment required screen size recommended max. install. torque in. (mm) in. (mm) Rib (Nm) Small (152) 1 /.x6 (9.5 x 152) DIN 53454/ASTM D695 DIN 53452/ASTM D790 DIN 53495/ASTM 0570 1 /.x10 (9.5 x 254) DINNDE 0303T3 (152) '/1x6 (12.7x 152) (254) ' /2x10 (12.7 x 254) 2 x 10" OHM/cm (152) y.x6 (15.9 x 152) 51.1 N/mm 2300 N/mm (254) s /.x10 (15.9 x 254) (203) 1 /.x8 (22.2 x 203) .33x10'ps 7.9 x 10' °OHWin. 1 8 13 (203) (330) '/4x8 1/2x131 1:``. (19.1 x203) (191 x <� 60 60 (81) (81) 3 2 Zs; 118 4.3.4.2 MATERIAL SPECIFICATIONS Material Properties for HIT HY2O —Cured Adhesive Material Standard HIT rod material meets the requirements of ASTM A36 Stainless HIT rod material meets the requirements of ASTM F593 (AISI 304) 3/8" -1 /2" HIT Standard Nut material meets the requirements of ASTM A563, Grade A HIT Stainless Steel Nut material meets dimensional requirements of ASTM F594 HIT Standard Washer material meets the requirements of ANSI B18.22.1 Type A Plain HIT Stainless Steel Washer meets dimensional requirements of ANSI B18.22.1 (1965) Type A Plain All standard HIT Rods, inserts, nuts & washers are plated to ASTM B633 SC1 HIT Insert 9SMNPB28K Steel conforming to DIN 1651 Note: Special Order products may vary from standard materials. 4.3.4.3 TECHNICAL DATA HY20 Installation Specification Table for HIT Threaded Rods in Masonry Construction Anchor Rod Size Approximate fastenings per Cartridge Screen Tube 7/8" dia. x 8" with plastic end cap Large 3 /e x 8 (9.5 x 203) 55 HIT Plated Combination Anchor Vex 12 (9.5 x 305) 1/2x 8 (12.7 x 203) 26 /2x 12 (12.7 x 305) 15 Steel Sleeve 7/8" dia. x 8" with plastic end cap 1/2x 8 (15.9 x 203) 15 5 /ex 12 (15.9 x 305) 1. Plated combination anchor. 2. 8" (203 mm) embedment for screen tube and steel sleeve. Anchor rod is bolted through the wall. 3. Depth of 1" hole. 5/8" hole is thru - drilled. 4. Typically depends on rod length selection. 5/ 1,3.4 (15.9) 11 ksi (MPa) 36 (248) 65 (448) 11 Anchor Rod 5/8" dia. x 17 ", 19 ", 21", 25" or 29" with nut/washer 58 ( 100 Hilti Prrvi, w'4 Tc - hninoi iirle ( ' /4X 12 ' /4X1 (19.1 x305) (19.1x HY20 Installation Specifications for HIT Rods in Hollow Block, Tile & Brick with Holes �,. Anchor System Application Anchor Rod ��etails Size in. (mm) HIT Combi -Rod Tile HIT Short Rod Hollow and Lightweight Block HIT Standard Rod Brick wholes, Clay Tile 1/4 x 2'/2 (6.4x64) ' /,. x 2 (7.9 x 63.5) 2 /4 x 3 (9.5 x 76.2) 1/2 x 31/2 (12.7 x 79.4) she x 4 (7.9 x 101.6) 2 /, x 4'/. (9.5 x 111.1) ' /2 x 4 (12.7 x 114.3) 4: bit diameter in. 1 /2 5 /8 minimum hole depth in. (mm) Through Material Through Face 3'/2 (90) required screen in. (mm) HIT S -12A 3 /4 (19) 1 /2 (13) HIT S -16/2 3 /4 (19) '/. (19) 1 /2 (13) HIT S -16 3 /4 (19) 3 /4 (19) max. thickness fastened T : recommended pax install. torque ft lb (Nm) Finger Tight 3.7 (5) 5.9 (8) 7.4 (10) 3.7 (5) 5.9 (8) 7.4 (10) mate fastenings cartridge Sm. 38 13 10 Lg. 141 48 37 .3.4 Anchor System Application Anchor Rod tails Size bit diameter minimum hole depth required screen • recommended install. torque animate fastenings Midge Anchor Diameter in. (mm) a/4 (9.5) s/a (9.5) 1/ (12.7) 'h (12.7) s/e (15.9) 6 /B (15.9) '/4 (19.1) Ration Specifications for HIT Inserts in Hollow Block, Tile & Brick with Holes in. (mm) in. in. (mm) ft lb (Nm) Sm. Lg. wable Tension and Shear Strength for s R� Rods in Multi -Wythe Brick Walls' 04► 11111.■ Sow Embedment Depth In. (mm) 6 (152) 10 (254) 6 (152) 10 (254) 6 (152) HIT Combi -Insert Tile #14 1 /2 Through Material HITS -12/1 Finger Tight 38 141 Allowable Tension lb (kN) 685 (3.1) 815 (3.6) 745 (3.3) 1270 (5.6) 815 (3.6) 10 1285 (254) (5.7) 8 1400 (203) (6.2) 13 2100 (330) (9.3) HIT Short Insert Hollow and Lightweight Block '11.x (7.9 x 51) ./ HITS -16/2 3.7 (5) ' /.x2 (9.5 x 51) 27/ Through Face HITS -22/2 5.9 (8) 13 48 Allowable Shear lb (kN) 590 (2.6) 590 (2.6) 930 (4.1) 930 (4.1) 1355 (6.0) 1355 (6.0) 1800 (8.0) 1800 (8.0) ' /2 (12.7 x 51) HITS -22/2 7.4 (10) N rec 27/ HIT Standard Insert Brick wholes, Clay Tile 5 /1. x 3 /A. (7.9 x 30) '/s x 31/46 (9.5 x 30) TO 1 /2x 3 (12.7 x 30) 5/, 27 /32 3'/2 (90) 27 /32 HITS -16 HITS -22 I HITS -22 3.7 5.9 7.4 (5) (8) (10) 10 37 Combined Shear and Tension Loading Nd + , < 1.0 (Refer to Section 4.1.3.) Vrec HY20 In HY20 All readed HIT r. ues based on mortar shear strength of 45 psi or greater. Anchoring Systems HIT HY20 for Masonry Construction 110 Anchor Type Anchor Diameter HIT Short 2" (51mm) Embedment HIT Standard 3 (86mm) Embedment 1 -/W or N/W Hollow Concrete Block Brick with Holes Clay Tile in. (mm) Tension Shear Tension Shear Tension Shear Tension Shear lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) 1 /4 ' 255 340 365 305 130 100 300 (6.4) * (1.1) (1.5) (1.6) (1.4) (0.6) (0.4) HIT 5 /1e 370 505 565 530 150 220 Rod (7.9) (1.6) (2.2) (2.5) (2.4) (0.7) (1.0) Anchor 3 /e 525 790 775 4 930 150 220 1160 h (9.5) (2.3) (3.5) (3.4) (4.1) (0.7) (2.2) (5.2) 1 /2 525 1230 775 1375 150 500 1160 (12.7) (2.3) (5.5) (3.4) (6.1) (0.7) (2.2) Anchoring Systems HIT HY20 for Masonry Construction HIT HY20 Allowable Loads for Threaded HIT Rods in Hollow Concrete Block, Lightweight Concrete Block, Brick with Holes Cla Tile * 1/4" anchor diameter installed at 2" embedment in brick with holes and clay tile. HIT HY20 Allowable Loads for Threaded HIT Inserts in Hollow Concrete Block, Lightweight Concrete Block, Brick with Holes, Clay Tile * 1/4" anchor diameter installed at 2" embedment in brick with holes and clay tile. Anchor Spacing and Edge Distance Guidelines Influence of Anchor Spacing and Edge Distance Brick with Holes and Multi -Wythe Brick Walls Spacing: s„ = s = Two (2) complete bricks in any direction Edge Distance: c c Two (2) complete bricks, or 16 inches (406 mm) in any direction (whichever is less.) Clay Tile Spacing: s„= s m;n = One (1) anchor per tile cell Edge Distance: c cmin =12 inches (305 mm) from free edge 120 Hollow, Normal Weight and Lightweight Concrete Block Spacing: s s m;n = One (1) anchor per block cell Edge Distance: c,= c,,, =12" (305 mm) minimum from free edge TO Hilti Product Technical Gu' HIT Short 2" (51mm) Embedment HIT Standard 3 (86mm) Embedment Anchor Type Anchor Diameter L/W or N/W Hollow Concrete Block Brick with Holes Clay Tile in. (mm) Tension Shear Tension Shear Tension Shear lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) ":ii screw . 240 510 300 530 85 150 (6.4) * (1.1) (2.3) (1.3) (2.4) (0.4) (0.7) HIT q16 400 780 585 750 175 220 Insert (7.9) (1.8) (3.5) (2.6) (3.3) (0.8) (1.0) Anchor 3 /e 400 1425 1160 h 1380 185 435 (9.5) (1.8) (6.3) (5.2) (6.1) (0.8) (1.9) 1 /2 400 1800 1160 1635 185 500 (12.7) (1.8) (8.0) (5.2) (7.3) (0.8) (2.2) Anchoring Systems HIT HY20 for Masonry Construction HIT HY20 Allowable Loads for Threaded HIT Rods in Hollow Concrete Block, Lightweight Concrete Block, Brick with Holes Cla Tile * 1/4" anchor diameter installed at 2" embedment in brick with holes and clay tile. HIT HY20 Allowable Loads for Threaded HIT Inserts in Hollow Concrete Block, Lightweight Concrete Block, Brick with Holes, Clay Tile * 1/4" anchor diameter installed at 2" embedment in brick with holes and clay tile. Anchor Spacing and Edge Distance Guidelines Influence of Anchor Spacing and Edge Distance Brick with Holes and Multi -Wythe Brick Walls Spacing: s„ = s = Two (2) complete bricks in any direction Edge Distance: c c Two (2) complete bricks, or 16 inches (406 mm) in any direction (whichever is less.) Clay Tile Spacing: s„= s m;n = One (1) anchor per tile cell Edge Distance: c cmin =12 inches (305 mm) from free edge 120 Hollow, Normal Weight and Lightweight Concrete Block Spacing: s s m;n = One (1) anchor per block cell Edge Distance: c,= c,,, =12" (305 mm) minimum from free edge TO Hilti Product Technical Gu' f- -- 1 1 I _1 L__. .: r - Pi0ia °A I f ;9 L__ 1 r - - - r- -- I 1 1 L___. L__ 1 f- -- f- - - 1 1 I L___, L__ 1 ,.r-r _ PQ I 1 tea 1 L___ 1_ TABLE 1: Grout @ 48" o.c. vertically & 48" o.c. horizontally Nominal Thickness' 6" Nominal Thickness 8" Nominal Thickness 10" Nominal Thickness 12" Nominal Thickness 1 'Units of the indicated nominal dimension are assumed to have the percentage solid and equivalent thickness characteristics indicated below: Nominal Percentage Equivalent Dimensions Solid Thickness (Inches) ( %) (Inches) 6 55 3.1 8 53 4.0 10 52 5.0 12 49 5.7 'Units manufactured to achieve the indicated f m are assumed to be of the aggregate mix and concrete density indicated below: Concrete Aggregate f'm Density Blend (psi) (lbs /ft (% Sand & Gravel / % Pumice) 1500 105 60/40 2000 115 70/30 2500 125 85/15 2500. 135 100/0 'Assumes the following material densities: Grout Perlite 'Calculate per NCMA Tek 101A 48" o.c. UNGROUTED CORES EMPTY PERLITE IN UNGROUTED CORES Wall Fire Wall Fire f'm Weight R- Value Ratings Weight R- Value Ratings (psi) (psf) (hours) (psf) (hours) 1500 35 2.15 1 36 3.34 4 2000 38 2.05 1 39 3.04 3 2500 41 1.93 1 42 2.78 3 2500 + 43 1.85 1 44 2.57 3 1500 47 2.38 2 49 4.17 4 2000 51 2.26 2 52 3.80 4 2500 54 2.16 1 55 3.45 4 2500 + 57 2.03 1 59 3.13 4 1500 59 2.58 3 61 4.82 4 2000 63 2.46 3 65 4.40 4 2500 67 2.33 2 69 3.99 4 2500 + 72 2.19 2 73 3.70 4 1500 69 2.72 4 72 5.73 4 2000 74 2.58 3 77 5.14 4 2500 79 2.45 3 81 4.66 4 2500 + 84 2.34 3 86 4.27 4 'Calculated per 1991 UBC Table No. 43 -B 130 lbs. /ft 7 Ibs /ft- ( ) mutual materials co. Bellevue, Washington (206) 455 -2869 • Durham, Oregon (503) 624 -8850 04 -04 -2008 CHRIS PERLATTI 18449 CASCADE AV S TUKWILA WA 98188 RE: Permit No. D07 -096 18449 CASCADE AV S TUKW Dear Permit Holder: City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 -431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must be in writing► and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 05/26/2008 , your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Xc: er Marshall, t Technician Permit File No. D07 -096 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 07 -31 -2007 CHRIS PERLATTI 18449 CASCADE AV S TUKWILA WA 98188 RE: Permit No. D07 -096 18449 CASCADE AV S TUKW Dear Permit Holder: City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 09/29/2007 , your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, ' fer Marshall, Permit Technician xc: Permit File No. D07 -096 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 ACTIVITY NUMBER: D07 -096 PROJECT NAME: SITE ADDRESS: 18449 CASCADE AV S X Original Plan Submittal Response to Correction Letter # SEATTLE TARP COMPANY DATE: 03 -22 -07 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: A140b•Ok Bui ing Division Pu lic Works yi DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete 1 Incomplete ri Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ LETTER OF COMPLETENESS MAILED: Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2-28-02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP 6( 114 Fire revention Structural Structural Review Required Approved with Conditions itiP 3-Z1 -D1 Planning Division ❑ Permit Coordinator DUE DATE: 03-27-07 Not Applicable No further Review Required DATE: DATE: DUE DATE: 04 -24 -07 Not Approved (attach comments) n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: License Information License SEATTTC158NN Licensee Name SEATTLE TARP CO INC Licensee Type CONSTRUCTION CONTRACTOR UBI 600344819 Ind. Ins. Account Id #5 Business Type CORPORATION Address 1 2122 W ELMORE Address 2 City SEATTLE County KING State WA Zip 98134 Phone 2062852819 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 8/15/1985 Expiration Date 1/8/2008 Suspend Date Separation Date Parent Company Previous License Next License Associated License Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date #5 CBIC SB2488 01/01/2002 Until Cancelled $12,000.00 12/21/2001 #4 CBIC SB2488 01/01/1998 01/01/2002 $6,000.00 Business Owner Information Name Role Effective Date Expiration Date PERLATTI, ROBERT L 01/01/1980 PERLATTI, DONNA K 01/01/1980 Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 3 Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= SEATTTC 158NN 04/02/2007 --- EX CMU BLOCK WALL..... 1" THICK DRY PACK GROUT PAD TO PROVIDE FULL SUPPORT AT BEAM W6X20 BEAM A 1- 2' -6" CMU WALL TS 4 "X4 "X1 /4" POST CHUDGAR ENGINEERING COMPANY 16230 NE 25TH ST BELLEVUE WA 98008 (425) 881 -8979 ROOF OF ROOM DIA ADHESIVE ANCHOR @ 32" MAX SPA. FILL HOLLOW CMU BLOCK WITH GROUT AT ANCHOR. DRILL AND EMBED ANCHOR 3" IN CMU. BASE PLATE 2 X6" X8" 20 MARCH, 2007 1 2' -0" EXISTING OPENING WALL ELEVATION SCALE: 3/8" = 1' -0" w A, raw G j jT XPIRES 4/10/ : 2' -0" r CMU WALL rne cop" *milt No. Rat review approval Is b errors and on At3FIrovat of thnst uctIon dig does not authoas the violation Of cry cccepced code or crd!nancr. Rem a approvcd Fk: i Cory c -d cond:tiorn is adcncivted BY I '2, EX CMU BLOCK City of ltikwila TOP L, iJI ING DIVISION i "" X6 ",X8" w/ (2) " DIA BOLTS EIDEISIMIS coo cjc shall be tie to the cps c 7 ' s ttecut prior 2ppro3r! of GTE: P.cvif;c;r3 will require a new plan submittcl and may inc9ude additional plan review fees. USE 4" SQ WASHERS OR STEEL PLATE SHIMS FOR BACKING AT ALL ANCHORS EX CONC FLOOR / I SLAB f � 0 a J m z N J w3 EXISTING BLDG WALL ROOM (PARTIAL EXISTING EXISTING EXISTING HEIGHT) CMU OPENING CMU PARTIAL PLAN SEATTLE TARP CO 2122 WEST ELMORE SEATTLE WA 98199 PHONE: (206) 285 -2819 • • fka REVIEWED FOR CODE COMPLIANC nnpromn APR -2 Z007 EXISTING CMU WALL (PARTIAL HEIGHT) W6X20 BEAM 1/2" DIA BOLTS TS 4 "X4 "X1/4" POST 6 " MI II Mi MI II SECTION A —A SCALE: 1? = 1' -0" TOP CAP PLATE 1/2" X6" X8" WELDED TO POST 3/8" DIA ADHESIVE ANCHOR INTO CMU BLOCK RECEIVED CITY of TUKWILA MAR 2 2 2001 NOTES: 1) THE WALL OPENING OF 12' -0" IS CURRENT EXISTING CONDITION, AND WAS ACHIEVED BY REMOVING EXISTING CMU BLOCKS ADJACENT TO AN EXISTING DOORWAY AS PART OF TENANT IMPROVEMENTS. THE WORK IN THIS SUBMITTAL INCLUDES INSTALLING NEW BEAM AND POSTS TO SUPPORT THE CMU BLOCKS AT THE EXISTING OPENING IN THE WALL. NO ADDITIONAL CMU BLOCKS ARE BEING REMOVED AS PART OF THIS WORK. 2) STEEL SHALL BE ASTM A36, Fy = 36 KSI. 3) ADHESIVE ANCHORS SHALL BE HILTI HY20 ADHESIVE SYSTEM OR EQUIVALENT. 4) FILL THE CMU BLOCK WITH GROUT AND INSTALL THE ADHESIVE ANCHOR AFTER THE GROUT HAS CURED. IN LIEU OF DRILLING, EMBED INTERNALLY THREADED INSERT IN GROUT IN CMU BLOCK AND INSTALL ANCHOR. 5) ALL WELDING SHALL BE " 6) INSTALL TEMPORARY SHORING DURING DRILLING OF HOLES IN CMU BLOCKS. 7) INSTALL PROTECTIVE COVERING AT GAPS AND SHARP EDGES AFTER COMPLETING INSTALLATION OF FRAMING. CMU WALL OPENING - SUPPORT FRAME WAREHOUSE AT 18449 CASCADE AVE S TUKWILA C'I' Of Tukwila BUILDING DTlirsr0 1" THICK DRY PACK GROUT PAD OVER BEAM PERf.';T c: 4 1 E:• DETAILS