Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
LUA99-050 - Large Format
GENERAL NOTES |. THE STRUCTURAL DESIGN, MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF THE CONSTRUCTION DRAWINGS AND CONTRACT SPECIFICATIONS AND SHALL BE IN STRICT ACCORDANCE WITH APPLICABLE PROVISIONS OF THE EDITION OF THE UNIFORM BUILDING CODE (UB.C.) PUBLISHED BY 1.C.B.O. IN CONJUNCTION WITH STATE AND LOCAL BUILDING CODES AND ORDINANCES. 2. ALL CONSTRUCTION SHALL COMPLY WITH WASHINGTON STATE AMENDMENTS TO THE !397 UNIFORM BUILDING CODE, CHAPTER 51-30 WAC. (WASHINGTON STATE ACCESSIBILITY CODE). 3. PLUMBING WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OF THE UNIFORM PLUMBING CODE (UP.C.) PUBLISHED BY ICBO. 4. ELECTRICAL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE (NEC) PUBLISHED BY THE NATIONAL FIRE PROTECTION ASSOCIATES (NEPA). 5. THIS BUILDING IS UNHEATED SPACE PER THE WASHINGTON STATE MODEL ENERGY CODE. ©. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY ALL NOTES, DIMENSIONS, DATUM'S LEVEL CONTAINED WITHIN THE PLANS PRIOR TO CONSTRUCTION. IF AN ERROR OR OMISSION IS DISCOVERED IT SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT FOR CORRECTION OR CLARIFICATION. 1. DRAWINGS SHALL NOT BE SCALED TO OBTAIN WORKING DIMENSIONS. CONTRACTOR SHALL USE CALCULATED AND NOTED DIMENSIONS ONLY. 8. ALL DIMENSIONS ARE FROM FACE OF TIMBER OR METAL FRAMING, CMU, OR CONCRETE UNLESS OTHERWISE NOTED. IF CLARIFICATION IS REQUIRED CONSULT WITH THE ARCHITECT BEFORE PROCEEDING WITH WORK IN THE AFFECTED AREA. 9. NO CHANGES OR SPECIFICATION SHALL BE MADE TO THIS PLAN OR THE WRITTEN SPECIFICATIONS WITHOUT FIRST SUBMITTING A WRITTEN CHANGE REQUEST TO (A CHANGE REQUEST FORM IS AVAILABLE THROUGH THE ARCHITECT) THE ARCHITECT. IF DEEMED NECESSARY OR DESIRABLE TO THE SUCCESS OF THE PROJECT BY THE ARCHITECT THE REQUEST WILL BE ROUTED TO THE ENGINEER, OWNER AND THE APPLICABLE REGULATORY AGENCIES FOR REVIEW AND APPROVAL. ID. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO THE DETAILS SHOUN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED. Il. REFER TO STRUCTURAL DRAWINGS, SPECIFICATIONS AND STRUCTURAL CALCULATIONS FOR INFORMATION, NOTES, AND DETAILS PERTAINING TO LUMBER, STEEL, CONCRETE, AND REINFORCING. 12. COMMENCEMENT OF WORK BY SUBCONTRACTORS IMPLIES FITNESS AND ACCEPTABILITY OF JOB CONDITIONS AND THEREFORE INVOKES FULL WARRANTY LIABILITY FOR THE PERIOD PRESCRIBED WITHIN THE APPLICABLE SECTION OF THE SPECIFICATIONS AND AS PRESCRIBED BY LAW FROM THE DATE OF SUBSTANTIAL COMPLETION OF THAT SECTION. 13, ALL WORK SHALL BE PERFORMED UNDER THE DIRECT SUPERVISION OF THE GENERAL CONTRACTOR. 14. SUBCONTRACTORS SHALL BE RESPONSIBLE FOR SUPERVISION TO ENSURE THAT WORKMANSHIP SHALL BE PERFORMED BY PERSONS SKILLED IN THE APPLICABLE TRADE TO REASONABLE INDUSTRY STANDARDS AND CONSISTANT WITH MODERN TRADE PRACTICES. Ib. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND REQUIREMENTS SUCH AS BUT NOT LIMITED TO VEHICULAR TRAFFIC CONTROL, TEMPORARY GUARDRAILS, SIGNAGE, FENCING, REBAR CAPS, SAFTEY BARRIERS AND GENERAL JOB SITE SECURITY. lé. CLEAN UP AND DISPOSAL OF REFUSE IN CONNECTION WITH EACH SECTION OF THE SPECIFICATIONS SHALL BE PERFORMED DAILY BY THE CONTRACTOR RESPONSIBLE FOR THAT SECTION OF WORK. NO REFUSE SHALL BE LEFT ON THE JOB SITE WITHOUT SPECIFIC PRIOR AUTHORIZATION BY THE CONTRACTOR IN THIS EVENT, THE SUB- CONTRACTOR SHALL PLACE REFUSE MATERIAL AT THE PROPER DISPOSAL LOCATION AS DIRECTED BY THE GENERAL CONTRACTOR THE JOB SITE SHALL BE CLEANED DAILY AND DEBRIS SHALL BE PLACED IN CONTAINERS, PROVIDED BY THE GENERAL CONTRACTOR, AT THE END OF EACH WORK DAY. 1. COORDINATION AND SCHEDULING OF PERMITS, FEES AND INSPECTIONS FOR UTILITIES WORK WHICH SHALL INCLUDE BUT NOT BE LIMITED TO BOILER, FUEL SOURCE, WATER, NATURAL GAS, ECT. SHALL BE THE GENERAL CONTRACTORS RESPONSIBILITY. THE GENERAL CONTRACTOR SHALL PROVIDE TRENCHES, CONDUITS, FILL AND LABOR AS REQUIRED NOT SUPPLIED BY THE UTILITY COMPANIES. THE SITE PLAN SHALL BE USED AS A GENERAL GUIDE FOR THE LOCATION OF UTILITY SERVICES AND APPURTENANCES. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO LOCATE EXISTING UTILITIES, WHETHER THEY ARE SHOWN ON THE PLAN OR NOT AND PROTECT THEM FROM DAMAGE THROUGHOUT THE DURATION OF THE PROJECT. THE GENERAL CONTRACTOR SHALL BEAR ALL EXPENSES FOR THE REPAIR OR REPLACEMENT OF UTILITIES THEIR APPURTENENCES OR OTHER PROPERTY THAT MAY BECOME DAMAGED BY PERSONS UNDER CONTRACT, EMPLOY OR SUPERVISION OF THE GENERAL CONTRACTOR WHILE EXCUTING THIS CONTRACT. ACTUAL PLACEMENT OF ALL NEW UTILITIES SERVICES SHALL BE AT THE SOLE DISCRETION OF THE UTILITY COMPANY. THE GENERAL CONTRACTOR SHALL CONFORM TO ALL REQUIREMENTS OF THE UTILITY COMPANIES. 18. ALL PERMITS SHALL BE OBTAINED BY GENERAL CONTRACTOR UNLESS OTHERWISE NOTED. 19. PERMITS PERTAINING TO SUBCONTRACTS SECTIONS OF THIS PROJECT SHALL BE OBTAINED PRIOR TO BEGINNING WORK IN THAT AREA BY THE SUBCONTRACTOR ENGAGED IN THE PRACTICE OF HIS TRADE IN THE RESPECTIVE AREA OF WORK WITHIN THE SPECIFICATIONS AND SHALL BE RESPONSIBLE FOR SCHEDULING INSPECTIONS AS PRESCRIBED BY LAW. 22. UPON SATISFACTORY COMPLETION AND FINAL ACCEPTANCE OF WORK BY THE GOVERNING REGULATORY AGENCY AND THE GENERAL CONTRACTOR , THE SUB- CONTRACTOR SHALL CONVEY TO THE GENERAL CONTRACTOR ALL PERMITS AND RELEVANT PERMIT DOCUMENTATION. 2). IF REQUIRED BY THE OWNER, THE GENERAL CONTRACTOR SHALL BE BONDED, INSURED AND LICENSED BY THE STATE OF WASHINGTON AS PRESCRIBED BY STATE LAW. FUTHER, THE GENERAL CONTRACTOR SHALL PROVIDE THE PROJECT OWNER WITH PROOF OF CURRENT WASHINGTON STATE LABOR AND INDUSTRIES COVERAGE FOR EVERY EMPLOYEE WORKING ON THIS PROJECT. 22. ALL SUB-CONTRACTORS SHALL PROVIDE A COPY OF CURRENT STATE REGISTRATION AND PROOF OF CURRENT LIABILITY COVERAGE AND BONDING, IF REQUIRED, UNDER CURRENT STATE LAW. FUTHER, SUB-CONTRACTORS SHALL PROVIDE PROOF OF STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES COVERAGE FOR EVERY EMPLOYEE WORKING ON THIS PROJECT. 23. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATING THE WORK OF ALL TRADES AND MATERIAL REQUIRED FOR THIS PROJECT. 24. THE APPROVED SET OF PLANS SHALL BE STORED IN A PLAN BOx AND SHALL NOT BE USED BY ANY WORKMEN. ALL CONSTRUCTION SETS OF DRAWINGS SHALL REFLECT THE SAME INFORMATION AS WELL AS ALL REVISIONS, ADDENDA AND CHANGE ODERS. THE CONTRACTOR SHALL ALSO MAINTAIN IN GOOD CONDITION ONE SET OF COMPLETE PLANS WITH ALL REVISIONS, ADDENDA AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES AND WHICH SHALL BE UNDER THE CARE OF THE JOB SUPERINTENDENT. 25. ALL OPERATIONS CONDUCTED ON THE PREMISES SHALL NOT BE OBJECTIONABLE BEYOND THE PROPERTY BOUNDARY LINES BY REASON OF NOISE, STEAM, ODOR, FUMES, GASES, SMOKE, VIBRATION, HAZARD OF OTHER CAUSES. IN ADDITION, THE CONTRACTOR SHALL MINIMIZE DISRUPTIONS OF ADJACENT TENANTS DUE TO NOISE, ODOR, CORRIDOR FUMES OR VIBRATION. ALL COMMON LOBBY AND CORRIDOR SPACE SHALL BE KEPT CLEAR OF DUST, DEBRIS AND CONSTRUCTION MATERIALS AT ALL TIMES. 26. ALL WORK SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S LATEST RECOMMENDATIONS OR WRITTEN DIRECTIONS. 27. WHERE DEVICES OR ITEMS OR PARTS THEREOF ARE REFERRED TO IN SINGULAR, IT IS INTENDED THAT SUCH SHALL APPLY TO AS MANY SUCH DEVICES, ITEMS OR PARTS AS ARE REQUIRED TO PROPERLY COMPLETE THE WORK. 28. ALL WORK SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR AFTER COMPLETION, UNLESS OTHERWISE SPECIFIED AND SHALL BE SO STATED IN CONTRACTOR'S WRITTEN PROPOSAL AND AGREEMENT. ALL REPAIRS, CORRECTIONS AND DISCREPANCIES ETC. MUST BE MADE WITHOUT ANY ADDITIONAL COST TO THE OWNER, AND WITHIN FIVE (5) DAYS AFTER NOTICE IS GIVEN. 29. FLAMMABLE LIQUIDS SHALL NOT BE PLACED, STORED_OR DISPENSED IN THIS OCCUPANCY EXCEPT AS PROVIDED IN NF.PA. STANDARD 30 AND THE CURRENT UNIFORM FIRE CODE. PERMIT MAY BE REQUIRED. 32. ALL ITEMS MARKED ‘NI.C.* ARE NOT PART OF THIS CONTRACT. 45'-o" ZG Us LT | LTT LL WW Y EXIST| 62054' NG WAREHOUSE AREA OF WORK NANAANAAAANAAAANAD INAANAARAD NAAR ANANANAAARAANA Y Zi 962' _SW. 29th STREET (9'x22') ld ~ Fe a en On OVERALL SITE FLAN 4 NEW PARKING STALLS SCALE: |" = 8@'-@" LOCATION MAF (nts?) [_ AREA OF WORK —F \ WOK EXIST DUMPSTER | 35'.8" DS Li SLQWw 5 F=p ~ \ iti yyy | f i NEW BU MC@ZPCCZP@— "0 iN WY EDGE OF EXIST. CURB NOOY /—~— DEMOLISH Ex! CA SIDEWALK @ CURB, ASPHALT PA Ever rc INSIDE NEW BLDG. ENVELOPE. REPAIR ATATCH DISTURBED PAVEMENT A RKUN FERIMETER OF BULDING. JS 4" DS EXIST. CATCH BASIN (TYPE |, RIM @ 98.22', INV. @ 92.43') N DEMOLISH EXIST. CON HA, ENLARGED PARTIAL NEW LANDSCAPED AREA NA _ N CONC CURB PATCH AND IREPA L. aN R AS REQ. ~ \ NEW U/G STORM SEWER LINE TO EXIST. CATCH BASIN NEW OIL/WATER SEPERATOR CURB & LANDSCAPED AREA PROVIDE NEW CURB AND GUTTER TO MATCH EXISTING TO EXIST. STORM SEWER SITE FLAN SCALE: |" = ID'-@" FPROJECT DATA PROJECT ADDRESS: 301 SW 27th St RENTON, WASHINGTON GOVERNING CODE: 1997 UBC. (STATE OF WASHINGTON AMENDMENTS) USE ZONE: IM OCCUPANCY: F! CONSTRUCTION TYPE: II-N PARKING: 4 STALLS DELETED, 4 STALLS ADDED. SEISMIC ZONE: 3 NEW BUILDING AREA: 954 SF - SEPARATED FROM EXIST BLDG. Bi AREA SEPARATION WALL ENERGY CODE: I297 WASHINGTON STATE ENERGY CODE BUILDING IS NON-HEATED SPACE PLUMBING CODE: Ie7 UPC. CONTRACTOR: TO BE DETERMINED PRIOR TO PERMIT ISSUANCE MECHANICAL: BIDDER DESIGN (UNDER SEPARATE FERMIT) ELECTRICAL: BIDDER DESIGN (UNDER SEPARATE PERMIT) SPRINKLER SYSTEM: NOT REQUIRED PARKING SPACES: STANDARD STALL - 137 SPACES (INCLUDING 4 ACCESSIBLE STALLS) COMPACT STALL --- 12 SPACES TOTAL ------------- 149 SPACES SITE AREA = 365,226 SF. TOTAL BUILDING FOOTPRINT = 182,200 SF. TOTAL AREA AVAILABLE FOR PARKING = 182,484 DRAWING INDEX TIO COVER SHEET, SITE PLAN, ENLARGED SITE A-| FLOOR PLAN / BUILDING SECTIONS / EXTERIOR ELEVATONS A-2 WALL SECTIONS / DETAILS / ROOF PLAN S-| FOUNDATION PLAN / ROOF FRAMING / DETAILS S-2 DETAILS LEGAL DESCRIPTION LOT IIBLOCK |, DIVISION 1, SE 1/4 PF NW 1/4 OF SECTION 30, TOWNSHIP 23 N RANGE 5E BURLINGTON NORTHERN ORILLA INDUSTRUAL PARK OF RENTON TAX ID NUMBER 25 380 DIld TOTAL LANDSCAPED AREA INSIDE PROPERTY LINE = 33,683 SF. 33,683 SF. / 182,484 = |185%> 7% (5%+2%) DESIGNATED WILDLIFE HABITAT AREA INSIDE PROPERTY LINE = 7,739 SF. 7,71395F./ 365,206 = 21% > 2% 22003 66th Ave. West, Suite M6 Mountlake Terrace, WA 98043 £ 425-670-977 6 f: 425-670-8554 Description Mark © 1998 archite 5 | om © = 3 g Pp 2 Ee _ ¢ Sao ws nae ee: 22 2 @ B8iiz i lssue for Permit $9014 £,Je g 3-21-99 | Jo 11.0 Sheet Number SA-94-250 20'-O" Ie'-8" V2 2'-a" CI. ai je a a ae aa i l@"Xle" CMU PILASTER &" CONC. 4"%5" METAL a x WA | METAL ROOF CUTTS & Abed? oa I2"12" ROLL -UP meri i bg TOP OF EXIST. 3'-4"%6'-—D" TOP OF EXIST. ee O/H METAL DOOR CONC. WALL CONC. WALL —_ a METAL LOUVER oN Pe CONC. WALL Ze = ~—— + —— 8" CONC. — —* + 3" CONC. _ | TT | LIN TINY TTT] TTT TNT TTT | MASONRY MASONRY 1l6"xlO" CMU INTE | || MT | | 16"Kle" CMU UNIT <= PILASTER _— | WEARS | | | Nyt | PILASTER = J - _ HH NETH || i! | ae ——— TENT TENNEY] : : | | | | | | | | aaa | | EMEA TL ENHA U — i I | ——— \ = oe 5 = — recor" — Y ! \ — - <a ~ : : = "a 7 —_ _ | . — IA hoa — _— — cena nea ct) 4) I _ acasinn — a _ | © a a i es — - — === a _ 7 _ — —- | — [ ry —\ ae _ _ _ a .—— = N N - a — — - N — = : ; x ae : - |} a ———— : 9 Q —— : Q - | == ; ; — —— = —= | « — . —— N = ee “ is 2 ee —_ “ . 4 | = a= Pp = =r Tle :— [ _ [ p E — — * TOP OF NEW ' a = - : ee = = EXIST. FLOOR a 1 - BETS . al 1 =< | ——— —— ee ae @ OM DOOR ——— F LEV.=10002 © et fe] a - J : ELEV=9800 © / / \ CONC. FOUNDATION 3"%8" CONC. CONC. FOUNDATION — — | CONC. — eth 8" CONC. CURB arreh a co | SOUTH ELEVATION EAST ELEVATION WEST ELEVATION ae Qo | 4 SCALE: 1/8" = |'-O" SCALE: 1/8" = I'-O" SCALE: 1/8" = |'-O" | ag Se SSS Ss SS eee Bagg | b eeficd (1) BUILDING SECTION (N-S) i -|2D : "oy te u 2'"O OD. G Y. eta/ te (allied PIPE RAILING sid ils SECURE TO EXIST. 7 i end ese CONC. WALL W/ ; ee y-2! Ji . METAL DOOR W/ — ‘ance’ eB 3/4" 3, 7 7| 7| 7 7 METAL FRAME 47 7 dh a T —_ f e- @ ; - | DN a Ze t - S-1D ® z — ichtEb BxIT Sian a “ * i hep N = —__\. . ; \ E LINE STUB — co ; oe - @ 15" AFF. 4'-@ / 2 ¢ + aa, iteed = z iS , 8' (2) TUBE FLOURESCENTS ————+ r-¥4 re . a | (@ CHAIN MOUNT UNITS) i l i sa om — <I ' + | 4 \ = Z 3'-4"46'-D" : pew =m ELECT. PANEL Pi | I ‘. _ a eer POWER LINE IN Ty 1a L OF BOILER ; Nad / @ I5' AFF. S) Q f : t /QTACK ~~ y, @ &'-@" AFF. i © TRENCH m1 | if \ / - é DRAIN | i! \ NS @ | - T | II a Fe \ Q : s | ; i . A. et nN {| SLOPE 1/4" PER FT S| Lear E i" = = | | — o 7 Y Tq A | G-OF-STACK ‘> y $ 7 \ 7 a] 3 “pr q 5! x 8! “wy = ry y a \ s ! ¢ > HPR a \ ra) LAYOUT y / | N | | CLEAVER y : ' “es fe I} | BROOKS x / \ * BOILER PAD o i 700 Te 4 \ t 3'-6"%«]4'-2">«12! i Hs BOILER 7 \ . i —_ = GAS LINE —| | Y + =, =| % (\) * @|15' AFF. | = re i a = o- mn ui}| | -@ 5 al © \_ EMERGENCY | 8 0 a. 0 EYE WASH | GINK | Z (9) — a pal oe Z'4™%B'-g" 2 / y METAL LOUVER el SILL HEIGHT - @ &'-D" AFF. 8 y SLOPE 1/4" PER FT. hy oy 2 eee ) 7 ; LE 1 3'-O"X7'-D" ; = DRAIN COIL LINE) METAL DOOR W/ SOFTNER 4 t S | METAL FRAME > a * + “LIGHTED Extt|sian / Te C) C) _f = tv) ga ® 7 a teat temtenienienieniententeatentete 4 cen TM lI + o 4g WZ : , “ h 5'-8 3/4" I'-or B'-6" ON 51174" 1g" 7.4" 3'-8" | '-4" 9'-o" e i 28'-8" \ 12'-O"X12'-O" OVERHEAD N ROLL-UP DOOR MANUALLY OPERATED. TRENCH € UTILITY LAYOUT N SCALE: 1/4" = I'-O" FLOOR PLAN a SCALE: 1/4" = I'-O" CI le Orr, A AP 9 ‘Sy, 0 “Oe 299 Bh-44-089 Ns, Description Mark archite 22003 66th Ave. West, Suite M6 Mountlake Terrace, WA 98043 t: 425-670-9776 f: 425-670-8554 © 1998 Stamp Floor Plan, Bullding Sections, Exterlor Elevations Boiler Room Addition ” Renton, Washington Sheets & Graphic Sheets g : ' : & 8 £ & F Issue for Permit ze 9014 E,Jo/y! g 3-21-99 _3.Jo uh AY o 0 wa SL. D7, St = SW. 27th STREET > 45'-@" tH SDQDD' 62054' a Ye aeiiliiiaiias SIO if dy f occ lll ce L. 0 a a 8 a | s ASS ANS SAR STIR \ ———. SoS". SSS +S Eko. we ev we eS 7 EXE ? EXISTING WAREHOUSE Me: ee ige 62054' a Ss \ ANS TS % ACK AREA OF WORK TOP? Ge SCYu{t4j~h, Y/Y fY4A. - O4/TI//// ff f fy Vat tiie vdéblbdibbeha. Yj; YA /AMEEEEEGRRA GAD By y SORE Pet ae ge SIW. 29th STREET 1I96.2' 32 See ak ws EL ee es Se ies SAR ee Se a (@) “j —_ —S igre 20'-2" 16'-38" Va 2'-3" © _o lo"xl6" CMU PILASTER 8" CONC. = siege ips teley MASONRY x WALL ZZ METAL ROOF GUTTER ¢ 4°<4" ————-£ <a 12" 12" ROLL-UP eee TOP OF EXIST. 3'-4"%6'-O" TOP OF EXIST. | ee een att METAL LOUVER CONC. WALL oN a GONG WALL (5 ~-* . —— — 8" CONC. — —— a 8" CONC. 2) | MASONRY MASONRY I6"xle" CMU 7 N lo"Xle" CMU UNIT UNIT PILASTER FA | \ PILASTER — : =a — ae i 7 oa = Zo == P | ——- =| ——= 7 . + \ —. ry o \ 4 x 1 1 a © \ ~ XN 9 Ry aT fy \ = = xt) Nn - | N \ =" \ a \ be b= =. a = | 0 =e 8 y = S 9 \ S S / . = Q e a se | | TOP OF NEW 9 HS - | = eat agit FLOOR/GRADE Bi ar ee con ah ac 4 ‘ @ eee see eae eee "be ELEV.2=98.20' / \ - CONC. FOUNDATION — CONC. FOUNDATION | = AERC. RON. a 8"X8" CONC. CURB aL , . WALL ~ eet el ae Ee ee Lt SOUTH ELEVATION EAST ELEVATION WEST ELEVATION o ca SOP . 1 SCALE: 1/8" = |'-O" SCALE: 1/8" = I'-O" SCALE: 1/6" = |'-0" JIE TET SLT TTI TIE say LP a ae pt = = ts — J eed : e (A BUILDING SECTION (N-9S) \Q-10) SCALE: 1/4" = 1-0" 2" OD. GALY. 3' a “A) "<7 ' -@D w ee ia oe HOLLOW CORE : METAL DOOR W/ inal ain ase i I9'-3" J'-Q" 7-1" y 2 W-5 3/4" 1 4-7 ‘| METAL FRAME Fe a i Cc so ne . dh = Z, Q Cc —- s TEE - ene ‘| FE : Z ® DN — v , + y DN Y mn LIGHTED HIT SIGN at - i een 2 = f/ $s IN Z Eis 2" @ WATER a 2 y E LINE STUB ae an = 4 \ ie @ 15" AFF. sd L 3 -- . i ree (a a =n Q 2 i ———- 6! (2) TUBE FLOURESCENTS |. [4 rLsl “dt aad \ - y, (& CHAIN MOUNT UNITS) Q 7 | ll aN oe 7 <—} Ss y t yj | | \ ae y, 3'-4"%6'-O" , x ; \ oy METAL LOUVER rs zi See oF | a y ou - oe — A SILL HEIGHT AQ POWER LINE IN o 7 _ n a L CF BOILER Ne Oo mt , is TRENCH - in | ol \ y ; 4 DRAIN 4 | ||! \ is 8 @ {+5 met g =e | 8 “, , SLOPE 1/4" PER FT. 4, LP of ) g - ‘a - ‘en L ‘ b] ry x an gy y . = = Fi y Z he / i J \ Ss : G-OF-STACK | a Z a 7 A WA ty -©- —p- CL ale = = 7 ' ' ee = Nh ‘ ‘hs Zz x 0 WZ 5 x & Af, : ZA \ Z a 2 A ; , mee IL} (7 \ é ri) 4 LAYOUT 4 S 2 Z A ie 7 va iy / \ po cag eS % CLEAVER S “ Z ; | y BROOKS é a i \ i . i Z 520 HP / Ty 8'-6"XI4'-2"12' tu ia % |_| a fe = = im ye = 7, x GAS LINE —|, x x _ s | 9 (.) Zs iu @| 15' AFF. \Fe . | fr u ’ = y 2 ry \ EMERGENCY Y = aN O O it is 0 | EYE WASH | SINK = 7 n a é i‘ n af. @ 3'-4"%*6'-D" . / 4 ( N y METAL LOUVER X om \ 2 Z SILL HEIGHT . z ed” \ SEES J @ 8'-—" AFF. ‘ : ; SLOPE_I/4* PER FT. 2) a" eLezves HT SAPS TL ji _| /___+. j 7 ann I 3'-D"%7'-O" “Xt & 7 : jm di hg A el ay HOLLOW CORE \ a yn NLS Pd / WATER || IJ Sy . DRAIN (COIL LINE) METAL DOOR W/ i ~~ ail / SOFTNER a, = METAL FRAME > ie . j a i LL a ~ Tt evap ian onsen le —, a + A “ 7 LIGHTED ExIT|SIGN / y [IN sy | C) C) J - | VA t f A//N| ee Pte Z 7 a A Wi Oe “| 9 tA fF TA. as a. aa IZA SIESLETEIEEEESEEELLS: ey nN | a“ \ | % 5'-3 3/4" 1 Zaly 8'-6" '-2" "oh/4" '.g" 7'={|" 3'-8" ‘24! 12'-@" + '-4" 9'-o" OD ? _ " 22-6" \ Ay, 27'-4 x ; w wD, ” PRX 2, I2'-@"X12'-O" OVERHEAD “@, 2 N ROLL-UP DOOR MANUALLY nN % OPERATED. TRENCH @ UTILITY LAYOUT N SCALE: 1/4" = I'-O" SCALE: 1/4" = I'-2" Description Mark 22003 66th Ave. West, Suite M6 Mountlake Terrace, WA 98043 t 425-670-9776 f: 425-670-8554 ©) 1998 Stamp Boiler Room Addition Renton, Washington Sheets & Graphic Sheets archite Ficor Plan, Bullding Sections, Exterior Elevations ig # E : F: E i lesue for Permit zE I9O\4 EJo/y| g 3-21-99} jo A’ -95-0 > 0 ie ~~ neers RN MonnMeAre REG se Pes SRE METAL ROOF OVER 5/8" STEEL GIRT OVER METAL DECK 4'X5" GALY. IRON GUTTER pe 8" CEMENT % a eek : —— MASONRY UNIT J | | SH, a J \ Ce Lan doles 7 ¥ — — = ieee CMU BOND BEAM SEE as =P SHHET A-3.0 | / Wo 1} ( © MANUALLY OPERATED ee || ee ROOL-UP O/H | METAL DOOR 8 8 —— oO ® rs FINGRADE = fer sf. CONCRETE *~ ST; — pioaecad | Uae ; FOOTING en Ra eee ee SEE STRUCTURAL ei ee 5 DWGS. = =a . 4 (A WALL SECTION \4-20/ SCALE: 3/4" = I'-0" (“4 ae, EXIST. FLOOR © EXIST. CONC. WALL EXIST. CONC. WALL EXIST. CONC. FLOOR EXIST. CONC. FOOTING ELEV. 2 IdO@O' TOP FLOOR OF NEW METAL ROOF OVER 5/8" 18 GA. SUBGIRT @ 4'-O" OC. OVER 1-1/2" METAL DECK SEE STRUCTURAL SHEETS METAL PALTE SEE STRUCTURAL SHEETS METAL FLASHING PER METAL ROOF MANUFACTURER TOP OF CMU ELEV. = aoa AA 4"X5" METAL GUTTER oh , es 8" CMU BOND BEAM SEE STRUCTURAL SHEETS 4/ NN : RALLY | NY PYOAOAK YESMOAQO AN (2) ROOF EDGE DETAIL 29) SCALE: 1-1/2" = 1-0" TOP OF EXIST. CONC. EXIST. COPING ‘ WALL ELEV. 4 a ee ey 7 = TOP sewer CONC. PANEL Fev. 2 126.67' a — N, a <— | / / L 4 ee SEMA Ag cg Hs : 4.: aa 4 ° 3 i Le many (2\ WALL SECTION \4-20) SCALE: 3/4" = I'-0" FLOOR ELEV. = 98.02' & FOOTING SEE STRUCTURAL DWGS. (1 ROO F EDGE DETAIL \a-2/ SCALE: 1-1/2" = I'-O" METAL ROOF OVER 5/8" |8 GA. SUBGIRT @ 4'-2" OC. OVER 1-1/2" METAL DECK SEE STRUCTURAL 18" STEEL JOISTS SEE STRUCTURAL METAL FLASHING 2x8 PLATE 2X BLOCKING STEEL PLATE W/AB. SEE STRUCTURAL 8" CMU BOND BEAM W/2-*%5 REBAR. FILL WITH CONC. CUT CMU SEE STRUCTURAL © 126.67' METAL FLSHING PER MANUFACTURER METAL SHELVING SEE STRUCTURAL EXIST. CONC. WALL CMU BOND BEAM BEYOND. SEE STRUCTURAL i L/ \f \/ \/ 4 Pd Wi Ws, iy A PF Pil A / ie re Z 7 As Ly ip, 4 y - i yy Y no J, wn, (2) ROOF EDGE DETAIL \-29/ SCALE: 1-1/2" = I'-O" TOP _OF CMU BOND a BEXM VARIES My 12'-1| 3/4" —) = iM UO a {0 an xX int (at ¢ OF BOILER | /STACI ez = = (=) K2D i () tb) - IND) g Ly “~ : NY Q ro] >, | EXTERIOR ACE OF CMU AN 3'-@" \ 4"X5" METAL GUTTER WA -4"X4" DOWNSPOUT @ EAST END. CONNECT © TO STORM DRAIN. ROOF PLAN SCALE: 1/4" = I'-O" 25 GA. STAINLESS STEEEL FLASHING OVER 2@ GA, GALYV. CURB FABRICATED FROM 6" STUDS (TYP. ALL AROUND). METAL ROOF OVER 5/8 STEEL GIRT OVER METAL DECK (@> SECTION THRU ROOF OPENING \4-2.0/ SCALE: 1-172" = I'-0" Fak bo “ er » 22003 66th Ave. West, Suite M6 Mountlake Terrace, WA 98043 t 425-670-9776 f: 425-670-8554 © 1998 Description Mark Project, k z g Sheet Number a Qa. E E = og = “ =< g = oa oe ry =, 2 s&s <8 @ 8 oo = F aw r= § a co a >= 8 g 4 & & lesue for Permit 9014 £,JO/y| 3-21-99} jo A2.0 SA -4G-050 @S a —V EXIST. CONC. WALL i } a (5 EXIST. 7" TILT-UP CONC. WALL ae (4 (5 a \S-2.9/ J \e-12) \g-2.0/ EXIST. S.0G. } | . ELEV.=98.00' : — x ' Z i a : TT ] ; a iH iid | ! dy l CONT. LEDGER L | | A . 1] | byt <a rn | aa = # pas —— : EXIST. FTG. a TT iat i - y, S28 a Ptotil | | | ty | ; | dol | | | | : % ) EQUAL EQU AL SOG ELEY. a 3" DRY PACK : I} I I} yy 1} | ; % : y A oe I} |! | | Q y = fit 3 a UNDERPIN (E) FTG. IN 4'-0" LONG I} fl | I} || * \ . 4 a ee re pe ae SEGMENTS. CAST IST. # 4TH. SEGMENTS id 541g iL a abs all AT ONE TIME, 2ND. ¢ 5TH. NEXT, ETC. int A \ Lee (2) : | I} |! | | I) |! : E K otek SEE 5 é | WW-5 3/4" si ee N Q . | 5'-8 3/4" |'-Q" 8'-6" pli-O12'-1/4"[)'-@" 71" ) | , ¥ X £ 28) " -— | J! | e|" fal | | RK s ; 5 “sf dt | | I) |! ROOF OPENING FOR (7 \\ i 1} | | CONST. JOINT ae ne ion | | | BOILER STACK SEE \6-2.0/ y | | PA | | | ; < | it dy | * | CONST. JOINT || || ——* oe e l at V ® FTG. TO EXTEND @ 1} || 74 | ! INTO UNDERPINNING | | | l | | l6"Xl6" PILASTER _h ee it di : | yy SEE eo : /— \o"Xl6" PILASTER \ : lal. Ls | 4 l . | - , ~| 9 oY? 6-20) y , % 5 4 NEW 8" FTG. BEYOND e | 1) a vt ‘| | | .! | | | [ Q ' a ¢ Le) | a PN F. in a ha aA | : mat yi : al Gl) (p> SECTION : | et | l { il SCALE: 1/4" = |'-@" iS | f | mie at ' ne \S-19/ 3 | = (7) VO ® | | i | | | CONST. JOINT | Mt i iW og tt Pr t T T . Zz \D |! | ry l . th : / 5 Z \§ i 2" OD. GALV. STD. PIPE SECURE END OF PIPE TO me | | | dy 4 Q o QO zt RAILING. SET IN 4" x 6" CONC. BLOCK WALL W/ Z | | | l | | | Q = Y 10) Y\ ‘ z HOLE PRECASTED IN CONC. WALL FLANGE sl IEL ‘a i Lf A I] |! “ S / a i 5 SLAB. FILL PERIMETER W/ < | es | | | | \-12 I} || in 5, | i % i \ my 5 CEMENT GROUT. 1 : “| ott | | | | I) |! : Q Q % <> 3 RUNS @ | E / | | | l | | (\) / 7 oO 12" = 3'-¢@" 4'-g" | | -— | | | | . rout i} | . hy | | I] | | | I] jl 7 7 3/8" GALY. CABLE || | | : i} |i \ (4 LOCATIONS) | | | = | | | YY] | | iyi | § mot dy I] | / : | E || Ll coner. Jom | hc | I) |! : , \ | 5 | LIT maar a i l l l] Jl = | e i | ze i} dy i} | 9 | g % | | 3 = —_ | | | | 6 l6"Xl6" PILASTER lo"xXl6" PILASTE (12 Q | £ : 5 Ty | : ; ! | a 7 — : } | | | TYP. 4 “ Koa ; 6|' CONC. SLAB ON 3 | Si | L——-—| | ae a oe at yg----rr - Sy ] E —at aa a: a ot - | |[9e" DEEP LINTEL | _ NV CORNERS *3 [8 (I2"|O.C. 41 COMPACTED | = | | i | | s . | a MIDIDLE OF GRANULAR FILL ; | LJ J EE sa | es a ws ee |} _d 8" CMU WALL SLAB BA. WAY \ ' 3! 4" "4" 4" "4" a! SB" " | 5'-3" 12'-@" I'-o" 28'-8" : : . , , e4 D & : ors '.8" Oxy ‘ “8 NOTE: PROVIDE CONTIN. 8x8 BOND ce 8386-0 [oa AS A LINTEL AT EACH DOOR HEAD. o's 4 & CJ. = CONTRUCTION JOINT : ° a 4 - ROOF FRAMING PLAN : j FOUNDATION PLAN SCALE: Va = 10" . SCALE: 1/4" = I'-O" | we anit E \ SECTION THRU STAIR I CONT. GALY. L 1-1/2X1-1/2X3/16 S-1@/] SCALE: V4" = I'-o" Fo) | W/ 3/8"*2" HOOKED STUD BOLT 2" EXP. STRIP =I. 4 ALL AROUND PAD. . <x | 6" |'-o" 6" Y rr | " " <{ Q Ly p ul = 0 B" ’ l6"xlo" CMU oO | C "5 @ 48" OC. VERT. PILASTER no . WU T ‘7 7 . eas aul —_ <— _>= . | RY Lt *S CONT. S ~ Q 4 Zxr}O = y ca ; eo. g : 14 4-"6 VERT = | > iz = 7 8 lyf I6"xl6" PILASTER BEYOND eg *3 TIES @ lo" OC. © | = 3 ui y e a. 2] Y y “- y sa | A ia ~F& inne STUBS TO MATCH STUBS TO MATCH A | eo) ul lye CMU VERT'S. COL. VeRT'S. a zy, rome ae ve = . bk _ __ -4| — — 1) OG Or 0 ) “J "5 @ 16" OC. VERT. lo('xI6" CONC. S 3 @ i" OL. ot | 1a PILASTER 91.9 = EA. | 0) ONO | fs i. *4 @12" DC. HORIZ. L___ #4 Ifo" 18" OC. (TYP) = i “¢d. 0 oO 1] 1 “a Yo “y 4 = rr aly 6" CONE. SLAB ON GRADE L— 6: CONC. SLAB ON GRADE OVER © | 12" THICK CONC. PAD (A SECTION @ BOILER PAD A VA OVER 4" COMPACTED GRAVEL 4" COMPACTED GRAVEL (TYP.) = S OVER 6: COMPACTED SCALE: 1/4" = |'-O" aL, (TYPICAL). rome Bae A=) oc GRANULAR FILL. \S-10/ FIN. GRADE “f yA el ey . Sei oa FIN. GRADE | eres Sore o. Oo > | ¥ pl rset eon eo : . * ened sic tonn ak ; = | | 2 (eZ eZ = g & | 8'-6" oe" !'-o" 2'-D 1/4" I'-O", 6" = ) O81), En z OC) ‘ va) - Ae Bscetiay » Spr o w <—_ | . a feb x = x © (=) | " = a gv s _— ~ — ee ee 2 2 oe oe sb we reel Bac wa [it | ; ! " On = & BOTTOM - LONGIT. & BOTTOM - TRANSY. = cadeenan a <l | __] : — $ Oo | © so Zz {-[————J = "5 CONT "5 CONT , é E a 5" S" 5" \' 6" be) aa a. Ey a ED SE ee ES ; , g § 7 § <a He ; an . =) >. Fs : £ & : ‘ on “e) a aa Le ee 2 a Lon fi lesue for Permit 4 Z yy Te (Bp SECTION (fc \ SECTION ty, pH 39014 Bjovy of SCALE: 1/4" = I'-O" SCALE: 1/4" = I'-" QF, Wy, 3-01-99 |Jo QO, 7, o% § ad “S Bp vy. ) “L “g i : € z g Oo SA-N-050 | 2 1/2" \/2"dia 1-1/2" B-36 DECK SEE DETAIL 4/S5-22 FOR JOIST BRIDG CONT. 1/4" PL | «EXIST TILT-UP WALL 12 ING: BRAKE SHAPE .[* WITH 5/8" EXP. BOLTS e 4'-2" OC (1 SECTION \g-2.0/ SCALE: 3/4" = |'-" OUAQAUUEEL TUOTANGUUERUUDOUTE AUHUUOUAUAUGGDAN EAU RRH TUT UUUUUUEQY EE UTOEATOUUUDENEUUETE CUTTER NUTT V2 "dial 12 12 PER ARCH[L TYP SEE DET. 4/S-2.0 FOR JOIST BRIDGING 22 GA. B-36 DECK CONT. WELD PLATE 3/8"x4"w I/2"dia x @'-3" STUD BOLTS @ 32" 0C L 4x4xI/4"x 2'-8" TO RECEIVE BRIDGING w 2-I/2"dia x 0'4" A. BOLTS 8" CMU WALL CONT 8x8 BOND BEAM (2 \ SECTION 6-2.) SCALE: 3/4" = |'-@" a — I/2"dia 3/I6Y 2-12 2 TYP TYP NOTE: PROVIDE EXTRA BEARING PL's AT 4 CORNERS OF BLDG FOR BLOCKING CONN. TO CMU BOND BEAM PL 3/8" x4" xO'-8" w 2 - 2" DIA x @'-3" STUD BOLTS (SEE DETAIL ABOVE) 22 GA B-36 DECK PUDDLE WELD EA. VALLEY 18" STL JOIST —~ CONT. SLOPING BOND BEAM w 2- "Ss CONT. BLOCKING L 2-1/2"%2-1/2"x3/I6" 8" CMU w % VERTICALS @ 4'-O" OC. & BOND BEAMS @ 4'-2" OC. 8"xl6" PILASTER BEYOND (3. SECTION \e-2.0/ SCALE: 3/4" = I'-O" 72" (é@\ TYP. PILASTER DETAIL > _ (1) "IO" CMU PILASTER w 4% VERT. € “3 TIES @ |I6"0C NOTE: TIES TO HAVE |35d HOOKS @ 2-1/2" RETURNS EXIST CONC WALL B-36 DECK PER ARCH STD. HORIZ BRIDGING L w L/R 4300 STD DIAGONAL BRIDGING L5 wL/R 20@. USE IN Ist & 2nd JOIST SPACES EA. END (4 TYP. JOIST BRIDGING DETAIL Lon SE 1-1/2" DECK SCALE: 3/4" = I'-@" \g-2.0/ SCALE: 3/4" = |'-O" tT LTT rar . Wty os /) | PER ARCH Cada Li. MTG Z Z | Vv \-— : : ! CROSS HATCHED UNITS ARE POURED COARSE GROUT FILLED REINFORCED AS BOND BEAM AT TOP OF WALL (@ BOND BEAM @ TOP OF CMU WALL -2@2 SCALE: 3/4" = I'-@" oe ae ct 5/3a"<4" FORGED . er D E TA | LL EYE BOLT we \@-2.0/ SCALE: 3/4" = |'-O" * CLEVIS (5/8") y 6-3/8" GALV. CABLE (14.4 k ULT.) MECHNICALLY SPLICED THIMBLE EYE BOTH ENDS (TYP.) ff P 3/8"X4" S$Q.-ORIENT ra to ANGLE OF CABLE ae a - he Aye L- STRAP AND TABS BY STACK eee a SUPPLER TO RESIST 1200* a EA. OF 4 LOCATIONS BOND BEAM _~ fo / ae ee (: N <a> 30" STACK BY MFR. 3/8" GALV. CABLE (14.4 k ULT.) MECHNICALLY SPLICED THIMBLE EYE BOTH ENDS (TYP.) (\@\ DETAIL 6-2.) SCALE: 3/4" = |'-@" 5] M24 HOOOUTAEA UONAVEAUOENUOCEGD PEAUOUOAUUOUTTOEE|AUMEHUTUUUATDOTED AUTEN TTA UUQUUUUUUAG TOOALAUEEAUAUOEOUOD WORM OUUAOU OUT AAT TUTTE TAHT NOTES: |. HOT DIP GALVANIZE ANCHOR ASSEMBLY AFTER FABRUCATION. 2. PROVIDE 5/8"X|2" CROSBY TURN-BUCKLE IN CABLE FOR ADJUSTMENT. CONN. WITH 5/8"X6" FORGED EYE BOLTS. 6" OR 7" 36" SQUARE OPENING PER MFR. / ay y L— CL OF TRUSS : - r SEE PLAN S | FOR DIM : | 0 | ) me in 3 a 9 aa 5 | | SEE PLAN | il. SE PLAN | | | | alo V3 | L4x4x1/4 q — . : CL OF TRUSS \ / r \ COPE LEG _/ NOTE: CONTRACTOR VERIFY LOCATION OF ROOF OPENING WITH LOCATION OF STACK (7 PLAN DETAIL @ STACK OPENING SCALE: 3/4" = |'-@" 2x8 BOND BEAM w (2) *} HORIZ. (SHOWN HATCHED) EXIST 7" CONC WALL KO et Nee rs a'-O" 2 Se, ee Se eS A RS&hnan RQR OAD” >” YA Bien | x 2'-4" AT EACH BOND BM SET 4" INTO (E) WALL IN 3/4" dia DRILLED HOLE. SET w EPOXY (3 \ DETAIL 6-20/ SCALE: 3/4" = I'-0" Description Mark archite 22003 66th Ave. West, Suite M6 Mountlake Terrace, WA 98043 t 425-670-9776 f: 425-670-8554 © 1998 Stamp Boiler Room Addition STRUCTURAL DETAILS Grawing: i Issue for Permit $2014 £,Jo/y! 43-21-99 Ejo 52.0 Sq 9-050 Sheet Number Se ee. 2 30-23-5 RENTON &*) : 600 W wz 30-23-5 aa BF SW RD Se | s : RH ER—— Fiero ee easement = pi Sa Se 68 he Te Or _SERPTLE SEONG ti AC Olympic P Pee a ar OR Soe BE. - ——— — ——— 6 6 2 ieai.78 4 |: P 20 ty 4 = ‘y | Glacier Park Company id nee nee j i pc —— es sss 7 ~~ — a _o. ~~ an a | 910.93 = = a C/y 7 ~ 4 i es fl ii Z 3 | io | 2923 “ h 4 - | rie ‘ = e gi? 1 sa 1 | o = , i < c: we) “af woh | | gi 4 4! 300 | = z bs Olympic Pipe Line Co. || a se & | ee be 7a {a *: i a 4 | r , eo HI fi \ Poet fg | it 182 Ac. COMMERCE ee P AR K ay | | Gov Tt. LoyT [ (62) 3 210 \ ~ Ss | BO.00 AG ae “ | 5 501 * w ~ | ae fe \ a / 9 lz (| a 1 (z 3 3 ff val pal 2 “a SL | 3 | . : E 1} §& 2 al 462 66 g f ! vem 173] Ie a i aca = “ “ Lj a , Mobil Oil:Corp. s—* ils | . : OR PN | F 7 a| 1! | , C) ' 8 mB Hy A BINDING SITE duh “ S 3 — and i rey 9 13 a N fs i =| | S | | : | ae 1.23 Ac nN — & 5 | ani 4 SF > 116,02 7) iG = ST g | 963.4% z S.W. er TH ‘ 3 7505 oe 03 m Pee 2 . era a] 3 fy * | 40 37H 385.7 Say KS pe = ®, || | ps Ij I ies B | . © fw | ! ee A | : | 7 yl ‘ P x32 Pa 3 Sia 3 (8 | % © uJ : > i a 8 ‘| | <q | | 3 ; 3) | ; : is] | : g I3| A Ke 372 40 el | | S.P 0394- 85 4 ~'8 _ 2; 25 : . iS} 3 SW. 29TH eo eeree wont sel “| z ; Ha sg ae A o meces ot a aE 57) RE) | — x 42 iL =tyS= hip” | | “Te s ei | = (A) QI : 2 | i ¢ BL! x is: Sie} r 4 za Za eo) tJ ci S i 4 . 7 Z 2 | > S.P.063-90 “) | (8) ' cd ee = | me > be 2 ¢p379-79 a ik O O = = 5 [| oO | 4 ols ~ wre > ! wre 245 1s ° q ‘4 | Aq a © a S| . ‘| | uu - ce —* i x za = 374 RS / | — : | Oo i (8) x“ | : 3 e : Bes pee th eae 7 __ 4 i | ‘ i (4) N 28 ' § . 3IST ST. Sau = S| a K oe ls ae 2 \ab’ 30 rs TE “> ® r Hy || SP LUA-94-064 23-5 rai ™ "ou || I diag SE || i | | 7 Az iL 4 9 | uJ f— 95 fg. LL a aR © ‘ad o B we Sas 1 pom a hy ae ae: < i | : 2 | i \- x]. | © 43! i} (3) ae “ Age . oc 0) = | ne ° © 43 e i jf)! LE : 8 ty 3 § i Wk |e f}——s E : = = Be 3° le : iad of =a as _ Sf (2) ne 4097 pS Y 5 SEE = = _ | | a) RS = 7 oo —h, 7 7 oa | 1;° a | x | { aa 3, lass | & i 3 0 eens if 281.30 a 2 sid é eds jy yr fi if i |X ig LC POWER ee ? O yea ale o| 2 Teaeit | . E g 3 8 s| Is 1 it ou y TS + 3 iB ad | a | hin i be iy a yh | GQ lg yy E : - r | i i ff: : | | y Od |i « | j i i “D a oo / | \ — li a “a= 363.53 a ij, > 265 iv 26. a Zz <q sw 40172 i ST. © } Jol 364.85 "SS = fs 3 { on: a uf Ly : + I a ce Mi [31 x & vf la | ¢ ‘ ¥/ > & a ke = B y / | if J°|, 8 | a ; Le 7 7 he 4 oy * — // > op) ui x a / 4 > Le a 7 \ q Me [2 SN ~) a oe i F Ne aa) 349 436 = e142 ae SB. ee, eS E — ink: / : <x 7 Ot X 1! N G T ON * ris Lf x | tae x 2 tes “4 ws, # 5 <= 7 ef 2 es din ce a Br 2 gs |. a] i ME. = NORTHERN i - 3 S — == = 30556 sears e A - ea =_T ~.-~ .8 = ne “E. — 2 i e-- —— . eal Is os ae eee a is a an re] f : 53, 485 33 20. man _ ys) e 2 SW. 39TH ST. : : —_———_——, "pan aS PE IBO 4 \ os & 7 i Y IN DING SITE PLAN ie ui | Hip tt = z | ai |p ; : SVELOP ENT py or 3 7 ae 2k e: J TY OF RENAN SI S.P LUA-96-146-SHPL ‘tion at ba Bey dec, wee we we eee eee sli | & MAR 3.0 49 at 555 46 20' | TRACKAGE ESMr S 82 at 394.27 u Bu, 99 @wepRy RAILROAD Riw $38.28 . TT 8 RAiRORD R/w Hs 7 30 R 2530 ee ee OI TRACT “Ba arom 241 — CEly sei — 2 4, | sr ED 43 | 5 #4 || “4 | if ne NOTE: Kroll Maps are compiled from Official Records and Field Surveys. They are producad for reference use * only and no warranty is expressed or implied. ATLAS OF SEATTLE COPYRIGHTED & PUBLISHED BY KROLL MAP COMPANY, INC., SE SCALE: | INCH = 200 FEET ATTLE PLEASE NOTE: Xroil Atlas Pegus are revised at leact once a year w'tn regord to piets short plats, ccndominiums, and corporate limits. Addressing anc stuctural information is sodsted less recuentl. This map is copyrighted in both farm #1 content. Reprodcctior in whede or in part, or transter-ing ints digital ferm, is prohibizess oy aw Copyrgh 1997, Kroit Mep Company. inc - Seattic, Washingicn. All rights resarved. LEGEND BUILDING [__] APPROX. STORIES HOUSE NUMBER RAILROAD —+—+—~+—+—+- MAIN THOROUGHFARE —————"_ @) cement TAX LOT NUMBER aA -99 ~050 ———— RD. VALLEY EA RD. “VALLEY EAST | nm OM fag “r TALBOT / : plo seen leon yeas “ait 2 ?O0 Lumber x: 285 09 Market RAOIO STAVIO™ ae ol ad "MRE? oa Bo pt ~ stisc (1) ha Sam Youn brat \ us Z rot & LO vl Renton Schoo! Dist No. 403 RENTON &'% 30-23-5 60 | | _) Thomas Teasdale Park 3 City of Renton oe reo mee 8 Ouse “0-8 : i) E MORRIS_,AV Bol . | 515 S.S.R. 2: 3 Fe Norman a Be ; A . - . gC = SP 197-78 2 y a i oa if ioe pa aoe ——— —_— is . ri \ G00 wE | k S/O ain i an i , fs 4 | iq g : 1 ah! | ne | ab } z EY \16 FA *\ at BM) : - NAT BA ay} + 4 . 7 < “ a 3. as ¥ 3 gress Kor Peacress Ve tinves*ment Co a ToL Nee TY { LI tik 10 B9Ac —, og 3330 | | Cd 2! ; a ; a yo Ao UB mein |} i2 533 48 soi | 14663 : RO 11 V i JV. Farre Werne! 5 : ig AL? o es ) ° @ | Fy 2i3 z (2) | = at 4)" = 4 nis qu, 29 oa is _ 2? ot? ¢p [342 | re: 3%, ae * * 4 ORE g - Emilio Pleratty ‘IB Ae ol (243 YY ; : j | | 1 i 10319 | | S.P. 014-8! | : : e (3) Howard | Hawkins Pt ~ . ~— , Yveloiss Mou i : | rs : a ‘ 32 go Sam ¥ ° | 6) / 2 45Ac} | (2% Bical f 2 AS Ac| : ay 42 = a = ig) j rn ' - a | j .3tRENTON CORP 34194 LIMIT. 323 5 ft AL, SES Ss SS ele | oe ‘ NORTF CAMPUS EQBINDI Le ieee NG SiTE PLAN NOTE: Kroll Maps are compil2d from Otticiai Records and Field Surveys. They are produced for reference use only and no warranty 's expressed or implied 3-30 i 665 f : 9 Pa Ber ‘ | ; am a —_+—- ! | % ! | @ i i 1 1 LEGeENOD APPROX STORIES OTE eek Ates Pages are av secet <2 eave UPS abe corp hyeet wrt agar. cu plans Dantetuet ara fcr aie is ATLAS OF SEATTLE BUILOING [] HOUSE NUMBER tg RAILROAD es ivaha Sa alk i we COPYRIGHTED & PJBLISHED BY atte th wade eae an KROLL MAP COMPANY, INC., SEATTLE MAIN THOROUGHFARE ———"~""—TAX LOT NUMBER (25) LAP COMPANY, INC... 22 | wicaee 242, 8 ss) RENTON s C , oo AaB | , Ke e sf @} 6 icy SS S————=V— . 4 . oe j30 \ Gov't Lot 9 2.C. a ¥ 2 Pie = \92.71 Acres d | ee > =— ae Z 3177.4 pT pipe ant. 1026.07 ! ae at | . SA (G | a 335 | | = ud | | ~~ i 7 \ = ! : | So GLACIER PARK CO. wl i : S™ be g il OLYMPIC PIPE LINE leo, | \ 7 ‘a 2 | ¥ } | 49.85 Ac | / | Ni | a : aaa ! : \ SS > SS 00 TH = INE oF -} “ | 1 LINE=OF. TENA Y “ME ADER:-DONATION-CLA/ AM | N41 Ac \ | ; _ a rl. 58 - : \ Gov't Lot 10 : : ( at a 18.08 Acres g ~ \ “|| ra | \ | | \ | \) | | u | : | 2 \ | | \ | 6.43 Ac 13.55 Ac. fled \ T.L. 64 | 475.03 | 44046. 417 ’ \ al Pe ae & S.W. 27TH ST. \ \ - | - L \ oT GLACIER PARK COMPANY | \ | / 28.07 Ac | \ -—— nee / \ / \ ef ne: ™ 4 I905Ac A \ seep dees eect TL 4/ . \ ? \, \ == emma iy dais (Si eee Oe — KO Ot \\, ‘i i \». il | : ) * oly: z . mle % 8 wns e000 td 9 4 OF yi g i<| 4 XA al : mo Nes a le ae 3 is \ \ 2344 Ae ie z hy 6EM-te-SEE beteial (247.98 dass a 5 sm) y we 4 ! > N., Ky. seg tear ‘al 2$ 130 hae om : Te ee . pa ie ae eran + a ee = ae ‘ | Sass! \ isoeae | es ' SHPL- 125-89 ‘ ’ 9 2 CY f a S| |: \ } | \ j : < | vy | | | De et SON a a —! ™ ; i! ‘ i ° z GLACIER PARK COMPANY fi 3 ie Is : jj RB 6A {| |: i / "5 - La ns & WY) 4 4 a a i - oj la a z > sw. 34TH =m ST 2 fr / —) | O : I) i : [> jlo : Z ; : = 3 | | | - > S | | Zl | ie / | 4) Ac “ 7 p3 Tid — it | — 7 AE =, : oii 420.02 ! fed l 1 435 ] 3p 1 re 40 \ | ! _3 | — | Li wi oe = ' a ath pt ade 2 a5 6863) 4938 a | [a8 2 46002 | pom: L |Sl fs yal | | 2 Wel = 3 (S| \ r 2 ud aN * ne > io S x lal Fa al $4946 ie 6 3| O js 2 “YZ a ui ; > $36.35 oe 364.38 Ps, < o S.W. 2 6 BR 359.98 3 | WJ | = | <q 7 | a i 8 ES , a ae 3 “| ST. 3 g re Te) aoe = A - Gre Gil.» aia R449 mn, ' 2 Z _ : S — 138 16 6185 a ES __ ‘ 1905t_ 2 = s 3 ey ee TAA ROM Suteentapn) woe a: — I : | ® 4 LEGEND KroilM ighted in both form and content A \ i LJ \S 0 F SEA I t LE . rol Maps are copyrig | nan NOUR. PYRIGHTED & PUBL! D County TaxlotNo (%) HouseNumber Za) Reproduction inwhole or part or transfering into dijital MOTE, Kill Maps. ermeniuled Kern Slhonttseone COPYRIGHTE UBLISHED BY Building CZ CO Private Road £eS== form is prohibited by law. All rights reserved. ; i i i Approx Stories | Short Plat S.P 178144 ; KROLL MAP COMPANY, INC., SEATTLE and FieidSurveys They are produced tor reterence use only and no warranty is expressed or :mplied SCALE: 1 INCH = 200 FEET eTree a NOTE: Kroll Maps are compiled from Official Records W ZL I9 - 23 = 5 R E N I ON and Field Surveys. They are produced for reference use a ins hd 4 (27w\z T only and no warranty is expressed or impl ed. , ) oO ep /83 Fs : Zz oO 192 eines maciemenes” | Seometioe? ZS: | car pee tA oe iz t wa . 9 i Z We ™ ¢ we 4y a | ee Pes 766507 , are 2 . / S F : i 4 705 "s Lb e 3 8 Y VL 2n0 sures. renTon| {Ie BIG C. STORES INC. 265 om | wale Msn. LANDS. » | Gov't Lot | Pe gee 39.85 Acres B CHICK = ¢® A 2 ¢ ‘ 4.56Ac.. —" g , i HARDIE AVE. S.W. W 8-59 SENECA AVE. S.W. Bay | : 65" oe, t iy ~4 210 SAA ge *® . | 9) n SHORE bei 7L.60\| | STANLEY HOME it J ,PRODUTS. }NC. Poy Po Sos re = , 7G Ac.: 4 f meh i P EARLINGITON | dpczenerr | ; — ad 64] PaRK assoL. s Cy 60 i wn vib) rat i @ K4 * S 2 ie § 2.22Ac f 7.51. ‘\ wees wo 10.47 317.5 6 Oo : 297 Th. 6 | +] if q A oe 4 ’ at STAC. t 4 yw 160 rEg) 1 i J 858 it « l } Ds S| 865 RS rH " TL.29 Fi 0.72 Ac.S uf i 1 25g —Tl0 + c KEENAN PIPE oe Re Gta PARK NO.]1 eH ROSSA) | > R00 sy rb 5 5 HIINVESTMENT {& SUPPLY CO. on Penman 9 9) RC NG Vs oe ||) re! i] osm "4 thse inter chan: = ly . L . 4 “as ; nm | Bras . —j r ba BN ok a ot } wa JOT "ie ee 2 3 33. -E9 B36 4 3 x S| een ae t—| 4 vr “OS % Ss} we . % ay N Ee = a. pe 4 at L “Oe. L 11 cy % = i : pee 2 ca 3 : a = + + — Bi o6 i dq 5 ¢3 2 e or a 3 Z i z => q =] 1 23 ‘|service _*] re = [ido ly = g m 30 R STATION b. 3 : ” 239.51 4 > at \335E 5 ee :: (rena >. iii’ paar ae ae eens “Sa ee x — | i eds J | lo | | cae SS Ik (Oe | x ban 3eh ty a | | Ins zi : 4 42/5 ls || iy | | . (3) 5 | | ee Mi | i ! | (SS Se -_ mee os SS a eee oe = KP GQ Le i | BK I , i | en | } f mi — | ; i || { "4 o : | | . . wl of | 2 ¢° g 3 2 s aN } . Fe} Vy x & S f | x yey 1 S ks f fl kg 3 | v \ | Rats | | Q ! xt | 2 . | a : | : | ls \, st | af ; ' Be ts | | i i my po Iw oe 386.73 a ft So 515,92 LL £00.98 g aN Bo Ne a oe ee ee ee ee Ke 4 1s = 3 SW. 19TH ST. aS ° 967.09 = _. Sg = eS | i peo |” fe ” = t _ = R = oS oh | 2 veo 2? 3, ae : . 3 et ae a k 2 | 4 ni 4 * | Mids 7 | “79s : irs a eco | SO z a i oe te | rec Re = oe ae ° ° i ° ome... y wa 21, | fT ate F Pa Bg tO sgt a6: S we MTS ee ura Of fe | gs |, =_ * 8 ue za: A 3B ax 2 " a} | mi | & a | = wen gt |, - |e, . ag ca,0 8, fy 2 |B. 2 | 198.11 | 4. lil bd 8 ‘ IS 1 i484 Ac. E 19507 4 8 a 7 is 8 5 is e = A | ieee /3 & 195.08 i7 mn 16 (96 g iw 90 17 He) (90 4 SI 190 7 | —— T 755 T 790 T Te at (= 790 rT) Br! 3 oR Bou | 4+ oR ; + p+ 1 oF t | | 2 yok @' 4.4 q ‘ 7 2 L + ‘= | “% | 3 M4 ke 3 Oi 26 | - + rs | [ "75 [ 4° ry | [- a5 Si 4. Sey pe 2 | - 4 5 <— Fk . rc] 5 : TY | f Fi | : Bi 6 sict Bit aAist cil + b an F t 4 | = 1 eh mar Mists 2 : e t a Fy z Pa ‘ ase SG aT! tht ol tt : + + | z t v a 4 : 8 “mY ay el 20 + 9 Os crt he E ; j 9 10 ee . Fr : 9 10 ‘| > L : ' | z + t { b aed ' | Bou, 4 i ,8 i a ok ac: : n | i ‘a m | @, 4 o£ fal : ere Ga & er 3. 3 8 — : ares y2 § : a. oo 3 f oe cmp Peds gee — i + ee: ee eeeie i sewen* rer ae Sent Se ee . 24h) eS We ae eR ee S ~ “Ene. “(° — ATLAS OF SEATTLE LEGEND ia “PLEASE NOTE: Kroll Atlas Ps 28 a u vi ed least once a sorts Kenai " - , County Tax Lot No House Number Gaz) COPYRIGHTED & or SEATILE ener eres: condominisms, st en egg ia teeth ce soo is 600W | nd © Private Road == Se jatec | tly. Thi i ited i th f i 4 Caan mE: eH BOE Pamosrnace tamengies Soe tor teams moores stones Ta Srontiat SPB SCALE: 1 INCH = 200 FEET Copyrignt 1997, Kroll Map Company, Inc. - Seattle, Washington. All rights reserved. 4n 94-050 GENERAL NOTES |. THE STRUCTURAL DESIGN, MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF THE CONSTRUCTION DRAWINGS AND CONTRACT SPECIFICATIONS AND SHALL BE IN STRICT ACCORDANCE WITH APPLICABLE PROVISIONS OF THE EDITION OF THE UNIFORM BUILDING CODE (UB.C.) PUBLISHED BY I.CB.O. IN CONJUNCTION WITH STATE AND LOCAL BUILDING CODES AND ORDINANCES. 2. ALL CONSTRUCTION SHALL COMPLY WITH WASHINGTON STATE AMENDMENTS TO THE 1997 UNIFORM BUILDING CODE, CHAPTER 51-32 WAC. (WASHINGTON STATE ACCESSIBILITY CODE). 3. PLUMBING WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OF THE UNIFORM PLUMBING CODE (U.P.C.) PUBLISHED BY ICBO. 4. ELECTRICAL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE (NEC) PUBLISHED BY THE NATIONAL FIRE PROTECTION ASSOCIATES (NEPA). 5. THIS BUILDING IS UNHEATED SPACE PER THE WASHINGTON STATE MODEL ENERGY CODE. 6. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY ALL NOTES, DIMENSIONS, DATUM'S LEVEL CONTAINED WITHIN THE PLANS PRIOR TO CONSTRUCTION. IF AN ERROR OR OMISSION IS DISCOVERED IT SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT FOR CORRECTION OR CLARIFICATION. 7. DRAWINGS SHALL NOT BE SCALED TO OBTAIN WORKING DIMENSIONS. CONTRACTOR SHALL USE CALCULATED AND NOTED DIMENSIONS ONLY. 8 ALL DIMENSIONS ARE FROM FACE OF TIMBER OR METAL FRAMING, CMU, OR CONCRETE UNLESS OTHERWISE NOTED. IF CLARIFICATION IS REQUIRED CONSULT WITH THE ARCHITECT BEFORE PROCEEDING WITH WORK IN THE AFFECTED AREA. 9. NO CHANGES OR SPECIFICATION SHALL BE MADE TO THIS PLAN OR THE WRITTEN SPECIFICATIONS WITHOUT FIRST SUBMITTING A WRITTEN CHANGE REQUEST TO (A CHANGE REQUEST FORM IS AVAILABLE THROUGH THE ARCHITECT) THE ARCHITECT. IF DEEMED NECESSARY OR DESIRABLE TO THE SUCCESS OF THE PROJECT BY THE ARCHITECT THE REQUEST WILL BE ROUTED TO THE ENGINEER, OWNER AND THE APPLICABLE REGULATORY AGENCIES FOR REVIEW AND APPROVAL. ID. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO THE DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED. Il. REFER TO STRUCTURAL DRAWINGS, SPECIFICATIONS AND STRUCTURAL CALCULATIONS FOR INFORMATION, NOTES, AND DETAILS PERTAINING TO LUMBER, STEEL, CONCRETE, AND REINFORCING. ; 2. COMMENCEMENT OF WORK BY SUBCONTRACTORS IMPLIES FITNESS AND ACCEPTABILITY OF JOB CONDITIONS AND THEREFORE INVOKES FULL WARRANTY LIABILITY FOR THE PERIOD PRESCRIBED WITHIN THE APPLICABLE SECTION OF THE SPECIFICATIONS AND AS PRESCRIBED BY LAW FROM THE DATE OF SUBSTANTIAL COMPLETION OF THAT SECTION. 13. ALL WORK SHALL BE PERFORMED UNDER THE DIRECT SUPERVISION OF THE GENERAL CONTRACTOR. l4. SUBCONTRACTORS SHALL BE RESPONSIBLE FOR SUPERVISION TO ENSURE THAT WORKMANSHIP SHALL BE PERFORMED BY PERSONS SKILLED IN THE APPLICABLE TRADE TO REASONABLE INDUSTRY STANDARDS AND CONSISTANT WITH MODERN TRADE PRACTICES. I5. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND REQUIREMENTS SUCH AS BUT NOT LIMITED TO VEHICULAR TRAFFIC CONTROL, TEMPORARY GUARDRAILS, SIGNAGE, FENCING, REBAR CAPS, SAFTEY BARRIERS AND GENERAL JOB SITE SECURITY. I6. CLEAN UP AND DISPOSAL OF REFUSE IN CONNECTION WITH EACH SECTION OF THE SPECIFICATIONS SHALL BE PERFORMED DAILY BY THE CONTRACTOR RESPONSIBLE FOR THAT SECTION OF WORK NO REFUSE SHALL BE LEFT ON THE JOB SITE WITHOUT SPECIFIC PRIOR AUTHORIZATION BY THE CONTRACTOR. IN THIS EVENT, THE SUB- CONTRACTOR SHALL PLACE REFUSE MATERIAL AT THE PROPER DISPOSAL LOCATION AS DIRECTED BY THE GENERAL CONTRACTOR THE JOB SITE SHALL BE CLEANED DAILY AND DEBRIS SHALL BE PLACED IN CONTAINERS, PROVIDED BY THE GENERAL — CONTRACTOR, AT THE END OF EACH WORK DAY. IT, COORDINATION AND SCHEDULING OF PERMITS, FEES AND INSPECTIONS FOR UTILITIES WORK WHICH SHALL INCLUDE BUT NOT BE LIMITED TO BOILER, FUEL SOURCE, WATER, NATURAL GAS, ECT. SHALL BE THE GENERAL CONTRACTORS RESPONSIBILITY. THE GENERAL CONTRACTOR SHALL PROVIDE TRENCHES, CONDUITS, FILL AND LABOR AS REQUIRED NOT SUPPLIED BY THE UTILITY COMPANIES. THE SITE PLAN SHALL BE USED AS A GENERAL GUIDE FOR THE LOCATION OF UTILITY SERVICES AND APPURTENANCES. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO LOCATE EXISTING UTILITIES, WHETHER THEY ARE SHOWN ON THE PLAN OR NOT AND PROTECT THEM FROM DAMAGE THROUGHOUT THE DURATION OF THE PROJECT. THE GENERAL CONTRACTOR SHALL BEAR ALL EXPENSES FOR THE REPAIR OR REPLACEMENT OF UTILITIES THEIR APPURTENENCES OR OTHER PROPERTY THAT MAY BECOME DAMAGED BY PERSONS UNDER CONTRACT, EMPLOY OR SUPERVISION OF THE GENERAL CONTRACTOR WHILE EXCUTING THIS CONTRACT. ACTUAL PLACEMENT OF ALL NEW UTILITIES SERVICES SHALL BE AT THE SOLE DISCRETION OF THE UTILITY COMPANY. THE GENERAL CONTRACTOR SHALL CONFORM TO ALL REQUIREMENTS OF THE UTILITY COMPANIES. 1a. ALL PERMITS SHALL BE OBTAINED.BY GENERAL CONTRACTOR UNLESS OTHERWISE NOTED. 19. PERMITS PERTAINING TO SUBCONTRACTS SECTIONS OF THIS PROJECT SHALL BE OBTAINED PRIOR TO BEGINNING WORK IN THAT AREA BY THE SUBCONTRACTOR ENGAGED IN THE PRACTICE OF HIS TRADE IN THE RESPECTIVE AREA OF WORK WITHIN THE SPECIFICATIONS AND SHALL BE RESPONSIBLE FOR SCHEDULING INSPECTIONS AS PRESCRIBED BY LAW. _ 20. UPON SATISFACTORY COMPLETION AND FINAL ACCEPTANCE OF WORK BY THE GOVERNING REGULATORY AGENCY AND THE GENERAL CONTRACTOR , THE SUB- CONTRACTOR SHALL CONVEY TO THE GENERAL CONTRACTOR ALL PERMITS AND RELEVANT PERMIT DOCUMENTATION. 2l. IF REQUIRED BY THE OWNER, THE GENERAL CONTRACTOR SHALL BE BONDED, INSURED AND LICENSED BY THE STATE OF WASHINGTON AS PRESCRIBED BY STATE LAW. FUTHER, THE GENERAL CONTRACTOR SHALL PROVIDE THE PROJECT OWNER WITH PROOF OF CURRENT WASHINGTON STATE LABOR AND INDUSTRIES COVERAGE FOR EVERY EMPLOYEE WORKING ON THIS PROJECT. 22. ALL SUB-CONTRACTORS SHALL PROVIDE A COPY OF CURRENT STATE REGISTRATION AND PROOF OF CURRENT LIABILITY COVERAGE AND BONDING, IF REQUIRED, UNDER CURRENT STATE LAW. FUTHER, SUB-CONTRACTORS SHALL PROVIDE PROOF OF STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES COVERAGE FOR EVERY EMPLOYEE WORKING ON THIS PROJECT. 23. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATING THE WORK OF ALL TRADES AND MATERIAL REQUIRED FOR THIS PROJECT. 24. THE APPROVED SET OF PLANS SHALL BE STORED IN A PLAN BOx AND SHALL NOT BE USED BY ANY WORKMEN. ALL CONSTRUCTION SETS OF DRAWINGS SHALL REFLECT THE SAME INFORMATION AS WELL AS ALL REVISIONS, ADDENDA AND CHANGE ODERS. THE CONTRACTOR SHALL ALSO MAINTAIN IN GOOD CONDITION ONE SET OF COMPLETE PLANS WITH ALL REVISIONS, ADDENDA AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES AND WHICH SHALL BE UNDER THE CARE OF THE JOB SUPERINTENDENT. 25. ALL OPERATIONS CONDUCTED ON THE PREMISES SHALL NOT BE OBJECTIONABLE BEYOND THE PROPERTY BOUNDARY LINES BY REASON OF NOISE, STEAM, ODOR, FUMES, GASES, SMOKE, VIBRATION, HAZARD OF OTHER CAUSES. IN ADDITION, THE CONTRACTOR SHALL MINIMIZE DISRUPTIONS OF ADJACENT TENANTS DUE TO NOISE, ODOR, CORRIDOR FUMES OR VIBRATION. ALL COMMON LOBBY AND CORRIDOR SPACE SHALL BE KEPT CLEAR OF DUST, DEBRIS AND CONSTRUCTION MATERIALS AT ALL TIMES. 26. ALL WORK SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S LATEST RECOMMENDATIONS OR WRITTEN DIRECTIONS. 27. WHERE DEVICES OR ITEMS OR PARTS THEREOF ARE REFERRED TO IN SINGULAR, IT IS INTENDED THAT SUCH SHALL APPLY TO AS MANY SUCH DEVICES, ITEMS OR PARTS AS ARE REQUIRED TO PROPERLY COMPLETE THE WORK 28. ALL WORK SHALL BE GUARANTEED FOR A PERIOD OF ONE (I) YEAR AFTER COMPLETION, UNLESS OTHERWISE SPECIFIED AND SHALL BE SO STATED IN CONTRACTOR'S WRITTEN PROPOSAL AND AGREEMENT. ALL REPAIRS, CORRECTIONS AND DISCREPANCIES ETC., MUST BE MADE WITHOUT ANY ADDITIONAL COST TO THE OWNER, AND WITHIN FIVE (5) DAYS AFTER NOTICE IS GIVEN. 29, FLAMMABLE LIQUIDS SHALL NOT BE PLACED, STORED OR DISPENSED IN THIS OCCUPANCY ' EXCEPT AS PROVIDED IN NFPA. STANDARD 3® AND THE CURRENT UNIFORM FIRE CODE. PERMIT MAY BE REQUIRED. 30. ALL ITEMS MARKED ‘N1.C.1 ARE NOT PART OF THIS CONTRACT. ~<a SW. 27th STREET | ZG 69.D0' | WINES Y Z EXISTING WAREHOUSE AREA OF WORK . 62054' Se) _SW. 29th STREET 4 NEW PARKING STALLS (9'x22') WU, =, % Y Y Y Y Y | TO NE OVERALL SITE FLAN 702' __ SCALE: |" = 80'-@" LOCATION MAP (nts) [. AREA OF WORK \ r Ye Uj \\ EXIST DUMPSTER | | | | | | | | | WW \ 35'-3" XY SSAA | \S i | YYMMMHMM@#E@M: YYYYyyy | / ta NEW BU Ke i) EDGE OF EXIST. CURB C. SIDEWALK ¢ CURB, I DEMOLISH E> ETC. INSIDE NEW BLDG. ASPHALT PA ENVELOPE. REP Q PAYEMENT A KUN j ATCH DISTURBED ERIMETER OF BULDING. NN SS —< 4" DS EXIST. CATCH BASIN (TYPE |, RIM @ 98.22', INV. @ 92.43') NEW LANDSCAPED AREA NY PATCH AN b AS REQ. Q > WN CONC CURB MAIN a NEW U/G@ STORM SEWER LINE TO EXIST. CATCH BASIN NEW OILWWATER SEPERATOR N DEMOLISH EXIST. CONC, CURB @ LANDSCAPED AREA PROVIDE NEW CURB AND GUTTER TO MATCH EXISTING TO EXIST. STOR” SEWER ENLARGED PARTIAL SITE FLAN SCALE: |" = Id'-@" PROJECT DATA PROJECT ADDRESS: 321 SW 27th St RENTON, WASHINGTON GOVERNING CODE: S97 UBL. (STATE OF WASHINGTON AMENDMENTS) USE ZONE: IM OCCUPANCY: Fl CONSTRUCTION TYPE: II-N PARKING: 4 STALLS DELETED, 4 STALLS ADDED. SEISMIC ZONE: 2 NEW BUILDING AREA: 954 SF - SEPARATED FROM EXIST BLDG. BY AREA SEPARATION WALL ENERGY CODE: I9Q97 WASHINGTON STATE ENERGY CODE BUILDING IS NON-HEATED SPACE PLUMBING CODE: iIZ27 UP. CONTRACTOR: TO BE DETERMINED PRIOR TO PERMIT ISSUANCE MECHANICAL: BIDDER DESIGN (UNDER SEPARATE PERMIT) ELECTRICAL: BIDDER DESIGN (UNDER SEPARATE PERMIT? SPRINKLER SYSTEM: NOT REQUIRED PARKING SPACES: STANDARD STALL - 137 SPACES (INCLUDING 4 ACCESSIBLE STALLS) COMPACT STALL --- 12 SPACES FORALL. san no mo mgdien 9 149 SPACES SITE AREA = 3652026 SF. TOTAL BUILDING FOOTPRINT = 182,200 SF... TOTAL AREA AVAILABLE FOR PARKING = 182,484 TOTAL LANDSCAPED AREA INSIDE PROPERTY LINE = 33,683 SF. 33,683 SF. / 182,484 = |85%> 7% (5%+2%) DESIGNATED WILDLIFE HABITAT AREA INSIDE PROPERTY LINE = 7,739 SF. 7,7395F. / 365,206 = 21% > 2% DRAWING INDEX TI@ COVER SHEET, SITE PLAN, ENLARGED SITE A-| FLOOR PLAN / BUILDING SECTIONS / EXTERIOR ELEVATONS A-2 WALL SECTIONS / DETAILS / ROOF PLAN S-| FOUNDATION PLAN / ROOF FRAMING / DETAILS S-2 DETAILS LEGAL DESCRIPTION LOT IIBLOCK |, DIVISION |, SE 1/4 FF NW I/4 OF SECTION 22, TOWNSHIP 23 N RANGE 5E BURLINGTON NORTHERN ORILLA INDUSTRUAL PARK OF RENTON TAX ID NUMBER 125 38D Dild Description Mark @© 1998 22003 66th Ave. West, Suite M6 Mountlake Terrace, WA 98043 t 425-670-9776 f: 425-670-8554 Stamp S = 5 = F BE? é& Sii eZ Location: Drawing: For. i lIesue for Permit E 9014 E,JO 93-21-99 |jo 171.0 Sheet Number 20'-@" ”_ lo"xle" CMU PILASTER 8" CONC. is oi 4°5" METAL <a. EB elite ail GUTTER # 4"x4" 7 212" ROLL-UP Powe evi Ie TOP OF EXIST. 3'-4'"X6'-O" el re TOP OF EXIST O/H METAL DOOR CONC. WALL CONC. WALL (5 — “\ \ mera aes a yt: CONC. WALL ar -* 7 —\— : &" CONC. = to 8" CONC. 2) j MASONRY MASONRY 1o"xle" CMU ahs. : \ ae Si UNIT UNIT PILASTER : an ae i = _)A 2 =| | N wth i EE nl | | i \ a \___T. 7 5 _ = va i Y \ \ \ : “\ \ WA \ \ 4 | NX \ Fe . \ wa — % 7 = I | ® \ A SS - 2 » \ E b NN Ser § | 7 \ = — , , ' Q Q a Q o 1 1 __ 1 | | === Q Q : @ i y N N “N | | I ———— / : Q ees 3 | | TOP OF NEW 9 aN : = @ ‘ re eT PERRO |i ASPET ee EXIST. FLOO | Sr nae ST re ee oF nee iy - I | we es = ere ura | @ On DOOR a — a Lev.slo000' © . re eee ee AA ; a 2 ELEV=9800 © : | | z ~ CONC. FOUNDATION — CONC. FOUNDATION < | = | CONC. FDN. | LAL. 8"X8" CONC. CURB ai. js ai WALL 2 Z nl | 2 = 1 I | 43 ‘ | a yp 1 SOUTH ELEVATION EAST ELEVATION WEST ELEVATION < Mis 7. i a” f ; 4 SCALE: 1/8" = |'-O" SCALE: 1/8" = |'-O" SCALE: 1/8" = I'-O" 4 e - 4, _ ic) ‘ : ool eee eee | aie | e az C= pie ; —— S 3 Se (A) BUILDING SECTION (N-S) A gle 9) AEE re pe cuouy ; =e seer ma SECURE TO EXIST. ‘3 = Sete Coe CONC. WALL W/ g o L > ge -_ Tet" METAL DOOR W/ oe imino a.| = v I9'-3 -G = Vv METAL FRAME Va I'-5 3/4" = o ah | 4 1 iN Z , db Q —— il Y ie Va - 7 | {ye 7 he Leg ‘ | IpN ae Y ( t sal S-1OP'» g 2 — IliGhTED axIT SIGN a wt t NOY Fh 7 , $s K : all +o ; ¢ a : B ' " ' a — — 1 s y \ : - @ IB" AFF. i 4'-o" | 3 ¢- af alae —— ry Q y 8! (2) TUBE, FLOURESCENTS ———> phn 4 © \ “ Y | (& CHAIN MOUNT UNITS) iL ‘ 1 oat \ a . Sp GS ‘ t J | I ay -Ge oy 3'-4"%6'-O" 5 J és : | \ -- - METAL LOUVER 7 =" ELECT. PANEL dh | wu ‘ | I \ os a qe | @ 15! AFF. " J Q t i ¥ TACK 7 0 Bp ARE Z _ TRENCH y m9 | il : ; ; a \ 7 A | DRAIN y | \ Z 8 A C — rl / g |i a ! y 8 Q : a Z L} J I 4 ~ : | SLOPE 1/4" PER FT. ol / Pd y |_] Z G Z % - TT) 1 4 x ”) G-OF-STACGK (\Y te || / i W , 8 y —- —p- ti =| = ‘yg! 27, —s=* _! ZL a 0 Y 5 5'xX 8 f, nA YA, \ (Z - ai Z ¢€ > HPR Z iH 0 ‘ ‘i ny LAYOUT 4 S z Z bs ss N J cLeAvek Y Ss 4 z i y BROOKS ; t , \ ro BOILER PAD yy ir A Z OO P| o A) Ww ' w on ' ul Y. ti vg BOILER Vi S J ‘ z im : - / & 8 GAS LINE —|, | *t Si : Y, =| a ( ) 4 : ais’ AFF. | a= | = = = y | = ~<a - = BS \ o- i us — rm q al 2 EMERGENCY 4 LB A. 9) 0 . . i EYE WASH | INK 1 bs =] Z ry a “ i iy Z 3'-4"*o'-D" = y / / A METAL LOUVER x Z y, io SILL HEIGHT x =o - @ 8'-—" AFF. = . : SLOPE_1/4" PER FT. seme keys, Me ; = 2 Abe LY. — i. INTO TRENCH etre ce =IWN - 2 S HOLLOW CORE WATER : . = i DRAIN (OIL LINE) SELAL Doon Wi Aaa ty t = 8 S METAL FRAME > “ =| Je) 2 om es : a session <iq => t LIGHTED Ex(T|SIGN / , ss C) C) y ; = | Z Z, % = = Z To Dy CLL, YL y LEO 7 os, Ee thy LGA A) = = \ ies ve we ee 4 Vb bo tL. Oph th se { Poa : Ff 5'-3 3/ w f or a'-6" '-O!" "og" '§@" 7'.\" 3'~9" "4! | 12'-@" le "4" 9'-g" On — s a. e" 6" 2e'-2" \ ~ eto, = a 5 27'-4" . a Cin Ms, S £ S 3 Onn, i 4 Rey, moc « E , . Mi ; ; 2'-O"x12'-O" OVERHEAD A P 30 1 v OME i 5 i N ROLL-UP DOOR MANUALLY &a S99 OPERATED. & TRENCH € UTIL ITY LAYOUT N Ep fi lesue for Permit SCALE: 1/4" = I'-O" 3 2014 £,Jo/y! FLOOR PLAN g 3-21-99 fJo SCALE: 1/4" = I'-O" : Al.0 2 — 3 o 4 ‘ecm tment a ee _ a a Ra IOP i A : (4 METAL ROOF OVER : \A-2.0) 5/8"18 GA. SUBGIRT - I2'-1 3/4" @ 4'-O" OC. OVER 5 METAL ROOF OVER — a a oy 1-1/2" METAL DECK ra 5/6" STEEL GIRT ? SEE STRUCTURAL SHEETS ‘3 OVER METAL DECK 8 e (“2 \ [ Aj METAL PALTE eat) \A-2.0) _ TOP OHIEXIST. CONC. la SEE STRUCTURAL x Ie | PANEL Fev. 2 126.67' SHEETS METAL FLASHING PER METAL. ROOF <4 4'x5" GALY. IRON GUTTER MANUFACTURER a § TOP OF CMU - — i ELEV. = iaoo® A 2G if - AZ Aan cad LA e@2 ef / . % F OY LY, an VALI &" CEMENT 4"X5" METAL GUTTER zs a f MASONRY UNIT | a ye ff Sf . fe Z A G OF BOILER 3 2 My H /TACK V4 wf, 8" CMU BOND BEAM ia LZ. z SEE STRUCTURAL SHEETS yj 77 y | = : EXIST. CONC. S vs ; y top 5 y WALL wg Yo _ uni? , co A Vy x yom Z . a = S E-S TACK n — sj N, YZ, mM S - a o 2 Y J L219 m3 ; (2 ROOF EDGE DETAIL uu \4-20/ SCALE: 1-1/2" = I'-0" © 2 os an ES QD g o CMU BOND ; 3 BEAMSEE | “a 2 EXIST. COPING x s SHHET A-3.0 P| ; PS Ms. Va | ae TOP OF EXIST. CONC. a. n Ss WALL ELEV. 4 126.67! nN He |] @ = a Z % sé aad Cana ——— = Ooms ; e\— Goad Bon 2 Go MANUALLY aaa eae ~g OPERATED | a een METAL FLSHING ROOL-UP O/H | \ METAL DOOR 5 he ieee eee EXTERIOR a METAL SHELVING ACE OF CMU 8 P| SEE STRUCTURAL — a EXIST. CONC. WALL 4"x5" METAL GUTTER W/| -4"x%4" DOWNSPOUT te @ EAST END. CONNECT EXIST. CONC. TO STORM DRAIN. WALL ate CMU BOND BEAM walls oo BEYOND. SEE 5 = ee STRUCTURAL N : = je oO ROOF PLAN — SCALE: 1/4" = |'-O" <a (\\ ROOF EDGE DETAIL — \Q-2:0/ SCALE: I-12" = I'-O" a EXIST. CONC. 25 GA. STAINLESS STEEEL METAL ROOF OVER —— E ple ee epee STUDS (TYP. ALL AROUND). SEE STRUCTURAL a= METAL ROCF OVER 5/8 STEEL GIRT = 18" STEEL JOISTS See ST AIOTURAL. OVER METAL DECK i = [an ee METAL FLASHING i a 2x8 PLATE EXIST. FLOOR fa INET AL eT / Ll « BLEV. 2 19.20' = 7 | TOP _OF CMU BOND ay S < “7 BEXM VARIES ’ a ! Pee SHIN “ 2x BLOCKING Vy _ Fa 4 FIN. GRADE eed || eee TOP FLOOR OF NEW 7 Z, ” CONCRETE xX a — —— - — Z 7 ae 4 : me tars tpi hose , ' STEEL PLATE W/AB. 47 fas oOo — i “AE ew ee DLE ey Cisisoene a FLOOR ELEV. = 98.02 oe SEE STRUCTURAL. yy y << g SEE STRUCTURAL . Soa ; Sg “4 a ve _ aoe : ‘ Ag - , a : xs Fal 4, = eS ng as. 8" CMU BOND BEAM Y, iS @ § a a een 2 Og ? ee Piet os ees ie ee W2-% REBAR A Vy (2\ SECTION THRU ROOF OPENING ce S 8g oe a oe ies EERE. FILL WITH CONC. os os \e20) SCALE: 1-2" = 1-0" = B FOOTING Zz oe o> wo BD 2 CUT CMU SEE STRUCTURAL My 2 = = ; Ve \, Ue ; i = 8x i i 5 i < Sees heik “<LOp ~ . | i ea Ciry Sr asad Rey Ann, | fi It (1 WALL SECTION (2) WALL SECTION /s\ ROOF EDGE DETAIL , : Map ering | seus tor Pen \4-20/ SCALE: 3/4" = I'-0" \4-20/ SCALE: 3/4" = I'-0" \e29) SCALE: ia" = Io" | REC “9 1099 E2014 Enlovy' , B15 Ve g 2-2|1-99 8. Jo ¥ Oo SA-4G-OFO SR GARR ER ee BRIE RINE S SI INIT OE ae meena: tytn ne nm a is a . ae EXIST. CONC. WALL Ez (5 EXIST. 7" TILT-UP CONC. WALL ae es = | \g-2.0/ EXIST. S$.0G. J ELEV.=98.00' y V4 VA . P as + : on rn TT YT! | ja : 1] || Podot | = | | | | | _ \ ox 4 (12 a EXIST. FTG. i cot re | | Q . 6-2) Let Ete | |! || f ICS “ Seb Se ) = | | x, EQU 5.0. ELEY. 3" DRY PACK 7 | | |. | - \ / < a } | | | | | | = . > % _ *. . “| ft 4 ' | | “+ = fi. a a UNDERPIN (E) FTG. IN 4'-@" LONG HT | I} 1 7 \ 4 oY vo ma. © 27 4D aa SEGMENTS. CAST IST. 4TH. SEGMENTS ly |! ae | | | ra) =| gaged. AT ONE TIME, 2ND. @ 5TH. NEXT, ETC. l | 27'-4 | | | \ < “Be ee fa I} |! } oh we | i | | | | = | W-5 3/4" STACK STRAP SEE 6-20) No u . Pa eC wel Q : , 5'-8 3/4"_|'-Q" B'-6" pli-O2'- 1/4" )'-@" pet : | ° 7 aN 4 | = fa) el (ai | | | | * / / 2 5 I} || | | ROOF OPENING FOR ae: “11 | | CONST. JOINT 1: a [= oo l | | BOILER STACK SEE \g-2.0) | = ly |! | 8 | I] | y| 2-"5 FROM NEW 3 id : ; | CONST. JOINT |] | I 7 FIG. TO EXTEND a) I} || cA | 1} |! 5 INTO UNDERPINNING | | ! i | | | | l6"Xl6" PILASTER th 2'-O" & 7 " " I} | | 1} | SEE “> l6"Xl6" PILASTER : . | | : . | : cr |! : (TYP.) 2 a —— NEW 8" FTG. BEYOND = -| a : all | a | : : al 8 \6-2.0/ © 3 11 SP TT di | i 1 if ft if || S 9 ¢° 8 ytd ipa mat i fe (E> SECTION | eH | | | | { ah SCALE: 1/4" = |'-O" = i} Ti | | : | an ul ©] uw \s-10/ FS li ye i I |! | iy | | | const.voint |] |! ul /* ul i ‘ Ht n pnp! | | | I] |! 4 in| tT a | RAILING. SET IN 4"° x 6" CONC. BLOCK WALL W/ 2 I} | | | | I) |! : x ® 0) Y= x HOLE PRECASTED IN CONC. WALL FLANGE ; I] || N 1 | A | | g - / 0 ao)‘ 2 = SLAB. FILL PERIMETER W/ = : I} | yt | \6-10 I} | ms $ - ¥ - 1) 5 CEMENT GROUT. 1 : nn | | | l l} || - . 0) 7 Q \ » 3 RUNS @ E 7 I} | : | | | 1] || ia / 2 > aN 12" = 3'-O" 4'-O" | | l | | : | | Z e . " Hy |! | | | | ly |! / \ LZ 2/8"* GALY. CABLE | i dy " | ' I} | | (4 LOCATIONS) I] Jl } $ 1 | | ly |! / , \ 2 = | . CONST. JOINT 17 —i_f. 1 | | | - | | ele i! | 2 yy 1} | 9 f - — + I} || 7 = | | I} |! - (12 I6"XI6" PILASTER lo"xle" Pe (12 Q z @ |= ‘ i} | oO} | >| i} | I} | // “e20) , 29) fh g ~ I} Jl *rS5 ‘p== | ly |! : ~ : TYP. 4 ig Cals el CONC. SLAB ON g a.| = ~ => re , 96" DEEP LINTEL | "IOC. 41 COMPACT t rt PLeaaa fy Loa a aah yop - 7 ! paar | p | cz: “ Ay CORNERS MIIPIPLE OF Grek An ILL | : 7 SLAB EIA. WAY BN yc enc esse er ea ae eee enorme a pa get a — eh a es om eis ne = . 8" CMU WALL ) i] 3'-4" "24" i) 4 " "4" a'-s" W ; ° 4 : 494 q 5'-8" I2'-9" I'-O" \ ry Se D = Ve 0 tigu Q $230 ) 2e°8 NOTE: PROVIDE CONTIN. 8x8 BOND ¥ 2 RE ee AS A LINTEL AT EACH DOOR HEAD. a 4 C.J. = CONTRUCTION JOINT +3 F Nn 4 j FOUNDATION PLAN SCALE: 1/4" = I'-O" al SCALE: 1/4" = I'-O" es le (=#>\ SECTION THRU STAIR CONT. GALY. L 1-1/2X1-1/2*3/16 S-1—] SCALE: V4" = 1-0" cs ALL AROUND PAD. o" |'-@" 6" v Fr " " <@ y Ww ' 1 a 3" 3" 3" l6"xl@" CMU Ss = S @ 48" OC. VERT. PILASTER = , aT \— a _ ae | | E Lo | -—y- | ur *S CONT. | | 2 STXQ ~F P+t/O . ; AY |4 oe hee ee ee => Z=/F . S z Ty I T 4-6 VERT. = | = Ww) i > : 's iS) {ay l6"xl6" PILASTER BEYOND *3 TIES @ lo" OC. | tes ee A ALE : = ty ul 7 2 | Vy ~ ert ©1210 . oe 1a STUBS TO MATCH qf Ww STUBS TO MATCH A\ oui lye CMU VERT'S. , | | I Al COL. VERT'S. Z\ ( Tes OO v0 i Go ob C . Z bk —- — -% — — 1) sdge%0 0 ‘J ae "5 @ 161 OC. VERT. xle" CONC. S "3 @ Z OL. eC 1 LASTER 91_g —_ EA. WAY | 0) ONO ao | RA “ — +4 @l2" DC. HORIZ. le fo" Is" OC. (TYP.) “14 a aly 6" CONE. SLAB ON GRADE -— 6: CONC. SLAB ON GRADE OVER © ras) 12" THICK CONC. PAD (A SECTION @ BOILER PAD : | | OVER 4" COMPACTED GRAVEL 4" COMPACTED GRAVEL (TYP.) p=) rs OVER 6: COMPACTED SCALE: 1/4" = I'-O" | | (TYPICAL). Ss ma ELAR FILL ~~ TOP OF $.0G. TOP OF S.0G. ro! a 4 gliN GRADE Bh. Z ELEV. = 9800’ _@h FIN. GRADE ELEY. = 28.00' Om << —_ 7 = = x9} zZ “aE oie 4A + é = Qa. 8'-6" ; oe" |'-@" 2'-D V4" |'-@o" 6" = ; LQ O80 Ob M . oS = - 4 i , — ot) b Se Ky} =) Oo : 4d Ay a eae “ ce = *4 @ 12" OC. TOP "S @ 12"OC. TOP , q — | lg. 0 pe : & BOTTOM - LONGIT. t BOTTOM - TRANSV. *8 @ 12" Od. EACH WAY wal G] | _ = , | 2 s. 2 y 1 a | Leon 2. ii 3 5" ES" 5" ¥ Pr # —— a — ree ae - Oa, E | 5 E a og ; g _ “Yon, . ‘ a 4 Cir, “EA ‘ aA Y¥o-Nr scene eros ees Go sme ei Mgt ak ew , 9 REY ei fl leeue for Permit 4.4 4 2 a . On “NG Ie Te TO, (Bp \ SECTION (fc \ SECTION ee ee Seb “es 3 SCALE: \/4" : |'-@" SCALE: 1/4" = |'-@" <Ce), Vad 5] 3-21-99 i Jo S-1D, $-12, JEP § Oo Fn. Sa SABETOY RAM TRESS ILI “v\ EXIST TILT-UP : 6" OR 7" ins neh if A p . 36" SQUARE OPENING PER MFR. i rAl &x8 BOND BEAM w if V2"diaLt 12sTYP . 4 es (2) S HORIZ. t. 1-1/2" B-36 DECK , a Sage (SHOWN HATCHED) a) ie SEE DETAIL 4/$-2 FOR 12 . / _| ferent ar eet eimniiene nN JOIST BRIDGING = — \s aa 8 i PER ARCH © Nf s Wad B-36 DECK 2'-o" AM 7 __| CONT. 1/4" PLIBRAKE SHAPE tg fs ett: i Lr | WITH 5/8" EXP. BOLTS @ STD. HORIZ BRIDGING L w L/R 4300 ; . SX at SN 7 4'-@" OC - | POONA *% =R- a ” a bgt | SECTION = = hs /\ |: \/3 . SCALE: 3/4" = I'-O" \9-2.0/ CALE LZ) x 2'-4" AT EACH BOND BM SET 4" INTO (E) WALL IN 3/4" dla 5 DRILLED HOLE. SET w EPOXY in 3 aye : . | | | | SEE PLAN sale SE PLAN 8 'diaLt 2<tYP (5 is 2 2 DETAIL PER ARCH[ EXIST CONC WALL eee \g-2.0) Sa ca cee : = => A | L4xdxl/4 : ; |. ; | ‘ - SEE DET. 4/S-2.0 FOR © S = JOIST BRIDGING —_— = X 7 — CL OF TRUSS = 22 GA. B-36 DECK STD DIAGONAL BRIDGING L5 Ps = CONT. WELD PLATE wL/R 200. USE IN lst \ a / hf = 3/8"%4"w W/2"dlia x O'-3" & 2nd JOIST SPACES EA. END COPE LEG Z STUD BOLTS @ 32" OC 2 = L 4x4xI/4"x @'-8" TO RECEIVE i< = BRIDGING w 2-I/2"dia x 0'4" = 2 A. BOLTS NOTE: CONTRACTOR VERIFY eg ® = WITH LOCATION OF STACK | —_E a (4 TYP. JOIST BRIDGING DETAIL | : : Wo. tian BOND BEAM \6-2.0/ SCALE: 3/4" = I'-O s 7 \ PLAN DETAIL @ STACK OPENING -_ - =) 7) SCALE: 3/4" = |'-O" : e 2 = ssa (2 SECTION : @= \S-20) SCALE: 3/4" = T-D" 8 2 2 | - — oe |'-8" YY LAP SPLICE REBAR Pa \ 1 BETWEEN COURSES /2"clia DAtyP ; Yate | SorsektYP | Yi, bs ) PER ARCH wove cmos Bae = LALLA INET WALKED. CORNERS OF BLDG TO CMU BOND BEAM 7% LA PL 3/8" x4" xO'-8" w OL 2-12" DIA x @'-3" /\ é \\ FOR BLOCKING CONN. STUD BOLTS I I I I A] ] I a I I (SEE DETAIL ABOVE) sO 22 GA B-36 DECK PUP LE WELLE EA, VALLEY CROSS HATCHED UNITS ARE POURED 18" STL JOIST COARSE GROUT FILLED REINFORCED ( TYP |) AS BOND BEAM AT TOP OF WALL 3/lev2 Les SE 1-1/2" DECK | i ie £ (@> BOND BEAM @ TOP OF CMU WALL | ep } | | \8-2.0/ SCALE: 3/4" = I'-O" CONT. SLOPING BOND | BEAM w 2- Ss i cana ne ‘ere RRO ARENT RGanEIDR Hotter ent eng ne | CONT. BLOCKING ie =x “Le L 2-1/2"%2-1/2"*3/I6" | ao . 8" CMU w % VERTICALS 5/8"%4" FORGED ge DETAIL | @ 4'-O" OC. & BOND EYE BOLT ee \6-2.0/ SCALE: 3/4" = I'-O" | Se eee ~— CLEVIS (5/8") 3/8" GALV. CABLE (14.4 k ULT.) MECHNICALLY SPLICED THIMBLE EYE BOTH ENDS (TYP.) J P 3/8"*4" $Q.-ORIENT 4 TO ANGLE OF CABLE at — wee STRAP AND TABS BY STACK oreo SUPPLER TO RESIST 1200" = a gre ese eee HORIZ. & 700% VERTICAL AT = 3 SECTION = ee EA. OF 4 LOCATIONS = n \9-2.0/ SCALE: 3/4" = I'-O" = Ba? BEN 3G = ‘ = a : rr 2 J fan) | —— E.: Yj 3 aaa « Sy bz Yj _~—— le"l6" CMU PILASTER = aN ‘s) VoL w 4 % VERT. ¢ 3 = Ps om = rye! TIES @ 16" OC _ Se KC «KU > 30"> STACK BY MFR. .. er wah. WM you NOTE: TIES TO HAVE 135d S$. 4 3 oo gee” Sc intalentanecanis _ ra Fate HOOKS ¢ 2-1/2" RETURNS 2 als 3/8"% GALV. CABLE (14.4 k ULT.) =) E “st MECHNICALLY SPLICED THIMBLE : | —— 2 NOTES: |. HOT DIP GALVANIZE ANCHOR EYE BOTH ENDS (TYP. : Oye — = GY ASSEMBLY AFTER FABRUCATION. City VENT p g i F : 2. PROVIDE 5/8"xI2" CROSBY TURN-BUCKLE (10 DETAIL : OF Re AN Aip ° 4 IN CABLE FOR ADJUSTMENT. CONN. Map... ON” WITH 5/8"X6" FORGED EYE BOLTS. | \e-2.9) SCALE: 3/4" = I'-O" Rien. R Sn 1999 J leeue for Permit SCENE n 2 ga14 EJo/y! ~O 93-21-29 jo (@\ TYP. PILASTER DETAIL 3.20) SCALE 3/4" = I-o" | , S2 () o0 Sheet Number US > DS eats S Nr S | ]