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HomeMy WebLinkAbout630 E Front Street (5) rat, T '0 GL.►tia ',k," S.�•.•o6lMi IirMt •. 18tm u q 01 MA! -I►L9, (►Kt y LR) � J Cir ST1z_ I4/yAll 4!R..,B,- mon,►•a ill Lb4 F • t„,. , •Igo rSI,1s 1 S L4-Mira" 4f - - 1 AU. YNATUHt BASE 587 44t .. 1 ►tD??� si1W *+ uv�4 75 I. 'IMOD GOAT id .. Ii • p. .....0 4vc, .. ,�.!Tj�k.„ r-r-. _ - - : . �tI•rso ti To►a►rt7 li t `' ('� J -- - KS. I1.0• T�.HO1S 19N 1 �1 _`- -` _ - - . • Ili 1•b 'R4. np / �8 {��� rl - ' T'o iswTs` e"ul"oili gra 1�,�, 31'5 FT-- --- - - ----- -- -• - - - i3 L� I /114 _ /• - . • --v-.'I s. ,u- 1 ob°Jri r .M•k% -0 , i 1 ,Ur • ili) • -- Ilk& k 4,,, _ -• - , - 7•'" Inbil- ! , rit4 0121,4 rt.00ft . ; _-_-:.._ . _ h .i ;#6,-,'. '- , 4,se,. `4./ I i�. Ep c., I ;• j ,►.c. ;1.111 II o,i. 11 6 ��, Ic. . , I , 111 © �z, 'i, ,II �uT>�,c �aCC�Cyp i , 1EWc AN V.: 4u RSM 10 .:.ti �• ! `�, . ig_. in' •.' 11-1.."' . _.... . . , _t_t.___‘_..._ Ettl. ---E11.1.0 __•. ..___...-.-...wl•••• 2 • • . ,.•I II' • • i f--- 44 r 1 , I 41Iliirlii -. ...- . ' 'f t v G �wlltll� .-401 .....-- - ANINIEM. 1 t - itIPAA- - . ,..: ' \ • e.Nsp.ix..__ �/ "4 ' a rot�►AI. •4•1ztA. 5 Df o41 ----'...-�_ -- -ryvE 4, IaL-1Gk.CP till r�.I�� A.G.fowl* 4 ~� 1111111311111 •,2;7423 - tr.4111!. ; ,.. } ___ ._ I.0 t a us 1 2 L A p4 Gummi.: e. ' PLAtJ'!IN6 _ .� a ' .- - . s 7,A,t,' :. os 1, ALL CONSTRUCTION N ANGELES W WITH ALL GOVERNING CODES AND ORDINANCES yri1G,u. 4.�pp,E -, ....,s , T OF TM CITY OF PORT AIJGELES, WASHINGTON. user. hi.,,o.� -` ! r, o s..-IF pfuvsNG11 n� �� , ` �1 %.,.. ; I`' f 2. SUB-CONTRACTORS SHALL VERIFY ALL DI!MRS IONS, EQUIPMENT AND FIXTURES - • �` . ." '} SIZES, MECHANICAL, PLUI4/3ING, AND ELECTRICAL REQUIRE/RENTS ON JOB LOCA-7ON, CAHPPNTRY: 'D' r ' ►: � ' ti •! BEFORE STARTING WORK. THEY SHALL BE RESPONSIBLE FOR THE LAYOUT, S:S:.rG, AND PROPER I4STALLATION OF THEIR WORK, EQUIP:IENT. , . n '�� 1t. , 1. BLOCKING: } RO.I..F S',LI:' BLOCKI:,'G OF ALL JOZ:1'.:;, RAFTER:: AT BEARING + `" 1 i1►' ,Y�'� ,,w -7.." - { ' I 1 i • POINTS, AND AT CENTER LINE. ALI, SPANS OVER 8'-0" (OP APPROVED :ROSS f. '" -'V' 4, I , 1 3. SUE-CONTRACTORS SHALL ORDER ALL MATERIALS AND EQL'I.llE:7T AT EARLIESTI • POSSIBLE DATE SO TO CAUSE NO DELAY IN CONSTRUCTION. r BRIDGING) . r n '� r; ' y _ ' t•;• • . THIS REQUIREMENT 2. BACKING: PFC .'IUE ;'7Lli) BAc'e:I,J., FO.. :lOUI�:II:G ALL L'3UIi'tUiNT ACCES30RIS£, J.F2t'r.' ' BANS STOCKING AND SHIPPING DELAYS MUST BE ANTICIPATED BY EVERY REASOI4- ETF. `� P-w '•:►e[, AEEw' , A �'` 0 " ABLE EFFORT. �SARS, .,ABiNET�, • 3. BOLTS: PLACE EXTRA BOLT WI ^IFI': 6" OF END r^r ALL PLATES, SILLS LEDGERS, • EARTHWORK: ETC. HOLES FDk BOLTS .1driIlli'': 1:'32" LARGER IRAN BOLT, USE WASHER UNDER ''moi I�q4143/411) I ` • - 1 ALL HEADS AIJI: JL'T5 iit:Af:I:J, ON IVUUD' ,�.�. ; L._".:aA 1� �� ' I's lib (► \ is t •' Rr. _ .'' i "I I 1 LAG BOLT:.• :1, !OT !•BPI-ATE ('I, DP:-.'E. SET IN PPET.PI*.,LED HOLES THE i�� _ � r 1. GRADE TO DRAIN ALL SURFACE WATER AWAY FRO. THE BUILDING. SIZE OF BLcI' Ti.,LADS, ` ^ .• l� a ; Is , ��' ' ,t , t 1 i 4. EXTERIOR :JAILS: A..'•:ANIZED: C::SING C'}: FINIS,,} :,',AILS STEE:. WISE COrttoN. .{{^t':;z:, . - tI �.• 7111111k. ,444i • 2. CUTS MAXIMUM SLOPE 14 TO 1, FILLS 1 TO 2, L'iJLESS 'JTIIERWISf-' i1JDLCA^ P.. bo ►1O USE nnK •; ,I:,S, pkF.-GRILy_ ,OLES FOP ':.�1:T:i OVER 16 PEIJNX. AO 530T ��� Y I 1 LUBRICATE. ,,^^ fir,' R" 3. IN ALL SITE AREAS WHERE GRADING HAS ALTERED, GRADE CONTOURS AND FLOW 5. ALL W001% E:161.Ci'-i:D I': ra REAR!N; ON CONC.?E'IE •.,i: }".ASONSi :JAHLL 3E PRES- V1 • LUTES TO INDICATE UNIFORM SLOPES. FINE RAKE SURFACE TO REMOVE AL'., r . `' .i I SMALL DEBi.1S. SURE TREAT,,::. ii .1.:11. :..ED sA:_TS. 6. MAXIMUM UNS!H•1^,RTI:±. ALLOWABLE !iFIGHT OF STUDS: 1 / ' +f' a 4. IMPORT MINIMUM 4" GRANULAR FILL UNDER ALL CONCRETE SLABS ON GRADE. 14'-0" 2 x 4 - 27'-0" For 2 x 6 STUDS �: 7. FIRE BLOCK STUI! ••TPL�S @ FLOOR, CEILING, SOFFITS AND IN lin-HEIGHT 1 \ .. } ' N S. ALL FILL MATERIAL SHALL BE FREE OF CLAY OR DEBRIS. ROCKS, IF IJATIVE :'0 1 ._ '" t WALLS OVER 0 0". I . --. ' THE SOIL MAY SE USED UP TO 6" 7'+ CUE IF WELL MIXED INTO THE SOIL. I '" ' INSULATION: l { • 1; ;� ` "► . 7 0,,.• CUNCRETB: 1. WALLS: EXTERIrqR - R-11, PAT TNG INS'_:LATION. L..-- t I 1. BEAR ALL FOOTZIiG TO DEPTH INDICATED INTO FIRM ,iAT[IRAL SO1LS, CLEAN ALL 2. ROOF: R-19, RAT:!JH 11, PAT;. 'J � O 1� , MI1W; SURFACES OF ANY LOOSE ItATERIALS. .56�� t ;., • '• , VENTILATION: " t 7•.-f' 2. COMPACT ALL SOILS UNDER CONCRETE SLABS TO :4IIJI1W.1 90% DENSITY IA 6" LAYERS. - : !" 3. STEPPED FOOTINGS: MINIMUM OFFSET 24" - LEVFL. 1. PROVIDE VENTILATION TO C0.4PL'_' WITH SECTION 1105 ';.B.C. 611cTICN bog, c �: i7 -L'i SECURITY NOTES: 1 „ ARS' ` 4. COW. ETE STRENGTH: 2,000 LBS. AT 28 DAYS. 5 SACKS CEMENT TO 1 YD. - - -- ! __ COI,, E - MAXIMUM 7 GALLONS WATER PER YARD. t_ ' 1. ALL SWINGING DOORS TO EXTERIOR SHALL HAVE DEADBOLT AND GEADLOCKINU LATCH. hc*1' }.K. 'r-u' S ''•�' ��., • .r. 2. LOCKS SHALL BE KEY OPERATED FROM OUTSIDE AND OPERATED FROM THE INSIDE �T'T.+.: T1M11" �`` t Kt'c�`/ �'xRbT v S. CONCRETE SLABS: INTERIOR - STEEL TROWEL. EXTERIOR - IP NOT OTHERWISE BY A DEITICE NOT PROHIBITED BY CH. 33. I''LAhJTIJg INDICATED, 1FLOAT SI400TH, EVEN UNIFORA SURFACE. ROTARY TROWEL AND BROOM 3. DEADBOLTS SHALL HAVE HARDENED INSERTS OR EQUIVALENTS. c+` is 'L'F ` / ._ - • .. - _.-- •- - - t:ZEISH. 4. DEADBOLTS MINIMUM THEN 1" WITH 5/8" IMBED. 1 6. CURE SLABS: PREVE.FT LOSS OF SURFACE NOISTUP_E FOR 7 DAYS BY CONTINUIOUS • +6,,f-r, etapiror7 CSVERING WITH IFlPERVIOUS PAPER, OR APPRO`.'ED CURING COMPoual:.S. WARNING: DO NOT USE COMPOUNDS THAT WILL EFFECT RESILIENT FLOORING. LaGAL DEJGRtr- cN _ • STEEL: I' L (3 T t ,,DY4 I.2.!i 3 ,OLOGK 2I. NORMa14 R 1. DEFORMED BARS A.S.T.N. A-15,A-305, LAP ALL SPI ICES, 40 BAR DIAI4ETERS IN • *AAITO .51)2)0IVIS10N •faw4Ie11E off% 17mb } MASONRY 32 BAR DIAMETER IN CONCRETE. FORT AN6611. 6, CL,ALLAAA C4,111•4-r7; I I, N WA.4111Nd10►d L • 2. REINFORCING SHALL HAVE THE FOLLOW1NG CONCRETE COVER: •MINIMUM 3" CONCRETE AT EARTH 1/I4":II-04 ..r.-7:.• Lt • 2" AT CONCRETE EXPOSED TO WEATHER s • 11/2" AT PROTECTED CONCRETE ' 3/4" AT LEVEL SLABS 3. ALL REIMFOAC1BG BOLTS, ANCHORS, SLEEVES, INSERTS, SHALL BE SECURED I_+ POSITION• .-.- • - _ MASONRY: 1. UX CK, MASW MASONRY SHALL CONFORM TO A.S.T.M. c-62, GRAPE M. . . RUNNING BOND. I p'LOZ PLA.w 4 mowmowFaukki 1iI -- • ,,-,Q.... Ra, FAN ,� ;a�cl.,,rv.. . ,e 2. MDR'TAR: =PE "S" GRO1T! 2,000 LBS. :IINIIRIM. 4;rol! 1 FLOOR Pl.ok►4 * Fc,joasT►o1.1 PLAN 4 Qo m.* • • Ill r et-teat... ' 46441-4 141 L. sisiez I Elmo, D.1►. GRADE MARL( DENSE NO.1. , A i 5, SELECT F.0.H.C. !'YT EL E/AIN-we 4 •sec.Tlope • J'i 'j, q•URAL 1TRA142NG I,UIOEP; D.P. GRIDS MARK DENSE NO.1, BIS OR STRUCTURAL. ` jr: ♦ RV 4. F�.h�}1►JG flfly INT ELLJ KG1"l CEA. r• 1 ntT/utlE , 3. G s Ii" PLYWOOD STRUrcT. I, II, OR CDX EXTERIOR GRADE PANEL �* 4. *2, OR I1 OR STAMDRIp CC, EXTERIOR GRAD? CS ?2. •54rI .DVI,Cio 4 t:+.og 4 1►441DoW OCTAtk...5 a y r� , 5. WtIt PRESSURE TREATED iLMANIZED SJ1LiTS. 6 r„..,Al L.d5 •- • . ... 7C11101114 Val AnE3o-ra ' T�CTS b r f 1 L n i �, a12.- Bard tom-17 •I►•t•1. J • ; t Y joy �.tt �' • maw vase KE`rltSl.A I.'f37 17 TO Z I E. • . V EVERE TT TOILER AIA C•1394 drat t.+r : ,. .e '� r1 � MOM"P DAL,IF MA 7(4-S21 1219 0.3420 - G X12 IAgLLIAIYI 49LlOTT AIA �. rxioN1 5''RE.6T rap; imArbu s• wk4w .,Tos checkll� ' 1t . '" ti.";