Loading...
HomeMy WebLinkAboutPermit 270 - Davidson Products - Addition Davidson Products baugh construction company N° 270 OWNER MAIN WIDTH ADDRESS AREA PHONE DATE ,- d At ✓ G __ D 8L v BUILDER N jy U C C ef e 7 - , ! ADORE85 s L I ARCHITECT ADDREB ACCESSORY WIDTH DEPTH AREA OF JOB ADDRESS STREW J i � � fd L1M5ER X USE ZONE LEGAL / " p d /Y a LOT SIZE FT. � BQ. FT. O T AREA 41 Al Q t� U V k ,Q 1 8 � - -7-1- -S- LOT BLOCK YARDS MAIN SET BACK SIDE YARD REAR YARD NEAREST ACCESSORY SET BACK SIDE YARD REAR YARD NEAREST DISTANCE TO BUILDING TOTAL AREA OCCUPIED BUILDING BUILDING LOT AREA OCCUPIED LOT COVERAGE BUILDINo PROPERTY LINES — — _ % 80. FT. • 50. FT. EXTERIOR C q_W'LT_*W 6] o i n L *7 . i. 1 REMARKS. DESCRIPTION OF ANY WORK NOT COVERE ABOVE � �.� �'/ I /✓ - U �_�� S 1___ WARNMG Notify Building Department by Street Address and Permit Number when ready for inspection. Work must not be covered before inspection and OK for covering has been given by Inspector in writing on Permit Placa I hereby acknowledge that I have read this application and state that the above is correct and ' I further agree to comply with all City Ordinances, State Laws, and lawful orders of the Building Inspector governing building con- struction. Written Authorization of the owner must be pre- �y��,�� � sented when work is done by occupant or lessor. OWNER' , ' � - DT X 1)1 a f PERMIT FEES: (THIS SPACE FOR BUILDING DEPARTMENT USE ONLY) A "s ces Q� HOUSE& OTHER MISC. HOUSE i ARAGE • G ARAGE i BUI LDINGS s FEES s BOND NO.— TOTAL FEES s a ° EC`. 8 Y n" ATE_r,�J NOTICE: THIS PERMIT DOES NOT COVER PLUMBING. SEWER, OR WIRING INSTALLATION. PERMIT PLACARD MUST BE POSTED ON THE WORK MAIN WIDTH DEPTH AREA TYPE OF CONSTRUCTION BUILDING �/ __ PT. ^ FT. BQ. FT. SIZE ACCESSORY WIDTH DEPTH AREA OF BUILDING BUILDING X _ FT. FT. � BQ. FT. SO. FT. EXISTING BUILDING AREA----------- -- so. FT. TOTAL AREA OCCUPIED LOT AREA LOT AREA OCCUPIED LOT COVERAGE — — _ % 80. FT. • 50. FT. EXTERIOR FINISH OCCUPANCY 1 TO BE USED HOW BASEMENT AS HEATED 81ZE 80, FT. ROOMS I TOTAL OED ROOMS BATHS LIVING L.D COMBO DEN KITCH IN NOOK K•O NOOK ATT. GARAGE DET. C] [] VALUATION OF HOUSE $ GARAGE S HOUSE • ATT. GARAGE $ OTHER $ ALLIMPROVEMENTS FOUNDATION OK FRAMING OK FINAL INSPECTION REMARKS. DESCRIPTION OF ANY WORK NOT COVERE ABOVE � �.� �'/ I /✓ - U �_�� S 1___ WARNMG Notify Building Department by Street Address and Permit Number when ready for inspection. Work must not be covered before inspection and OK for covering has been given by Inspector in writing on Permit Placa I hereby acknowledge that I have read this application and state that the above is correct and ' I further agree to comply with all City Ordinances, State Laws, and lawful orders of the Building Inspector governing building con- struction. Written Authorization of the owner must be pre- �y��,�� � sented when work is done by occupant or lessor. OWNER' , ' � - DT X 1)1 a f PERMIT FEES: (THIS SPACE FOR BUILDING DEPARTMENT USE ONLY) A "s ces Q� HOUSE& OTHER MISC. HOUSE i ARAGE • G ARAGE i BUI LDINGS s FEES s BOND NO.— TOTAL FEES s a ° EC`. 8 Y n" ATE_r,�J NOTICE: THIS PERMIT DOES NOT COVER PLUMBING. SEWER, OR WIRING INSTALLATION. PERMIT PLACARD MUST BE POSTED ON THE WORK Department i CITY OF TUKWILA WASHINGTON APPLICATION FOR PERMIT BAUGH CONSTRUCTION COMPANY h ereby applies for (print or type name in full) permission to ADD 582 Square Foot Addition,, 26 Feet in Height (describe in full activities to be carried out) 40% Coverggg._ Legal Description: West 172 feet of South 190 feet of Tra 3. Andover Tndustrial Park No. 2. v �a (do not write on the back of this application if additional space is required use additional application forms Applicant hereby agrees to carry out all activities described on this application in com- pliance with all applicable City of Tukwila ordinances, state and federal laws; and to allow inspections to be made by authorized inspectors. Davidson Products address where activities are to be BAUGH CONSTRUCTION COMPANY carried out) (signature of applicant) 922 Poplar Place South - Seattle (mailing address of applicant) _ Septe 13, 1965 date of application) CITY OF TUKWILA WASHINGTON APPLICATION FOR PERMIT Department K AUGH U[JNS:,R[JGTTQjG(jMEANY h ereby applies for (print or type name in fall) permission to Ann SA2 Square Pont Addi ti nn,- 26 — Feat in Hel gbt (describe in full activities to be carried out) Tot-Al Lot 3 6 8,0 Square Feet 4 % CoyArARP Legal neser ion: West 172 feet of South 190 fppt of Tract 3 Andover 1 Park Nom. 2. (do not write on the back of this application if additional space is required use additional application forms Applicant hereby agrees to carry out all activities described on this application in com- pliance with all applicable City of Tukwila ordinances, state and federal laws; and to allow inspections to be made by authorized inspectors. Davidson Products address where activities & e to be RAUGH CONSTRUCTION C.OMPAUX carried out) (signature of applicant) 9 P�1ar Place South . Seattle_ (mailing address of applicant) September 13, 1965 (date of application) balcony plan roof framing plan THE FOLLOWING NOTES APPLY EXCEPT WHERE SHOWN OTHERWISE • OODE UNIFORM BUILDING CODE, 1961 LIVE LOADS 2coF 'Z5 PSI %S WNY '1 PS FOUNDATIONS MAXIMUM SOIL PRESSURE I . EXTERIOR FOOTINGS AND EXTERIOR SPANDREL BEAMS M GRADE. BACKFTLL TO BE THOROUGHLY COMPACTED PER SPECIFICATIONS. PROVIDE 2 CONTINUOUS MINIMUM BOTTOM OF ALL WALLS AND CONCRETE CLASS OF COMPRESSIVE STRENGTH SLUMP REMARK OONCRL'TE 28 DAYS (PSI) INCHES) "A" 2500 4 -5 5 SAC nDN 2500 3 - 4 SA( EACH CLASS OF CONCRETE SHALL BE USED Aga FOLLOWS: CLASS "A" — FOOTINGS AND FOUNDATION BELOW GROUND FLOOR, CLASS "D " -- SLABS ON GRADE AND PIPE TRENCH SLABS. WAILS REINFORCE AS FOLLOWS: THICKNESS , HORIZONTAL VERI 6" WALL & UNDER 03 AT 18 O.C. #3 A 7" 'WALL #5 AT 15 O.C. #3 A 8" WALL #5 AT.12" O.C. #5 A AT LVXNEXt; AND INTERSECTIONS, EXTEND HORIZONTAL WALL STEE FACE AND LAP WITH - ELBOW BARS (30 DIAMETER) OF SAME SIZE OUTSIDE FACE ONLY AT CORNERS. WALL STUBS SHALL PROJECT 27 DIAMETERS AND.,SHALL BE A MINI SAME SIZE AND SPACING AS VERTICAL STEEL. WHERE WALLS WITHOUT VERTICAL REINFORCING ARE POURED SEPO PROVIDE #4 X 1' -6" STUBS AT 18" O.C. MASONRY AND CONCRETE MASONRY CONCRETE OR LIGHTWEIGHT BLACKS LOAD BEARING GRADE A.S.T.? C90 -52. BLOCKS SHALL BE LAID UP IN CEMENT LIME MORTAR AS PER SPEC REINFORCE WALLS HORIZONTALLY WITH K —WEB OR EQUAL, EMBEDDE THIRD COURSE (24" O.C.). LAP 12" MINIMUM AT SPLICES. .INTERSECTIONS CUT DIAGONAL kZB STEEL AND BEND WITH LANG AROUND CORNER, BLOCKS TO BE DOVETAILED TOGETHER. SEE PLANS FOR BOND 9EAM AND LINTEL DETAILS, REINFORCING STEEL DEFORMED, INTERMEDIATE. GRADE !y = 40,000 EXCEPT COLUMNS. CCLUMN VERTICALS TO BE A.S.T.M. A -432. REINFORCING STEEL DETAILS SHALL BE PREPARED BY AN ENGINES ARCHITECT AND CONFORM TO STANDARD PRACTICE OUTLINED IN MARKED RE -BARS MUST BE IDENTIMD BY A SYSTEM OF COLORED NUMBERS (TAGS NOT ACCEPTED). CONCRETE COVER OF REINFORCING: 3" CONCRETE POURED AGAINST EARTH 2" FORMED CONCRETE WITH EARTH BACKFILL 1i" 9EAMS AND COLUMNS (STIRRUPS, TIES) WALLS EXPOSED T MOISTURE BARRIER 1" WALLS, INSIDE FACE; 3/4" FORMED SLAB LAP ALL REINFORCING 30 DIAMETERS AT SPLICES EXCEPT COLUMI! AND "C" 00 TE 30 DI'AMTERS. CLASS "A" O ONC.`t3CT$; .. Dx CHIIMR+'ER EXPOCORNERS OF C)OLUMINS : AND BEAMS" , - I:.:_ G CLASS OF COMPRESSIVE STRENGTH SLUMP REMARKS CONCRETE 28 DAYS (PSI) INCHES) "A" 2500 4 — 5 SACKS /CUBIC YARD MIN, 11 V 2300 3 .. 4 SACK$ f CUBIC YARD MIId. EACH CLASS OF CONCRETE SHALL BE USED AS_FOLLAWS: -CLASS "A" — FOOTINGS.AND FOUNDATION BELOW GROUND FLOOR. i CLASS "D " -- SLABS ON GRADE AND PIPE TRENCH SLABS. WAILS REINFORCE AS FOLLOWS: THE FOLLOWING NOTES APPLY EXCEPT WHERE SHOWN OTHERWISE • CODE UNIFORM BUILDING CODE, 1961 LIVE LOADS eaQ 2 PS P�AI.I,oNY '15 PS I FOUNDATIONS MAXIMUM SOIL PRESSURE _ � . �- - EXTERIOR FOOTINGS AND EXTERIOR SPANDREL BEAMS MINIMUM BELOW FINISH GRADE. BACKFILL TO BE THOROUGHLY CO1!PACTED PER SPECIFICATIONS. PROVIDE 2 — #5 CONTINUOUS MINIMUM BOTTOM OF ALL WALLS AND FOOTINGS. CONCRETE -- I _' l r v ,, Hsw _fl no N s I I Qliz, qpvR I" TRH k (t?xIS IN4�`. f QI rJ , R" 5LpG f, i t. Im THICKNESS HORIZONTAL VERTICAL 6" WALL & UNDER #3 AT 18" O.C. #5 AT 18" MIN. - 7 " 'WALL $5 AT 15" O.C. $5 AT 18" 8" WALL #5 AT 12" O.C. #5 AT 18 _ AT WKNEKS AND INTERSECTIONS, EXPEND HORIZONTAL WALL STEEL TO 2" FROM OUTSIDE FACE AND LAP WITH'ELBOW BARS (30 DIAMETER) OF SAME SIZE AND SPACING. LAP OUTSIDE FACE ONLY AT CORNERS. WALL STUBS SHALL PROJECT 27 DIAMETERS AND SHALL BE A MINIMUM OF 1 -6" LANG, SAME SIZE AND SPACING AS VERTICAL STEEL. WHERE WALLS WITHOUT VERTICAL REINFORCING ARE POURED SEPARATE FROM FOOTING PROVIDE #4 X 1' -6" STUBS AT 18" O.C. MASONRY AND CONCRETE MASONRY CONCRETE OR LIGHTWEIGHT BLACKS LOAD BEARING GRADE A.S.T.M. SPECIFICATIONS C90 -52. BLOCKS SHALL BE LAID UP IN CEMENT LIME MORTAR AS PER SPECIFICATIONS. REINFORCE WALLS HORIZONTALLY WITH K —WEB OR EQUAL, EMBEDDED IN-MQRTAR EVERY THIRD COURSE (24" O.C.). LAP 12 MINIMUM AT SPLICES. AT CORNERS AND • INTERSECTIONS CUT DIAGONAL WEB STEEL AND BEND WITH LONGITUDINAL BARS 12" AROUND CORNER, BLOCKS TO BE DOVETAILED TOGETHER. .SEE PLANS FOR BOND SEAM AND LINTEL DETAILS. REINFORCING STEEL DEFORMED, INTERMEDIATE.GRADE fy. = 40.000 PSI. A.S.T.M. A -15, EXCEPT COLUMNS. CCLUMN VERTICALS TO BE A.S.T.M. A -432. fy..60,000 PSI. REINFORCING STEEL DETAILS SHALL BE PREPARED BY AN ENGINEER APPROVED BY THE ARCRITECT AND CONFORM TO STANDARD PRACTICE OUTLINED IN A.C.I. REPORT. 315 -51. MARKED RE -BARS MUST BE IDENTIFIED BY A SYSTEM OF COLORED PAINT DF.NOTLNQ ; NUMBERS (TAGS NOT ACCEPTED). CONCRETE COVER OF REINFORCING: 3" CONCRETE POURED AGAINST EARTH 2" FORMED CONCRETE WITH EARTH BACKFILL 11" SEAMS AND COLUMNS (STIRRUPS, TIES) WALLS EXPOSED TO WEATHER. SLABS ON MOISTURE BARRIER 1" WALLS, INSIDE FACE; 3/4" FORMED SLAB LAP ALL REINFORCING 30 DIAMETERS AT SPLICES EXCEPT COLUMN'VERTICALS, CLASS " B " AND "C" 0OWwRTE 30 DIAMETERS, CLASS "A" OONC:SRTE DIAMETERS.. CHAMFER EXPOSL OF COLUMNS AND BEAMS ". �r Qe .q foundation plan floor plan sections elevations site plan. NON STRUCTURAL. SUSS POURED' OW F,AR!'(! 3}* "TKICK 'f&"tft) (CIW Wl" � STRUCTURAL STE f I ' STRUCTURAL GRADE A.S.T.M. A_36, fa = 22,000 PSI. TUBE OR PIPE COLUMNS, A.S.T.N. A-♦53, GRADE B. YIELD STRESS 35,000 PSI. ALL STEEL. EXCEPT STEEL EMBEDDED IN CONCRETE, SHALL BE GIVEN ONE GOAT i APPROVED PAINT BEFORE LEAVING SHOP. FIELD BOLTS TO BE' , < j TIMBER STRUCTURAL TIMBER AND'LUMBER 1500 PSI STRESS GRADE DOUGLAS FIR (OONSTR OR INDUSTRIAL GRADE) PARAGRAPHS 122B, 123B. 12AB. 1258 AND 153p N.'C. GRADING RULES P15. `BOLT'17" AND NUTS BEARING AGAIN8T_- V0OD_.'X'BL PROVI>l'IE.'D Wi"t N.l.' i�Cdll` P1F.lIF2IRO bN` DR 1NSTxI.L D G3fi�i�N i" OF MASONRY OR ' OONCRETE TO HE TRFJ h'ITH AN APPROVED PRESERVATIVE. . SOLID BLOCKING OF­ NOT LESS THAN 2" THICxWM SHALL HE PROVIDED AT ENDS AT ALL SUPPORTS OF JOISTS AND RAFTERS. BETWEEN SUPPORTS PROVIDE BLS OR APPROVED BRIDGING AT 8 O.C. FOR JOISTS, 10x_0" O.C. FOR RAFTER; MFGEIANIGAL d r-Lac. ?21e_aL MFI- R&NIC&L XNO EI- E41P4AL Wo" e- )WAL.L GoNFpRrn ?o - Ti4E UP BVILDIMCa C.c�f> E. A.MQ SN,c�l..t•. 6E P1BR.Fo i N ac GO aad WiTN LoGbL �opES a+ GiZDI.MaNGE.�if TWKT 4' ZA Sv PIH IS VeX TI"L 4 i MPNILT AT JoIMTS ONL'r- /� " �o•$" '.! , SOL10 BLdGICING ..PIN -. T.W... ''•, •. � C� �.� .AN[.l�di� S- I/a X 3 " 50AT SPIV-F-5 6 2arr ' 8'/Z E% F6 - I'�2 X �'/8�� ` FULL 5 8'z 8 %2 (o' Td 0 ! P�LK ' WALL MIN, BM6ED, No SGb..LF. G FIZ4ME -92ftl FUW d Ian i � �►� 6, rtN.."r G FAN iu. � a EMBEL7• S'' MIN, !e' ` GQvUT GILLS, AT JAMBS TY PICAL ' POOP JA PETArI Q'D ViTIOr�S ` . 4gt T1oNS Tc It ' , t I �r �/ 4. ;' � „( •{ v �, r'L./ a �„A' y • f a. 5 � •� • 1 ♦ �' M.+ t � 1 ;y; ,r � "y� `, �� y ,5 Ma• }: � ii: d, � , .r r {• ,t�`4 �:r,M , � ' n.'��l,X �� �ri' : ? y '�'," t•t {L;b !'�� i.d �.�,�1♦ � ���; t , , �,. h + .•4k -n+r S ;P�' y r.',� ! ! 4 j•, ,, x ► li {��irSaL�[�l WELD Tc Ga L EXIST ST RUCTURAL G, SLABS URE STRUCTURAL STE i STRUCTURAL GRADE A.S.T.M. A -36, fs . 22,000 PSI. TUBE OR PIPE COLUMNS. A.S.T.M. A -53, GRADE B, YIELD STRESS 35,000 PSI.`;` . ALL STEEL, EXCEPT STEEL EM9EDDED IN CONCRETE, SHALL BE GIVEN ONE OOAT OF �" r APPROVED PAINT BEFORE LEAVING SHOP. FIELD BOLTS TO BE . 7 ;.; TIMBER STRUCTURAL TIMBER AND LUMBER 1500 PSI STRESS GRADE DOUGLAS FIR (OONSTRUCTION OR INDUSTRIAL GRADE) PARAGRAPHS 1228, 1238, 124B, 1259 AND 1538 W."O.L.A. n „ja GRADING RULES #15. 'BOLT' HEADS AND NUTS BEARING AGAINST' WOOD *.10 8E PROVIDED WITWM.I. 'MASHER$ 4 y, WCO BEAR I*M Or DR GTMIN - 3.W OF MASONRY OR � CONCRETE TO BE TREATED g WITH AN APPROVED PRESERVATIVE. SOLID BLOCKING OF­NOT LESS THAN 2" THICKNESS SHALL BE PROVIDED AT ENDS AND 7 ;, AT ALL SUPPORTS OF JOISTS AND RAFTERS. BEnVMN SUPPORTS PROVIDE BWCKING OR APPROVED BRIDGING AT $ O.C. FOR JOISTS, 10'_0" O.C. FOtt RAFTERS MLa ANIC.AL 4 r-Le;crrRIC.AL M&�W& ►IC.&L $.wry BL- RG"rP4AL wv44 e WALL compo2M To -We IJNIPoszm FVIL.01 C-OO A-NO 65 P1'aR' FolZfti�`D tN bGGoRG�bML� s'' wITN Lot�.L �oAES /li-ID GR.P I.M�NGB,y `' + - TWIST ST"P 5o PIf4 15 VCRTI L I`u. &AR I WStft"f A*T JO H rp ONL - t - :; w 3� u " ��• S oLla BLaaGKING a' .F,��;" P N - Taw L S I, 2t L % Pu Lt, T T I -4A*V, 51.1E W&W. &d ?d0 - rY I GA L c ol ST A 9 ci) 4 -o" ©,r✓; X. 6. 1' W. . To G Faµ :4``' • �` . �' ��_� E MBE D . 5'' ►'^AIM ': ': CACUT ceLLS. AT JOAB6 ; FVL4 T YPI C AL PO OW_ J A 5 PST4.I L.S. r gDPITih�J ALTER�TaOWS Tv ��►GTol2�( -f^ . r.1 17V *1 1 A:c. aIL r 0 T (f •''p; � ,t ..,(::!. !, .�'^� 1'.l d:� �i...± . `.�..;j Y'.. t . � .? y ' t, i r �, . E',y'F•'t: x '� &? 4 {. Y ,�:•. Xjl ',�"S i`•'�w� . f A. f C' n� 9 / .:n`. + ..t . I ,�}�• w/� i ' ~ ' �4n�D tZ }1.[ ;r TT•.