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HomeMy WebLinkAbout09149 poRTTo CONSTRUCTION PROGRESS RECORD CITY OF PORT TOWNSEND wA Development Services Department 9 - - 250 Madison Street, Suite 3, Port Townsend, WA 98368 POST THIS CARD IN A SAFE,CONSPICUOUS LOCATION.PLEASE DO NOT REMOVE THIS NOTICE UNTIL ALL REQUIRED INSPECTIONS ARE MADE AND SIGNED OFF BY THE APPROPRIATE AUTHORITY AND THE BUILDING IS APPROVED FOR OCCUPANCY.STAMPED APPROVED PLANS MUST BE AVAILABLE ON THE JOBSITE. PARCEL NO. 965701706 PERMIT NO. BLD09-149 ISSUED DATE EXPIRATION DATE 01/19/2010 ADDRESS 926 CASS ST CONSTRUCTION TYPE OCCUPANT LOAD OWNER CARLENE LYNN PROJECT DESCRIPTION New front porch CONTRACTOR GOLDENBERG CONSTRUCTION LENDER INSPECTION INSP DATE COMMENT INSPECTION INSP DATE COMMENT FOOTING FLOOR FRAMING FRAMING MISCELLANEOUS , a� r) \� FINAL BUILDING 5 r %j r TO REQUEST AN INSPECTION CALL(360) 385-2294. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 3:00 PM FOR NEXT DAY INSPECTION. PORrT°`�y�, CITY OF PORT TOWNSEND o DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT TWA CALL THE INSPECTION LINE AT 360-385-2294 BY 3:OOpm THE DAY BEFORE YOU WANT THE INSPECTION. FOR MONDAY INSPECTION,CALL BY 33:OOPMF/RIDAY. DATE OF INSPECTION: PERMIT NUMBER: SITE ADDRESS: 10-E�1 --r CONTACT PERSON: PHONE: TYPE OF INSPECTION'—, ❑ :AR0VjED ❑ APPROVED WITH ❑ NOT APPROVED CORRECTIONS Ok to proceed. Corrections will be Call for re-inspection before checked at next inspection proceeding. Inspector (A �Log_ Date slo Acknowledgement Date Approved plans and permit card must be on-site and available at tune of inspection. A re-inspection fee may be assessed if work is not ready for inspection. s,�?„�s?�3���.. ��,„� � ,• � �,�� �; t t�I Its y� 1 � y�=n'iK''!; .i,,,F,�w���'b'"Apsr�` (i � •;-:'�` �-" � ���-'T,�tJ�',�5 �I���I�� � ,Z N y 144 l iF"z Sint`' li}. ..✓�.� -tv 1 ��t 1, v '. L' _ _ � - - �' 411 1✓f° .I I ' __- 1 � I� flii, 00 1 ,,}7}7,, '.rE.ip;�o' t.. 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IJ I �t/�•1 i7. �44 �• 1�� �I i-, - I � P ' � � �•���I �1Ffrt11y1'�II1I��; ,T�,L`s`,tt'�-`� � � ,� , J ���- - I, 'I ;i .,_,� �� Ff'�i ��J1�rJlf,yit fJ j�� y�1 y7=�-•�:'•'�• ���-_��f--�' r .� y. -._!ry a .Y,� _? ft �.�.>>, �'` �.I I�� 7•rI;'' _ \ �`+��.�� RENOVATION FOR: LYNN GARLENE DATE: 7 JULY 09 qE 92b GASS STREET, PORT TOWNSEND, WA WO REV.# DATE: DESCRIPTION: SCALE: AS SHOWN 0 ERIC KUZMA 2009 PROJECT DATA: REMODEL AREA: Iu I) NEW FRONT PORCH NEW FRONT PORCH: ab s.f. Q 3 s FOUNDATION REPAIR REVI5M ENTRY PATH: 270 s.f. N 32° 45'W Z w 7-1 E w 7- o NEW DRIVEWAY: 166 s.f. - - - - - - �000 - - � LO z ZONIN& R-2 155UE5 NEW DE516N ADDRE55E5: orb FOUNDATION REPAIR: cn w o 3 '0 , Lu co 0 0 TAX PARCEL#: q65-701-706 LOT COVERAGE IMPERVIOUS AREA: I. 6REATEST RISER HEIGHT 15 q" HATCHED AREA REPRESENTS LOCATION '0 c o E LOT 51ZE: 5W s.f. (MAX. PER I.R.C.). OF FOUNDATION REPAIR. CONTRACTOR ~ ~ a w LEGAL DESCRIPTION: I I SECTION: 2 QTR. SECTION: 5W 1/4, TOTAL LOT COVERAGE (EX15TIN6 I 2. RISERS VARY IN HEIGHT BY I WILL REMOVE/REPLAGE ROTTEN SILLS, I _- TOWNSHIP: 30 N,RANGE: IW. PROPOSED BUILDING FOOTPRINT): A5 MUCH A5 3". ETC. FILL EXISTING UNFILLED GONG. 5. ENTRY DOOR 5KNIC5 OVER BLOCK, ANCHOR NEW 51LL TO FND. W/ KUHN'S RANCH SUB DIVISION 1671 s.f.or 2qb� FIRST R15ER. 1/2" ANCHOR BOLT W/ 2x20/I6" BLK L,LOT 6 TOTAL IMPERVIOUS SURFACE: I 4. CODE REOIRE5 56" LANDING 1 I PLATE WA5HER TYP. @ 48" O.G. @ 12"1 2053 or 313% 1 MIN., FOR ENTRY DOOR. I I FROM EA. END (MIN. 2 PER 51LL) I Z EXI5TIN6 HOUSE THIS PROJECT SHALL COMPLY eeee moo;' ee z U 0 1ST FLOOR: 150191. � Q w � FRONT PORCH: 565.f. WITH THE FOLLOWING CODES: I 1 I i 1z J WALKWAY5: 221 s.f. 200b I.RG.,200b V�SEG, 200b VIAQ I I I e e o i e W 0cy— qkj' F d O z EXI571NO I I RE5IDENGE I 1 _ w - 1 op RIVEwAY 00 PROP05ED z PORGH J a s - Q) LLJJ LI LZ I I cn Z w � � Z LASS STREET GA55 STREET Z 3 (2.5 BLOGK5 NORTH OF LAWRENGE 5T) (2.5 BLOCKS NORTH OF LAWRENGE 5T.) t< Lu U 0 C �Z �- Q Lv I,: III cN 0 C U Cr-A :. SHEET: I EXISTING PROPOSED 51TE PLAN 51TE PLAN OF: SCALE: 1'=20'-O" SCALE: 1°=20'-O' - 6 I _ 1 DATE: 7 JULY 09 _ I I I I SCALE: 3/8"=1'-0" REV.# DATE: DESCRIPTION: 1 0 ERIC KUZMA 2009 oo L--- - -� NOTES: w - FOR PORCH P05T TO FOOTING CONNECTION,U5E 51MP50N EP544PH06 a o Egy ' INSTALLED WITH 5ET EPDXY 4 DEEP(MIN.) REPLACE TRAN50M REPLACE EXISTING ATTIC WINDOW L Z w Z E OVER OFFICE DOOR. W/NEW 5/6x3/b VINYL SLIDER -ALL WOOD IN CONTACT W/CONCRETE MUST BE PRE55URE TREATED C9 C Z OR NATURALLY DECAY RE515TANT OR 150LATED FROM GONG. WITH � w o 3 0 COLOR TO BE WHITE. 1 w coo o v ; WINDOW HARDWARE TO BE STANDARD. IMPERMEABLE MATERIAL. ALL METAL GONNEGTOR5 IN CONTACT WITH c o .E 1 TREAD5 $ 8 R15ER5, WINDOW TO HAVE AN NFRC U-VALUE PRE55URE TREATED WOOD TO BE GALVANIZED TO MINIMUM 5TD'5. ; o a w GROUND TO DECK +/- -6 1 OF 665 (51MP50N 'Z-MAX') OR HOT-DIP GALVANIZED(51MP50N 'HO6). a MAX. R15ER HE16 1.15" OF 0.35 OR LOWER. 1 ALL NAILS,5GREW5,BOLT5 AND OTHER GONNEGTOR5IN CONTACT WITH —\ MIN. TREAD D H 10" PRE55 JRE TREATED WOOD SHALL BE OF THE SAME MATERIAL A5 THE REVERSE BOTH 1 BRACKET TO AVOID GALVANIC REACTION. 2x4 GE R GUARD RAIL @36" REMOVE BUILT-UP EXISTING DOOR SWINGS CONCRETE STRENGTH TO BE 2500(MIN.) P51 AFTER 28 DAYS G T. HAND RAIL Q 36" THRESHOLD INSTALL NEW 5 LITE VE STAIR N051N65,BOTH REMOVE EXISTING 5'-2"x I'-b" TRANSOM -REFER TO 5EGTION FOR FURTHER DETAIL. z W/2x2 CEDAR BALUSTERS PORCH ROOF OVER DOOR L_ _ _ Q l^l/4" MAX. GAP BETWEEN - Z - _ 1 a ._..... . -- --- -- Q Z --i L--- - - - a O - ---- - -... o ry LLI EXI5TIN6 6" SLOPED EXISTING CONCRETE 0 Q CONCRETE WALL 5TAIR5 TO REMAIN BELOW 0 r� — , --- --- ---- I J Z UP __-----ABOVE o o O .............. - ---- ----- ... .... ______-.. --..._ _... ___ --_-__ NEW 4"CONCRETE WALKWAY ILL _ (5ALT 8 PEPER FIN15H) 4-4 II NEW P.T. 44 P T I =• —...---- - ------ --- ABOVE,TYP. OF, (2) W/51MP50N EP1344PHD6 © co fi-E BENCH BE IN5TALLEO W/5ET EP - _ Z co -DEGK�NC�FORIN f REMOVE CONCRETE PAD z ON f REMOVE CONCRETE PAD BETWEEN PLINTH5 __j NEW GONGRETE BETWEEN PLINTH5 WALKWAY EXISTING CONCRETE PLINTH LL 0 w w COMPLETE BRICK LAN05GAPIN6 cy— WALL BETKEEN PLINTH5 _ ZO LLJ ~ Z 41 8_I Q Lu Q 0 EX15TING CONCRETE WALK 0 C U Q C a U � O • � � ' SHEET: _ PROP05ED 2 FOUNDATION PLAN PLAN OF 56ALE: 3/8 I'-0" 56ALE: 3/8'=1'-0" 6 I I I _ I DATE: 7 JULY 09 I SCALE: 3/8"=1'-0" FREV. DATE: DESCRIPTION: I _ © ERIC KUZMA 2009 oo ' '1 IJJ co ol I co < o O W E ''^^ a H // V/ 1..1..1 > 3 _____J___________________ 1 �_-________--- Q u N w co 0 / W / N ,� \\�\ - d O `o E (4) 2Xb DF #1 RAFTER5\H/ a TAPERED TAIL5,515TEREb's BTM.OF EXISTING RAFTER5, REFER TO SECTION FOR ,�'� SPAGE EVENLY. FURTHER DETAIL. tb"54° 8-I FASTEN TO BLOCKING IN5TALLED 2x8 P.T. HF#2 LEDGER W/ I/2" BETWEEN EXISTING RAFTERS. Z Q EXISTING GONG. CARRIAGE BOLTS(2) @ EA. END & 44 D.F. 5ELEGT 5TRUGTURAL d STAIRS BELOW STAGGER TOP/BTM. ® 36"O.G., TRAN50M WINDOW HEADER. Z _ 5/4x4 5ELEGT CEDAR DECKING,OR Z BETTER,W/HIDDEN FA5TENER5,TYP- -- ---- ---- ---- ---- -- -- -------- -------- --------- -- - - - ---- ----TEMPERED GLA55___ 5HEET OVER RAFTERS. SLOPE DEGK I/5" PER FT. o Q Q AWAY FROM HOUSE. tt' "� 2x4 P.T. THRUST BLOCK INSTALL GU5TOM BENT 5HEET LLLJ -. __ _ METAL PROFILE AT EDGE TO �C LL (FASTEN TO CONCRETE) o PRESSURE TREATED 2X6 JOISTS 5EGURE 6LA55,® BTM. EDGE U O o tlb" O.G. W/SIMPSON LU526. BEND 1/2" CURB ABOVE 5URFAGE 0 O OF GLA55 WHICH TOGETHER W/ PRESSURE TREATED 4X6 Df#2 INGREA51N6 RAFTER LENGTH WILL i - BEAM,((ANTILEVER OVER P05T5) 5-� GHANNEL WATER TO GOLLEGTOR GONNEGT TO P05T K/51MP50N @ LOWER RIGHT CORNER. 2x12 P.T. STRINGER,TYP.OF (3) X PG44,TYP. OF (2). .moo INSTALL RAIN CHAIN DOWN TO CC) z EXISTING GONG. -' FRAME DOWN AROUND ALL SIDES ROCK FILLED REGEPTAGLE, z of PLINTH.-z' PROVIDE DRAIN THROUGH DECK } Q P.T.2x4 BENCH FRAMING d GLAD W/(PAINTED) T-III GROOVED AT BOTTOM. J U5E DECKING FOR SEAT 5101NO TO MATCH HOU5E SKIRTING. O �w z LL w Z � O Lu z _ Z U) 3 > LLJ Q O ULu F— Q C U � O 0- SHEET: DEGK FRAMING RO O� SRAM I NC 3 PLAN PLAN OF: 5GAL.E: 3/8'=1'-0' 56ALE: 3/b'=1'-0" 6 NOTE TO GONTRAGTORS 4 BUILDING OFFIGIALS: - I. THESE PLANS ARE INTENDED fi0 CONTAIN DATE: 7 JULY 09 ALL THE INFORMATION REQUIRED TO SCALE: 1/2°=1'-0° REV.# DATE: DESCRIPTION: DEMONSTRATE GOMPLIANGE WITH APPLICABLE BUILDING � ZONING CODES. IN THE CASE OF © ERIC KUZMA 2009 ANY INFORMATION WHICH APPEARS TO BE wco LACKING, PLEASE CONTACT THE DESIGNER ``� < a E z � w M E IMMEDIATELY, c w (n Lli 0 3 0 v 2. THESE PLANS CONTAIN THE MAJORITY OF 2X BLOGKING 1/4"TEMPERED 6LA55 Q ::E o INFORMATION REQUIRED TO BUILD THE 1,10 4x4 DF.SELEGT.STRUG IURAL --SLOPED METAL DRIP EDGE w STRUG T URE A5 SHOWN. HOWEVER, IT IS NOT TRANSOM WINDOW HEADER WITH CURB 4 COLLECTOR P05515L E TO ANTICIPATE EVERY PIECE OF 2X6 DF#I RAFTERS W/TAPERED TAILS RAIN GHAIN DOWN d RE(EPTAGLE J INFORMATION NEEDED FOR GONSTRUG T ION. THE DESIGNER HAS MADE A GOOD FAITH EFFORT TO STRIKE A REASONABLE BALANCE BETWEEN FROV15ION OF INFORMATION i G05T OF THE PLANS. THE PLANS WILL INEVITABLY CONTAIN MINOR DISGREPANGIES & AREAS LACKING IN SPECIFIC INFORMATION. 7— DURING THE COURSE OF GONSTRUCTION, AS THESE AREAS EMERGE, THEY HILL REQUIRE U ATTENTION i RESOLUTION. THE BEST uW RESOLUTION OF THESE ISSUES 15 MOST U) OFTENAGHIEVED THROUGH A JOINT DEG151ON 2x4 CEDAR GUARD RAIL W/2x2 CEDAR BALUSTERSER5 ti MAKING PROCE55 INVOLVING THE OWNER(5) W 4'MAX.GAP BETWEEN /DESIGNER GONTRAGTOR(5). 5/44 SELEGT CEDAR DEGKING W/HIDDEN FASTENERS,TYP. SLOPE DECK IV PER FT. AWAY FROM HOUSE PRE55URE TREATED 2Xb � J0I5T5 W/51MP50N LU52b co 2xb P.T.HF#2 LEDGER ` P.T.DF#2 4Xb BEAM Z 0 P.T.44 P05T N 51MP50N } Q EXISTING GONGRETE EP644PHD6® BASE J STAIRS BELOW INSTALLED W/5ET EPDXYLLJ f— EX5ITING G.M.U.FND.WALL FRAME DOWN AROUND ALL 5IDE5 O Ld L 4 GLAD WV(PAINTED)T-III GROOVED O L1J Z SIDING TO MATCH HOUSE SKIRTING z P.T.20 BENGH FRAMING > J Q USE DEGKING FOR SEAT O Lv U i— Q EXISTING GONGRETE PLINTH C U (N 0 BRIGK LANDSCAPING WALL BETWEEN PLINTHS SHEET: 4 5EGTION OF: 56ALE: 1/7=r-0" 6 __- .. I- 1 ..... ---- ........ O.. ... _--. ....... ..... 2 4.: ._ r t - .. ... ................ I i ........ i — ,. _ — -- _. _ Z I .. EIEE:1 .. .. �Ell El a ............... CID I I ....... -- — .. .... ;: .....; ... ..... 11 < -- - _ _ _ b -- '. 0 .......... Z — — — ._. _- �J ! ❑❑ ... .............. — i .... ........... _. ..... 17-11 ..... ..... .0 Z ...._. ..... ....... ... ................ Z .. ❑❑❑ ❑❑❑........ r. .. ..... ❑❑❑ ........ ;..., : - -- - m ........................... -- (� C v pN _.. O RENOVATION FOR: LYNN 1_ PT. DESIGN N o M �' a, Cn CARLENE PROPOSED T IMBERFRAME 926 CA SS STREET 3265 EDDY STREET = ELEVATIONS PORT O60)379-39 DA 98368 Z PORT TOWNSEND, WA 98368 Phone: E-mail: erlckuzmaCo?msn.com .. ._- .__ .......- .... ................... . t j.. .. �.......... , ::. ..... ..... -- -- �....... I.... .. _- ... - ! ._.. ...... C ........ .... .... -....1 ..... �....... : .- O _ ..... _ -- ❑❑❑ -1 I.. r t .=�- F ... ..... f' 1-- i I -Y - f r .. ..... 1 , .... , .... i- .... .. y+ LLJ ... .. i -. ... ..... ..... ❑❑❑ - ........ .... .. . -- .... ... __.._ -...... O`....... rr _.. '......_ .... y. _. ............ Z i....�:] ............ '...t .......... - - , _. . ..... ❑❑❑ -- ❑❑❑ a ... -- Lj 4 ❑ ❑ ❑❑❑ . ... ❑❑❑ 0 - 1 ❑❑❑ ...... .. ❑❑❑ m ... -- < - ;- .. ........ O I _j ................ m ..... n C� __._._. .. — _ O .... N -- - 8 m � ., ➢ o m RENOVATION FOR: LYNN PT. DESIGN & D T 771 CARLENE T IMBERFRAME D 926 CASS STREET EXISTING 3265EDDYSTREET = PORT TOWNSEND,WA 98368 p PORT TOWNSEND, WA 98368 ELEVATIONS Phone: (360)379-3940 Z 8 E-mail: erlckuzma@msn.com • � � � � � � f� r 0 ���. ___ ... RENOVATION FOR: LYNN GARLENE FLE COP FOUhmATION R�AIR Y I V22/09 sFnwA�P62MIT FOR DATE: 7 JULY 09 q26 CA55 5TREET, PORT TOWNSEND, WA gb3bb 360-531-0504 SCALE: AS SHOWN REV.# DATE: DESCRIPTION: © ERIC KUZMA 2009 PRO.EGT DATA: REMODEL AREA: w NEW FRONT PORCH NEW FRONT PORCH: qb s.f. Q REVI5M ENTRY PATH: 210 s.f. N 32'45'H w Q o ZONING: R-2 NEW DRIVEWAY: Ib6 91. - - - - - - - - z E 50.00, c w °ram d 155UE5 NEW DE516N ADDRE55E5: °T b w } TAX PARCEL#: q65-101-106 w CO o p LOT COVERAGE 4 IMPERVIOUS AREA: I. GREATEST RISER HEIGHT IS q" C) � � c cNa s E LOT SIZE: 5,500 s.f. a a w LEGAL DESCRIPTION: (MAX. 1.15 PER I.R.G.). a SECTION: 2,QTR. SECTION: SW I/4, i 2. R15ER5 VARY IN HEIGHT BY 1 TOWNSHIP: 30 N, RANGE: M. TOTAL LOT COVERAGE (EXISTING � A5 MUCH A5 3" = PROPOSED BUILDING FOOTPRINT): 3. ENTRY DOOR 5WIN65 OVER = KUHN'S RANCH SUB DIV151ON 1621 s.f. or 2q1b% FIR5T R15ER. BLK L, LOT b TOTAL IMPERVIOU5 5URFACE: 1 4. GORE REQIRE5 36" LANDIN6 I I I 2053 or n 3% I MIN., FOR ENTRY DOOR. I I I z EXISTING HOU51E z U 15T FLOOR: 1501 s.f. TH15 PRO.ECT 5HALL COMPLY ' FRONT PORCH: 5&s.f. WITH THE FOLLOWING CODES: 1 I I iZ a Q WALKWAYS: 221 s.f. 200b I.R.C.,200b WSEC, 2006 VIAQ I I I o I LLJ a ❑ __ o rn C'l p LL (V1 z Ex15TING 1 1 I RE510ENGE I I I FIVE wAY Z °O PROP05ED } Q PORCH L-E1 Z LL W w 1 GA55 STREET 10� GA55 STREET z N (2.5 BLOCKS NORTH Or LAWRENGE 5T.) (2.5 BLOGK5 NORTH OF LAWRENGE 5T.) j J Q l I L' O U I-- I: 1 Q c V Qw UC1 � ao> 0- REVIEWED D FOR CODE aod0'kilo C M p E C SHEET: CIA zo. l I EXI5TIN6 PERMIT - PROP05ED OF: 51 TE PLAN 51 TE PLAN - SCALE: I"=20'-O" BY 5CALE: 1"=20'-0" - ---= 6 � .\/\�\ � �� z :�f%� ��/ \ � - (�� . . � • = Ate;� ��� ��;,�»Z»� � / �\/� � »� ���� 7: � S /iJ � . 3. §�� � | ��!Z a= ;��3�a �%�� K�w2 »��w;�� ! _ _���_�__2�%2 ©�������\���/\ � __�:,_����___��5 I I I _ I I DATE: 7 JULY 09 _ I I SCALE: 3/8"=1'-0" REV.# DATE: DESCRIPTION: © ERIC KUZMA 2009 L_- NOTE5: w co I -FOR PORCH P05T TO FOOTING GONNEGTION,U5E 51MP50N EPB44PH06 : IN5TALLED WITH 5ET EPDXY 4" DEEP(MIN.) a y REPLACE TRANSOM REPLACE EXI5TIN6 A71G WINDOW _ I Z w Z E _ OVER OFFIGE DOOR. W/NEW 5/60/6 VINYL SLIDER - ALL WOOD IN GONTAGT N GONGRETE MUST BE PRE55URE TREATED (D OR NATURALLY DEGAY RE515TANT OR 150LATED FROM GONG. WITH � w o 3 COLOR TO BE WHITE. I u1 m o o d . WINDOW HARDWARE TO BE STANDARD. IMPERMEABLE MATERIAL. ALL METAL GONNEGTOR5 IN GONTAGT WITH c 7 TREAD5 $ & R15ER5, WINDOW TO HAVE AN NFRG U-VALUE I PRE55URE TREATED WOOD TO BE GALVANIZED TO MINIMUM 5TD'5. ; ° -2 w GROUND TO DECK +/- -6 I OF 6185 (51MP5ON 7-MAX) OR HOT-DIP GALVANIZED(51MP50N 'HOG). r2 MAX. RISER HEIG OF 0.35 OR LOWER. � I ALL NAIL5,5GREW5,5OLT5 AND OTHER GONNEGTOR5IN GONTAGT WITH MIN. TREAD D 10" I PRE55URE TREATED WOOD SHALL BE OF THE SAME MATERIAL A5 THE REVER5E BOTH BRAGKET TO AVOID GALVANIG REACTION. 2x4 GE R GUARD RAIL @36" REMOVE BUILT-UP EXISTING DOOR SWINGS CONCRETE STRENGTH TO BE 2500 (MIN.)P51 AFTER 28 DAYS G T. HAND RAIL m 36" THRESHOLD INSTALL NEW 5 LITE VE 5TAIR N051NG5,BOTH REMOVE EXI5TING 5'-2"x I'-6" TRAN50M -REFER TO 5EGTION FOR FURTHER DETAIL. Z W/2x2 CEDAR BALUSTERS PORCH ROOF OVER DOOR L W/4" MAX. GAP BETWEEN I Q � O -- -- -------------------- -- I I _._.._....._..__....__._..._........._.....__._...- - -........ - O.._.._._...-t..................... 5-0 EXISTING 6"5LOFED EXI5TIN6 GONGRETE j 0 Q GONGRETE WALL 5TAIR5 TO REMAIN BELOW 0 UP - __ROOF_RBOVF - �- o o �--- - .... NEW 4"GONCRTE WLKWY O LLL .... (5ALT d PEPER FIN15H) I 4'-4" NEW P.T. 44 PO5T _ I . .......... _.................. — --..__ ....__............................. ABOVE,TYP. OFF(2) W/51MP50N EF544PH06 © © co = INSTALLED W/5ET EP FRAME-BENGH BETWEEN-- ry c -(USE-DECKING-FOR-FINI5H 5URFAGE)- Z co f REMOVE GONGRETE PAD z Q f REMOVE GONGRETE PAD BETWEEN PLINTHS _ NEW GONGRETE BETWEEN PLINTH5 WALKWAY Lu COMPLETE BRICK LAN05CAPING EXI5TIN6 GONGRETE PLINTH LLO w w WALL BETWEEN PLINTHS 0 L1J c~n Z Lu u O EXISTING CONCRETE WALK 0 � U Q C c U � 0- SHEET: - PROP05ED 2 FOUNDATION PLAN PLAN OF: 6 %AL.E: 3/8°=1'-0" 56ALE: 3/8 i i i DATE: 7 JULY 09 � SCALE: 3/8"=I'-0" REV.# DATE: DESCRIPTION: © ERIC KUZMA 2009 w �Q/ 3 0 ` W 0 E LL c w V7 u.l -------------/----------------------------1---- w CD o 0 .. (4) 2X6 DF #1 RAFTER5\N a a w TAPERED TAILS,515TEREb,@ BTM.OF EXISTING RAFTERS, , REFER TO 5EGTION FOR SPACE EVENLY. = t FURTHER DETAIL. 4" g_1 FASTEN TO BLOCKING INSTALLED 2x8 P.T. HF#2 LEDGER W/ 1/2" BETWEEN EXISTING RAFTERS. ZQ Q EXISTING GONG. CARRIAGE BOLT5(2) ® EA. END d 4x4 D.F. SELECT STRUCTURAL 5TAIR5 BELOW 5TAG6ER TOP/BTM ® 3b" O.G., _- TRAN50M HINDOH HEADER. QD QD _ Z Z 5/4x4 5ELEGT CEDAR DECKING,OR INSTALL I/4" TEMPERED GLA55 BETTER,W/HIDDEN FASTENERS,TYP. -- ---- ---- ---- ---- -- -- -------- -------- --------- -- - - - ------------------------- : c SLOPE DECK I/8" PER FT. o SHEET OVER RAFTERS. AWAY FROM HOUSE. 2x4 P.T.THRU5T BLOCK INSTALL GU5TOM BENT SHEET LL U- LL o (FA5TEN TO CONCRETE) --....... ... - PRESSURE TREATED 2X6 JOISTS METAL PROFILE AT EDGE TO �C ® '16" O.G. W/51MP50N LU526. SECURE GLA55, BTM. EDGE U BEND 1/2" CURB ABOVE 5URFAGE 0 OF 6LA55 WHICH TOGETHER W/ C PRE55K TREATED 4X6 DF#2 INGREA5ING RAFTER LENGTH HILL BEAM,(CANTILEVER OVER P05T5) 5-T CHANNEL WATER TO COLLECTOR GONNECT TO P05T H/51MP50N @ LOWER RIGHT CORNER. 2x12 P.T.5TRINGER,TYP. OF(5) x x co P644,TYP.OF(2). �p INSTALL RAIN CHAIN DOWN TO M EXISTING GANG FRAME DOWN AROUND ALL SIDES ROCK FILLED RECEPTACLE, Z co PLINTH.--" PROVIDE DRAIN THROUGH DEGK } Q P.T.2x4 BENCH FRAMING 4 GLAD IN(PAINTED) T-111 GROOVED AT BOTTOM. J USE DECKING FOR SEAT SIDING TO MATCH HOU5E 5KIRTIN6. C O Iw Z ILL w Z w N Z o w > —iQF— = O C U Lu Q U ON ' - SHEET: - 3 DECK FRAMING R001` FRAMING OF: PLAN PLAN n , 6 5G&E: 3/8 n_-I-0o 56ALE: 3/8 =1-o„ NOTE TO GONTRAGTORS $ BUILDING OFFIGIALS: FDATE: JULY 09I. THESE PLANS ARE INTENDED TO CONTAIN ALL THE INFORMATION REQUIRED TO /2°-r-o° DEMONSTRATE GOMPLIANGE WITH APPLIGABLE REV.# DATE: DESCRIPTION: • BUILDING $ ZONING CODES. IN THE CASE OF © ERIC KUZMA 2009 co ANY INFORMATION HHIGH APPEARS TO BE L LAGKIN6, PLEASE GONTAGT THE DE51ONER01 Q 3 IMMEDIATELY. Z L c W C9 � rZs3 2. THESE PLANS CONTAIN THE MAJORITY OF 2X BLOCKING I/4'TEMPERED GLASS p o INFORMATION REQUIRED TO BUILD THE — C4 o ° E 4x4 OF.SELEGT.STRUGTURAL —SLOPED METAL DRIP EDGE 1) a a Lu STRUGTURE A5 SHOWN. HOWEVER, IT 15 NOT TRAN50M WINDOW HEADER WITH CURB 4 COLLECTOR P05515LE TO ANTICIPATE EVERY PIECE OF 2Xb DF#I RAFTERS W TAPERED TAILS ---RAIN CHAIN DOWN 4 RECEPTACLE INFORMATION NEEDED FOR CONSTRUCTION. THE DE516NER HAS MADE A GOOD FAITH EFFORT TO STRIKE A REASONABLE BALANCE BETWEEN PROVISION OF INFORMATION 8 G05T OF THE PLANS. THE PLANS HILL INEVITABLY CONTAIN MINOR D15GREPANGIE5 i AREAS LAGKIN6 IN SPECIFIC INFORMATION.DURING THE GOURSE OF CONSTRUGTION, A5 O 0 THESE AREAS EMERGE, THEY HILL REQUIRE U ATTENTION i RESOLUTION. THE BEST W RESOLUTION OF THESE ISSUES 15 M05T Cn OFTENAGHIEVED THROUGH A JOINT DEG1510N 2x4 CEDAR GUARD RAIL®36' N 2x2 CEDAR 5ALU5TER5 MAKING PROCESS INVOLVING THE OHNER(5) W/4"MAX.GAP BETWEEN /DESIGNER $ CONTRAGTOR(5). 5/4x4 SELEGT CEDAR DECKING N HIDDEN FASTENERS,TYP. SLOPE DECK 115'PER FT. AWAY FROM HOUSE PRE55URE TREATED 2X6 10 co J015T5 W/5IMP50N LU52b P.T.DF#2 4X6 BEAM Z co 26 P.T.HF#2 LEDGER P.T.4x4 P05T YV 51MP50N } Q C EXI5TIN6 GONRETE EP644PHD6®BASE J STAIRS BELOW INSTALLED H/5ET EPDXY O W p EXSITING G.M.U.FND.KALL Z 11 w FRAME DOHN AROUND ALL 51DE5 a w 4 GLAD N(PAINTED)T-III GROOVED 0 L u C�-n- Z 51DIN6 TO MATCH HOUSE SKIRTING H Z Cn P.T.2x4 BENCH FRAMING > J U USE DECKING FOR SEAT 0 Qv C EXISTING GONGRETE PLINTH c U C), 0 BRIGK LAND5GAPIN6 HALL BETWEEN PLINTHS SHEET: 4 SECTION OF: 56ALE: 1/2°=1'-0" 6 --- - - _._ — ... —— i — —_ ... — `` I ... ...... rn ..... .... ..._... ... _ rn ... ".... �.... ,. ... j : , i i - o Z ❑❑❑ ........................... ............... _ - i - r rr .. ❑❑ .n .......... . rrr ❑❑ — D b ❑❑ .......... -� 0 ... .... z _ _ .. ❑❑❑ ❑❑❑ .. ..._ .... ..... ..... ...... ,. i y ............... :. ..... ' .. .- ._1 ...... .._ .. ., ........ �I ...... ....... ... ..—. ..i .... ..... .......... - - f ........ z i - rn -- - Z >7 rn ....... Zt .... ... .... ❑❑❑ f71 ❑❑❑ ............... ❑❑❑ -,- ..._... .. > .._.. _.. — .... f A m n � ... .. N S... D...... ..... ...... , ......- rn RENOVATION FOR: LYNN P.T. DESIGN & D D O m r m T Uri CARLENE PROPOSED T IMBERFRAME N 926 CA SS STREET 3265 EDDY STREET cn PORT TOWNSEND,WA 98368 Q o PORT TOWNSEND WA 98368 ELEVATIONS Phone: (360)379-3940 Z E-mail: erkkuzma@msn.com ... I .I ..... ... ........ .... ............... 1. ..ri I .li:.. .. _,_ ._ t ..... .. .. ..............;,. ......._. ._ i ... .. �,1 i... ........ .... .. — �I I = .. , ;.. _. ... ❑❑❑ .. ❑❑❑ _..........__....___........ ............... -f ...... ... Ub ................................ — .......... - ❑ ❑ r : . z ................ Li ❑❑❑ _ - _ ❑❑❑ . . _ c -- � r > ..._ — 7. ... ❑ ❑❑❑ _ ❑❑❑.. i .........- ._ ❑❑❑ -. ............. -- ......__.._ _ — — ......................... ..... O ......... .. No.. .. .... ._ O 2 o m RENOVATION FOR: LYNN PT. DESIGN & D T r m CARLENE EXISTING T IMBERFRAME N 926 CASS STREET 3265 EDDY STREET N PORT TOWNSEND,WA 98368 O o PORT TOWNSEND WA 98368 ELEVATIONS Phone: (360)379-3940 Z10 E-mail: erickuuna@msn.com CITY OF PORT TOWNSCN PERMIT ACTIVITY LOG PERMIT # -bLp U&? , I 1-f DATE RECEIVED SCOPE OF WORK: DATE ACTION INITIALS ENTERED INTO CHET s CHECKED FOR COMPLETENESS c da 1 2 D /rrC w /nt/Q( C Zoning: Setbacks OK? 6l 6 f vl { t Lot Size: Building Size: q On Lot Coverage: FAR OK? Height OK? Parkin OK? Critical Area? Demo? Historic Rev? -(f=,s P `(gyp Notice to Title? Lots of Record? o�QORrro�ti BUILDING PERMIT City of Port Townsend Development Services Department �wns+�' 250 Madison Street,Suite 3, Port Townsend,WA 98368 (360)379-5095 Project Information Permit# BLD09-149 Permit Type Residential- Addition/Remodel Project Name NEW FRONT PORCH Site Address 926 CASS ST Parcel# 965701706 Project Description New front porch Names Associated with this Project License Type Name Contact Phone# Type License# Exp Date Applicant Carlene Lynn Owner Carlene Lynn Contractor Goldenberg ()- CITY 007441 12/31/2009 Construction Contractor Goldenberg Q - STATE GOLDECL933T 08/13/2009 Construction Fee Information Project Details Project Valuation $3,000.00 Entered Bid Valuation 3,000 DOLL Plan Review Fee 54.11 Units: Heat Type: PLAN REVIEW DEPOSIT 50 50.00 Bedrooms: Construction Type: PLAN REVIEW REFUND 50 -50.00 Bathrooms: Occupancy Type: Building Permit Fee 83.25 State Building Code Council Fee 4.50 Technology Fee for Building Permit 5.00 Record Retention Fee for Building 4.25 Permit Total Fees $ 151.11 Conditions 10. Property corner survey pins must be located at time of footing inspection to verify setbacks. ***SEE ATTACHED CONDITIONS *** Call 385-2294 by 3:00pm for next day inspection. Permits expire 180 days from issuance if work is not commenced, or if work is suspended for a period of 180 days. Work is verified by obtaining a valid inspection. The granting of this permit shall not be construed as approval to violate any provisions of the PTMC or other laws or regulations. I certify that the information provided as a part of the application for this permit is true and accurate to the best of my knowledge. I further certify that I am the owner of the property or authorized agent of the owner. Print Nam Date Issued: Issued By: Signature _ Date�� ^�_ Date Expires: 01/19/2010 �F pORT TO$ Receipt Number: 0? 0811 Receipt Date 09128/20Q9 Cashier AANGUD Payer/Payee Name CAREENE,LYNN' y r _.� 3?'. .��.,.T:. '. �'. ", `��.r..��'� "' ems' ME Parcel Fee D crtptton € ; <r%lmount � Paid °Balance k BLD09-149 965701706 Plan Review Fee $54.11 $54.11 $0.00 BLD09-149 965701706 PLAN REVIEW REFUND 50 -$50.00 -$50.00 $0.00 BLD09-149 965701706 Building Permit Fee $83.25 $83.25 $0.00 BLD09-149 965701706 State Building Code Council Fee $4.50 $4.50 $0.00 BLD09-149 965701706 Technology Fee for Building Permit $5.00 $5.00 $0.00 BLD09-149 965701706 Record Retention Fee for Building Per $4.25 $4.25 $0.00 Total: $101.11 �� Za`ss..',x, ate' ?, - 2 _ r Preuwus Paym entHjstory _, ,Ftecetpt# z iReceipt Date Fee D' scrtptton- � amount Pattl Permit# 01 ,—,,a :.m .�.e 09-0589 07/23/2009 PLAN REVIEW DEPOSIT 50 $50.00 BLD09-149 Payment � Check "��Mi& a en" Amount CHECK 2096 $101.11 Total: $101.11 genpmtrreceipts Page 1 of 1 CERTIFICATE OF REVIEW and FINDINGS OF THE HISTORIC PRESERVATION COMMITTEE Design Review Application HPC09-033, Lvnn Carlene The Port Townsend Historic Preservation Committee has completed its design review of the: New residential front porch, steps with railing, transom window above door, porch roof. Representative: Eric Kuzma For the building located at: 926 Cass Street The building classification: (highlight one). N/A Pivotal Primar},- Secondary Altered Historic/Recent Compatible Intrusion Review of the project is: Mandatory per Ordinance 2969 Compliance with review is: Mandatory per Ordinance 2969 The review was conducted pursuant to Chapter 17.30 and of the Port Townsend NIumcipal Code, and was based on the application submitted on July 23, 2008 Applicable Guidelines: Secretary of the Interior Guidelines After review of relevant design guidelines, the Historic Preservation Committee finds that the proposed development: (circle one) CONTRIBUTES IS ACCEPTABLE DOES NOT CONTRIBUTE to the Port Townsend Historic District AS PRESENTED, subject to the following conditions/limitations: �--, Issued this t (day of - Chair, Historic Preservation Committee �isapproved by DSD Director (or designee) Bcd_Permits Form Letters2 Page 1 of/-Revised 12198 Development Services PORT Tp -f Ia9 F 3 4s 250�Maiison St�teet Suite . nserid WAY98369 1 1 r360 379=5095 360 444 619 ,,. _ fK Residential Building Permit Application Project Address: Legal Description (or Tax#): Office Use`Only !22-(V C A. <S Addition: y'Qa4S Permit umt�er 5 z Zoning: �'Z Block: L- BLD Parcel# Lot(s): iate Per it Project Description: 'i T To ➢ Applications by mail must include a check for initial plan review fee of$150 for projects valued over$15,000. See Page 2 for details on plan submittal requirements. Lender Information: Lender information must be provided for projects Property Owner/Applicant: over$5,000 in valuation per RCW 19.27.095. Name: h(I: Name: �. . Address: Q7-(, «S SrizrcF-T City/St/Zip: pay.N-to V-6F-tSD ,WA 9$3b8 Project Valuation: $ �C'C> 6 Phone: o14 Building Information (square feet): Email: Lv nr1c?'AORe `��'�, -�'Yrl 151 floor Garage: 2nd floor Deck(s): /r Contact/Representative: Td floor Porch(es): S 7,$-', Name: tL VLu, �=u zx-v�. Address: 37r1oc� Fyn` 5(o-F—ET Basement: Is it finished? Yes No City/St/Zip: 9CtF- Carport: Other: Phone: ( 3(gc)) 3`19 -39-(c Manufactured Home❑ ADU❑ Email: a NewAddition�< Remodel/Repair Contractor: Same as Owner Total Lot Coverage(Building Footprint):* Name: Square feet: `6 LI % Z /,(o Address: Impervious Surface:* City/St/Zip: Square feet: 'Zo�2✓ *Total existing&oroposed Phone: Email: What year was the structure built? We IY76 State License#: Exp: If work includes demolition,see Page 2. City Business License#: Any known wetlands on the property? Y -40 Any steep slopes(>15%)? Y I hereby certify that the nformatio ovided is correct,that I am either the owner or authorized to act on behalf of the owner and that all activities a ociated t this permit will-be in-accordance_with_Stafe_Laws.and_the Port Townsend Municipal Code. OSO Print Name: l'l U ON3SNPA01 AOd ,0 A110 Si nature. 1 /771 Fight p Date l rl g Page 1 of 2 1/200 Z l ( I u OF PORT TOw c? Receipt Number: 09-0589 Receipt Date: 07/23/2009 Cashier: SFOSTER Payer/Payee Name: ERIC KUZMA Original Fee Amount Fee Permit# Parcel Fee Description Amount Paid Balance BLD09-149 965701706 PLAN REVIEW DEPOSIT 50 $50.00 $50.00 $0.00 Total: $50.00 Previous Payment History Receipt# Receipt Date Fee Description Amount Paid Permit# Payment Check Payment Method Number Amount CASH N/A $50.00 Total: $50.00 genpmtrreceipts Page 1 of 1 Roof Beam(2006 International Building Code(05 NDS)1 Ver: 7.01.14 By: Eric Kuzma , P.T. Design on: 07-23-2009: 12:03:43 AM Project:CARLENE-Location:TRANSOM HEADER Summary: 3.5 IN x 3.5 IN x 5.17 FT /Select Structural-Douglas-Fir-Larch (North)-Dry Use Section Adequate By:28.5% Controlling Factor: Section Modulus/Depth Required 3.09 In Deflections: Dead Load: DLD= 0.08 IN Live Load: LLD= 0.13 IN =U463 Total Load: TLD= 0.22 IN=U284 Reactions(Each End): Live Load: LL-Rxn= 512 LB Dead Load: DL-Rxn= 323 LB Total Load: TL-Rxn= 835 LB Bearing Length Required(Beam only,support capacity not checked): BL= 0.38 IN Beam Data: Span: L= 5.17 FT Maximum Unbraced Span: Lu= 0.0 FT Pitch Of Roof: RP= 3. : 12 Live Load Deflect. Criteria: U 240 Total Load Deflect. Criteria: U 180 Roof Loading: Roof Live Load-Side One: Q LL1= 25.0 PSF Roof Dead Load-Side One: O DL1= 15.0 PSF Tributary Width-Side One: TW1= 3.5 FT Roof Live Load-Side Two: LL2= 25.0 PSF Roof Dead Load-Side Two: DL2= 15.0 PSF Tributary Width-Side Two: TW2= 4.42 FT Roof Duration Factor: Cd= 1.15 Beam Self Weight: BSW= 3 PLF Slope/Pitch Adjusted Lengths and Loads.- Adjusted Beam Length: Ladj= 5.17 FT Beam Uniform Live Load: wL= 198 PLF Beam Uniform Dead Load: wD_adi= 125 PLF Total Uniform Load: wT= 323 PLF Properties For. Select Structural-Douglas-Fir-Larch (North) Bending Stress: Fb= 1350 PSI Shear Stress: Fv= 180 PSI Modulus of Elasticity: E= 1900000 PSI Adjusted Modulus of Elasticity: E-Min= 690000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties Fb'(Tension): Fb'= 2329 PSI Adjustment Factors: Cd=1.15 CF=1.50 Fv': Fv'= 207 PSI Adjustment Factors: Cd=1.15 Design Requirements: Controlling Moment: M= 1079 FT-LB 2.585 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= 752 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment): Sreq= 5.56 IN3 S= 7.15 IN3 Area(Shear): Areq= 5.45 IN2 A= 12.25 IN2 Moment of Inertia (Deflection): Ireq= 7.93 IN4 1= 12.51 IN4 ���C CLOY Multi-Loaded Beam[2006 International Building Code(05 NDS)]Ver: 7.01.14 By: Eric Kuzma , P.T. Design on:07-23-2009 Project: CARLENE-Location: DECK BEAM Summary: 3.5 IN x 5.5 IN x 8.09 FT(1.9+4.3+ 1.9)/#2-Douglas-Fir-Larch(North)-Wet Use Section Adequate By: 293.0% Controlling Factor: Section Modulus/Depth Required 3.39 In SHEAR,MOMENT,AND DEFLECTION DIAGRAMS Load combination shown:Controlling Shear/Moment/Deflection Diagrams 500 338 Ibs @ 2 ft 250 Shear (Ibs) 0 -250 -500 -443 Ibs @ 6 ft 400 A91 ;� 331 ft-Ibs @ 4 ft I 200 j Moment (ft-lb) 0 ' t -200 I i -400 -92 ft-Ibs @ 6 ft -0.03 -0.014 in @ 4 ft — -0.015 Deflection (in) 0 0.015 i 0.03 0.029in@0ft i I Left Cantilever = 1.88 ft Center Span =4.33 ft Right Cantilever = 1.88 ft Controlling Load Cases: Shear: Critical shear created by combining all dead loads and live loads on span(s) 2, 3 Moment: Critical moment created by combining all dead loads and live loads on span(s)2 Deflection: Critical deflection created by live loads only on span(s) 1 3 LOADING DIAGRAM w A B Left Cantilever = 1.88 ft T Center Span =4.33 ft Right Cantilever = 1.88 ft n • Page:4 Multi-Loaded Beam(2006 International Buildinq Code(05 NDS)1 Ver: 7.01.14 By: Eric Kuzma , P.T. Design on:07-23-2009 : 12:03:50 AM Project: CARLENE-Location: DECK BEAM Controllinq Moment: M= 331 FT-LB 2.165 Ft from left support of span 2 (Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Controllinq Shear: V= 365 LB At a distance d from right support of span 2(Center Span) Critical shear created by combining all dead loads and live loads on span(s)2, 3 Comparisons With Required Sections: Section Modulus(Moment): Sreq= 4.49 IN3 S= 17.65 IN3 Area(Shear): Areq= 3.14 IN2 A= 19.25 IN2 Moment of Inertia (Deflection): Ireq= 11.32 IN4 1= 48.53 IN4 Multi-Loaded Beam(2006 International Building Code(05 NDS)1 Ver:7.01.14 Bv: Eric Kuzma , P.T. Design on:07-23-2009 : 12:03:50 AM Project: CARLENE-Location: DECK BEAM Summary: 3.5 IN x 5.5 IN x 8.09 FT 0.9+4.3+ 1.9)/#2-Douqlas-Fir-Larch(North)-Wet Use Section Adequate By: 293.0% Controlling Factor: Section Modulus/Depth Required 3.39 In Left Cantilever Deflections: Dead Load: DLD-Left= 0.00 IN Live Load: LLD-Left= 0.03 IN =2U1543 Total Load: TLD-Left= 0.03 IN=2U1389 Center Span Deflections: Dead Load: DLD-Center- 0.00 IN Live Load: LLD-Center- 0.02 IN =U3400 Total Load: TLD-Center- 0.02 IN =U3273 Right Cantilever Deflections: Dead Load: DLD-Riqht= 0.00 IN Live Load: LLD-Riqht= 0.03 IN =2U1543 Total Load: TLD-Right= 0.03 IN=2U1389 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 571 LB Dead Load: DL-Rxn-A= 211 LB Total Load: TL-Rxn-A= 782 LB Bearing Length Required(Beam only, support capacity not checked): BL-A= 0.53 IN Center Span Right End Reactions(Support B): Live Load: LL-Rxn-B= 571 LB Dead Load: DL-Rxn-B= 211 LB Total Load: TL-Rxn-B= 782 LB Bearing Length Required (Beam only, support capacity not checked): BL-B= 0.53 IN Dead Load Uplift F.S.: FS= 1.5 Beam Data: Left Cantilever Length: L1= 1.88 FT Left Cantilever Unbraced Lenqth-Top of Beam: Lu1-Top= 0.0 FT Left Cantilever Unbraced Length-Bottom of Beam: Lu1-Bottom= 1.88 FT Center Span Length: L2= 4.33 FT Center Span Unbraced Lenqth-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 4.33 FT Right Cantilever Length: L3= 1.88 FT Right Cantilever Unbraced Length-Top of Beam: Lu3-Top= 0.0 FT Right Cantilever Unbraced Length-Bottom of Beam: Lu3-Bottom= 1.88 FT Live Load Duration Factor: Cd= 1.00 Live Load Deflect. Criteria: L/ 360 Total Load Deflect. Criteria: U 240 Left Cantilever Loading: Uniform Load: Live Load: wL-1= 128 PLF Dead Load: wD-1= 48 PLF Beam Self Weight: BSW= 4 PLF Total Load: wT-1= 180 PLF Center Span Loading: Uniform Load: Live Load: wL-2= 128 PLF Dead Load: wD-2= 48 PLF Beam Self Weight: BSW= 4 PLF Total Load: wT-2= 180 PLF Right Cantilever Loading: Uniform Load: Live Load: wL-3= 128 PLF Dead Load: wD-3= 48 PLF Beam Self Weight: BSW= 4 PLF Total Load: wT-3= 180 PLF Properties For:#2-Douglas-Fir-Larch (North) Bending Stress: Fb= 850 PSI Shear Stress: Fv= 180 PSI Modulus of Elasticitv: E= 1600000 PSI Adjusted Modulus of Elasticity: E-Min= 580000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties Fb'(Tension): Fb'= 884 PSI Adjustment Factors: Cd=1.00 CF=1.30 Ci=0.80 Fv�: Fv'= 175 PSI Adjustment Factors: Cd=1.00 Cm=0.97 E�: E'= 1368000 PSI E-Min': E-Min'= 495900 PSI Adjustment Factors: Cm=0.90 Ci=0.95 Fc'_perp: Fc'_perp= 419 PSI Adjustment Factors: Cm=0.90 Ci=0.95 Design Requirements: Floor Joist[2006 International Building Code(05 NDS)]Ver: 7.01.14 By: Eric Kuzma , P.T. Design on: 07-23-2009 Project: CARLENE-Location: DECK JOIST Summary: 1.5 IN x 5.5 IN x 5.33 FT @ 16 O.C./#2-Douglas-Fir-Larch-Wet Use Section Adequate By: 121.4% Controlling Factor: Section Modulus/Depth Required 3.7 In SHEAR,MOMENT,AND DEFLECTION DIAGRAMS Load combination shown: Controlling Shear/Moment/Deflection Diagrams 200 — 195 lbs @ 0 ft I 100 Shear (Ibs) 0 -100 -200 -195 lbs @ 5 ft 300 260 ft-lbs @ 3 ft 150 Moment (ft-lb) 0 i -150 j -300 -0.05 -0.025 Deflection (in) 0 j 0.025 0.05 Tin@2.7ft Center Span =5.33 ft Controlling Load Cases: Shear: Critical shear created by combining all dead loads and live loads on span(s)2 Moment: Critical moment created by combining all dead loads and live loads on span(s)2 Deflection: Critical deflection created by combining all dead loads and live loads on span(s)2 LOADING DIAGRAM A B Center Span =5.33 ft j Floor Joist(2006 International Building Code(05 NDS)1 Ver: 7.01.14 Bv: Eric Kuzma , P.T. Design on: 07-23-2009 : 1:11:47 PM Project: CARLENE-Location: DECK JOIST Summary: 1.5 IN x 5.5 IN x 5.33 FT (a-)- 16 O.C./#2-Douglas-Fir-Larch-Wet Use Section Adequate By: 121.4% Controlling Factor: Section Modulus/Depth Required 3.7 In Center Span Deflections: Dead Load: DLD-Center- 0.01 IN Live Load: LLD-Center= 0.03 IN=L/1879 Total Load: TLD-Center= 0.05 IN=L/1367 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 142 LB Dead Load: DL-Rxn-A= 53 LB Total Load: TL-Rxn-A= 195 LB Bearing Length Required (Beam only, support capacity not checked): BL-A= 0.31 IN Center Span Right End Reactions(Support B): Live Load: LL-Rxn-B= 142 LB Dead Load: DL-Rxn-B= 53 LB Total Load: TL-Rxn-B= 195 LB Bearing Length Required(Beam only, support capacity not checked): BL-B= 0.31 IN Joist Data: Center Span Length: L2= 5.33 FT Floor sheathing applied to top of joists-top of joists fully braced. Live Load Duration Factor: Cd= 1.00 Live Load Deflect. Criteria: L/ 480 Total Load Deflect. Criteria: L/ 360 Center Span Loading: Uniform Floor Loading: Live Load.. LL-2= 40.0 PSF Dead Load: DL-2= 15.0 PSF Total Load: TL-2= 55.0 PSF Total Load Adjusted for Joist Spacing: wT-2= 73 PLF Properties For:#2-Douglas-Fir-Larch Bending Stress: Fb= 900 PSI Shear Stress: Fv= 180 PSI Modulus of Elasticity: E= 1600000 PSI Adjusted Modulus of Elasticitv: E-Min= 580000 PSI Stress Perpendicular to Grain: Fc-perp= 625 PSI Adjusted Properties Fb'(Tension): Fb'= 915 PSI Adjustment Factors: Cd=1.00 Cm=0.85 CF=1.30 Cr-1.15 Ci=0.80 Fv': Fv'= 175 PSI Adjustment Factors: Cd=1.00 Cm=0.97 E': E'= 1368000 PSI E-Min': E-Min'= 495900 PSI Adjustment Factors: Cm=0.90 Fc'-perp: Fc'-perp= 419 PSI Adjustment Factors: Cm=0.90 Ci=0.95 Design Requirements: Controlling Moment: M= 260 FT-LB 2.665 Ft from left support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Controlling Shear: V= 164 LB At a distance d from right support of span 2(Center Span) Critical shear created by combining all dead loads and live loads on span(s)2 Comparisons With Required Sections: Section Modulus(Moment): Sreq= 3.42 IN3 S= 7.56 IN3 Area(Shear): Areq= 1.41 IN2 A= 8.25 IN2 Moment of Inertia (Deflection): Ireq= 5.48 IN4 1= 20.80 IN4 `� J.0c