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I I PROJECT DESCRIPTION: DRAWING INDEX: �i � Al- COVER SHEET A4- DETAILS ADDITION OF STAIRS, RAILING A2- FRAME PLAN A5- DETAILS OFFICE COPY A3- FRONT VIEWS AG- DETAILS CITY OF TIGAIED pPVTSTON REVIEWED FOyCODE COMPLIANCE uvood structural members that are DESIGN CRITERIA exposed to the weather to be Approved: [✓✓✓ ] Pressure Treated or decay resistant OTC: [ I per 317.1.3 • WIND- 135 ULTIMATE Perm it #: ItiLS' 22 D o2`{(P timmimmi g �, • EXPOSURE- B 5i ,: § - -,.-1-fi i - I is 31 I� • A(�il r&',s: D O �" L�/\ "� � •�,� FROST DEPTH- 12" ;. .efiliji • SEISMIC- D1 Suitt #: r. z#k" ," ' ,� ,3:;. III III • MAIN ROOF SNOW I3> / Date: 3 ZZ Zc3 "AT - � � i, ��!@ r : ; J • ROOF LOAD- 25PSF MIN. NO REDUCTION •� --- • GROUND SNOW- 30 PSG a :.: • SOIL- 1,50o PSF BEARING Approved plans 7,,' shall be on ob sI# C. y � t6 §. �, , s .;ice ABBREVIATIONS a�„ I &- AND @- AT a ` APPROX.- APPROXIMATE B.O.-BOTTOM OF ry..e f irf .. j{ € BLKG.- BUILD 14- ING COL.- COLUMN ' fi € �it CONC.- ONCRETECOORD.-COORDINATION , D.F.— DOUGLAS FIR DTL.- DETAIL ` � y y DIM.- DIMENSION DN.- DOWN . (E)- EXISITING ENG.- ENGINEERED E E UAL EXT. - EXTERIOR ♦* i s } I4r Q 4vRr FIN.- FINISH FT.- FEET FTG.- FOOTING L.H.H.- LEFT HAND HINGE „ MIN.- MINIMUM MAX.- MAXIMUM NEC.- NECESSARY MANF.- MANUFACTURER N.T.E- NOT TO EXCEED (N).- NEW O.C- ON CENTER N.T.S.- NOT TO SCALE VALIDITY OF PERMIT O.T.O- OUTSIDE TO OUTSIDE O.H.- OVERHANG THE ISSUANCE OF A PERMIT LIA± 4� TV R.H.H.-RIGHT HAND HINGE O.S.L.I.- OUTSIDE LOOKING IN The City of Tigard p€e; its BASED ON CONSTRUCTION e=spl:yeas she!" S.F.- SQUARE FEET SQ.- SQUARE DOCUMENTS AND OTHER resp,.Fnsib;e f;�r 'in.-- .,-,, y s TYP.-TYPICAL STRUCT.- STUCTURAL DATA SHALL NOT PREVENT THE CODE OFFICIAL FROM ?yFsr may a' W/.-WITH T.O.- TOP OF REQUIRING THE CORRECT'ON V.I.F.- VERIFY IN FEILD OF ERRORS.ORSC 105.4 No. Description Date COVER SHEET PRUITT, Charley & Miranda DESIGN 12030 SW, TURNAGAIN DR. Project Number: Date: 12/29/22 ri os7e-o-PRUITT A 1 VULCAN&CONSTRUCTION, INC. TIGARD, OR 97224 Drawn by: VULCAN D&C Scale: NOT TO SCALE i'43l3 � (E) HOUSE ;-*4 " +. (E) HOUSE �..Z.�r`o 2"x12" P.T. HEM FIR STRINGER �i= :%"{ I -, 1 1 2"x8" P.T. HEM FIR LEDGER LSCZ @EACH STRINGER PAVER STEPS ,41., 2„x4" PT HF NAILER TO (E)2"x8" JOIST etia4 lei 12-z" W 1l4°x3 1l2" SDS TO BEAM // (` I (2) ROWS @ 16"O.C. St ZALfearial SEE DETAIL @ 3/A5 II DECKING 11 ; I — w y,. -` +.aye. + .� U46 4-31/2 ., ` ie j Y 1 J \` . � _, (2)4" BLACK I 2"x8" P.T. HEM FIR JOISTS LEDGER LQK CEDAR TOP CAP 2"x4" P.T. BLKG Alf' ) DECK - - ' FRAMEE v L60 @ EACH CORNER RETAINING WALL ' 4"x8"P.T. HEM FIR BEAM w{ � c _� Al'1111, A I W/4"x4" P.T. HEM FIR POSTS HUC46 / 3'-4" / 8'-10" /— & BC4 2"x4" P.T. NAILER e!F. I 2"WED GE W/1 1 ANCHORS INTO , LUS 28 @ EACH END CONC.SLAB I 4"x4 CEDAR RAILING POST W/DTT2Z 2"x8" P.T. SUPPORT TIGHT TO STRINGER 4"x8" P.T. HEM FIR BEAM SEE DETAIL@1-2/A5 4"x4" P.T. POST 2"x12" P.T. HEM FIR STRINGER FRAME PLAN, DIMENSIONS *FRAME PLAN, NOTES Scale: 1/4„_I, o„ Scale: 1/4„_I_o„ No. Description Date FRAME PLAN PRUITT, Charley & Miranda ULCAI� DESIGN 12030 SW, TURNAGAIN DR. Project Number: os76-0-PRUITT A &CONSTRUCTION, INC. TIGARD, OR 97224 Date: 12/29/22 tl Drawn by: VULCAN D&C Scale: 1/4 = 1 0 __ I �I I 1 . (E) HOUSE I I 1 -- -- * 12'-2� �� I 1 +• t i / I .� � 4SEE DEDAAR POST �/ / / II I -44.-..:4 l' ..1 1 ....44r,... 1 i,, ,, it �..�� I I. 1 ' CEDAR TOP CAP I��- "iv PAVER STEPS :k 10 1/16' 9 - \ \ -� •lm / !a •' / -� i 1 TO (ELSOZ@ z8C OISTINGER . lat� I + K 0 RETAINING WALL tliet _ T�a n. I 1 — -i 'It C) DECKING ��. . . , <.a! I .- ti © ' 4"x4" P.T. POST r .1 it n 7 _ 1 o _-ii ,,7-- A4 'I _ - 1 SEE DETAIL©a 1-2/A5 m. �� \ 4„x8" P.T. HEM FIR BEAM� - Imo' V �� \ _ II G\ io1/16 v 4"x4" P.T. HEM FIR POSTS 111 1 . _ - v _ I m 'DP nin iI \\ 1111 I_ II I� r I 18"x18"x24"CONC. FOOTING— - (E)ICLEAR OUT -j J .._ I 0n1 - a a _ _ IIII' A4 a t 11 . - I I 11 HI /__111 III III— 1 I I III III I e 111O xlO"x6 CONIIIC. SLAB - 1111 III- 2"x12"P.T. HEM FIR 11 1 11 I —I 1 --II I (SII TRINGER 4114 FRONT VIEW, DIMENSIONS (BO... I FRONT VIEW, NOTES Scale: 1/4"=1'-O„ Scale: 1/4"=1'-O' I No. Description Date FRONT VIEW . 7, // PRUITT, Charley & Miranda ULCAKDESIGN 12030 SW, TURNAGAIN DR. Project Number: 0376 O-PRU1TT &:CONSTRUCTION, INC. TIGARD, OR 97224 Date: 12/29/22 Drawn by: VULCAN D&C --itic-4"x4" P.T. POST TIMBER TECH DECKING 18"x18"x24" , VAPOR BARRIER ' CONC. FOOTING \ a n SIDING 1 �° r III II d � a 3/8" DIA. SPIKE - F :o _ FORTI-FLASH OR EQ. W/2" PENETRATION e -Pei ' HIBACK Z-METAL TIMBER TECH DECKING \ O z , W/HEMMED DRIP — . — — . — — — . — . — • . — — — . — — 4., w ' \ r:4 O \ LUS28 I o k Ow �� I I I4"x8" P.T. HEM FIR BEAM io 1/16" 1I,I6„ I L• SCZ / / @ EACH STRINGERS co FOOTING DETAIL :4 2"x8 P.T. HEM 2"x8"P.T. HEM FIR LEDGER FIR JOIST W!(2)SIMPSON SDS — Scale: 3/4„_1, 0„ ... :..: . . . .....41 GALV. LAGS @ 16"O.C. CEDAR TOP CAP INTO EXISTING SOLID FRAMING .o 2"x4" LEDGER DETAILN. [ ii CEDAR RUNNER,TYP 4"x8" P.T. HEM FIR BEAM \ Scale: 11/2„=1, o„ 1 \ 1 / 4„ 4"x4"CEDAR POST ( �` =,'tom utas> 4"x8" P.T. HEM FIR BEAM LUS 28 @ EACH END ,�y , W/4"x4" P.T. HEM FIR POSTS €4,t ° .; 0 4"x8" P.T. HEM FIR BEAM a zt� ' & BC4 W/4"x4" P.T. HEM FIR POSTS `( ' HUC46 &BC4 I ° 1 ES i . I 2"x12" P.T. HEM FIR STRINGER �/ //< L60© EACH CORNER h; 4s #' VV iEz 9x CI i, 2"x12" P.T. COMPOSITE DECK , r 1I / 4"x4"CEDAR POST E_ L f-= STAIR STRINGERS • R. „x a i_ 0 o DTT2Z 2"x4" P.T.VERTICAL BLKG I o I I -.-10 i 4cio STAIR DETAIL(LOWER PLATFORM) Scale: 1 1/2"=1'-o" \\ BC4 / 2"x8' P.T. HEM FIR JOISTS 4"x8" P.T. HEM FIR BEAM i I f 4"x4" P.T. HEM FIR POSTS 7„ X X OUTSIDE BORDER LADDER FRAME �� RAILING DETAIL Al (LOWER PLATFORM) Scale: 3/4"=1'-o" �`'�' / Scale: 1/2"=1'-0" No. Description Date DETAILS PRUITT, Charley & Miranda ULCAN DESIGN 12030 SW, TURNAGAIN DR. Project Number: 0376-0-PRUITT L-1A 4 &CONSTRUCTION. INC. TIGAR , OR 97224 Date: 12/29/22 D Drawn by: VULCAN D&C Scale: 1 1/2"-1'0" 7" (3)4" BLACK LEDGER LOK FLAT HEAD SCREW 1 (2)4" BLACK I III , ' , LEDGER LOK • �� 1,4 2"x12' P.T. HEM FIR I I STRINGER 1 BLKG / 4"x4" P.T. POST I I 1/4"x3 1/2" SDS TO BEAM • c2) ROWS@16" 0.C. I G T P.T. SUPPORT — - L \ — TIGHT TO STRINGER — � 2"x4" PT HE NAILER TIMBER TECH DECKING \'1/4, \ ' 7 © STRINGER SUPPORT DETAIL(REAR VIEW) I Scale: z"=r'-o" I / '. 2"x1 2" P.T. j STAIR STRINGERS I — — • — — - — — • — 7 I 4"x8" P.T. HEM FIR BEAM (2)4" BLACK I I � LEDGER LOK ' s W L I - . I • 2"x12" P.T. HEM FIR STRINGER—\ , „».W• =4 • I © STAIR DETAIL(UPPER PLATFORM) i I Scale: 1 1/2"=i'-o" (3)4 BIACK LEDGER LOK FLAT HEAD SCREW 2"x8" P.T. SUPPORT TIGHT TO STRINGER I 4"x4" P.T. POST *STRINGER SUPPORT DETAIL(CUT VIEW) Scale: 1"=t'-o" No. Description Date DETAILS 1 7 PRUITT, Charley & Miranda ULCAN DESIGN 12030 SW, TURNAGAIN DR. Project Number: os76-o-PRu1TT A5 &CONSTRUCTION, INC. TIGARD, OR 97224 Date: 12/29/22 Drawn by: VULCAN D&C Scale: 1 1/2"=1'O" 2"x6"CEDAR TOP CAP, 2"x6"CEDAR TOP CAP, STEEL BALLUSTERS, STEEL BALLUSTERS, — — — — — — 4"x42"CEDAR GUARDRAIL POST, 4"x42"CEDAR GUARDRAIL POST, 2"x4" RUNNER 1.__ Y I 2"x4" RUNNER I I W/(2)SDWS16300Q W/(2)SDWS16300Q 1/2" GALVANIZED THREADED ROD - I 1/2"GALVANIZED THREADED ROD W/NUT&WASHER W/NUT&WASHER I V CV I ,r X E ` / a • \ •Hg I \ NLO N 1 . \ N"' I I \ I _ . . Y _ . 1 . N II . — . — . _ . — . — . � 2"x6"CEDAR TOP CAP, 2"x12' P.T. HEM FIR STRINGER STEEL BALLUSTERS, 2"x8" P.T. HEM FIR JOISTS 2"x6" P.T. BLKG — • — • — . — • — — . 4"x42"CEDAR GUARDRAIL POST, 2"x6" P.T. HEM FIR BLKG I 2"x4" RUNNER W/(3) 1/4"x3 1/2"SDS LAGS I W/(2)SDWS16300Q DTT2Z W/(8) 1/4"x1 1/2"SDS SEE DETAIL @ 6/A4 1/2" GALVANIZED THREADED ROD DTT2Z W/(8) 1/4"x1 1/2"SDS W/NUT&WASHER 7/8" 1 /-c,, ' RAILING POST DETAIL(PARALLEL TO JOIST) .I' .I' Scale: 11/2"=1'-0" �O RAILING POST DETAIL(STRINGERS)Scale: 11/2"=1'-0" W I \ 4 I I , ., Ln N \ I fV . - . - . _ . - . j 4"x8" P.T. HEM FIR BEAM W/4"x4" P.T. HEM FIR POSTS DTT2Z W/(8) 1/4"x1 1/2"SDS • 2"x8" P.T. HEM FIR JOISTS C RAILING POST DETAIL(PARALLEL TO BEAM) Scale: 1 1/2"=1'-O" No. Description Date DETAILS - PRUITT, Charley & Miranda / JLCAN DESIGN 12030 SW, TURNAGAIN DR. Project Number: 0376-0-PRUITT As Date: 12/29/22 &CONSTRUCTION, INC. TIGARD, OR 97224 Drawn by: VULCAN D&C Scale: 1 1/2"=l'0"