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13715 SW FAIRVIEW COURT-1 s� `. l 5UILDING CORNER -.- EXISTING TREE j TKf CEDAR GUARDRAILI OR - I 4' MAX SPACING - A2 10'-4" 23'-8" T X RAILING SYSTEM - --- -- ---. _. ------- --- -- - Tr PT 2x10 RIM BOARD Z M PT 2x10 RIM BOARD ��` T4x10 4x10 4xl?� THRU-OUT FOR GUARD- - - 2nd FLR RAIL ATTACHMENT 2x6 PT CR099 BRACE 2x6 PT GR099 BRACE - - _ I " U. -- D9 51/2' MIN END D15TANCE j %-GALV. CONN. 2x10 RIM --BEAM PER PLANS 4x6 POST TYP BOLT "OLE TO ENOF F D PER PLAN4x10 W/ PG GAP ALL EAMS t POSTS 5HA 2x6 BRACE /IV BE 55URE TREATED �i 9 . )r 0518 STR.�PS I PT 2x6 c �I u- BENE T" :')ECK U PT BLOCKING TO MATCH - BRACES 2 x DECKING_ 0 0� ` INS L TREX DECK W! , G44 P I- \0 e COLUMN DIM-NSION I G AA SIDES AND ENDS. ti- ;p n A2 VERIFY W/MFR'S 5PEG5. \ I I I x Q I -�31 .'b GALV THRU POSTS PER PLAN \� BOLTS TYPICAL 4x10 4x10 4x10, f 4x10 - CONC. FOOTINGS AD ------- ---- - ---- ----- - --- - - -- I t 0 DECK ELEVATION GALV 'Z' FLASHING A �o AT ALL LEDGERS, OR « � 1 USE GALV. WASHERS 1/4 1'-0" PRIOR TO CONSTRUCTING DECK RAIL, SUBMIT TREX DESIGN DETAILS PT 2x10 LEDGER W/ 4b' L 501-T5 Ib' O/C TO ARCHITECT FOR REVIEW. DETAILS SHALL CONTAIN ALL MATERIAL DOOR {-- SIZES, DIMENSIONS, AND CONNECTIONS AS REQUIRED TO MEET CODE. -3' ---- 10'-0" --_-- 1=4' l'-4"- �'-4" 1011/z' VERIFY DECK RA1'I INCA PLAN i 1/4' - 1'-0' 2x6 ?REX MATERIAL.: 3 1/3 L56 PER LF. DECK LIVE LOAD ■ 40 FW, DL ■ 15 F OF TOTAL LOAD ■ 55 L86 PER 6F. PROP NOTES LINE USE STAINLESS STEEL FASTENERS FOR ATTACHMENT OF DECK AND GUARDRAIL MATERIAL � � (Yl TO PRESSURE TREATED LUMBER n/ ALL FASTENERS AND CONNECTORS FOR JOISTS, BEAMS, AND COLUMNS SHALL BE NOT-DIPPED . GALVANIZED STEEL ALL JOISTS, BEAMS, AND COLUMNS SHALL BE PRESSURE TREATED MOISTURE RESISTANT Z -1 SITE NOTES / FREE FROM ARSENIC AND CHROMIUM AS PRODUCED BY "CSI' INC. OR EQUAL Q O VERIFY UTILITY LOCATIONS PRIOR TO START OF EXCAVATION ALL WOOD TREATMENT SHALL COMPLY WITH THE APPLICABLE RESIDENTIAL CODE. v 0 n, AND TRENCHING OPERATIONS. LL FIELD VERIFY ALL DIMENSIONS AND NOTIFY ARCHITECT IF DISCREPANCY OCCURS. % m VERIFY MATERIAL STORAGE LOCATIONS WITH OWNER lL PRIOR TO START OF CONSTRUCTION O PROTECT FENCES, SPRINKLER SYSTEMS, AND OTHER SITE 3 � COMPONENTS. REPAIR DAMAGED MATERIALS. Lei 0 EXISTING TREE REAR PARD DECK ABOVE REMORVE EPEXIS I G DECK STRUCTURE - — - - - - - - -- ANDLTJ 2x6 PT CROSS BRACE 2x6 PT CR 99 BRACE PER PLANS 4 SPECS. PROP A A A A LINE 0 DS _- v — — — - J 4x(o P05T TYP W/ C546 POST BASE - - -- - - (GALVANIZED) I 9 PROPOSED DECK ' AT UPPER LEVEL A A I ALL IBEAMS 4 POSTS SHALL p BE RESSURF TREATED I _ �3 N FENCE - -41 Mj A - - — B B B ALL LL - �-- --- - ;-- --I— - -- --�- e Lu _ 0 T EXISTING, 2 -STORY EXISTING SIDEWALK RESIDENCE TO REMAIN n� DOOR -- - � LL -3' 10'-0" lie- -Kq Ln VERIFY PORCH � NORTH POUND AT I ON PLAN EXISTING 1/4' - I'-@" ,. LIAE31LI TY DR'VEWAY SEE SHEET A2 FOR CONCRETE SPECIFICATIONS The City of Tigard and its j employees shall not be j responsible for discrepancies DATE FLAN /� �I FRONT YARD FOOTING SIZES which may appear herein. SITE I j�... t",tl `� JUNE 19, 2002 NO _ . SIZE A I'-ro' x 1'-6" x 10' DP HOLLYTREE, LOT 18 (`,VD ' Y) — PROP B 1'-8" x 1'-8" x 10' DP J% - 13'11b 8W FAIRVIEW COURT L INE CITY OF Tl(3AFip // 110, Approved....... •, ( TIGARD, OREGON INSTALL (2) 04 RLBAR EACH WAY CondlNonallyApproved......_.. .� IN FOOTINGS 3" CLEAR FROM BOT. For onlythe wo as escribed in- / 7 DO NOT SCALE DRAWINGS. THIS SITE _- __---------_"--� � �1 L. � PLAN 15 FOR BUILDING )DEPARTMENTCOURT- cl REVIEW ONLY. ALL FOOTINGS SH4LL BE 18' MIN. PERMIT NO. L'• u_2-•(,rj 3 Z _ + 5, 41HE r .. �: FAIRVIEW ....... INTO UNDISTURBED SOIL See Letter to:Follow •• .. �, ;'EfiT �— FAIRVIEWJobAddress:1 ,, „-r� �wt��✓ � Y By — - _ (ate OF O11V741 Fairview Ct. 13715 RtIP2002-00328 1 of 2 VAA NOTICE- IF THE PRINT OR TYPE ON ANY rl r 11 r III I l I III III I 1 1 I I III III III 1 I III III ! I I� - - - - 11- IIIIII6II II III II I7I II III III I8I II II II I I I I II II1II0IMAGE IS NOT AS CLEAR AS THIS NOTICE, 4� II l III III III1II1II III I III I I I�lI I�I I ' ITIS DUE TO THE QUALITY OF THE No 38 ORIGINAL DOCUMENT �is 6 Z 8 Z G Z 8 Z Z b Z E Z Z i��Z 100 �8 i S�i G(t A t 1911 6 i 8 t Z t i t Olt 113 8 IG I f 9 i4 I �1' �S Z �t24X �i�i�w I I II Illllll!!Ii�illllll�illllllllllllllll� I►►�I���I�I��ILI�►�IIII�I►IIIIIIIIII�� �►III�I�����IIItIII�lllll►lll�ulll�l�� l�►►III►�li�l����l ►lllL��lll�lllllu�llllilllllllllll��111 I�ili���INI� I 11 I I ILII II�III IIILII IIIIIII I�I III Ill (III�IIIIIIIIII► II IIIIIIII�IIilllll III �IIII� II 1 I 2x CEDAR 5PECIFIGATION5 _ TOP RAIL I EXISTING SIDING --i FOUNDATIONS _ -- � I ALTERNr4TE;-- x B,.a_USTERS TREX GUARDRAIL ' i I. PROTECT ALL UTILITIES, MATERIALS, EXISTING CONSTRUCTION DURING FxCAvATION, 3 %e MAX CLEAR I 1 GRADING, COMPACTION, AND BACKFILL OPERATIONS. SYSTEI"1 s ' 2. REMOVE ALL SURFACE VEGETATION, DEBRIS, 4 ORGANIC MATERIAL BENEATH 44 BUILDINGS, DRIVEWAYS, SIDEWALKS, 4 PAVED AREAE. STOCKPILE SUITABLE TOPSOIL AS DIRECTED BY OWNER . � TI I — A MINIMUM OF GAL V. JOIST � � 1 ---- 4x4 CE AR POST 3. ALL FOOTINGS SHALL BEAR ON I,'NDI5TURBED NATIVE 50 L AND BE HANGERS 1�2 2x DECKING INVERTED /G IH' BELOW FINISH GRADE UNLESS NOTED OTHERWISE ON PLANS u STEP FOOTING WHERE REQUIRED (2 HORIZ TO I VERT MAX.) PER PLAN JOIST IaGRS. 4. DESIGN SOIL BEARING F°RE55URE. 1500 PSF 5. GRANULAR FILL, IF SPECIFIED ON DRAWING5, SHALL BE PLACED IN UNIFORM f DEPTHS AND SHAL-L BE TAMPED AND/OR VIBRATED TO COMPACTION AS CALLED (3) GALV WASHERS OUT ON DRAWINGS. TESTING AGENCY 15 REQUIRED TO INSPECT COMPACTION AT EVERY BOLT _ i (2) leyCARRAIGE b. WHEN WORK OCCURS ADJACENT TO EXISTING BLDGS, PHASE NEW WORK TO 2x PT. PLK'G-` -- f BOLTS EACH POST PREVENT DISTURBB AJCE TO EXISTING FOUNDATIONS AND SUGRADE. —_ ----_ 2x8 PT. DECK JOISTS I&'O/C �., I 5EVEL ALL ENDS CONCRETE 2x10 PT. LEDGER - 2x10 PT. 2' min T� P'GAL —.4-- 1. ALL r-ONCRETE. 307'00 P51 AT 28 DAYS CONCRETE MIX, PLACEMENT, AND CURING BOL] 7, fl 17XIST'C3 RIM BD SHALL CONFORM TO THE AGI MANUAL OF PRACTICE, LATEST EDITION. AND/OR 5TUL, 7�- W/ 5/5'x5' j 2. SLUMP: 3" MAX FOR SLABS, 4' MAX FOR FOOTINGS AND WALLS LAG BOLTS t 3. STEEL REINFORCING! ASTM A615, GRADE 60 DEFORMED BARS. 3' CLEAR REQUIRED BETWEEN REBAR AND GROUND SURFACE. 4• CONCRETE WORK SHALL. BE PERFORMED ONLY WHEN AIR TEMPERATURE EXCEEDS 5ECTION T NEW DECK C TION T�-'RU NEW DECK 50° 'r. 5. COORDINATE PLACEMENT AND LOCATIONS OF ALL REINFORCING, HOLDOWNS, ANCHOR BOLTS, „ — STEEL ACCESSORIES, EMBEDMENTS, CONDUITS, AND OTHER COMPONENTS REQUIRED PRIOR SCALE 1„ = I m S i 1 -o TO PLACEMENT OF CONCRETE. v ' PERPENDICULAR UJ/ RAILING 6. VI©RATE CONCRETE AS REQUIRED IN ORDER TO ENSURE CONSOLIDATION AND PREVENT J HONEYCOMBING IN WALLS AND 5LAB5. +� 1. EPDXY EMBEDS RE=QUIRE SPECIAL INSPECTION PER UBC, CODE. CONTRACTOR SHALL MAKE ARRANGEMENTS FOR INDEPENDENT INSPECTOR TO OBSERVE INSTALLATIONS. 2x CEDAR — — w ('4 4 .� 2x TK CEDAR TOP RAIL n / DECKING ALTERNATE : �l i 2x2 BALUSTERS --- T Z z Z () 31k8” MAX CLEAR E REX GUARDRAIL m 2x PT BLK'G TYP. AT BRCS. - () POINTS1--4x4 CE AR POST 1 1 2.x DECKING — i f5'-8' /G _ ---- 4x PT. PER PLAN m b BEAM SIMPSON PG —� (2) Icy' CARRAIGE -- 4x PT. 2x PT. ECK GAP AT D POST DECK COL JOISTS 16"O/C; _ — BOLTS EACH POST BEAM/POST CONN. I 1 2x PT. BLK'G ~'--- BEVEL ALL ENDS I AT 4VO/C 2' min TYPICAL DBL. PT JOIST-/ C COL. DETAIL SCALE 1" D SECTION Ti�'U NEW D =CfG SCALE 1` = V-0` JOISTS PARALLEL UY RAILING �J � N O � Um --- NEW 4x PT. NEW 4x PT. LU O COLUMN COLUMN SLOPE TOP-- — SIMPSON C54(o AT SLOPE TOP— E1111F50N C54(o AT OF GONG 4x(o COLLMN OF CONC ` 4x6 COLUMN y LU Lu Arq 0 Z -- GRADE 1 1 GRADEQ— I I I I 12'4) SONCTUBE W/ (2) 04 VERT DOWELS -- ~CONIC FOOTING — CONC FOOTING SIZE PER PLAN 51ZE PER PLAN DATE ! _ +� / JUNE I9, 2002 REINFORCING -- -J BEAR ON UND15T REINFORCING - ---- -- HEAR CN UNDIST PER SCHEDULE SOIL_ PER SCHEDULE 501L 41i _ [DETAIL ` ALT. FTCDETAIL COLUMN F-TC-� , . - SHEET SCALE 1" 0'-0" r / MONOLITHIC POUT' 2 Fair,iew Ct, 13715 46 OF 01;0� BUP2002-00328 OF 2 of 2 NOTICE: IF THE PRINT OR TYPE ON ANY 4�_ y ill IIIIIIIIIII IIIIIIIII ! III I I � III � IIIIIII !I III IIIII ! IIIIIIIII 1 !1111111 III ! IIIIIII ! lil !IIIIIIIIIIIIIII IIIIIIIIIIIIII (IIIIIIIIIIIIIIIIIII III II 11111111 ISI III IIIIILI111 I � I 1111111 `- �y�' � IMAGE IS NOT AS CLEAR AS THIS NOTICE, -1-1 - - - 1_ 31 __— L - 61__ !! !L --_ . -I-gL - � - --10i - 11 lZl i / "�`JF ITIS DUE. TO THE QUALITY OF THE No 30 II1 � Z I 1FI-alI�11 [II 1 �11 !eIlII11 � !1 ! 1! !!! IIIIIll!ORIGINAL DOCUMENT 1til17111111,1,1111� 11 !!fI11 1I 11 1IIIII!1! I11 1 ! 1111ZI1111