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Plans (2) - ,y sirs c vr-v.ssA__.c_-k 6 e_ 4S Lo►n as LIABILITY OFFICE COPY -\4"..ty o„-(2._ coir e....x.,,,e_,, The City of Tigard and its ' employees shall not be responsible for discrepancies which may appear herein, Wood structura► members that el. exposed to the weather to be Pressure Treated or decay raleistwv ler 317.1.3 r' off: 1 l 264' 1 Approved plans shall be on lob site. g ,� ,y VALIDITY OF PERMIT THE ISSUANCE OF A PERMIT z o Oo BASED ON CONSTRUCTION c-1 a - p; DOCUMENTS AND OTHER N 4 _ (-- DATA SHALL NOT PREVENT P3 —, '1HE CODE OFFICIAL FROM A"JQUIRING THE CORRECTION \,e\ 11 q \ OF ERRORS. ORSC 105.4 $ g0 c > \ a N > K \ > 1� 0 * Nbr, 06-6.1162.-‹6l--� 4 -n A g O W r �b 0 2. 2.S \ _ �o err uL� �3 1 . 2. O 44‘.._ ,j24 orbn Z ".z. !T,' m ni 26 / D O Z z 2 ❑ ` CID 74 C CITY OF TIGARD !m 0 REVIEWED POR E COMPLIANCE Approved: [ a OTC: [ —4 A/W if /.0 Permit#: (\NS-U_ on - bbLf I. ' ET 5-95 Y(70'26 �/ Address: 11 t p0 S P VW 7 M Suite #: _• By: Mfr Date: 11/1$11 9 tO 00 EXISTING FRONT PORCH ELEVATION SCALE: 1/4"=1'-0" PROPERTY ADDRESS: 11100 SW WALNUT ST TIGARD OR. 97223 - O - i Siut- 0A-Ca-c-k-e-LA, N PROPOSED FRONT PORCH ELEVATION SCALE: 1/4"=1'-0" PROPERTY ADDRESS: 11100 SW WALNUT ST TIGARD OR. 97223 paint exterior LIVING ROOM LIVING ROOM UNDER PORCH ACCESS HATCH (.\. \ HAND RAIL 151 SF PORCH N L.L. 151 SF NON HABITABLE PORCH Q N lo'-10" 5'-10" x ( x °00 — , 7 / \, F , _ _ 36" AFF � 36" AFF 36" AFF I I I--- I f 3'X4' SH } >, 3'X4' SH 3'X4' SH _i_ AJL'SrA41"S - NNOTES: 4X6 EXISTING BEAM/HEADER 4X4 EXISTING POSTS 25'-10" - 6' 25'-1 O" EXISTING FRONT PORCH A\ PROPOSED FRONT PORCH ii SCALE: 1/4"=1'-0" / SCALE: 1/4"=1'-0" PROPERTY ADDRESS: N PROPERTY ADDRESS: N 11100 SW WALNUT ST 11100 SW WALNUT ST 11GARD OR. 97223 TIGARD OR. 97223 SUBTOTAL I ' 5c/2-- - N E 4 ,,\ r A,cret.�AS PROPOSED FRONT PORCH RIGHT ELEVATION SCALE: 1/4"=1'-O" PROPERTY ADDRESS: 11100 SW WALNUT ST TIGARD OR. 97223 4" 3 3' ' RECEIVED Nov 19 2019 El 0 0 - - CITY OF TIGARD 11111 ( BUILDING DIVISION 0 0 101" , El 6'- 6" 6' NOTES: NOTES: RISERS: 6.5" RISERS: 6.5" TREADS: 10.5" TREADS: 10.5" 4x4 POSTS 4x4 POSTS 2x8 JOISTS © 16" 0.C. 2x8 JOISTS © 16" O.C. 2x12 STRINGERS © 16" 0.C. 2x12 STRINGERS © 16" 0.C. COMPOSITE DECKING COMPOSITE DECKING PROPOSED FRONT PORCH STARS PROPOSED FRO\ T PORCH STAIRS SCALE: 1/2"=1'-0" SCALE: 1/2"=1'-0" PROPERTY ADDRESS: 11100 SW WALNUT ST TIGARD OR. 97223 1 _ J11111111 I I I1I E IIU-4.-1-1-.t.u',�--q. . --r.' r ie, 2X6 OR 514 BOARD RAIL o die 6'-0' MAX POST SPACING, 11 - � ;1 CAP ATTACHED TO �? �' �.,..,.� I : EACH POST WITH (3) 16D v 0 � � • N #10X OD �+� '" �III AILS OR O �: . .,�. . i . , . ,�..: 1 m r SCREWS 1 z n I 0 1 = 2X2 BALUSTERS .=im s C C Z N % I 1 ,� I ATTACHED AT TOP AND ifm 8 ; 1 BOTTOM WITH (2) 8D T K cv 0 0 1 NAILS OR (1) #8x2-112" r „ ''' \ ftp I .MIN WOOD SCREW RECEIVED 1 yii� I 0 ! ,., FASTEN RIM JOIST TO --�. .L--.-- . .. .1 •r END OF EACH JOISTNO19 2019 '� :1,:—:r:—:(:���+ 1 ��; '�-_,..-'" WITH (3) 10D NAILS OR CITY OF TIGARD t -1 jai ' _ . ;� • #10x3"WOOD SCREWS BUILDING DIVISION . 1-7;k,- lig • • \ 10 / •� ,,,. 4X4 GUARD POSTS w 2" MIN— OPENINGS SHALL SEE DETAIL 2/S05 ' —mss . < JOIST SIZE` GUARD POST 0 0 NOT ALLOW THE 2X4 TOP AND BOTTOM ATTACHMENT PER CJ 2X8 = 3 1/4" PASSAGE OF A 4" ATTACHED TO EACH POST DETAILS 11S05 & 3/S05 w 2X10 = 5" DIAMETER SPHERE WITH (2) 8D NAILS OR (2) • Z > (I) 2X12 = 5" [R312.1.3] #8X3"WOOD SCREWS DECKING PER g Q DETAIL 4/S05 a 1 Deck guard 2 Deck guard ca 0.. ti S05 NTS S05 NTS m o 2 N o 0 RIM JOIST W UNDERSIDE OF DECKING A DECKING PER DETAIL to 1/S07 CL .; - HOLD-DOWN DEVICES • FASTEN DECKING TO FROM GUARD POSTS TO EACH JOIST WITH (2) 8D ALIGNED DECK JOIST THREADED NAILS OR (2) WITH MIN 1800 LB. % --�-� � #s scREws [R507 4] t fir •• a CAPACITY EACH, x, ,. •' INSTALLED IN t ACCORDANCE WITH MFR'S INSTRUCTIONS. MARCH EFFECTIVE r Via - A * s THE THROUGH BOLTS MARCH.2018 �, AND WASHERS SHALL REVISIONS ink ,, ,,,..,„,... �' BE CENTERED ON THE NO. DATE GUARD POSTS AND 01/8" PARALLEL GAP 1 I i SPACED AS SHOWN IN RECOMMENDED DETAIL 1/S05. BETWEEN DECKING MEMBERS FOR •DECK JOIST c DRAINAGE AND TO REDUCE WARPING GUARD POST Details 3 Guard post to joist connection 4 Decking connection S05 NTS S05 NTS S05 ae GUARD POST 4 I V FLOOR SI-IEATHiNG NAILING a -E a / AT 6" O.C. TO JOIST WITH . E o i 'i 1.,,,,,,..,Ai." HOLD-DOWN DEVICES HOLD-DOWN : ,9 o • �'�� FROM GUARD POSTS TO ---.._ =!�' i ALIGNED BLOCKING AND �'�'�- -� ;1i co 4 • , VFROM ALIGNED BLOCKING `_`� - { ' of, 7 TO ADJACENT JOIST WITH 1.1111111 - �_ `-- CAPACITY `—•� r k* ��, MIN 1800LB. 0 - 400 ACCORD �-' IIIII EACH, INSTALLED IN • ' ` Ilk" /..* NSTRUCTIVONS. THECE WITH MI=R'S a EC EIVED THROUGH BOLTS AND WASHERS SHALL BE -�-- NOV 4 9 2019 /,:' CENTEREDONTHEGUARD �-- +, �"` �- POSTS AND SPACED AS �'' ---+. CITY N TIGARG .440 Apiti� UITY 0: DIVISION � SHOWN IN DETAIL 1/S05. a ` FROM 2017 ORSC HOLU DOWNS OR SIMILAR�_ ATTACH ALIGNED --_._ CENSION ULVIGLS ¢ 1` ' FIGURE R507.2. 1 "" rr Ch• , BLOCKING TO JOISTS WITH �-� � C.ONNEC;'I-INC, AL IGNE=U DECK 0 (2) 10d THREADED NAILS JOIST TC) FLOOR .JC)IS IpG OR WOOD SCREWS EACH W51DE END NOTE: HUI_D-DOWN TENSION DEVICIaS PER-CHIS DETNI_. SHALL.HAVE a_ > 0NG y GUARD POST 1,600 LB. MINIMUM CAPACI TY, BE INSTALLED IN No T LESS THAN TWO LOCATIONS,AND BE WITHIN 24 INCHES OF EACH END OF DECK. a I 0 ah, Guard •ost to blocking connection 2 Alternate deck attachment for lateral loads o 0 r' S06 NTS S06 NTS a ce R a ( N V W V1 iy W 4 2-1/2" MIN Ce6X6 MINIMUM POST SIZE a` W rt t7-L-TT---- ! - zw � _,! [Lr F ------- . -`'�._ + rx W H ! l EFFECTIVE A CH, 20 8E � (2) 1/2" DIAMETER CL p - THROUGH-BOLTS WITH REVISIONS WASHERS NO. DATE `>.�� a FROM 2017 ORSC FIGURE R507.8.1 „''�. -•:„NOTE: POSTS SHALL BE RESTRAINED T O PREVENT LATERAL ---- ----- „`` DISPLACEMENT AT TILE:. ROTE OM OF SUPPOR T. SUCH RESTRAINT SHALL ------ - NOTCH IN POST FOR BEAM BE PROVIDED BY MANUTACTURE_D CONNECTORS INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS OR A MINIMUM POST EMBEDMENT OE 12 INCHES IN SURROUNDING SOILS OR Details CONCRETE. FROM 2017 ORSC FIGURE R507.7.1 NOTE:Al.L BOLTS SHALL. HAVE WASHERS UNDER THE HEAD AND NUT. 3 Alternate beam to post connection 4 Alternate post to footing connections S06 NTS S06 NTS Sa6