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Plans 1Tr PLt1\1 r11XX 0119121112200122:611E I: 77'-0" PPOPfPTY L1Nr Y16-31, L a 181 EL ,z co° A, °Fo �amCAI a Cu o m =c `GIN �n'v 0 ti , 38'-1" ND GNAWS (N) DEC' `� 1 I ` o C) ' 10/-0" / 1 in o OP1 V n / W/Lv I ( ) t1OU E b C y p9.: a y � ro y ... g E 0.. m � g o rn-X c 18_ EL til / .\ CI it mmcm -iODrnr.. S /� \ DCc �, --�co a su > 0 Iv d 4 n O � � Dzzz CaD \ol< ra /r • m O O D z m O O / �v ►� �o0n zv, Om — < oc S (1) MrD- lopcD71.0 � Q� z . ? II z 8 � 1mi --aim �'iv3i / � a I n A - OzmoK_ g_ �' ° m18L N �. Z � -, � z -� � - / O G \ i.--- A) 0- n o D PI'OP �'TY L1N a -1 0 1 W "0 Q z-co r J 0o — " - - - a -C m 2 o- ,z 57'-0" 5' (-) cD ,-,: a 0) m 1145n 5// �t/ZZL/VOOD LOO>� OF 'iGARD ppr®vad Ai_b Planning -date: �� flitiais: 5rre'r /VICi CONSUI TIN65, LAG Au Df5IGNED; run 8 5rrmpl llor�e Del n5 DAr . 04/29/Z0 /�� /�/CAL MAC ConstAtings LLC, dbu SIMPL HOME DESIGNS IS NOT 11455 5W I1AtZ LWOOP LOOP I1rORNAT IT'ITIS THE SOLE TRESPWSIBILITTY.OF THE �� �� ��������„p���l Pommy� �� �L I`�'���'� _ _ BUILDER TO VERIFY ALL SITE CONDITIONS, INCLUDING ANY (x)_,)�I -649 ,(iAX)719-4825 7 /S r� C>� J )3 FILL PLACED WI THE SITE, AND INFORM OWNERS DF ANY 8 r`IL�NhM�; tC! / LG POTENTIAL FIELD PODIFICATIdVS. wHw.ezpennlls.brz e ail;nke asezper ni}s,biz RECEIVED IM FOR HOMEDESK VAODIT � ,R THEE ACCURACY ES/ASSUMES OF CONTRACTOR/OWNER SUPPLIED INFORMATION. THE CONTRACTOR/ONNER IS MAY 11 202C RESPO,�IF To d"'*""PLANS. ls'"ND g1E CO ANYE.pTRS AHo TO NSCRE THE DE90N Cr ANY ERRORS OMISSIONS OR DISCREPANCIES PRIOR TO WI. OUT DESIGNS CITY OF TiGARD IN OR START CONSTRUCTION. DISCREPANCIES MAY RESULT TRII OUT OF BE BOK IN ADDITIONAL COST TO,11E OWNER. BUILDING DIVISIO` d ^ 1 isx 'n 9 tctar .E O+i- „ E - — — —_ __ —_ —_._ :,°q1 e D • — — $neM 6 — �_ e x e 7 —� a TL a — fi Z s E E s'� 1 = e — a E 3 y C V x ri d I I I I I I l l l l Handy ' & Guardrail Omitted or Clarity) r`� Iy Han il, Detail O I I \ 7 II a N ler / II Cil q N O 01 I F-1 B-6 I ,/(2)IAC6 1 I I L. I 1 a 0 ® I l ( N q o1 _1BU 662 Bracket set in 7f" �/ P sedge anch)r bolt, pared I� o ;oncrete DIA 16"x24" �I 1 Z ; I F-4 I I F-4 I L _ J L _ J MMIIIi41®PUN)M IINI� NOTICE ..OMN"N Ma NANO®mNn Nf HIS MAM KW NONE A I®M®we NM ML NWT ALL CONSTRUCTION TO COMPLY WITH THE CROSS 2017 EDITION OF THE OREGON RESIDENTIAL NOTE: SPECIALTY CODE / INTERNATIONAL SECTION(s) ALL GRADES SHOWN ARE APPROXIMATE. RESIDENTIAL CODE WITH THE OREGON CONTRACTOR SHALL VERIFY ALL AMENDMENTS AND OREGON RESIDENTIAL WE 05/02/20S EXISTING AND FINISH GRADES. ENERGY EFFICIENCY (CHAPTER II). SCALE PROA NO COORDINATE ALL APPLICABLE I/M "'-0' IN, MODIFICATIONS OF THESE DRAWINGS AS gym." til CHECKED CROSS SECTION A/D1 .0 REQUIRED 31 . 0 1 of S 1 ME DESGN FOR ASSUMES NO RESPONSIBILITY FOR THE ACCURACY/VALIDITY C Or CONTRACTOR/OWNER - ;it '. CONDITION. RESPLED E TO CHECK THE CANS,DUSRT/OWNER 6 Ledger Notes: RESPONSIBLE E IE EENE, THE PIANO. (THE SITE OF OFANT ERRORS. °SESSIONµS ORDISCREPANCIES PMOR TO Sly ATE DESIGNS Attached w/ (2) a x 4" RSS Lag ^ NMW7 1D 7KCT O ER.REPANC SHAY RESULT TIIIM am of nE MI Screws (ICBO # ER-5883) © 16" OC and (4) 12d Nails © 16" OC. If into conc. use i" x 4i" Exp. D4 Bolts 32" OC wa<p E Al oN=m A rh - e' Y E -L V • Footing Schedule: OgEZ 1 F-1 = 8"d F-2 = 12"x12" F-3 = 16"x16", F-4 = 18"x24" F-5 = 20"x20", F-6 = 24"x18" s _ 4 F-7 = 24"X52" (DEEP CONC. PIER e a CIRCULAR OR SQUARE) c` v aY m a Post Schedule: P-1 = 4x4 P-2 = 4x6 Handrail & Guardrail ��} P-3 = 6x6 Omitted For Clarity W O P-4 = 7"x7" wolmanized parallam &---Fi \ NIAll Posts are PT #2 / I I - `l N All post to beam connection w/(2) II I ACE6 (max) Blocking // II n V I0 v1 Beam Schedule: \ Ledger, notes -2 I \ v O QJ B-1 = 4x6, B-2 = 4x8, B-6 Is �I B-3 = 4x10, B-4 = 4x12 (2) AC6 W O B-5 = 6x8, B-6 = 6x10 LU s B-7 = 6x12 All beams are PT P-3 CONTINUES I'1 Joist Schedule: VI J-1 = 2x8, J-2 = 2x10, ABU 6•► Bracket set in 7�" J-3 = 2x12 wedge ..nchor bolt, pouredc.t concret- DIA 18"x24" h Joists connected w/LU28 N r_%1 r`41 in L. N..,K Brace: \ I I '�+ K = 2x6 w/(3) 12d galv nails I F-4 I per joist attachment attached L ___ _I to ledger w/(2) Lag Screws " 'C RR 12 -0 te lit Mail a, Ulliiiitalt X Brace: ED MI/ a,u1.aaaOM LI la RAM -. n X = 2x6 w/(2) 5/16x5 RSS CROSS Lags per attachment SECTION(s) I Decking Material: DATE TREX COMPOSITE DECK O5/2/2OR SCALE PROJ.NO MATERIAL CROSS SECTION B/D2.0 ''DRAM' p � Handrail as req'd, 36 hi m.R, w D2 . 0 2of8 J • SAM HOME DESIGNS ASSUMES NO RESPONSSIIUTY NORTH FOR THE AINFORMATURACYION. VAuom OF T ACTCONTRACTOR E IS ill �-7 ROR THE CC RMA IEO THE CONTRACTOR O / 6 Ledger Notes: RESPONSIBLE TO OREM THE PLANS'DOSTNO SITE g GN OF OMISSIONS OR DISCREPANC TO NOWT THE IES TO SYMPL HOME DESIGNS Attached w/ (2) a x 4" RSS Lag CONSTRUCTION TO 7 ANORSMAYRESUl7 rxl�Durat�� HE OWNER. Screws (ICBO # ER-5883) © 16" OC and (4) 12d Nails © 16" OC. If into conc. use x 4 Exp. d d Bolts © 32" OC �<a .2p P C C atio �4rE E 4 Footing Schedule: (E) HOUSE il:d E F-1 = 8"d F-2 = 12"x12" F-3 = 16"x16", F-4 = 18"x24" @ F-5 = 20"x20", F-6 = 24"x18" It It s F-7 = 24"X52" (DEEP CONC. PIER Ai B . s CIRCULAR OR SQUARE) a C a y it Post Schedule: P-1 = 4x4 P-2 = 4x6 .. P-3 = 6x6 P-4 = 7"x7" wolmanized parollam ` (N All Posts are PT #2 `mil (v All post to beam connection w/(2)ACE6 (max) O N Beam Schedule: o (N) DECK (E) DECK O B-1 = 4x6, B-4 = 4x8, N NO CHANGE B-3 = 4x10, B-4 = 4x12 O B-5 = 6x8, B-6 = 6x10 I W B-7 = 6x12 4) N All beams are PT " to Joist Schedule: w J-1 = 2x8, J-2 = 2x10, J-3 = 2x12 \ ` r, Joists connected w/LU28 0 7 in 2 RISERS 12 RISERS b IQ- LANDING C K Brace: STAIRS DN ETAIRS I1 l�� K = 2x6 w/(3) 12d galv nails per joist attachment attached to ledger w/(2) Lag Screws On NM , SIWO 8'—0" 4'—0" MIIINN M N O K IMMO Of Ili OMSK SaIMMfl X Brace: / / / MIMOVOOD OF,ONN d n INK I16 �iMM X = 2x6 w/(2) 5/16x5 RSS DECK Lags per attachment PLAN(s) Decking Material: DATE TREX COMPOSITE DECK 05/02/20R SCALE PROD.MO MATERIAL DECK FLOOR PLAN I�DRM p °`�A Handrail as req'd, 36" hi MVP" D3 . 0 3 of 8 J 9MPL€AC RACY ASSUMES NO RONTRACTOITY I ��BIZ I NORTH FOR THE INFORMATION. /VAIxETC OF CONTRACTOR/OR /ovNER �l—��ZJJ� SUPPLIED U6ORYAl10N. THE PLANS. CONTRACTOR/ONNER 6 RESPONSIBLE TO CHECK THE PLANS.FASTING SITE Ledger Notes: DOF ANY ERRORS.MISSIONS TO A�B Attached w/ (2) a x 4" RSS Lag I EADD^T CO SO DISCREPANCIES MAY RESULT Screws (ICBO # ER-5883) © 16" OC and (4) 12d Nails © 16" OC. - If into conc. use i" x 4i" Exp. DI Bolts ® 32" OC 61E E z a„'o . e A (E) HOUSE Rg:a e i Footing Schedule: F-1 = 8"d F-2 = 12"x12" D1.0 F-3 = 16"x16", F-4 = 18"x24" .2 F-5 = 20"x20", F-6 = 24"x18" — 43 iitA F-7 = 24"X52" (DEEP CONC. PIER 1 1 P ! g s CIRCULAR OR SQUARE) �6.0 6.0 ° Post Schedule: • P-1 = 4x4 JI I P-2 = 4x6 \ um Cedgejf, Seir Note — \ \ ,. ` P-3 = 6x6 I II I I , m P-4 = 7"x7" wolmanized parallam I I (v All Posts are PT #2 I 47 CI All post to beam connection w/(2) °IN I Cl • Q N. ACE6 (max) to I ;P.P O Z Beam Schedule: I ^� i (E) DECK 0 B-1 = 4x6, B-2 = 4x8, 1,' '/ ® I NO CHANGE B-3 = 4x10, B-4 = 4x12 I I 07 O B-5 = 6x8, B-6 = 6x10 I I 1n o w B-7 = 6x12 = 10 All beams are PT \ P-3_ —0B_61_ — P--3 N 1 \ q Joist Schedule: 1— I —6�J"'I I I7 , w-i Kj J-1 = 2x8, J-2 = 2x10, B-3 'f J-3 = 2x12 \ -, ..E I °" Joists connected w/LU28 I ' I ' c 14 _ . I io I I { (2) 2x10 JOISTS S rl^ ti '('9 I ST• •• DN I I FOR SUPPORT '" b K Brace: B IR 3 ( B-3{ ( AGAINST (E) DECK A _ K = 2x6 w/(3) 12d galv nails — — — ,, ® \ \ ___, per joist attachment attached D2.0 P_1 P_1 \ to ledger w/(2) Lag Screws (2) 2x10 JOISTS 4'-0" '"`^'"""""'ED' FOR STAIR SUPPORT C SEILCTOI�aO EDAM Mm liSTWn COMAE eV in DM X Brace: '" ""'"� X = 2x6 w/(2) 5/16x5 RSS FRAMING Lags per attachment A34 ® 16" O.C. FROM 2x10 RIM BOARD TO JOISTS PLAN(s) Decking Material: TREX COMPOSITE DECK DATE 05/02/ MATERIAL SCALE PR°`NO Handrail as req'd, 36" hi DECK FRAMING PLAN DRATM,1 m D4. O 4of8 / • IMPL HOME DESIGNS ASSUMES NO RESPONSIWUTY N 0 R TH SFORUP BE ACCURACY/VA HE C OF CONTRACTOR OR/OWNER RESPOND LE TO CHON. THE CONTRACTOR/O PLANS.EXISTNG WNER s E Wi Ledger Notes: RESPONSIBLE,D" ""ND TO NOTIFY THEDESIGN n \ OF AND OR DISCREPANCIES PRIOR To 7 \1\l THE START OF CONSTRUCTWN. DISCREPANCIES MAY RESULT Attached w/ (2) A x 4" RSS Lag IN ADDITIONAL COST TO DE OMER. TAW LI SIIM,�,S Screws (ICBO # ER-5883) @ 16" OC and (4) 12d Nails @ 16" OC. If into conc. use i" x 4i" Exp. I:, r N Bolts @ 32" OC YK6'�° - a y'1.1r IDS' E amA: i t (E) HOUSE = 1 0Footing Schedule: K^a e : F-1 = 8"d F-2 = 12"x18" D1.0 F-3 = 16"x18", F-4 = 18"x24" m F-5 = 20"x20", F-6 = 24"x18" lo := F-7 = 24"X52" (DEEP CONC. PIER l e y l CIRCULAR OR SQUARE) ° U W 7, Post Schedule: P-1 = 4x4 P-2 = 4x6 rin P-3 = 6x6 0 m P-4 = 7"x7" wolmanized parallam ` (v All Posts are PT #2 LEI Ni All post to beam connection w/(2) _ N ACE6 (max) °' �1 O c 10\ Beam Schedule: rn (E) DECK V 0 8-1 = 4x6, B-2 = 4x8, B-3 = 4x10, B-4 = 4x12 NO CHANGE O B-5 = 6x8, B-6 = 6x10 w B-7 = 6x12 N All beams are PT ( ^1 / ,1 q Joist Schedule: `®/ ` l I itoi F-4 J-1 = 2x8, J-2 = 2x10, F-4 " J-3 = 2x12 ®} ®� 1 _3" 9 —6 1'-3' Joists connected w/LU28 1-2 ` -2 2o k ',P. 4 K Brace: K = 2x6 w/(3) 12d galv nails 0 ®' !,l ®l ®1 per joist attachment attached D2.0 ` 2 2 1 2 l 1 2 to ledger w/(2) Lag Screws 4'-0" 4'-0" "'0 MN KT 'i'°" / / L / , d�IMAM NTit 11 CMS Cr 11115 PM X Brace: OM We MIT YAI,MAW A L IM 116D N®RlAt X = 2x6 w/(2) 5/16x5 RSS FND Lags per attachment PLAN(s) Decking Material: TREX COMPOSITE DECK DATE Ot/2//'011 MATERIAL RDA.. �°` NO Handrail as req'd, 36" hi DECK FOOTING PLAN DRA 95 . 0 5of8 NOTE: SEE DECK LEDGER HE AE UN Y ASSUMES No RONTRA TOR DETAIL FOR INFORMATION NOT DECKING PER FORJp THE Ap r INFORMATION vALDHn NI ACT R /O E RISER [ i SHOWN PLAN SIlPPl1EDLETOCHEC THE Kx NTRACTCt G x1t 6 RESPONSIBLE TO CHECK THE PUNS.EXISTWG SITE CONDITION ERRORS.), Cf5S10NS OR 0 TREP IC THE S PRIOR TO SIMPL}IDME DF SIGN I r STAIR TREADS IIADDITIONA°i i T�"o'G DISCREPANCIES MAY RESULT MINIM T� IEN _� I 1 9" 6.61' 'n . IIIIIIMIIIIIII[i1111 X' "O5.! I ti FLOOR JOISTS Q MIN. arno I =II • 16"o.c. PER $ i PLAN M M I $�wi E e SIMPSON DTT1Z TENSION �" 0 HDG LAG TIE w/ (8) rx2i" SIDS "EW W/3" MIN. m s y A WOOD SCREWS PENETRATION P.T. GIRDER = e a PER PLAN 1x6 KICKER o u a y .: (4) LOCATIONS — 2x12 P.T. STRINGERS BOARD SEE D2.0 w/ LU SERIES HANGER ©16" 0.C. LEDGES CON N ECTI O\ 1 /D6 . 0 STAR DETAIL P, M NO SCALE NO SCALE O l\, illIkkl h•••• k 1 5'-0" MAX. 16" MAX. BETWEEN POSTS / / (iiO vl / / IPE IRONWOOD FASCIA BOARD (3) #12 W.S. TYP. 4X4 POST STAIR GUARDRAIL REQUIRED \ O FOR STAIRS WITH A TOTAL I W RISE OF 30" OR MORE. SEE Q ley ^ TYPICAL GUARDRAIL DETAILS M i-DTT22 HOEDOWN: .{�1l FOR MORE INFORMATION HORIZONTAL APPLICATION 'J to 4X4 POST w \ / 01 111 N(3) #12 W.S. TYP.-, L k �/] NI / 6\ Ni kr) o ^, x �I (D (3) #12 W.S. TYP MS PINI IR WO ISM STAIR GUARDRAIL JOIST ATTACHED TOMUM=VS MI aoKMRD.R N 11[OlIlA1l NIWINR LEDGER ATTACHED SWS HEIGHT 36" MIN. \ RIM JOISTS TO HOUSE MEASURED FROM NOSING OF TREAD TRIANGULAR OPENING SHALL NOTE NOR PERMIT THE PASSAGE PAGE(s) OF A 6" DIA. SPHERE ___\,p___ DATE 05/D2/20R HANDRAIL POST DETAIL WHERE JOISTS SCALE PROL NO I/P-1•-0' M ARE PERPENDICULAR TO HORIZONTAL FORCE DRAM CHEENET, STAR GUADAIL DETAIL NOT TO SCALE Syµ ...-" N NO SCALE D 6 . 0 6of8 5'-0" MAX SPAN BETWEEN POST 9NPL HOME DESIGNS ASSUMES No RESPONSIBILITY / / FOR T1[ACCURACY/VALIDITY CONTRACTOR of CONTRACTORCA /O1- 1 MER " R PPCN LE TO CHEC 1HE PLAS, ST /CANNER IS /\ 4 MAX. RES ITION.E TO CHECK THE PLANS.COSTING 4TE COND1 �jL ERRORS, OMISSIONS OR DISCR TO EPANCIES�PRIOR TO 1�Rcr-�11 THE START OF CONSTRUCTION DISCREPANCIES NAY RESULT P�F iallmi IN ADDITIONAL COST TO THE(INNE- R nNt OpT a TIE ICI 111 4x4 RAILING POST A i METAL PICKETS 4x4 RAILING POST V t <' 9 G ou.=a g J. am�o s @ 1X6 CEDAR DECKING MATERIAL I e 1X6 IPE DECKING MATERIAL (2) 2x10 JOISTS — (1) EA. SIDE OF RAILING POST 2x10 RIM 2X10 BLOCKING TI 2x10 RIM $ "5 I "x FASCIA BOARD ���I,�`I "x FASCIA BOARD E HD2AHDG HOLDOWN: o 1 1. HORIZONTAL APPLICATIO (3) #12 x3" SCREWS (2) i" GALVANIZED LAG BEAM PER PLAN BOLTS W/ WASHERS :EAM PER PLAN 41 rin DECK RAILING SIDE DETAIL ll O (v DECK RAILING DETAIL SIw `S N NO SCALE 5194 Handrail & Guardrail ciii Q 0\ Omitted For Clarity See Handrail, Detail '' ,......1 0 2x8 Doubler 3 N 't 'N'N'ssi\\, Q See Detail for Stairs �{ H Middle Stringer, " vitil J attach 2x8 each side. tel c. k 14) ,....1 X Bracing AUSCOND Mt 01.41wo.A at Smoot X X BY T[nRi W Q#1 No AMMO O LOPE CE As ILA Mt NOE A 0®NOD!UV OA Al OWE NOTE EPB44T GRADE PLAN(s) itnil"i"r, 11-II-11=II-u �� _t -I '1=11=11_,,-,1=11,1=,.- 11=11=11=11=11=11=11=11= .. =11=11=1 i=11=11-11=11=11=. 00 in PATE •-II_Iin=u= -1=n=u= ♦ SCALE IPROL Np 1'-0" 1/4 ..Y-Or M f'-71- DRAWCHECALb _ mwn W 6'-5.5" (MIN 5'-0")6'-5 " STAIR FRAMING DETAIL / / NO SCALE D7 . 0 7 of 8 SITS PLAN S'IMPL HOME 0 11GNC y 1fNNN 001 Of Tff 1l 77'-o" PPOPLPTY LINL • 183 EL 181 EL a , Er,. (U 38'-1" 1)2 IMPS 02 EL a ((� NO g1AM(r JN1 OFCJ�— tf? 10'-0" O U) ( ) HOUSE 18_, EL 41, 0 LINE 57'-0" 11455 5// 111ZZLW000 LOOP CITY OF TIGARD . ppraved by Planning Date: s 12I70 ?nitials; �' Snen /PVC CON501-1/NG5,t LG dba Df516NtO: mwr, 7-7l'--7 8 Sirrpl flor7e .DATT: /29/20 MAC Consuldrgs LLC, dim SINPL HONE DESIGNS IS NOT 11455 5N HITZELWOOD LOOP LIABLE FOR THE ACCURACY OF TEE TOPOGRAPHY OF t93i 5JJ76Ttl AVE,PMb2il t ono OR`722� BUILDER7[OR IT IS E NDITI 4S, INCLUDING OF THE 5G/}L�: J 'JO'O BUILDER TO VERIFY ALL SITECONDITIONS, INCLUDING ANY FILL PLACED ON THE SITE, AND INFORM OWNERS OF ANY 8 (��)5I '649n,(��X)'�'4BZn Fa /v ` ��� POTENTIAL FIELD MODIFICATIONS w"w.ezpenil5.bizerail;nlierteaperrdf5.bli