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Plans r RECEIVED JUL 17 2009 CITY OF TIGARD BUILDING DIVISION +1 . J J (0 -0 i ' 2 -o (G S z T • - � /4rL‹) - r - r =1 ,,, ,! Vri rI a - S `x?T (IA e g eQ't t (5 -e _ .. - ,s / /// ,e- ... :/f .+ ,_/d , e f .r°' f A /-1,. E. srn Ll CI i . 14 0492: . OP 11G , / Conditionally Approved .............. f 1) �� - ",. 1 :- ,- .'''.f �. ' /// I See to Follow ................ t 1 r LL �*��,,umb�AA,,:f . d; 1 Permit Number: !V G or v / a Add 12- 4111 ✓ By: it ;TAI paw i i &M r :i• - lEx'ST1 ( r 0 < 1 1 fi 3 - - S Cam.) l t (c) - - - —! OFFTCE COPY )TC ..A11 / BY p 1�6 —! DATE 5 E EN I / ! 7 �j i( S 11 6 1-4 CHKBY DATE ConsuLting Lngineers 171 c. I< PAD I r I 04 JOB NO ° Jl zto (503) 968 -9994 p (503) 968 -8444 f SHEET 1 OF ( /.../ ... _ • ' , ITY OF TIGARD - SITE PLAN REVIEW BUILDING PERMIT NO.: .i.i ;:_,?,61,1 7 PLANNING DIVISION: Required Setbacks: Ca Approved", 0 Not Approved Side: 6- Street Side: Front. , ..40 Garage: ____ Rear: i'l Visual Clearance. Aoproved 0 Not Approvcd Maximum Eitoiciiti He yll..30 CWS Service Provider Letter Recii:•.- 0 Yes 0 No , i A 0 Received . 1): A ' i . i / Date. -10 7 /CM ENGINEERING EPARTMENT: Actual Slope:A.% 23 Approved 0 Not Approved Site Flap : - 1 0Ap - Koved 0 Not Approved . By: Pi-. Pit; ./c/e-7,1.44,7) Date: sA..0t4 t■Lott.t.s.:. des itt . L ., e Lt--nA.k/LA-4.< ...ma .------- ., . oulliarIGARD - SiTE REVIEW BUILDING PERMI , 2 --- Street Trees: 0 .:...roved ?;,,, Not Approved d al Approved Protected Trees: Date: 13: -------'-- . (.:.' Cr A.OTT 30 ire) f 1 ..................................... irr I 1 1 i ,,,,,,,,„,,,,,,,,,,,,,,„.....ve..4kii ':, Itinvira - 04 I j 40,........m•. tt4itx.:' A, ,,,...........4,...4.404.6.4400.4. 1 .1 "-V 14 " . I ,fr.o..o.,....*.N :1 '. • . A. 1,................4..... libliappw.,.........,...,......... '.'-e,! ' . . .. . r . i RECEIVED - _ _ JUL 17 2009 Li '-'. - t - CITY OF TIGARD '7 -=--- BUILDING DIVISION Z (Y ��y N s 2 o D 5 Q _ _ -1/4 .1 '7' u i W L L II N i i o S = ' ?� (� - IV 2 1 — . \-:- 7. V.: 1._ 111 ' C. L T k-L-', \ i ' *Thi / .) ev X ;:',1— --- \ Li- '' -2 2 r• . I f " IX , % µ. 4 rte ' p / / ./ `� / g� - ,i y `1 `a o N 4 Qt- N ‘4..c ,, a ,off; X o ,,' ,a,t0 UIIL -1( 1,- /11.' ) NI. /Z 1. -- 11 )>: . X i %C.1.1 '/ 0 1 311CT (JR 9 __: / . / ' �tD PR fife ' S w G 1N o . p - X1,:.2 u�Z II ' +° J 1- t o l 1 O' r N lor s � -9,p 6 ;°T 10 PI' o 4 ," j 5 R 0 bR`c y I EXPIRES: 6/30/// I �f .-j G� / _ BY ..1 DATE 7 o �Y o_ E I/ i I l ✓ W l i ve CHK BY DATE _— — C o nsu lting Engineers JOB NO ° 3I Zl, (503) 968 -9994 p (503) 968 -8444 f SHEET 2— OF • C-x\ST mil 1� I C 1 L � to 4 i .� ; 5�2u fWfc � — t7 M it -------N-------- - 2 X ( -P - aiaA C it E 1" e Foci -1 L.)/ ( St PA. PSOJ - r7. r g , "aMatfl. S C-,,S a IVogiL( Lohcvr [HAYDEN BY V 7� i DATE / / /il/O 17.-/ / co C jh 0 it p CHKBY DATE '�' I Consulting Engineers JOB NO t11.4,, (503) 968 -9994 p (503) 968 -8444 f SHEET 3 OF ( I \ , , t ÷, -9 bh., ,,W i ni ii .... .._ .._ . 40.0.41, 00..4 -■ — i 0',o,',.....- .....gi C"-- p.-----.1 ir.--.. _v_ - _ ,____ .. _ . .,_. __ , . • ; e U o Q :: DATE BY DATE Consulting Engineers JOB NO i 7ity (503) 968 -9994 p (503) 968 -8444 f SHEET 4 OF I MESS ; i! ' fl rAbbt SY -a ZaCo K- (A CE. s, L ru Lev 9 1 4 77J v PA 5 Lk-VA 7cow! BY jl` z pr DATE /I %9 1' � V ( ( EN 1 �/ -1 / Ce 5L∎J II LP CHK BY DATE -- Consulting Engineers JOB NO ° 51 'it?" (503) 968 -9994 p (503) 968 -8444 f SHEET 5 OF I , EXTERIOR SHEATHING CONT FLASHING W!DRIP EDGE BEHIND BUILDING PAPER OR WATERPROOF ,' EXISTING WALL � k MEMBRANE i `: EXISTING 2X DECKING OVER RIM (BAND) DECK JOIST _ 2X FLR JOIST I ) 2X LEDGER EXISTING WALL (2) 3/8" LAG SCREWS OR FRAMING OR I (2) WOOD SCREWS OR CONCRETE WALL I ( SIMPSON SDS SCREW (SHOWN DASHED) i OR EQUAL @ SPACING "S" Figure 5 — Attachment of Ledger Board to Band Board with Lag or Wood Screws (See Figure 11 for Spacing "S "). SPACING "S" JOIST SPAN (2) 3/8" DIA LAG SCREWS (2) WOOD SCREWS SIMPSON SOS 114 X 3 1/2" 0 < SPAN 48' 7" 10' 16 " 8'< SPAN 510" 5' 8" 16" I 0"< SPAN 514' 4" 6" 12" 14'< SPAN .16' 3' 5" 9' Typical Deck Details revised 2/08 ' l� • o- GUARDRAIL REQUIREMENTS Decks less than 30" above grade are not required to have a guardrail; however, if one is installed, you must follow these requirements. All decks and stairways over 30" above grade require guardrails. All guardrails shall be constructed in strict conformance with the figures herein; any deviations require a plan submission. 4 X 4 POST, TYP, 4' -0" MAX SPACING 2 X 2 PICKET, TYP. DO NOT NOTCH / f 2 X 6 OR 5/4 BOARD RAIL CAP io 2 X4 AT TOP \ = _ _ _ OPENINGS SHALL NOT ATTACH PICKETS AT TOP SEE GUARD POST ALLOW THE PASSAGE AND BOTTOM WITH ATTACHMENT DETAILS OF A 4" DIA SPHERE 2- #8 SCREWS OR 2- 8d SPIRAL SHANK NAILS EACH. Figure 23 — Typical Guardrail Detail Any prefabricated wood, plastic, or manufactured guardrail system purchased from a home center store, lumber company, or somewhere similar will also require a plan submission. The guardrail shall be designed to withstand a concentrated load of 200 pounds anywhere along its length, and the infill area is designed to withstand a load of 50 pounds on a square foot area. Guardrail Post Attachment: There are three options for guardrail attachment provided, you may choose one that suites your needs or provide a design for approval. Guardrail posts shall be spaced per Figure 23 and attached per Figures 24, 25 or 27 and 26, 29. Note: 2x8 minimum joists are required for Figures 24 and 25, and minimum 2x10 joists for Figure 27. Holdowns, tie plates, bolts, nuts and washers must be hot dipped galvanized with 1.85 oz /sf of zinc (G -185 coating) or shall be stainless steel. Look for products such as "Zmax" from Simpson Strong -Tie or "Triple Zinc" from USP. Typical Deck Details revised 2/08 ...1r .. ,.. - - , - 7 4 4X4 POSTS (PICKETS -I"- SIMPSON HD2A HOLDOWN & RALS NOT SHOWN WI (2) 5/8" DIA. GALV. FOR CLARITY) THROUGH BOLTS WI WASHERS AT FAR SIDE DECKING --\ /// \ / ", (2) 5/5" DIA. GALV THROUGH .11 11 1/241N. - 7- .Mtli "ir BOLTS Wi WASHERS -7 u wAllil 1 1/2" MIN. - i l 0 ` Nii.i. (3) 16d NAILS AT EACH JOIST \ \ \--- 2 X 8 MIN. . ., DECK JOISTS 2 X 8 RIM JOIST POST ON OUTSIDE Figure 24 — Guardrail Attachment Option 1 4X4 POSTS (PICKETS SIMPSON HD2A HOLDOWN & RAILS NOT SHOWN W/ (2) 5/8" DIA, GALV. FOR CLARMY) /-- THROUGH BOLTS W/ 1 / DECKING —\ WASHERS AT FAR SIDE ■ \ (2) 5/8" DIA. GALV. THROUGH " ....F..4.111 1 1 1/2" MIN. '0-0-1`441-74, BOLTS W/ WASHERS rim (3) 3" STAINLESS STEEL 1 vr MIN. aagmoc . SCREWS AT EACH JOIST -- 2 X 8 MIN. DECK JOISTS 2 X 8 RIM JOIST RIM JOIST ON OUTSIDE Figure 25 — Guardrail Attachment Option 2 Typical Deck Details revised 2/08 (c..1.3 ( .... ,. i - T - 1 4X4 POSTS (PICKETS FOR CLARITY) , SIMPSON HD2A HOLDOWN ft & RAILS NOT SHOWN Wi (2) 5i8" 01k GALV. 7 — THROUGH BOLTS WI ‘Al DECKING ,, WASHERS AT FAR SIDE / r \ (2) 5:8" DIA. GALV. THROUGH -. / i ' 0 © .N .,...,.. i x/ BOLTS WI WASHERS C-45,== 2 X 8 MIN. RIM JOIST , / \ 2 X 8 MIN. \ -- 2X BLOCKING WI SIMPSON A34 DECK JOISTS FRAMING ANGLE AT EACH SIDE AT EACH END (4 TOTAL) POST SUPPORTED ON PARALLEL FRAMING Figure 26 — Guardrail Attachment Fraiming Parallel to Framing 2 X 6 TOP RAILING i CONNECT TO POST W (2) 410 X 3" WOOD 2 X 2 PICKET @ 5 1/2" O.C. MAX. SCREWS (MAY BE 4 /---- ATTACH PICKETS AT TOP AND I FLAT OR VERTICAL) BOTTOM W/(2) 48 WOOD SCREWS OR (2) 8d SPIRAL 2 X 4 BOTTOM SHANK NAILS EACH RAILING, CONNECT TO POST Wt(2) 1 4 X 4 POST 410 X 3" WOOD —.....41 i 2-1/2" DIA. THROUGH SCREWS - A -- r BOLTS W1 OVERSIZED 4" MAX 1 WASHER (1 112" DIA. MIN.) ..°4111.0goallurP-7I-'1 .Q0iiii." / 1" MIN. 0 II-V-A --\- 11 T 111,1i1m1 i A 1 I me 6" A 1" MiNr • \ .111 ----- 1 114" \ L6 X 3 X1/4 X 0'-9" 2 X 10 MIN. \ STEEL ANGLE W/(2) DIA. THROUGH BOLTS wg2) VERTICAL SHORT SLOTTED HOLES Figure 27 - Guardrail Attachment Option 3 Typical Deck Details revised 2/08 F STAIR REQUIREMENTS Stairs, stair stringers, and T�EAavioTSwLL stair guardrail shall meet the N OT rti= 'o9ATF. FRC RISER MAY =E OPEN ONE ANUTw:R9Y RUT SHALL NOT ALLOW requirements shown in Figure MOPE 3,S — THE PASSAGE OFA ./ r DIA SPHERE through 3 0 th h Fi g ure 36. All stringers shall be minimum 9" PAIN ., `Y - 2x12. A level landing - 'ETA EAb wpm c. ! minimum 3 feet by 3 feet is 8° MAX RISE-Ti` ■ HEIGHT SHALL NOT _ _ . ..._ —___ RISERS. 1XIAA.P required at the top (usually mil OEvrA.i c FROM ONE ANOTHER BY MORE this is the deck) and at the THAN bottom (usually a concrete T t trz .7s,NG mos2NGSI4J'.i. pad) of the stairway. :DEVIATE FROM ONE ANOTHER BY MORE THAN .i5' Figure 30 - Tread and Riser Detail i 1 �t i I j MAX SPAN = 8' wrz STRINGERS • I MAX SPAN = 15-6" .y 'f MAX SPAN = 77-3 "'W13 STRINGERS CUT STRINGER SCAM STRINGER Figure 31 — Stair Stringer Requirements attach 2x tread material wi stringer 2 - #8 screws or 2•Bd nails per 2x material board at each stringer or ledger 1 OW IP )fi 2x4 ledger, each side. full stringers depth of tread: attach wl 4 -10d nails or #8 wood screws CUT STRINGER SOLID STRINGER Figure 32 — Tread Connection Requirements Note: The stair design in this document is for a three -foot wide maximum stairway with minimum 2x tread material. Plastic or composite decking products may be used for stair treads; however, they may require additional stair stringers for bracing. Check with the manufacturer's requirements. Typical Deck Details revised 2/08 to . . .t between posts stair guardrail required for stairs with a total rise of 30' or more 01.14° see TYPICAL GUARDRAIL 11 DETAILS for more 11 information •-•1 1011 stair guardrail height: 000 :0 • 34" measure from nosing of step JP . , • triangular opening shall not . permit the passage of a 6" diameter sphere Figure 33 — Stair Guard Requirements BAND BOARD OR OUTSIDE JOIST\ 111■111 1111141611m SLOPED HANGER OR LS50 EACH SIDE Figure 34 — Stair Stringer Connection Detail STAIR HANDRAIL REQUIREMENTS All stairs with four or more risers shall have a handrail on one side. Handrails shall be graspable and shall be of decay-resistant and/or corrosion- a-lir max. mi resistant material. See Figure 35. The hand.grip 1-112" min 1111 portion, if circular, shall be between 1110-- • handrail • 1/4 and 2" in cross section. Shapes other than circular shall have a perimeter dimension 17" between 4" and not greater than 6 with a corrosion-resistant maximum cross sectional dimension of 2 All handrail hardware shapes shall have a smooth surface with no sharp Figure 35 — Handrail Requirements corners. Handrails shall run continuously from a point directly over the lowest riser to a point directly over the highest riser and shall return to the guard at each end. See Figure 36. Handrails may be interrupted at guardrail posts only at a turn in the stair. Typical Deck Details revised 2/08 Ar 0 °F w LT0 ,_, z : t i . -1 6O o ° z o 1 z HANDRAIL -----6-C:c.,,,_--N HANDRAIL SHALL RETURN AT EACH END --- 4x4 PT POSTS EMBEDDED IN CONCRETE ....... _... . ,__,.�,,���_. - �-_ . 4. ' 36" MAX SPAN ., . BETWEEN : c a STRINGERS IP .4 • 0 \_. FOOTING: 12" x 12" Figure 36 — Miscellaneous Stair Requirements FRAMING AT CHIMNEY OR BAY WINDO All m- •ers at a chimney or bay window shall be framed in accordance with Fi; . e 37. Header 't a span length greater than 6' -0" require a plan submiss'e . L 6' -0" man L .--.-1 decking may extend 6" max. A//Ioi f H chimney or - L °wi L v,� Y ledge board �� double joist. double ' :st doub e header , 2-W2" die. bolt each side ha .,,r, typ. or lag screw "' 4 1 • dr - PLAN SECTION 'r. figure 37 - quiremen s or Framing at Chimney or Bay Window Typical Deck Details revised 2/08 I 2---7(2.-- , : '4'a) D,--- 1 Aoc j J r t__,- f0 ? Au., • „ii, sz.„ = /-5 Dt ,r L = del., � - p Ex1s71n1U TP )-3 ''.• C) 1G A • 1VcIM D (ID q.:1 \ ("° C-‘ 1 ,1 -11-- - lir p PROF "' V \ ., -4' / I 'w o co r,1 I — IA 'rep T 10 , 20 4/ \ \ \, j , \`. �- \ \ f 9 °N R. NP �o A 5 d \I SIRES: 6/30 M' N o„k�.: 1 TYP■ C A L ► si ) b� 4 .. c • At L.71 s e 74' = )-2,1--!‘ M Ax. y 12 ( A" --- ('‘°1 � 1 3 t-- (0 1 (4.):- / o r� :.._ 120 Vii." i`-1,--z (gc R -- 4oz J (aco 1 L- IZ^ P ' L - (o . Fr. 2 ),- e (( -c P 7 . Z) Io c , toe L - v : p ? Zxce Q 1 •Pc R i 0, x E 1� � 0 I / /I V e / V- /�! DATE I Z `l I C.0 St, l.Q r /i4 i :HA � 4 _ �N 1 , � CHK BY DATE f� r Consulting Engineers )a C.e AND 1 1 fosi JOB NO 1 ?:1e (503) 968 -9994 p (503) 968 -8444 f SHEET I OF 3 ��y.-- i_1 , t. 5'-3 3Z 46 gt- . - 4X (. o ` 47.- • ' ,,'6, S S. f.: l sr- 0 A :- Iv C-4 0 7 /A' /moo Ps$ �/ , 01`114 = 0302/3-75.4&"" I = ( P/31SAIY) " 114--- 1 z_ .oSI i y rt u srj.4 6 4.?..i.t-rabek._ -1 lec), A.--e, rcv- G IN u _460 — 7.-c-06 , i. tc tiI l wl. % (7„. (P OO 57 s-x�� IP 4 I- Sr` = I 811/1 1 .Q �F 'ot 10, 20 � �, N p ' � 'TON R !EXPIRES: 6/30A r v �� � BY 11 vI DATE INA Q _Eat CHIC BY " DATE - Consulting E f ngineers c. lr A D A JOB NO `:/ 2 (0 (503) 968 -9994 p (503) 968 -8444 f SHEET Z— OF - 1 'S7r'Jc .b , Sc L � vtt PJR- i Cj ( �I SL }�L t CAw ^I 6Jt �M1tIS • • - I4tL ccS = 16(1 J 015 i t- .1 r;./tr G l ye t o ►� Plat D(W� �� Cz Ss-k Pt'o (."7 (G2,,te.tietvAtIvs • Kt- S b,/1-c-rrDti1 V 4P-ACj � Imo' lZ 3 57"as wiitic 1I , „, 14_ rileirip ( ,( (1 DA 1i = 3o I L -- 18525 01 • , I r" � �P c� ,/ ( 7 41" x 3 2 Sts •2A6o ►nt i?a lS,ad f ?sox( 543 560. s p De ( As s > 3-7ci H A\ (! BY, DATE ? I a D E 176-0 � CHK BY DATE Co nsulting Engineers JOB NO (503) 968 -9994 p (503) 968 -8444 f SHEET 3 OF 3