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Plans • , - . ' • .. .., . . , • 1 ," 1 '... ...::. : ::„.: : ::--.., rr ..,„, .r. J R LCI:L; 1 7' 1 1 III, n D 2008 r Ct I • (W 1. rt'? Oil CF T.C;. BULLtiLi li IV: St"C; N 1' 4 1" )-- plan,. '-. L. Apc#oved c'; i . : II- 1 .- 1 5 11 ,-,hpilae; on 1 • ---- - r" A LI cp f-- _ ' -` Lc' ---"—■■ 1.- . ,....‘ --I at- i 1 1 s...., ...- : I t-s.i i i I I ., 1 ' f ----- d I 11 .•'' II' LIABILI Y Li, — The City of Tig rd and its 1- PI i i: , 1! employees shall not be i vi l lil responsible for discrepancies which may appear herein. 1 • 1 ! I CO il . I 1 .1! ...AI, .ti i. 1 1 (/' 11•'' or - i, T t•ri- 1, ' , • 1,, U I • ., 1 I' I -- • 7 Hi , 1 , /:-.... 1. -.., . , 1, ,..-..... ,./y .,,,,.-L„- 1.;.,.i.,:,..-:.--does nt 4_ • :i - thelsid4,11.0_?f any r 1 7- r i rghts of holders of private easements. The ap- I' I - ...4 1 plicant is urged to contact any such parties and secure Mier approval befor z.. commencing work. I: : . t ... CITY OF TIGARD Approved ....... . Conditionally Approved Vq' For only the wk aWescribed in: PERMIT NO. See Letter to: Follow • ' 4... OFFICE COPY Job %dress: 1‘.2g.2. • S 03 Ar ( . e. .....__,, . -; - --- - • f:')--=,.e: 7 : ,.; D 2008 CiTV • POST PER PLAN 44 SIMPSON 1B FASTENERS PER POST BASE MANUFACTURER SPECS NI • / ---- I 17 I • .• • FINISHED _ CsRADE-VERIFY CONCRETE FTCs. 6 SEE PLAN FOR a • SIZES I • +t • 1 1— 11 PLACE ON UNDISTURBED 4 a SOIL 7 < A NOTE: CENTER POST ON FTG. 11- (7 \ FOOT NIG DETAIL • i R EC J VE D AtJl- 1 6 20p3 C!T\ T P RIM JOIST PER PLAN FLASHING F r 2x BLOCKING OR 2 2- RIM JOIST PER PLAN 2x DECK MATERIAL E PER PLAN A- FLR SI�IT'G 1/8 - 1 /4" G �$ _ • 10E . II I 0 (3) SDS 1 /4 3 x 4 I/?" WOOD JOISTS N BUNION/ SCREWS a tr c.c. PER PLAN -� - ....., , JOIST HANGER / ► =� FLR JOISTS PER PLAN 2x ID P.T. LEDGER BOARD DECK LEDC -cEFR e ALL 1 1,2".1' -0' e •s . , 4, . , . . '". 7 ,s x,,., 4 `.•=s , 4, 1 P Par , I E Ai 7 i ■:, j 2-s-ARM E-\-\ '\R-v" 3/ it -•„,........„,\ _ .• „ i II i„ i I .1 :I „ , , .„ • .; ; i I. • :1 il i. i „' „„ ; I , ; , il : , , i , . , i • : f is I, . ,, s I I 1 111S 1.1i is s s 11 1 s iii.: .11 9l.V I Itz e -1, ii E i ! Y1 /-1• ; . Prr bT:=HTA -1 L, —I : • 7 -, 1 N . ' EIVVATAI.ri io....,--1 4 'Milao t-- b1io . i t i , t : • C \ \---':) , I . I- I I • 1 i 1 ' 1 • ; ■ ; • t . f .1._.. 1 ss, f I ......____,, -,-- _______ • •I-- I. ., .. \ 0 17 .si VI, ‘). VI N'UkA4to c•ti 1.?7 YNC (IV ) GUARDRAIL REQUIREMENTS Decks Tess 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 2 X 6 OR 5/4 BOARD RAIL CAP 2 4) 2 2X4ATTOP M Z OPENINGS SHALL NOT ATTACH PICKETS AT TOP AND BOTTOM WITH SEE GUARD POST ALLOW THE PASSAGE 2 #8 SCREWS OR 2 8d ATTACHMENT DETAILS OF A 4" DIA SPHERE 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:CThere_ ace _three- options-fo attachm. ent._provided,1 you -may cf oose_one_that suites needs orprovide a design for�approvall 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 Page 21 of 27 4X4 POSTS (PICKETS SIMPSON HD2A HOLDOWN & RAILS NOT SHOWN W/ (2) 5/8" DIA. GALV. FOR CLARITY) — THROUGH BOLTS W/ WASHERS AT FAR SIDE DECKING — (2) 5/8" DIA. GALV. THROUGH 1 1/2" MIN. , T „ ,► , BOLTS Wi WASHERS t� --.�� / � 1 1/2" MIN. X 4 4 (3) 16d NAILS AT EACH JOIST 2X8MIN. 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 CLARITY) — THROUGH BOLTS W/ 1 WASHERS AT FAR SIDE DECKING -\ _ _ \ (2) 5/8" DIA. GALV. THROUGH • 1. / `MIN. `� r/ BOLTS W/ WASHERS 1 1/2" MIN.. ^ ; �/��'?',- , 1 1/2" MIN. ' f: ���'._ _ (3) 3" STAINLESS STEEL SCREWS AT EACH JOIST ` 2XSMIN. 2 X 8 RIM JOIST DECK JOISTS RIM JOIST ON OUTSIDE Figure 25 - Guardrail Attachment Option 2 Typical Deck Details revised 2/08 Page 22 of 27 ' 4X4 POSTS (PICKETS SIMPSON HD2A HOLDOWN & RAILS NOT SHOWN W/ (2) 5/8" DIA. GALV. FOR CLARITY) THROUGH BOLTS W/ '` WASHERS AT FAR SIDE DECKING — (2) 518" DIA. GALV. THROUGH 0 v' , 7 BOLTS W/ WASHERS ` 2X8 MIN. RIM JOIST 2 X 8 MIN. 2X BLOCKING W/ 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 CONNECT TO POST W (2) #10 X 3" WOOD 2X2 PICKET 51/2'O.C.MAX. SCREWS (MAY BE I ATTACH PICKETS AT TOP AND FLAT OR VERTICAL) BOTTOM WJ(2) #8 WOOD 2 X 4 BOTTOM SCREWS OR (2) 8d SPIRAL RAILING. CONNECT _, --` SHANK NAILS EACH. TO POST Wi(2) 1 4 X4 POST #10 X 3" WOOD I 2 -1/2" DIA. THROUGH — ' SCREWS - -- BOLTS W/ OVERSIZED 4" MAX i WASHER. (1 1/2" DIA. MIN.) 7.ir� ►� ' �i►• ■ ∎ 4 1 11 . " °j i�il v_A, _.1 1/2" A 1 6" A 1' MIN.. -- . - 0 N � i , ' -1-- 1 1/4" L6X3X1 /4X0' -9" 2 X 10 MIN. STEEL ANGLE W /(2) x-3/4" DIA. THROUGH BOLTS W /(2) VERTICAL SHORT SLOTTED HOLES Figure 27 - Guardrail Attachment Option 3 Typical Deck Details revised 2/08 Page 23 of 27 (2) 3/4" DIA. - - THROUGH BOLTS I / 4 X 4 POST ip 2 X 10 JOIST OR I = 2 X 10 BLOCKING W4 SIMPSON A34 FRAMING ANGLE AT EACH SIDE AT EACH END. (4 TOTAL) — 2 X 10 RIM JOIST SECTION A -A Figure 28 - Guardrail Attachment Section for Option 3 2 X 6 TOP RAILING CONNECT TO POST W (2) #10 X 3° WOOD � 2X2 PICKET@ - SCREWS ( RAILING MAY BE - 5 112° O.C. MAX. FLAT OR VERTICAL) I ATTACH PICKETS 2 X 4 BOTTOM Z AT TOP AND BOTTOM RAILING. CONNECT W /(2) #8 WOOD TO POST W /(2) I � SCREWS OR (2) 8d #10 X 3° WOOD SPIRAL SHANK SCREWS • I NAILS EACH. DECKING 4 X 4 POST � 1 DECK FRAMING SEE GUARD POST ATTACHMENT DETAILS Figure 29 - Guardrail Railing and Picket Detail Typical Deck Details revised 2/08 Page 24 of 27 9Vi-VKIA S1513%1,07 1%/vI6ts iv 141 3410%9 0 u 0 11 --t _lc At *no 1.1 lfr irl . • • • • • • lo • 0 • of L l‘ViTVec) 4■Avt 4 . 1 4 CINVITi(13 G“'d"D:? AID ISocl Wth 4 444. Mkt. -M Wt. -!,•!\7! G A Fn, ,041.14 lacxyksitko.5 = ga o 1:12 D LL a) = LL a0 O m Q O z z O ' z HANDRAIL -- — HANDRAIL SHALL RETURN AT EACH END 4x4 PT POSTS EMBEDDED IN CONCRETE .; • ° 36" MAX SPAN • BETWEEN ,b . .` • .• STRINGERS ", • • • • FOOTING: 12" x 12" Figure 36 — Miscellaneous Stair Requirements FRAMING AT CHIMNEY OR BAY WINDOW All mem • - rs at a chimney or bay windo hall be fr- ed in accordance with Figure 37. Header ith a span length gre- -r than 6' -0" req ►'re a plan submission. l.� •'-0" m- • um_. dec- g may I - end 6" max_ chimney ■ 1 00 7 chimney °rI or bay bay windoti ledger Window if- j board rhj • d• • •le joist, double joist •ouble h-: • -r 2 -1t2" di• thru -bolt each side hanger, typ. or lag sere s at ledger PLAN SECTION Figure 37 - Requirements for Framing at Chim ey or Bay Window Typical Deck Details revised 2/08 Page 27 of 27 C TY OF TIGARD - StTE PLA N REVIEW BUILDING PERMIT NO: 4, � • Approved ❑ Not Approved i REC7.7 1 7„ treet Trees: pp Not Approved Approved ❑ pp F', 1 I ', ., �� otected Trees: � n �` J., At Date: l: O$ C DTI` e C r:, Notes: BU!L.D W :' L,1 r . I tr t.P / Z Z • 0 • 3 ... . k --‘) . ii 1 it'- I ( .. . . .. - CITY OF TIGARD - SITE PLAN REVIEW ,.. BUILDING PERMIT NO.: Ai 110M11M. /AIM \ ,... PLANNING DIVISION: Required Setbacks: ©- Approved, 0 Not Aporo\ I Side: _ Street Side: I 1:rwli J-45 Cl are: ....0.--_ Rear: I "D . —....,... 1 . .. 1 ;.: ,- .'. ,- i: •,--,-,-•-• ['A/Approved 0 Not Approved :c::•:,::!•:•,:i-,1 -;:..:.1... H .. ight; .1 teet . :: \ ,':,:. S:-.,:-,•!•.:: .',-:) 1..euer Required: 0 Yes 0 No ! , 0 Received ; '--, • .4 I j.A.A..c Date: ' tota ... —.____:..—...... 1 CliNEERINg EPARTMENT: Actual Slope:.:2_% tZt Approved 0 Not Approved Site Plank (.4__ aApproved • N la Approved B : Date: ' / N °tes: (41,1A0D-J- piA_