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Plans (39) 44xst 6,' art Lo6,19050 /VV rt.i vv i i 30 " Pi;-- I...7,k '7.4,P;* /44 Z 0 c5N Fern Si-. I 1 2, -1-16.4-AP no'tIA.72-2- nciiciVt v tit , as Aftt i * . MAR 14 2013 '',P• , OF TIGARD 4; , t.,, 0,- CI OF TIGARD ' BUIL i'ING DIVISION r-re7 ft./75 ---- 9x 37C :L7 7.74.5 ':, 1' C) -1 Approved r L-r--- Conditionally Approved ( ] / ., r,..- See Letter to:Follow [ 1 11 , 7.- Atta hed :' *. .370Wrir • N Permit NI! ber: .1...W__,0 '7 Add ess: 4. (20 PireP11:1"21111 2.01.0C , By: .lreAMIll.e. Date: 24, k A Ow co v 25 shall be on job site_ i or- -Id t/\\ OFFICE COPY tit, I lie 4.E.L)4E11— 2 g.8 1 , lig (i) D9 IA+ "‹ 3 1/2-" 0 16 ll a ts -cl 1. c wt. FLA--:44-tiwo — ..._.t. v. . - -I -11 . —V-47 t4 0_ '-'4,c---- ,‘„it,0•Xt> 44, 1 0 t.-A i . ....,,,.:,-,.........r ‘i, 1 i i , , • ,. (42..)eig 13aA iv\ 2.K..'§ w* f 1.1.... _ V) th 4 0,-)6Vii.- 1 1 i's i41&I1 IN i/x6 4 X i7 /vji r t- -...., •/:..- ."''''"' . P 0 • /4112 r) 45 PJ 4'''' "fit- ,,-,16; , 't, 3 11-- ,.$T .,;',t.„:!...c„x„.. A..3,1/4 ;5•:,,,.:-A,o, is 4 ',:-;`''' \c-4/2, --T76,e/1-4.p ' 9, 72.2;5 ., . . r ---._.— --- / 1 -,T Lj .-,-,; 7: ,‘'. A.::. ---- --- -- 1) --?•, ''',„, ',k .:.,_ i M '' 1 ' 1 ..101-.44:203, : • , 1,_ ...t„,„, 2._v -:-., - t,,,, 2/ ] ' . '.' 1 ,2 it- Y,, v,_ •,_.__ , co 0.-- L .,, .2x 3 N......) . , - ,. i I) 5 P9 1/4 "K 31/2,11 0 Ui0 D ee i rt.A.- 4 1 e 1 ')... 4 ' 111: .. . . A -.=.'---r --) ..., "T\ LT 4iI •t , ,-• . • in , ti , ,,,,r/ r 4,..,.: 15VS4 V ' ; k i ' OW 5 ct.• rt 0. ' 1 1._. v- -' ' • L 4 I . - ,..4....= ,--11 t --s,__. 10 .I;# t i tf''f`':,. ' ':• ' ' 4 , , . • .. , _ ..,,,.... ._ ..•• ..,_ : :) t ..q ' , 6,0 tec yr eb.„_„ ,,4„, .,, V - r ilr)CP:0 c 0h,r-, ,-.. 4y:1 ) T)E.Tf-j L S e tv6 -. .1-, 114-1W 11i 'F e r s r 1 t t 3-o a v to gii DECKS ON SOIL WITH A 1000 PSF TO 1500 PSF BEARING CAPACITY EXTERIOR (Note:All footings are to be placed a minimum of 12 inches below the surface SHEATHING CONT FLASHING W/DRIP • of the finished grade and cannot be placed on fill.) EDGE BEHIND BUILDING 2x6 joists cannot be used when a guardrail is required. EXISTING WALL PAPER OR WATERPROOF MEMBRANE 1.) If you And 2.) you Then 3.) And 4.) the And 5.) they And 6.) the have a beam have posts you can minimum can be footings "D'. EXISTING 2X DECKING OVER "A"that is: "B" only span size joist spaced a supporting the RIM(BAND) DECK JOIST supporting the joists you can use maximumposts will need �' `�""�� � ` the beam "C": i, is: of: to be a llillTll. spaced: minimum of: ►--_,° 4x6 or (2) 2x6 6'-0" apart 6'-0" 2x6 14"x14"x 18" or 2X FLR JOIST 2X LEDGER 24" apart 16"diameter xI 18" ` EXISTING WALL (2)318"LAG SCREWS OR Z8 8X18°X 18" O� FRAMING OR i (2)#14 WOOD SCREWS OR 4x8 0 (2) 2x8 8'-6" apart 6'-0" - 24" apart 20" diameter x CONCRETE WALL (�)SIMPSON SDS SCREW 18" (SHOWN DASHED) ( OR EQUAL Q SPACING"S" Figure 5—Attachment of Ledger Board to Band Board with Lag or Wood Screws elk a. Soil Bearing Value: ©OO psf. +o�-C - (See Figure 11 for Spacing"S"). b. Frost Depth: 1 inches: ' c. Footing Size: /8 x /B x 0, spaced �� 6 apart. d. Post Size: 6 8! 1r p SPACING"s~ - art. e. Beam Size: CZ? 2- x B , spaced apart. , JOIST SPAN (2)3/8"DIA LAG SCREWS (2)#14 WOOD SCREWS SIMPSON SDS 114 X 3112" f. Joist Size: Z x a , spaced apart. ► =SPAN s s' 5' 10" 16" 8'<SPANS 10' 5" 8' 16" 10•<SPAN 414' 4" 6' 12" 14'<SPAN 516' 3' 5" 9' 1 112. WHERE SIMPSON SDS SCREW ARE USED,S AGGER SCREWS TOP AND BOTTof N.: 3-1/2 max_ I. o o (2)2X BEAM11111 � ,fir 1-1/2"min T+ 111 EQ POST TO BEAM _ ..._ handrail EQ 0 0 0 o PLATE BEYOND CONNECTOR , SPACING"S' a�1! A X 41AIN 1 corrosion resistant Figure 11 -Ledger Board Fastener Spacing and Clearances Figure 20-Post-to-Beam Requirements handrail hardware . _Figure 35—Handrail Requirements 1A.-Th L-9 A k''ci LU Sw t-'-e- n. :=.-t-_ Joist-to-Beam Connection: Each joist shall .....—•...tiAllellitt .= ' '`L-\ in 1-----2 1 r y..91 j t 1 l<--‘-' ' 'V v JA/ v` -c.T% • . . 1 'p 3 �►-1-1 zo sv.1 pe vtk- 54_-. STAIR REQUIREMENTS ,. _..__._.._ ._ _.._ _ _ Stairs, stair stringers, and TREAD VA6TM SHALL stair guardrail shall meet the 4 X 4 POST, TYP, NOT DEVIATE FROM1 4'-0"MAX SPACING 2 X 2 PICKET,TYP. ONE ANOTHER 6Y OUTS ALL NODI . DO NOT NOTCH � � McsRETHAN� OUT� ��+' requirements shown in Figure 2 X 6 OR 5/4 BOARD B'DIA SPHERE 30 through Figure 36. All • RAIL CAP stringers shall be minimum J L ! f6"MIN 2x12. A level landing D ,raw RISER Iwllm•+ Vii► minimum 3 feet by 3 feet is HEIGHTSHALLPOOT I RISERS.1X MATERIAL IAN required at the top (usually C° 2 X 4 AT TOP DEVIATE FROM ONE �� C72- ANOTHER BY MORE this is the deck) and at the THA T......._I bottom (usually a concrete NNOOSIN 1 it?NOSING: SHALL NOT pad) of the stairway. - -_ —_ _ — — DEVIATE FROM ONE ANOTHER BY MORE j THAN 316' I ATTACH PICKETS AT TOP Figure 30-Tread and Riser Detail //OPENINGS SHALL NOT AND BOTTOM WITH SEE GUARD POST ALLOW THE PASSAGE ATTACHMENT DETAILS OF A 4" DIA SPHERE 2-#8 SCREWS OR 2-8dSPIRAL SHANK NAILS EACH. For.441 Figure 23—Typical Guardrail Detail 2 X 6 TOP RAILING y CONNECT TO POST W(2)#10 X 3°WOOD 2 X 2 PICKET @ SCREWS RAILING MAY BE 5 112°O_C.MAX. MAX SPAN=IT-0'Wrz STRINGERS MAX SPAN=15-6' FLAT OR VERTICAL) A ATTACH PICKETS - MAX SPAN=90'3'WO STRINGERS 2 X 4 BOTTOM Z_ AT TOP AND BOTTOM cur STRINGER SOLID STRINGER 2 W/(2)-#8 WOOD RAILING.CONNECT SCREWS OR(2)8d Figure 31—Stair Stringer Requirements TO POST W/(2) SPIRAL SHANK #10 X 3 WOOD { NAILS EACH. SCREWS DECKING X 4 POST attach 2x tread material wl stringer 2#8 screws or 2-8d nails per -"---.11a►.:+[►�.•i s►; 2x material board at each stringer or ledger DECKMill !� FRAMING T T ;r4 A; lb SEE GUARD POST 2x4 ledger,each side,full ATTACHMENT DETAILS stringers depth of tread;attach wl 4-10d nails or#8 wood screws Figure 29—Guardrail Railing and Picket Detail CUT STRINGER SOLID STRINGER 19 '(-) civ (1/4 it l Zo 'IW q--ev-v`. -i--. 5-0"max. PRE-MANUFACTURED stair guardrail required between posts CAST-IN-PLACE for stairs with a total ��, 6"MIN t, 8 POST ANCHOR rise of 30"or more see TYPICAL GUARDRAIL li � aDETAILS formore 4,1110..,,n i ! »Ld':.' nryt Information „,_,_,T, . „, • '1 Ale 16"'SQUARE ORstair guardrail height: 34"measure from '�'�� 1$" DIA. ROUND nosing of step / �Figure 22-Typical Footing Detailgular opening shall not permit the passage of a 6' diameter sphere Figure 33—Stair Guard Requirements BAND BOARD OR OUTSIDE JOIST Nil mom imminr IIIIIII6H... SLOPED HANGER OR LS50 EACH SIDE Figure 34—Stair Stringer Connection Detail r REMACR 1E4IV20E13D ,.,........... CITY OF TIGARD BUILDING DIVISION _ f -' • • 1 f * I ,• .4;, . ,,,' /3(0 , * / 7--. I L - i / . f 0 lff. Zir° v AO '.......... ...-- . M 7 t 11 1 . 1(9 t i 4: - -- 0 1 .0-giat,, ',. r 4 o" : , it 0 2,6. 1 1 v /