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Plans (18) crL ' f?'4'0) 145'03y413' ,,, Z 0 0 t..-. L. ,• 4' 0 0 Li j ;.7.,,,,, 0 a, a:— 7i 7=-3 LU a n 2 ib 0 "-- 0 2 , — L.,) iv>'"C) 40.‘ g 0 LU ,,,,,, ,---..t ,„,,„,. „Li ..., , ,,,% ., — 0 4.irl _ DO .:52r. oz = 5 5 * ca Er / :11,11t4C":ci .'130 .-, ...-. LL '0,4 0 4 1444 r,Z to) ;.4 is C re 0 LI > gt 71 .4 44 V., .1:t a ..... 0..... c -. . to ro ...... ..... ...... = 0.- co ca. E .....v (,)0 U .ad -i.--0 - 1:3 E E ., 0 I ;€ w - 4.1) CL = N. to 18 E ... -- E in 01 E ttO rf) '-'10 rt','" C 0. o o 1, 4 : un — 0 c — E ,... .0 r. ol x 4-, '; C,''''' ea is/ = 0 -0 trc r'4 ....0 CO c 0 4, AD §- 0 i-i i..t.i a) ,e-4 tn .,..._ ....,"'"' (1) -0 u . co > lo T3 ,-... = L. -0 IN u ›- aLLI Z 0 im. 0 Ir-+ 7 E-a, ,f) 0 .14 ni E 8 ob IN 5 .., LLo o ea-a ...... Ii E u co 6 Y u 0 O. 0 0 — 4,1 N.... !.... ri 4— E .:" O orf 8-- 1-- 4-, .4, -)1 It a. „--- D Lk F > 4tril. E • IA < o ..E ..., 4 ›.- 4_, ci• ..- 0 " ..4' 0 C (1.1 a, ..-_- .— —0 rp rsi --- (i.a.) c ,...1 r`v- = u S... .„„ io iv 04, CC C >440 ' ...V 4...0 "'"' 440 .44 Iii) ,.....7t .E.' col — o . 6,,, e c an, Ciii Lei 0 ...2co 14. 4,,, 0 4.4 Ati 03 r0 C >- to c c a - c4 ttu 0 c no 0 ..c Jo - _ . _ 1,-- •-...r i- L.) -"' CL L„, (1) VI, N *_ 0 C ill: 0 8 is E ta .— to E 0 — ct ..., ,„„„, 03 — ro a; ..- CI. al. 0- ...... {...) ' (0. di tV tri Z o 4-, c at = 0 0 I-4 CO t..) u * 0 40 -., 1.0 .,... 0 r-1 Typical Deck Construction and Size — 102 SF < Brick Col. 114.5" 15 x 11.5 . Imbedded 6x6 PT — IN 4..---- 4x4 PT Posts 2 x 8 PT blocking between joists attached with Three 16D 3-1/2"n HDG < >t >< ) Ref: 2014 Oregon Structural 43" 15" 56.5" Specialty Code–Table 2304.9.1-29 — 2"x8"Joists 16" OC r Blocking supports Simpson Rim joist attached to Tension Ties DTT2Z. Two lateral joists with / DTT2Z brackets required for Three 16D 3-1/2"n HDG ------7 , posts in this position. See Beam" 6"x10" ' Simpson Wood Connection Ref: 2014 Oregon Connectors 2018-18 Deck Structural Specialty LI) Tension Ties– page 337 Code–Table ai 2304.9.1-29 �' House–Brick exterior FA < 43" > Scale– 12"/increment V Li Lmnmor Amink 10/6/19 Fountains at Summerfield - Deck Building Plans 2 Water Penetration Remediation — Cross Section Posts—4x4 PT Flashing 2" x 3" VResurfacing material 3/4" exterior plywood decking 0 .6 E CE co x N Hardi-plank Fascia 9.25" x .25". Applied with exterior adhesive and secured with post bolts. Wicking protection for soffit provided by%" extension. Pre-paint before adding flashing I %2" plywood soffit AZ Scale— 1" increment 10111111111111111111•11 111111111111111111111111111 10/6/19 Fountains at Summerfield - Deck Building Plans 3 Guard Rail Post — Simpson Tension Ties Posts—4x4 PT Simpson DDT2Z Attach toSDS lat1 5 eral joistscrews with x 6" Machine Boltw , DTT2Z supports Ib. HDG with nuts and tension load. Meets1800 IBC washers Code for multi-family deck c 'o guardr veils. cv E Refer to attached Simpson catalog- Deck Tension Ties Lateral Joist page 337 '4! Shy Afmn compliantlsoreerto GuardrailSipsoPostcode- Connection bulletin T-C-GRDRLPST17 Scale— 1" increment 10/6/19 Fountains at Summerfield - Deck Building Plans 4 . . - Typical Guardrail and Infill Section — 50" max. between posts . . ........ \ Simpson Strong Drive A Wide Screw SDWS 4", , I2 3/8"TL. Two per i Cap ecolz end,three in mid span i Rail —Trex 1 11 Railing 2 x 4 TKC c [1" x 5.5" ii; attached to Railing with exterior adhesive. if) Railing Support 17; •7t* ' 2 x 4 TKC o Attached to H 0 .if, N Railing and . 1- t '''-';', ;, 7 'qt.' 4It ''',6 *1 p Installation of .7r x t c' tk It 4 A 0,, fit$ ,-ov4 Posts with .7r 1 Ix'I It ;J'';' It M .4''''' rq */:`; .'0 '01 xr' ' t, balasters and rails adhesive and 1,, j‘ 4 per mfg installation I ,,,. : 6, .,,?- ,1- 1.ti ' Simpson , ,,. ti,', t instructions. , 1 f li A "'' 11" "I ............. _ Strong Drive Pa 4 , Wide Screw SDWS 4", '----1 Railing lnfill - 2 3/8"TL. Railing 2 x 4 TKC DecKorator aluminum . . V 2.75" space balaster 3/4" x 32". 0 Spacing 3.75" DecKorator Scale 1" increments 0 CodeCompliance Research Report 1111111111111 CCRR-0161 10/6/19 Fountains at Summerfield - Deck Building Plans 5 of 5