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Plans (22) 70 Building Plans for City of Tigard Building Permit Application Customer: The Fountains at Summerfield condominiums HOA NOV 4 2019 15685 SW 116th Ave., #105 CITY OF . !, Tigard, OR 97224 3UILONG , il1S1 1v Contact - Paul Brock, 85 212-91055,. •bro k987 _mit • f , U e c airy Coda Contractor: Jon Erickson, 503-730-3220-R... ' — L.".-..,,_ jon.eveniobsPgmail.coo CB 397 /� PV { .Ycit ;i�:: .,.?::.. 3ED .a -.,Y`,.�., OFFICE.COPY Scope of Work— Repair Decks &: S!cci MiMilrrit4r;i-FiesistingConcrete Frame CITY OF TIGARD • Replace perimeter joists with PT Reinforcing ing:tf c i a Prestressing Steel Tendons RE FOR CODE COMPLIANCE • Repair joist and soffit dry rot 1,11 Sinictura;WofrAng Approved: I • {.m► . •,..Sti� ;y4,Boling OTC: j • Replace 42" guardrail and infill to comply vCrt'lfr IBC multi-family code C Structural t/ .?yOnr`/ Permit : [.�` p i 9 OO Reinforce; f:,y psi m Concrete Address: k<t.jo — �'� ► I 1 Li <. 1 Suite##: insi.?alino 1 F .'^te Fill By: Date: Gel ?' "? Spray .3 p!ic .7,°s-Resistive Materials pii:np. Ptors and Caissons Application Submittal: • Six pages of introduction and plans • Attachments—six pages of manufac�ui� VALIDITY OF PERMIT p g iEtn J,Excavation and Filling THE ISSUANCE OFA PERMIT 0 Smoke-Control Systems BASED ON CONSTRUCTION 0 Other is?.`pei.a ons '•.? DOCUMENTS AND OTHER DATA SHALL NOT PREVENT THE CODE OFFICIAL RFROM REOFIERRORS.OSSC 105.4 N Fountains at Summerfield - Buildin Plans 1 11/4/19 g Typical Deck Construction and Size — 102 SF < > Brick Col. 114.5" 15 x 11.5 E---_ Imbedded 6x6 PT ' • 4.--- 4x4 PT Posts A T� < 2 x 8 PT blocking between joists attached with 1 1 - Three 16D 3-1/2"n HDG < >< >< ) Ref: 2014 Oregon Structural 43" 15" 56.5" Specialty Code-Table 2304.9.1-29 _. -__. - __ -_ .__ 2"x8" Joists 16" OC Blocking supports Simpson Rim joist attached to Tension Ties DTT2Z. Two lateral joists with [11DTT2Z brackets required for Three 16D 3-1/2"n HDG -----""> posts in this position. See Beam"' 6"x10" Simpson Wood Connection Ref: 2014 Oregon Connectors 2018-18 Deck Structural Specialty Ln r., Tension Ties-page 337 Code-Table pi 2304.9.1-29 ,-' House - Brick exterior El < 43" > Scale- 12"/increment V r.il..u,,.1.1 11/4/19 Fountains at Summerfield - Building Plans 2 Water Penetration Remediation — Cross Section Posts—4x4 PT / Flashing 2" x 3" ik Resurfacing material 3/4" exterior plywood decking 0 E i2 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 %2" plywood soffit 7 Scale— 1" increment 11/4/19 Fountains at Summerfield - Building Plans 3 Guard Rail Post — Simpson Tension Ties Posts—4x4 PT w" 4 Simpson DDT2Z zee ���,�� ': Attach D lateral joist with screws /z x 6" Machine Bolt " � F� t DTT2Z supports 1800 lb. HDG with nuts and � �� tension load. Meets IBC washers Code for multi-family deck 00 'o guardrails, x, E Refer to attached Simpson catalog - Deck Tension Ties Lateral Joist page 337 �S�\ Also refer to Simpson code- compliant Guardrail Post Connection bulletin T-C-GRDRLPST17 Scale— 1" increment 11/4/19 Fountains at Summerfield - Building Plans 4 Typical Guardrail and Infill Section — 50" max. between posts Simpson Strong Drive i ,. �� Wide Screw SDWS 4", I . 2 3/8"TL. Two per ..... ....../1 Railing4 ,�' etI end, three in mid span 1 I Cap Rail —Trex ai I I tt ;, } attached to � t' it,,,,,, ' Railing with ., yam I 2 x 4 to if, �t ',i. adhesive. ', 0 Ni 4# Pf m Railing Support :, _ v caw 4 q it4 ik, ,!,-,. F, ME Fw sr 7 xATKC . a t it It e o Attached to N, ... o4; ,� _� Installation of cri Railing and x F .o,; zr, `r Posts with �r ,� k balasters and rails ,ifper mf installation , Ill adhesive and ;, - g Simpson ' t" w instructions. ! Strong Drive f 7 .. ' -. Wide Screw 7 Railing 2 x 4 TKC Railing Infill - 2 3/8"TL. DecKorator aluminum _.. ace 2.75" s V _ p balaster%" x 32". Spacing 3.75" DecKorator Scale 1" increments 0 0. CodeCompliance Research Report Iii � „ iiiiiii CCRR-0161 11/4/19 Fountains at Summerfield - Building Plans 5 crei.4‘i( 1 +c ' , ‘ 1) C0k.V.V.v4.1, (N6 Pr 40 vtAli.—e_E-4 ....- , -Sovi15.01\ (Z,Vcfri-, i ....1.274"1 pf-AicA. . 1 / / 7"-; 0..... 1 1,11411( / I/ i / 44 4. Ab nf e-v-t -toe 4 e70,v4fr ,w, (t.144, At eiv. ` IV- ik It e...k r c> A i-or,,-- ------ At #1/ , ck C 9 • 2i ...)- -- t,, v1,-, v151 dela Pkt., .000"7— . . t 111111P L,.... ' ,..". ., D‹,•11-,,, \ L-' 1 A.f...,A.. V'',:.'-\ ...:\ s.---r,..---16,,,,,4,. ..) NTs ..# :. r, •. - 'It....... t III ' 4,(...ON 1 ,„.? /4--CLA S.. Mitn.12,4144„,I.,0 DATE ENGINEERS 1::12• 11,t 50..t f‘k-?..4N•c-, e ,..,..",r-,2 fc-').c kA REV DATE El STRUCTURAL I CIVIL JOB NO Aq712,7,'S (503) 968-9994 p (503) 968-8444 f SHEET ir----t OF "1// • Qti X UJ "cl,,, tc ' t , x --1-12:-H ....J ‘(1/4:, .7., In.3 t v.b� lam` ►, AMtit 2a ( ,(! 41 k,.D) G'' "`'`c' lti4 6 "i 1; -AA -+ /J 44 r u ter (N) v+k Iv,. • 6 • t /A. ..,.e.,1,,„. • ,,. , •• .., • i .,. ... .E.C.)"."*.' ..S.,e-e-krt,1\4 e_ IQ, ., .__ _, V 4.„ , „ "k -sys,„ ft I- S. 1' BY DATE ,CH L$ HAYDEN A4-A7• S e_ S-..",r+...cI �-c, REV DATE 1.1 ENGINEERS STRUCTURAL ( CIVIL JOB NO 1C-22 ..__ (503) 968-9994 p (503) 968-8444 f _ _ __-- SHEET S'F'2 OF Cl,._.