Loading...
Plans (9) OVER JOINTS OR BREAKS IN VAPOR BARRIER, Vy CHAPTER II 'ADDITIONAL MEASURES' RECEIVED L- ERIOR WALL HOLES, PENETRATIONS AND VOIDS BETWEEN WALL ENVELOPE ENHANSEMENT MEASURE 2- HIGH EFFECIENCY ENVELOPE DOOR AND WINDOW FRAMES WITH EXPANDING FOAM INSULATION, WALLS-R21 WALLS NEWLY INSULATED,. R-15 FLAT CEILING- R49 JUL 1 2015 =_S,, ,,,,,,,,, ,, , , R-21 VAULTED CEILING- R38 I Eyd _L5.,�,,,,, ,,,,,,,,,, R-21 UNDERFLOOR- R-38 iCONSERVATION111 NEc ON DUCTED SYSTEM W/ FURAC e— _ANG WINDOWS- U.30 s BUILDING INSULATION, UNFACED BATT OR ROLL TYPE. DOORS- U,2 OF MINIMUIM AFUE OF 90% N BETWEEN JOISTS WITH 1' CLEAR AIR FLOW SPACE FOR 15% PERMANENTLY INSTALLED ! r • BETWEEN INSULATION AND ROOF SHEATHING, APPLY 6 MIL �`-r'7 5�c' ?t �/ --- 4� TIGHT TO UNDER SIDE OF JOISTS, LIGHTING FIXTURES TO BE -' Z _ES AT EACH EAVE BLOCKING FOR UNOBSTRUCTED AIR FLOW HIGH EFFICIENCY - / �`�`l� SGJGv[�l�,Ysl�� i to CAVITY AREAS, LAMPS _ING,..,,,,, R-38 a,¢ vier.1,2; l`� .;)'€ \Z ION ,,o , . / O/i + 8 \ \RATE PIPES, DUCTS, AND ❑THER PENETRATIONS FRAM FRAMING �Qz a WITH NEOPRENE SPACERS OR FOAM SELANT WHERE APPROPRIATE, y� / ` 4' M E FROM UPPER LEVEL THROUGH MAIN LEVEL \ �J\� \ ee� ]E: ZS AT BEDROOMS AND BATHRMS C f- �, X2KNESS UN FACED FIBER GLASS BUILDING INSULATION TIGHTLY FIT / Ul >, SNUG TO ALL PLATES, BLOCKING, ETC, 5 1/2" BATTS IN 3 1/2" WALLS ���� � NII> \ \��'� , N. ON AT ALL BATHROOMS, BEDRMS, UTILITY, AND AS NOTED ON DWGS „s,,,,.5 � - I a 1 \ I 2 Q ' INDOWS, SKYLIGHTS / t +3' �^ �:� v / O \+G' -- - Q BE WOOD 4-PANEL OR WOOD RAIL AND STILE DOORS, ,;T/44/ ,./ ' �� ` - - ; DOORS TO BE 1 3 4 THICKNESS, TEMPERED INSULATED � ;' f`�'\ O t it , el 0 0 IZES NOTED ON DRAWINGS, INTERIOR DOORS- FIR DR HEMLOCK '' !!\ i 1 \ S4 `, ,-/' \ T D �` ���` �/, \ , / \ e BE MADE FROM 1 1/8' THICKNESS DOUBLE RABBET, FOR PROPOSED /�\. I � / �� ��-�®. , _____ AND 1 5/16' THICKNESS SINGLE RABBET _ / %,i, r FQR EXTERIORZ Q //16' MARGINS AT HEAD AND JAMBS, 3/8' CLEARANCE OVER / /S, rrPEMC T /O HRESHDLDS DYER DAK SILL A cXTcRIOR DOOR : \ / WEATHER TIGHT SEAL, \ / / / (21 CTERiDR, STAIN INTERIOR ni co j / /_ / / IL C1CP - 1 1/2 PAIR 3 1/2' BUTTS LAWRENCE 2514 HINGES, SCHLAGE 'A" O s,+� � ��� S, AND DEADBOLTS, PEMKO 411A DOOR BOTTOMS TO 3/4'X3 1/4' OAK s •\ "/off -s, , / \ 0 '�# / l'i Iii - 1 1/2 PAIR 3 1/2' BUTTS 2514 LAWRENCE HINGES, f� \ -t ------______ ti� +1 ' .AWRENCE 580 BOX TRACK 1 1/4' WIDE W/ 4 WHEEL TROLLY HANGERS / i. / 1VED EQUAL, ` \ +� /' / DATE JUNE I8, 2015 REv18E : • / /O SITE PLAN REVISED: \ "ULE = .30 OR LESS, C-65 EXISTING RESIDENC- I"=16" ` ', MILGARD DR EQUAL SLIM LINE PROFILE, STANDARD COLOR 11490 SW SPRINGWOOP DR\ LOT SIZE -------------=—_—_- --- ` !, _-- - R VERTICAL SLIDER, / S112 SF CASEMENT OR FIXED INSULATED LOW E GLASS UNITS PERCENT LOT COVERAGE 351, _ Q"���"��t lr�j���"" ,�=— R2 6 5885 \ ' +i e =\\\\�. i � E W/ SCREENS, CRESENT STYLE LOCKS, & FACTORY COLORED EXTERIOR TAX ID IS1345D0-011 , / W/ 4" TAPE SEAL W/ LAPPED JOINTS, S S SCREWS, INSUL FOAM AIR LEAKS ZONING R 43 \ EXISTING RESIDENCE 1650 SF �. �/ PROPOSED ADDITION 110 SF _ L \ ;/ TOTAL LIVING SPACE 2420 SF \\,/./ GARAGE GARAGE 444 5F OUT BUILDING 150 SF ERIDD IF i .a , CITY CFE: = ,s,t BUILDING C;r3;';413;ONr 10;# TIzAASSES s. o r' ` <<(0) r Structural DRAWINGS / 4T SMITH ADDITIONS / REMODEL —- n/ / 11490 SW Springwood Dr. Tigard, Oregon o RICK CARLSON - ARCHITECT c N .4- =-- -- - -=-=1-1 vl II F DESIGN LOADS: II k^ Roof Load = 42 psf (25 psf SL) 0 I�. Floor Load = 52 psf (40 psf LL) vl I " I Max Soil Bearing Pressure = 1500 psf Wind: 95 mph Exp.B I1 G« -rss Seismic Design Category D1 I Cly) —Ste` Pi,. 4-T =7 '-S" PL,WC x Job No. 6338 EXISTING ROOF FRAMING PLAN : t` �W EER r TIM COVERT P.E. STRUCTURAL ENGIN_____ �° ',i7.," 1750 SW Skyline Blvd #221 ' t.' `A2 Portland, Oregon 97221 Phone:(503) 228-0426 Tim Covert P.E. FoN Structural Engineer `��C ��,� 1750 SW Skyline Blvd #221 lik' Portland, Oregon 9722144 CO ?.-r.. 6.,cs v°s-r-s, TR- •t11 S 6x$ 1 KR =. 2xs X2¢``4(� °1 '� Cit=_L 2) _ . p ! ,7.... x v 4' e. . I P OVA. . ' ' . . .---r'-' - • " " 0 ' - 1# 11 14 • 1 14 IA . • 1 C6)10.-it ( ) .-52 coo. o � � z. tcse� Cts sM R e , ›. 0[ ° D -1 -- 4 0 --• �. 17--uss_ 5`1S X t."3 2 1.8 7:1-X. I O i 4 4-X t o,� 4X'�p ` --- Gt 9�L- i/, ` / — �IS.5? (6� (3) . (4) E�4: oxo '(,yf: �\ 1\-, Pis ez E {4 I tiN .0 " l'tEw T' �: k I -�-x4l . • y tZ{v4e ., Ac� i0. �' II. u� allT-rP. --- (�(. NW A _1 . 4 PROPOSED -ROOF FRAMING. PLAN: (SOUTH) Ye = `p<< • H = 4x6 DF-L No.2 4x_ = DF-L No.2 Typical. t GLB = (24F-V4) 6x_ = DF-L No.1 Typical .. 0•A QPit R = 2x12 DF-L No.2 at 24" o/c. XR = 2x8 DF-L No.2 at 24" o/c. 98 ..... . 022,N4/ Tim Covert P.E. 1416 Structural Engineer C� 2 SW Skyline Blvd #221 S 1750 y - Portland, Oregon 97221 ""`` 4 : 411 -: , II H Y y r '1 i'ts (1 SDk) Y- ` �, et 1 1 k SMITH REMODEL (Tigard, OR): ROOF NOTES 4-xto +M MO p i N TL-1 I] 1. Connect each rafter to each support with (1) Simpson "H2.5A" 4/ hurricane tie, typical ... OR as detailed otherwise. --- \ 2. Roof Sheathing: 1/2" plywood (32/16) plywood or APA sheathing. ' IL C See Sheathing Schedule. `-' -- —- ---� 3. Typical Header : H = 4x6 DF-L No.2. 41-x19.!• �} 4. Provide INSULATION and VENTILATION per Code. s yti‘ 1"�"" ' / • w k / (8) 5. Bearing Walls: 2x6 DF-L No.2 studs at 16" o/c. A 0 1 /, r t 6. Vaulted Rafters: 2x12 DF-L No.2 at 24" o/c __:. ?......it-t 7. Over-Framing Rafters: 2x6 DF-L No.2 at 24" o/c -- /Le j 8. For connections not called out otherwise, comply with 2011 ORSC. -7 • especially Table R602.3(1). "2-1 y- i * / (&) 14 X ffi (-{ 41) HA 64 d ------ srMPsbk1 Li L5-0‘1 Tim Covert P.E. v oxBooi J -- ,I� ,� Structural Engineer °`Y22 1� 1750 SW Skyline Blvd #221 ,_ • / , ___ ® ROOF FRAMING PLANS3 Portland, Oregon 97221 SIDE) .� a 3((6rr= ( . p', 0W p, OW • A 00 - 1ef1g1 Z.=.0" _2, - T _ 12- • .Oft .4. 0 IP)`Stc Com. ( Y3 - r , . idle* . _ : . Ank _AiiiiiiiiiiAlit. . .4015400011 . .. -77%401. . . (±) 4- I' VAPref2-5 17- 1110" r'N . . , i \6 tS SSSS Si'�dl'G, • r" i 1 4 � , 3Agxtn Z i.f ilI" 34-. -a _ - t° ° . -- fV'S, cX cSzroJ 4 / ` " Trews-Esc 240tcG <c cr OVER-FRAMING NOTES: 1. New Rafters: 2x6 DF-L.No.2 over each truss (24" o/c) as shown. - Max span = 10'-8" OVER-FRAMING NOTES: 2. New Sheathing: 1/2" plywood (32/16) minimum. 1. New Rafters: 2x6 DF-L No.2 over each truss (24" o/c) as shown. 3. Install new 2x4 "posts" over existing panel points only. Provide 2x6 blocking btwn rafters over each post. Typical. 2. New Sheathing: 1/2" plywood (32/16) minimum. 4. Connect 2x6 rafters to 2x4 post with Simpson "TP37" each side. 3. -Remove existing roofing, leaving existing plywood only. Orient w/ 7" dimension vertically. Nail w/ (2) 8d nails into each rafter; (4) 8d nails into each post,-typical. 5. Connect rafters together at ridge w/Simpson "TP35" each side, Nal,w/ (4) 8d nails into each rafter, typical. (5" vertical0) TRUSS S CV R -FRAME SECTION . 6. Remove existing roofing, leaving existing plywood only. 4u CT pR ����p PROFFffj TRUSS OVER-FRAME SECTION . (}INES /9381 `ORE �2 Y 22.1911 S4 lig co_o RENEWS 12-31- 8.015 • i SMITH RESIDENCE ADDITION: MAIN FLOOR NOTES ' / TYf r .,. _.,. . . _ ., ,., . .- ,4- 1. FJA = 2X10 DF-L No.2 at 16" o/c. Lmax = 13'-0" r� Q . Simpson "LUS210" and "LB210" h.d. galy. F I' �7.. --19 n -0 .> - • ci FJB = 2X8 DF-L No.2 at 16" o/c. Lmax = 10'-2" L 1L ---*--" . 0 Simpson LUS28gand "LB28" h.d. galy. / TIP- . -Pi _74X$ co l'iP- • FJC = 2X6 DF-L No.2 at 16" o/c. Lmax = 7'-8" Simpson "LUS26" and "LB26" h.d. galy. , 2. Subfloors 3/4" plywood (48/24) or APA rated sheathing. - See Sheathing Schedule. ti 3. Bearing Walls: Reinforce 6" concrete stem walls. - .��'�""(tJC� . FJC 4. Provide 2x solid blocking under all partitions. (Simpson "LUS26") j40U.SE' . - '�g 5. For connections not called out otherwise, comply with I.R.C. - ' ' do . Chapter 6, especially Table R602.3(1). �1.ecru PROF . . _ ', 01 TY f. .: 0 (9381 Note: Floor Joists ).MAY be 2x12 at 24" o/c DF-L No.2 °f;0°" Simpson "LUS210" and "LB212" hangers. -ety 21. , REHM 12-31-.2A� I ,- - el:—- - - . -4P-- _ . . ` FLOOR FRAMING PLAN :\(ADDITION 1 ct_ Tim Covert P.E. Yb 6 t Dn Structural Engineer Note: Floor Joists MAY be 2x12 at 24" o/c (DF-L No.2) 1750 SW Skyline Blvd #221 • Simpson "LUS210" and "LB212" hangers. S 5 Portland, Oregon 97221 ,. µ - SIMPs(311 . -TV- . 0 _ ...._ ____ _• •••i 4 i F4 ( i•Concrete 3000psi at 28 days* If < Materials: � I I Slump (ftg) 3" to 5" / O. J I-i o i� Portland Cement C-150 / XL jL '> 5-1/2 sacks per cubic yard '� 6 fix. �- Aggregates per C-33 /f h. FSO 3/4" maximum aggregate size • / / _ ` Tr()... -t . ¢x . I Water per C-94 � ;;. ._______ � _ - j. .._ r. Concrete Temperature 50-90 F / / / / / > / / t /. .,,,,,stit / 7 7 I ! 1 / 1 / 7�� `AL 2- I Air Entrained 5-7% Fe eT ZX I 1 - Note: The concrete supplier shall assume full responsibility for the mix design and I the overall performance of the concrete. 7 F-z'cG Rebar ASTM A615 Grade 40 / Corner Bars Provide#4 x 24"1-271" corner bars at all continuous bars at all • G PLAN (ADDITION): . . i 0 corners and intersections. E I SPECIAL JOISTS under POST LOADS 3l(6I f _ I O a * Note: Foundation design was performed using fc = 2500 psi. • No "special inspection" is required. Note: Floor Joists MAY be 2x12 at 24" o/c (DF-L No.2) Simpson "LUS210" and "LB212" hangers. , 41.11Nott, Tim Covert P.E. ,��suo '' Structural Engineer lr22,449. 1750 SW Skyline Blvd #221 ,® y COVS Portland, Oregon 97221 . n. , NATE / J o.ts-r p -rAs c pt-r, J o.ts-r- p -zyA c ,Y sTUDs e 10 (14(4 . 2x6 slugs e 10 4(4 . N"r(':2. ?L'l oop - PLYwooa s slew^') k {r,-d Com e (As sews) • ►od M e ( u . . 7-- (10 G . .(�� 0 • 11`(�;t((tel.) p:T: sx0 .st G [:A 3/� (M(fA,) p:T: Zx8 SI GG PIAT P Iwo oo. 5.. ,I A.. g PI-V As o o D. )( f l A. e o LTS >e '9 (fit Pfd -'o $ ") • 77 (K t PPS �`� 8 � �� 2-- r_____ (i 2__ - ( 4 o(c,. .......z..... ......_,,.....=.... ,. .4 • „—w.rc,i - — ! - G _ # Co NT: - �:i r ( . -.IM-- co 0T: (2 . �"' • r of JA1 L o WALL _...�_ _ .� r . P ,TA ( ►cg.. ,� psi _ ((AcR_. PPM • 1 VENyrs) )C i4 - i / \-5. It 1 l StM Sad "t-B2 S 11µ,P, 6V, 11%eco _ - a _ • o ,� _______,...7--6----- - 7. . let _________7_47-----"C . • DPS Note: Floor Joists MAY be 2x12 at 24" o/c (DF-L No.2) q ;_ t Simpson "LUS210" and "LB212" hangers. Tim Covert P.E. e$ GO!`'� • r -'7 - • �; 422,A%� V Structural Engineer << SW Skyline Blvd #221 I ®41 ` �o 1750 y C I coC�64,,,,,, „--, ,. . .. _ S7 Portland, Oregon 97221 0.,,,u, pacrE / J 0 ts-r De---rAc d J o15-1-- 6g,k-ere EA- 1 Z (L- : _ 44/ — ' poo it.) ( ,s2G sTups l As +fisq,Ji-N) a . - - 1/ e0 6(4. . " o(c... Sx& gruP 6 1((2.itc.`l sP. Ligtof)D . ef.,, • (6.61 . Iwt *tom e , • • • 7 roA K Of(ef-tt ‘' If°(c-* PT...24(0 C1GG Pl-A-re -lit (Pi(Ni) W( 5. (e.1/4) • (gt ppED --ro •8 ) • .1„,..,;_. • -..t_ . _ _ , M pL‘e 0 0 010 r-:--=,----_____—__:_-=_--- gs1111ww---"I . 2 • 0.-- 8 - - 2 e P.T. 2x6 sill plate , 1„..I. 4 * . • . ' w/5/8" dla anchor bolts #"/• - ________-;----;-• , e 48" o/c. (2) #.4- Co KIT: - /' • • •-TotO co . t,JAt.c — — - . • _.,- k----103-r-.5) )( • . 1 I SiMpsoi0 "c-i_ig_ce • . L. - I _ H.D. 6-^1„,v20.11%eo . - ,. -, • "PP FA^Ige • - . .k.ii . FfiW4Cre---( :"1--1 l'• ,- ' • • • % — . , .. • • ' • _ 1 • .. I& " 0. •Ie (cillir 44.177*.t.100, ' ..; * * • . , . k . _ ....\ . ----.--47----:(5" .. . • . , • , 2- \ 7„, • ikif , it.....„ 93F • COW-P-Ore . ...---• , MW , . y - • s -- Tim Covert P - 4, 1. P.E. geAtl ` --4)-22 Structural Engineer '' 1)a. ' 1750 SW Skyline Blvd #221 ..r COVe' Portland, Oregon 97221 Co" S 8 .rm-r-----i (wk, . , _ 1 6 J0151-/ 6g.pcoe st :A__N be-c-p<a., : 1 0 iziptCAL (5.--TE ti WAUC, r-ocry 1.34 : , - - ri2s' pt_,-((,)oo Co (AS sit-0w i-N) • 2x& STUD.s 0_, ( . ao(c- --T—It-- (�d ��,,1 /_� $ .��o`G P.T. 2x8 (2x6) plate w/ l� 5/8" dia x 12" Anchor Bolts at 48" (max) o/c with plate I" >c 2`� `t tr . washers (PL Ye' x 3" sq). 3/+u p�.�W000 •f •-- (2� GnaT .:�.. m — tie AA-Si 'per CO,Afi. P.T. 2x6 sial plate V-.1111 / - _ v _ • w/5/8" dia anchor bolts - . e, 48" o/c. f N _ �1.• -.---A_ 0 ugoU k �_. • 4- I— VOL-Ts 0 45"i4ax. o/4 IX gF 1( �1 r Z..6- i� OCG --) r • [ - ( ) - 4 e n �Cs- . , -31{ clear) bo • ,� I e,.• . / / / / / // �A I„3t, 6„ .4c 'U Ilv ` otP P CPG' • eAtpr Tim Covert P.E. 9� ; Structural Engineer A11 reie 2,v�� 1750 SW Skyline Blvd #221 6® S Portland, Oregon 97221 ���� . . 0 - - �GTto @- �CtSTtr.1bout C-� OA Tce : . oo t I`- ! 'EG' E -- ---.:.�' — ►/2.'s j ,-tW o oY>, WEx cs'i"c aoo'l•! 4 : (coYrAoLkS) • • .• • • . I . 8A e �o ccofc (T1?-) I 1 p.r2x6 Pt TiE w( � l Ufa 4, A _�c�l.Ts_ . r T • ___— . .4, . , . _ S . . � c ) co, -7-: SSG • FT . . -PI of- w/cu-, co. srtPsnu . .. N . t , - extsTlr.4 - , co 1.1G(LeTE " "arm ca FauSPi (flo? - ...._ .....__. - 41 i 1 NI • / l / / / / ice / c l / / / / / / Z • }// / / / / / / / l 1 / - _ . 0 POt -P 6" . 41 --'--c.L.•-____, Tim Covert P.E. low ulk�; Structural Engineer `s;1`�2,�°'-< 1750 SW Skyline Blvd #221 ®�j�®, s 1 0 Portland, Oregon 97221 CFM) _ sec-it lJ excs-rri l -Fov�OA t bc. 0 NI O t. -1 SuPP0(1-r- 6 ETA( C., .ex.ig-ii q soul-- WALL EK cs-rN • A4614 >> . 1-4FrI 104 e. a ti etc., .. ! 3/4.4 p�,.w000 . I ¢a Pq coo p ) 7 r I ( r--I ( , . . Si e -t ll . 51M CIA '` [AS 210 =i= ng w/ GOP CIZere 16d corn nails at 12" o/c -Pvv)s'9q"Tcot eKIS'j'Ir.k4 - staggered. co 0cRe-re _ CRt(,D • ectv ov Am 0 , VEP-1 Fy) - . . • _ \ _ .c / `% / / / / / l ` l l l ll / l 1 1 1 __ . - - „-4,t PROACI,A, .i 1 Tim Covert P.E. ----f"j--- C m(n1) v . Structural Engineer ✓G<�`2� �yF ' 11750 SW Skyline Blvd #221 Portland, Oregon 97221 1®1/1CpV S J O(_ FG . -rSv?Potz-T 6E z'Ac c., e,.. x ig-r +�l q 4 J O 1 SuPPntz-`T' 6E,--( A“, 6x ig-ri q___ 1 M souyt-k WAL- . % 5ouTt•-(- • WAt_ L EIC(STt .Ler A-1)0`til. EKS1't.tGt ADO���1 17 ��TJ2xg r 7 3/4.4 P�`tWo0O . CsoWo ato4' 73/4..4 P�,��oO0 . ...... i 4, . , 4, , . - . 5 0� " LAtS2� 11 ' � 3 51M?Sovk " W4( ou - y � � 1 Mks - �xcSTr�� X S�-� ToP-Ft,. E • 'RV►39A-rtg() • vv�c cccto _ , P.T. 2x6 "post" under the • ( � ( � - _ "heavy" 4x10 Special Joist. �f�( , - , UaA FY) Cut for tight fit top and bottom. _ _ (2) 3/4" dia. Simpson "W__edcLe- c •t Ls All" expansion bolts (embed 3-1/2'.' min) Provide 6" end distance, top & bottom. . ' , e ' O "/ 7 / /• 7 / / l l l ll / / 7 7 / 7 7 / - , 'c'.- - 70,1)PROP,J1 4. 1 r ,,,,,,4 , (00.gm""fttt,„\ ' • L �� <�c , R1o01` t (j P(6613 Tim Covert P.E. CO i Structural.Engineer 1750 SW Skyline 81=vd#221 LarlRelS12 Portland, Oregon 97221 lS PPnt2T 6e c Aft.- @ 'EX i�ttq JOIST SvPPoc2T 6ETA(L exp a 1q , , _ Fig JO T Su sou-n4 )Ac . . ; Sou-n4 WALL oas-rod67 PrintiA EX«STc 6T A-Do`1,1 ,0 A9p 2x2) ALMA.) 2X $ (Sow()) �1,04' 314.4 Pt_�c,0000 . CS'ouk) ato6K4- 3��N P�.��000 . 7& i+Amqa--zs e, t+Akiqoas,)---,--„_____Z---- mu y. „ - f , s i - x�T x�3 x10 (seep �) • 4x S (see. Pv� s • .. .- -4 I ., \ ...... -, i\ ,.._ ` t c I[ IVSCIA -)ccs--f-i)..) . . XtS-c'to� co k‘ccaere. . T0P-Fi_A) 'E • (r-Itai) . • . (F-IeW • Vat py) • - • Vel py) • .. , 7 / / /• / / l l l / l / / / / l / / 7 / / "7 7 / 7. 7 /- / ` / / l 7 / / / l / / / / / l ►�- • ___4* (i /Tie_ Area) 4 � (its P(6 Tim Covert P.E. On ��, ` Structural Engineer �� 1750 SW Skyline Blvd #221 00V ...- Portland, Oregon 97221 S.._ I 3 . , , . ., . . • _ _ �TYP-( ICM- 0SIM - REMODEL - SHEATHING SCHEDULE: SMITH ADDITION / � =- - '� G . • Roof Sheathing: 1/2" plywood (32/16) or APA rated sheathingII (Oriented strand board (OSB) or plywood okay) 1/2" plywood one side With 8d com nails at 6" o/c all panel edges installed continuous• And 8d com nails at 12" o/c field. • .�� above and below all . 0 I (Edges may be unblocked for shear) (240/180) D openings, typical. 1"--te Floor Sheathing: 3/4" plywood (48/24) or APA rated sheathing - - - -- - - - _ - - - - - -1 . With 10d corn nails at 6" o/c all panel edges • - ©© And 10d corn nails at 10 o/c field. I (Edges may be unblocked for shear) (285/215) ___T_ . • ' • . Y . • 49-1* _ Exterior Walls: 1/2" plywood (32/16) or APA rated sheathing * _ ---- _ NMI • e panel edges Q TY P_ (Typical) With 8d corn nails at 6" o/c all gV And 8d com nails at 12" o/c field. • = -CYe- All edges must be blocked. (260/365) �-----,____ 1/2" plywood one side - / installed continuously... above and below all I Anchor Bolts: P.T. 2x6 (min) sill plates with 5/8"dia x 12"Anchor Bolts at 48" o/c. • openings, typical. I CO , (Typical) Provide plate washers between nut and sill plate: PL 1/4" x 3" square. 71P Interior Braced Wall Lines: 2x4 (2x6 okay) sill plate w/ 16d corn nails at 8" o/c • Nail plate to subfloor. I 11 Hurricane Ties: Connect each truss and rafter to each support • With (1) Simpson "H2.5A" hurricane tie. 1 .... , . '4 * .., -* 41) "continuously" above and below all openings. Q-71 - • G . .P * Instally P PROPOSED BRACE-WALL PLAN : INNA Tim Covert P.E. oGO ' 9 Structural Engineer On Nq • 1750 SW Skyline Blvd #221 ����® �� S Portland, Oregon 97221 EXAMS: - i1 coop D0r'pccL ( Olt) T4-(De) _ 5 RQc P 1)E-? AU VSGC3 guPc 8d corn nails at 6" o/c. ( S 11 ..f Cont. "beveled" 2x10 sill plate (i't tLX) (2) 16d corn nails into each truss, Toe-nail each new rafter to cont (�- 12., plate w/ (3) 8d toe nails, typical. `J&�� —� �' , ,noo /z/ q ............„.„, , ei,,, 4Rk..;(u)- „, 00i) - „. • , . PL. Li 0064- F---- • , , OL,L •• (j�uO�G • I a .,`�= + ,. . 2X` Lt,6(G. 2 �n° .. ,.........„ ,0 ... k6 - . ,,,,.. R\-- , /2 pi...L.. \il, r- . • cf fripsokl 2.F er S(MPSo>s `` TP37 \ BOTt� stV E5 Simpson "LSTA12” vertical steel x £x(51-1).1 strap (thru slot) new rafter-to-existing N -musses truss top chord (as shown). —.4 OCc- 1. Connect 2x6 rafters to 2x4 post with Simpson "TP37" both sides. Orient w/ 7" dimension vertically. Nail w/ (4) 8d nails into rafter; (4) 8d nails into each post, typical. 2. Connect rafters together at ridge w/ Simpson "TP35" each side. �''" ' ` Nail w/ (4) 8d nails into each rafter, typical. (5" vertical) 0111 - • 4 1 ►' /. 3. Remove existing roofing, leaving existing plywood only. Tim Covert P.E. OREGON Structural Engineer ✓`y22.V� 1750 SW Skyline Blvd #221 .�� ��41COVeCPortland, Oregon 97221 S 1 5 ,_3! }r'=,pct. , Z 1 pocsT— rt --TF s-tSS £ ETA t 1.-: D ie0 vx L)A LL ' £gTACL = x Cs TtotA Nail new rafters l u (2x6 & 2x12) (,�, �2 �I-� � into each 2x6 stud �i. o �Z w/ (3) 16d cornnails, -1 ,- —14- ---'1 typical. 0 2k6 a e..) Q. .--, Niii s), com a x 8A GoM- 'z-oG � �� </ep1Y`,s°4)44 513Pc l Ls 6-AC q-s itc, , • •\ -031,0'—fit q• P I y I LI 1 IIi you Zx c- 4 I -r4 -'Z �2 5'[v OS 24�G II t �� � 2� k II I i "r � ; ...._ ....., .._ _. ,Z , I I ' Cont. 2x6 plate , L —� Shim right side for 1 I f 1 I l I existing roof contact. • I I �, 16dcomat16 o/c 'MUSSES - - ; ,4 into solid blocking; • C Z4.".(, - - : 16d com nails at 8" o/c into existing roof. • .5 ��4 / g " C GP '4(c. 1 ' -r--e49(GA(/ csy rr�J -tie s '�i Simpson LSTA21 vertical steel Q 1. v Z4 0(� ��� • strap (thru slotted hole) new 2x4 post • 1 A to truss webbing (as shown). (4) 8d 4 `�E 4 !o posit' ' _ nails into each member, top & bottom. 9 M• �, OREGO Tim Covert P.E. J® �.�, Structural Engineer �'lCOVe go-kDkJe0 1750 SW Skyline Blvd #221 - I,JPcw S 16 Portland, Oregon 97221 : • SOUTH-- W A�l,(. f`cQC. SETS (-- ., ,, p ge._&-rtcoA p_ K.,--ccocE_KI 0(e:Pcm -. CSEc-n n y2« p,*ooD_ 1.2 7--- 11 PLl �.. 1 + A \‘. C w v -7- (4-0 c,Es. ( NV I gA GoM. ��t�s i. .._... ..v-ri 1 ';.1 co k . 0 V \___.> 0 Over-framing rafters: • 2x1.2 rafters 2x4 DF-L No.2 at 24" o/c (�� �` • • Max span - 4 ft. 2x6 studs at 16" o/c Provide 2x4 "post" (infill wall) (Ht varies) 0ea `� supports over trusses �i2 . only (stagger posts on 2x4 flat "braces" at 48" o/c `2�a 2k every other truss; every ( r34/2 (2) 16d corn nails each end, o(c (L 2g. other rafter. > Alr,�j , 4,i1/2 ( 4-( 0 � 5-1GLB le a u 2 l srMisa� H2.5"A 6 « —rife cam-- ,--2 sot @ o(c ,.. t.... r ,C 7,/,, V?) ptYw000 �� SO S--0 QSe As SNOW `l. Existing trussesat 24 o/c. - c( 0( Ar i i Z--' -._ 4.; crie, 01. X At Simpson "LU210" 93P 1 • w/ 16d nails. 2 ccc Tim Covert P.E. °'�ly2t�g Structural Engineer �® 1750 SW Skyline Blvd #221 ® e Portland, Oregon 97221 v 0..--)k-ficWALL: 0 8 c.-�. exp c,Jott-t.z.. re C Tt b Li : , - • Soc-goL\ ksak\ S(NtPso& r`L30 _, ` • } coil- 0A-ft-.r `tP Z� of _ g S c Nth s� � C'� V =���� � � r� . e & 110(e, 1tI ' p (AS o o D ) i Pr 14 ...1-...--:::::--) --.... 2�� oc �% "Vs x l 01/2 . .K° , 'P /f / / / ..., ! ...--------' --------a5---- (9 _T. ZX¢ STV 0 S � , •,,--- (f7.4pLyc,Joo0 / ' -- V . + 2)417— SOL' I D • $ VKS t_ f23`Cont. 2x6plate w/ rLaX 0 C.-.�'" t (L/ IE�T � 16d corn at 8" o/c i2 frY . into solid blocking. t s) REMA�iS, 16d corn at 12" o/c into existing roof. V2," PL>t(A100 t ----+ T�usS�.s' 8A 6 k alG 2 6 OS Z¢ � ' -f 8cQ6 �a�G 0/"-- e. up "ofa. ...-„<, -)< . . _, ex‘s-z-oA <0.:11.4.07.:740, ....., , . . ilk 4,... . ¶gIU D S ,t.:IV PR°P.. .". - '4".4;',. 6 1 It °A ,.4 , iv_ • Tim Covert P.E. ' i ' , 3 Structural Engineer Z�4� �1, c 11750 SW Skyline Blvd #221 1:1 24-P2, ® I , Portland, Oregon 97221 S 1 8 OO F LED G Qoz'ort.L : 0 T '(cAL. LE WA WALL- De- -A(t._. fill Ix GA R �S, I/2 PI... wooD co t-N-ry Ni U-13(1k-5 V2'll i 1W. ) i e 6 `(oCG OW) pt,1/4 fl,,snno t 45 SH-°L&1J --1 _______„_________, , v , A Cot-t. V ' 1 , OP•liGSAiA 7 c 6 (J. ( c- • 112" c D_ `tTZES tsS (2) 16d corn nails M" P�YWob� into each "Gable" • 2 Iti 44> truss stud (verify -R P( L• 24" o/c max). v ZX 12- TZ-APz 1 LEO4ea. A ' , BA GoM C� • / "OfG- . /I/ , - -. . � _°►:��. �, 2x6 .5z'V9S@ Z( x4 ( xc ti :931 ` ' J r 6X-t5--n LIC' 1 I !o of "- -2 Tim Covert P.E. 4 \Jae'pr0K. PiZok)OE- OREGON A Structural Engineer ..). -4)122 --L • 1750 SW Skyline Blvd #221 'MCOVe `{ Portland, Oregon 97221 , I 9 . (Pi) DaEP TR uss "EAV E. SEC---n 0 NI ; L- IDoF . SeGT( (3).1: ((V�'CE'R (2, s� ( PcLsLS) J 12 12S,tGoalc6, 0( 7 7 Yel'IV--)°°° -- ,,_,.. 0 _ IP: --____, ,,„ a I -----_________. 0 �'r' IA4111 asses 9 x ,-' F- 1 24'`°(G " pAG* , a(c_ 1 , A . e , ..._ ... ,,, .. ' 6<Ck . s(M Ps0 - _ I/2 ?L` °°D. - - 'r L3 O" ' TY P- e serriko(e. . -� S -CYP� TY t 'iii 'Z 6M,0) - 0 r scups & t ( 4.(c..C we 44 excs-rv.s vz.q p ,'(1.3000 6 -usseS. V �,„ Q 2x6 S(vOS 2 t,o(,. . vtoccess,I, . N �y Crus-� A�.tG (&)/ "Tia LASSES) Tim Covert P.E. ...... .E. _ �F—L 2 Structural Engineer , r Ei��,�� S20 ,so,' r -R- 1750 SW Skyline Blvd #221 q �� Portland, Oregon 97221 - CON P' ____. _ ToP MATE 0 T'Pc- L Q(,0Gr-'4 P#ovtiEL- GI [- VA o KA V(E'ki % 6t,.0G o 14 Plk�.1 C,.S ifs" PLYwooD _ v. (/ pLYwoo6 k ti § le \ . 2x+ 131,0c-- -c ki c • P' \ \ 1 s-cups (-zEliSt1 0/,) ....._ 1..__,,,, _. _ __ _ ________ la „ie.:. Ny , t . .s....,c, _Nut - „rs.:., • 1 . n A 2`f-`t °CG t 6 @ 8 0(4 I E NI i kilh Z -, arp. . 2. G 1 Ba e 6 "otc .._ .\ TYPLc L . I I ► 4- I • � . \‘1, * 'IN I k 1 II 1 1 . -tr. 4 . •►N 2.sP ri b. _ , _ sm. - 1 '166 l' 2 ' 41f-_2x4 • YZ pt.YWooO. �! . . .ly ' • ' It , t i ' Y2"C'�wod 0 2x(- !t 13 GoG `r°i Ix6. S-�0 s@ 1C. of� p � P-0c61 .5 w / pl.�'l S U4. ' ths-- 0 'r) . i Vti S r k r. • Z • • Tim Covert P.E. v ORROOK Structural Engineer �` 2,N� - • 1750 SW Skyline Blvd #221 ��C0�1� _ __ .. .�9 Portland, Oregon 97221 X `9 x v.- S21 lz(��� ;DMZ-dev( L- ( S .--rt°i-‘ - , — ExtgT1)-\(i g°°F 7 l'ie(A- PbF _____ . _ _ _ se-c--rtif, : __ _ _ _ 1/2" plywood (typical). Ct5z'(Lgt4 --�' 8d corn nails at 6" o/c (typical) , ::::: ::': (?------. (2 IC 1 1 r----- ___,_ II. 1 7 .-- 19-1 , '2 �xks- sq �. . , 1 1'6 A @ ( 2 uo(G ► o. x K 14 . _ L---1 K s�r-v©`` I g _ _ . I CST � �� I I I IiSimpson "H2.5A" hurricane ties, typical. Ron 0Q si)�� I 6x8 Ridge Beam (DF-L No.1) II P6x8osbeyond) 1300 L.YD fl i Hem Fir No.1 Connect 6x8 beam to 6x8 post Ies L ✓w/ Simpson "CC66" column cap. torxm-,*__ _ _ - , ipRopi,- . . . ,,,,.., ,.. 4 0 ,„, z4f,„itir „..._ 7'72 jr , Tim Covert P.E. 1 CP•"l:. Structural Engineer a® C®�1� ` 1750 SW Skyline Blvd #221 Portland, Oregon 97221 ' _ ... ,..•..*".......+6 S22 -T--(e(e-A,L., eA4e Se-t--Z 43 f`A. $ "CANOPY" RETAINING WALL PLAN : _ . . � ' 12I. , 4 41r / -1 el- 1/2" plywood (typical) 8d com nails at 6" olc(typical) koxg 2x8 DF-L No.2 at 24" o/c ` _ K Pos-T (TyP.) 2x solid blocking (typical) . ' -12••• . Go R �� dr 0 - esr/R 1. - ,--T - 8 - I __. ; pos-r- TYP.TT : - 6143i.g. 13EAR 0" //// / 7 / 7 / / Z vz y (sx) / 47 ‘, B 1 _ --- -'41 ". I- r — - Simpson "H2.5A" hurricane ties, typical. Connect Gable Beam to Eave Beam with 6x8•Eave Beam (DF-L No.1) Simpson "HUC68TF" I II�j ' (top flange'hanger). ( I P.T. 6x8 post (beyond) l I /. Hem Fir No.1 Connect Gable Beam I f , . Connect 6x8 beam to 6x8 post �' ), a. to center post with 1 % '1 I w/ Simpson "CC66" column cap. iPROPiie Simpson "HUC68" I 1-- — –1 gett‘441 PT 0 ,,,41.4 (top flange hanger). Tim Covert P.E. CP=c. 6x,13 "�`�,„ ' Structural Engineer ;,` 1750 SW Skyline Blvd #221 ® C0V . Ore on 97221 Portland, g -TY? • getA03 i U (.t_ ill 1,)1) fosT -- poo-r r uJ 4 b A t, : ( SSG-rt, o i..0< .. 1 ,. 5Ij2tt 4 ".. iIiigg . • ..' 1. , . , , -44 • P.T. 1/2" plywood both sides. 8d com.nails at 6 o/c (typ) Ass (4O P.T. 4x6 top girt with AAA Simpson "HUC46max" . K P--r: `ire ?LYcsm o o d .. each end. t �, P 'T�-�- SIMS S 6(2-0606L I .q gEY°�o N ' i eAcK-r(LA— . ,) (s) t,„ z. 64 1 #› • / - . AN-- • ' � P.T. 2x6 girts as shown " — ' with Simpson "HU26" each end. - Simpson "L50" / % . : `, t \\NN ' ,-angle to column, typ. / \ ....9 `' / M All steel in contact with / <` • , l 4 P.T. chemicals must be hot dipped galvanized r n / �� AU-6Er-r--b _ —1 (or equal). / ; N. us .�Yp- ..,,,,_____ .. ......___________ L.__ -tot ..___..p . o N‘ . - / ' '. ' t t t / • J < 0 - 7.- ....-.--,., / ` -` - ,, N / / /-/ / // • . 7 / ( ( ( ( ( ( ( qt. -, .,- Tim Covert P.E. r - :22 f 8<< tExc.i.,( Structural Engineer �� a��°t`�` I / 1`(. 1750 SW Skyline Blvd #221 ). ` (�('�M.� Portland, Oregon 97221 COV ;i: - t T CC1\L. cPSOPY F00--a C bz-AtU: s _ 5r12" x Gn r t 0--6T o"T S (L CVG k ____,L . (400 i-s_____D-r T012414) •_ • `► u . 5-+. Sj a 4) Au---7140. A0 v N got? E r-tt > Fo�-r. ( ('z") o 19 ,j , . u ctk 3 _ 1 / / TYP«tt-- '" = • % ' 1' / / tiJct` _ CDMnE-CEf9 . Tim Covert P.E. Structural Engineer SW Skyline Blvd #221 !® .� 1750CO VS _ Portland, Oregon 97221 _ ,,5