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Plans (108) A4 / h , l/ ' . _.. .-- _ . - - i .4c,- Sr- - . GENERAL NOTES � WOOD I-BEAMS CONCRETE WOOD FRAMING GENERAL ..1. All wood.l-Beams shall.be manufaciured and designed by Trus joist 1, Strength:Average concrete strength as determined by the job cast lab I SHEATHING(F.a Woad Framing) - 1. Aa laminated Deems to ho Douplasfir 24F-V3 for simple span beams �,g w;,a • Corporation a a prior approved truss manufacturer to the(ollrnving cured cylinder b be 3000 phi at 28 days plus increase depending upon APA Raletl SWcturel I Plyvrood,Exposure 1. and 24F-VB for beams with cantilevers or continuous spans per RITC �w�. • s 1- These roles set minimum standards for os truc len.The drewin0s load requirements: - the plants standards daviat'dn as sp.01504 in ACI 318.Test cylinders 1. Roof Sne Lural I 12",APA 2410,face grain perpendicular to supports• f}( • r z a:Lite Load-Floes 40 sf 117 nob.,specie.Appearance grade n be industrial. STRUCTURAL AND MISCELLANEOUS STEEL "'nu,.` . I ,- govemover the General Niles 011ie edam stdwn. _ P per UBC Mix equine N be taken at each pour, Slapper end Joints.No bbckng required. 2. All lumber species and grades to be as follows: • .'" 2. Conx0Ua shall verily a8 dimensions and conditions oh drawings- , 'b:.Dead Load 15 psi - - Minimum tAlx requirements: Edge Fasteners: ed nails e"as s Joists,beams and stringers DF#2-19°.6 MC. and in the 8014 Coordinate locations of openings through floors; . .2.. Provide additional trusses as shown on plans.. - a: Camant content par yard;Floe(5)sacks except slabs on Field Fasteners: 8d nails 012"o.a tr Posts,beams,and etrirhpers 1. Bolts to be 3307 unless ottheiWiae noted.Provide standard plate washers roofs and wails with architectural,mechanical,and*atrial plans- .a 'Nl bridging,bearing hardware,,blocking,hangers,eta.lhal conga to grade to be 5-1/2 sacks. 2 Wall Sheol' 71T.APA Rated Sinxlural 12/"o.a All horizontal under all bolt heads and nuts in contact with Woad`�r Notify apencyof any discrependes. - the trusses abet be designed.and provided by the truss mnanulacihser b b: Maximum waterlament ratio:Six(6 U.S.gallons er bag ' designated on pian as•cedar" Western Cedar Select 2' Bolts shall be located in the top N vertically Molted'"n'•L. ante 2017 3. Contractor shagprovide all necessary temporary sopport'iNlor to to fit the condifdn.Use sloped seal hangers and beveled plates as ) P edges to be backed by 2"nominal blocking. Structural-19%bell M.C. • . Of cement for non air-entrained concrete and 5-0/4 U.S. Is 4"0.c. bridging and misaOF to or Delle' ally slotted&de&union°then,"neled St Edge Faeterrers: 8d nal 4 Bucks,blocking. 3. Detaiof ling,fabrication and ereaion shill, b the eel commpie5oo d ventral and lateral support - • required. .. gallons per bag for au-entrained concrete. Field Fasteners: 8d nails.©12"o.c. tl:Structural 2x elude DF#2.19%M.C. 4. Where reference is made to ASTM,AISC,ACL or other Mardards, '4.- Truss erector shag exercise extreme tate doingerM:8On of loot Wsaes a Stamp:2<",den 01109 horn design slutp.N2"to-1'. 3. Floes ShealNnq.3/4"Tangle8Groove,APA rated 48124 Sturd•I-Fina. /41 Steel to con Manual otAISC. 11)"'}: • j•- r•, the latest issue shall apply- /� • to prevent the busses from buckling laterally.Usespreederbars for • d Arc Entrainment Per ACI at all exterior slabs-.3000 PSI- Face Gren.pefpentlitxilar m suppwls.Ste end joxHs. e:Plate,sills,and headers 4. All steel to be 338 exeNnt as noted E C t ,r k' G S i''''''.. 4%-6%Air Entraimrent. E eFastenera 10d rna(1s 6"o.c. g> for wall framing DF 02 KD.-15%M.C. 5. All welds to De made by Certified Weldag Z��/Ieq�atAq cosh r- 5. .wok shell be n d by compliance with the alcedelt d buildi n OSSC lifting lasses all provde la oil bradrg as necessary.`All workman are dg f.Sills,ledgers,plata0.etc.,embedded. MI wet s to be ma w p t r' i 4 } ns ammenmled by all other state and local modes and budding d stay of Uus6as unto plywood aheathkg bps been nslalletl and refiled e: Admix Water reducing admix(Pozzolith or equal)and Fetid Fasteners: 104 nails @ 10'o.c. s , requirement*Ihat apply. • :. at least twice to each truss or until temporary bracing is instated that reduce water used by 10%minimum la all slabs. • In or in contact •win concrete Pressure treated OF#3 8. All structural tubing b be ASTM 11500,Grade B ly-A�`(isL e: Design Gitenia:' - at manufacturer's bracing regilirements. • 2. Place and ase all co trete per ACI codes and standards. Posts A DF#WPB 1P19%M.C. All deck to be hot p galvanized. a Bask Roof Load_._..... 25 psi plus drifting per SEAQ I 5. Nolen Installation of trusses Is not to begin until all workmen involved6 Pc 7, hardware di Iv 3. Sleeves,pions or conduits f aluminum shell not be embedded in LIGHT STEEL FRAMING • 3, Cfasbridge or solid block at B'•0"maximum Neta solid sawn floor publication-Snow for Orew Iced ioq the erection meet and are informed d the erection and bracing structural concrete unless effectively lobocoated. 1, Stud,joist and other framing:melerials specTed area as manufactured tx roof joists 17'and deeper edeas bottoms of Mists are breceive - - - -- - • Analysts for Oregen r requirements. � 4. Provide control joints In all slabs on grads at wt.°.de each way by members of 1heMeiat Stud Manuacturers Association whicdh ncues M mooct lied 2" TABLE xno.1(p 1977+ 115 Sf c(eR.d I gad i 8. Shop drawings shall be sirWnitted and stamped by a registered mmdmum,unless otherwise shown on plans.Provide heavy(3f4'T Knorr Steel F S ms,Salem.Oregon.All steel framing apo - _,_ _-.- - PRESCRIPTIVE E/ELOPE ffftlWREMFNT9. - b: Floors - loPSf C4ead) engineer if required by regulatory agency. - - tooled joints Cl 5'-0.ate and 12"premolded expansion joints at 25'-0" canponents shhall-bbs approved by ICBO EvaluaHan Report No.4943. 4. Plywood sheathing to be C-D grade with exterior glue.Install log end COMPONENT - erA 30 gaga 0400 Locapaaa oxo c Wind• es m.p-hJExposure B 7.' Truss manufacturer to inspect all trusses after IMYhave been erected doerexter'rer Wage and slabs. Each nentsual oWdand Mist muss be labeled(46"ions.maximum)br floor sheathing with face grain perpendicular to or vee and stagger d: Seiarmc._._. tone Dl and slieethkg bridging,blockng,eta.has been installed.Man- field identification n accordance with ICBG ER No.4943. edges its.Instep with sheathing saner horizontalokig. a cast,and blogk all _ Ruse.e.:e.m.,oe Sew.woe. aaawr.40104 ce Equiv.Value 7. Medrenlal,equipmem,'m0Manical and sprinkler pipng larger than 2" I - ufacturer to submit certificate to ardstep or engineer that the inspection REINFORCED CONCRETE W endjdnl.Instal wall sh aorgeith rBir veock rtical,3,1d wan MPdahbo-wbwwgode 5-0.060 R•21• Naed _Honed was made and that the busses are in acceptable condition and meet with 2. Provide all metal sk#s,joists and accessories as needed for a complete vAhere•need on . diameter or other tams producing a hanger load over 50#shall be burg - - and Proper instaltaH9rx 5. Framing anchdra,ldsl fhargars,poatceps,,ata,lo ba'SimWoR"• welt haWadombeww trade' P-0.565 R-t5 F-0.sGs R-l5_ by a over 2 0 V shall by the design agency.Any hanger p transfer t g a the manufacturers"design and instadaime requirements. 1. All reinforcing sleet t be ASTM A015,Orade{0,Hes and stmupa 3. All structural memabeta-to be designed in accordance S eh the A/SI 6. All bolt hoods.ad mos bearing on wood Ip be,tobeprovided with a washer. flitl bonlne 0.0331 _._ R-35 __.., 11-0.025 __ Rw9 .,. load over 200#shag have additional framing instated to frane/er nese _ • lobe GradeGp(Tech welding N Heber is not permitted. I Speciflcalion for the Design 01 Cold-Formed Steel Stnsbaal memberrs, _ - beds to the main shuciurel beams await unless otherwise approved. SHEATHING(For Light Gauge Steel Framing) 2. Fabricate and install reinforcing steel according to the"Manual ty85. 7. All nailing to be per Table 250 of the UBC.Nailing called for on the waked betas.) U-0.0g2 R-3>P 0-0.027 R-3aA! 8. Do not sale kdamelion#arabdrawings. --• APA Rated Structural.Plywood Exposure 1. .' of Standard Prada for DetailingReinforced Concrete Structures" drewkga are Io be amfMnh. _ _ .pAar to supports. 4. Erect s.0 members Ira@.PHamb and with woos of adppant members B. Cutting s ar notching c N joists not etwned:One inch(1'7 diameter hole U' aoco U-0ARs 0-30 U-0.028 R-30 • 1. )Zoe!Sheathing 1/T;APA 2410,face grain perpena - ACI ide2,Standard 315 efgletl.P10 i40 full bearing-and secure altadmam for ell members. may be drilled in the center 113 of Width of member depth.All other holes slab edge winder F-0.5X1 R-15 P-0.520 R-I5 FOUNDATIONS - • Stagger end joints.No bbddnp required- - 3. Provide 7.0"x 2'-0"corner bora to match horizontal reintordng,n watts al S Provide web sU#ners at reacton points,concentrated bads antl Edge Fasteners: #6 screws 6"0.G all corners and intersections. where shown on the drawings. to be approved Heated dab tarried sly -_-_-R-10 ___ de -LIS 1. Deslgrt sill pressure to het 00psr gqus DL, Field Fasteners: #e screws®17'ac 4. Splicers in well and looting reinforcing shall be lapped 30 diameters 9. Studs maybe notched fn the lower V5 of the height of t e stud fa - _ _ __ 2. All footings to Dear mond i sYurbed 5°t I,wnln 141"below anal grade. 2. Well$heanind: 12",APA Rated Structural d 24"o.a All horizontal B. ahsta111atxal Dracbgon pli anode and jolats as stdwn on drawings. windows) U-p35 U-0.35 U•0.35 U-035 or 2.0",whichever is greater,and shall be staggered at least 4'al Do not apply any bads,Including temporary construction loads unW alactricel and plumbing pipes,butne part of match lin to be deeper than Notify design agency before pmoceackhg iFany unusual conditions are 55 edges to be backed by 1 1/2.'18 ga.metal(horizontal Mud bracing). alternate bars. all bracing ta fully nsulted. 25%of width of stud Holes of n centers up to 113 of width d stud Widow area bmihahianre WS .0 Na Na enmu tered in the footings excavations. - Edge Fasteners:- 08 screws 0 4"o.a 5. Provide two(2)04 continuous bars at fop and bottom and et did 5 12,14,8 16 gage ASTM A446 Grade D(Fy=50 ke) • maybe drilled n studs but nisi noereer 1/3 of height Skylight.. U-0.60 U-030 U-0.60 11.0.54U-0.5 11-0.600 3. Do mat excavate closer than a 2:1 slope below footings. Field Fasteners:- .#8 screws @ 1T moea continuous ends of all walls. 18 gage and fighter ASTM A448 Grade A(Fy=33 Mil Exterior flown' U-020 11.0.20•O.XI _ 4.- Use aottf.edped backhoe bucket without to execrate fooling 3, Floor Sheathing. 3!4"Tongue 8 Groove.APA rated48�,4.Strxd I-Fba. a Venial wall reinforcing to be placed in center of wall unless shown 7. • Fasteners shall be'sea-driN ,sett-drilling, saews as manufactured _ trenches,and dean as footing excavations or loose material by hand Friagrainperpendicular to supports. Stagger end jo'y.ls. otherwise on the tl s.Honizomal bar mnay be land either sitle of by _n9 g• -�'�F udmdoas wl>25 eaglydee- t)0/a ll-0.4B Ua/a U0-0 5. Excavations may be made under continuous footings for es.Beck- .Edge Fasteners: #10 screws 8"as between A UeHpa Products a equal.Use e w screws fa nWnurel,apre to ons. �.+,. r _ WP d9 vertical bars or between double vertical bars. tree pan head type screws where wall and ce 1 ng fn shay aze b ho - N__. ..t►U L 6" E$ER(@10° CAP E. -Famed air dam insulation moa R-e We R� f0 with 314'mime y dens rack compacted m 8"lifts to 95%rtwdlred ' Field Fasteners: #10 spews 10`as 7 7. Lap all bars in Intersecting roofings 2 0"or 30 diameters,whichever applied. Proctor maximum dry density ASTM D7557. la greater. fin P1-toartae N0T,.fkGgy.j.I Pt>c(7- ©Pard * -- -----....._ - • • ,3/01-L9 Ip4$5.1 6TEE .T P•-15 €r •t'�w MIN.2 1/2 70 1 HEIGHT TO .. .._ _.. ....- -.... ..-.. WIDTH RATIO, fM1N. 4'-9" WIDTH T'TEt£L__PAAGTIC"P1,, 174 E...•19T'Cr REQUIRED FOR 12' HIGH BRACE PANEL.) V � -',�hrrrrrr�Y- _ �mion, .. 4�'a"" - w" f4'MIN.BRACE PANEL WIDTH GTE. 469 E54"ra".(6765.61; PAFtiKIrac, SEPARoT mgt 1 Fmk At-LL • �1e1.��� SPP�iE9 /)h V�hLL - -- sF T R iP�' / l CITY i 1 I�A11V 1�>s�1�:���_-� BLOCK ec EDGESHEATHING PLI ALL SNEATHItgG SPLICES. 47 . t ,' -- -- „ �- -ul �11 --- AR 1.1 Approved by Planning y' p J • E'w 1ST 1NG - •!` t� R Q: I�Pg' I ml� ^.t+ - ^J - tt7RjNrrEWf�1( i 'F4,A f?E. k Date: Lh. //i1g- t PTCL.BOARD PLYWOOD OR 2 MW n 4,41M BOARD WOOD OR SHEATHING. �. F C.cirl�/ f �wt �jPOE 1 Initials: Z•-S Y • GoWdEaglcN-� I Ert9f .Cv F+1c+6 m Bd coMMON oft cALv. • . I (5+4QD )- -r"-1-- I ` I Box NALs a 6' o.c. ,}' • �j .PANEL EDGES& 12 O.C. la I ansYP.m.4P �/ '•f ( ©rIH Nqu P. I INfERMEOIATE SUPPORTS. 1L I f3Gw'F r� �6� "t }' 4A[ ,P..arICFfK I MIN. 16 0�# B' O.C. +AETE(�i / ;t \ trY J�STIht�# - LAP SHEATHING 1 1/2" OVEII RIM JOIST �Cr / DW R L6.-i'P4(y+•)*f) • ONTO E50LENPlATWE/ANO R#A� O.C. coarF• 44 w: 4. \ - �� t1 \ STANDARD P.T.MUD SILL W/ Eyri$TdN6 i MW,1/2- OM.ANCHOR NEW "� BOLTS EMBEDED Y INTO `,� ENTF�j' PRes-4R 5:01-`e I peal •, •0 t ( r7E Pp(gPT/mit ' BOLT WITHIN 12't0.C. Z aft 1 pint i`Z,"�O`ff,B4. I 3 .1. Serkp- 1tNG •, - - EACH CORNER k 2 PER PIECE. we5) P.®,,,Tt.+ 'SIDES S t 3 f' 1. 5,1pTrC."T-vOAyK NoT1='. WALL. IN FI LLS Te? E,..1 -Ttt4G. I Eo ISTINe I �� 3u1L."T To a SP P j y WATER. j_Ir1E SI NGt-e- FA-P-41�-'Y I ' r---�_' STPNOCRfls 6. I REQ✓' 1 t,et-iGE T' i_____J • viol-Elk >agnikr 1efk.) BRACE PANEL • M[TEP' ENTRY ISCALE: IFt- -' - 2. I d I . I 't �RotiT a I I gd4l TI1�lCo I tI t[ILl7►N 1NF©RM Tl alt a,p.SE-n t4Gv4JE I 1_0=xW1-4 i • I IiR +S ><i. Tt1N }Hmu,.e - 1765 SF W i F lST}NCv c9pFLCGE 447 S.F. 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