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Plans (109) TABLE N11O1.1(2) TABLE N1101.1(1) SH��T INDEX ADDITIONAL MEASURES PRESCRIPTIVE ENVELOPE REQUIREMENTS° I envelope enhancement measure (select one) STANDARD BASE CASE _ m .1 v '�$o High-efficiency wail and windows BUILDING COMPONENT Required Equivalent 4; ; `1• o W 1 Exterior walls-U-0.041iR-19+5(insulation sheathing)/SIPS,and one of the followingoptions: b r 1 Performance Value m y windows-Max 15 percent of conditioned area;or windows-U-0.30 Sheet Sheet Name > r A i e High-efflaeheyen elope: Wall insulation-above grade U-0.060 R-21' _ '$ A 7.1.-1-.. Exterior walls-U-0-05E, -21 Intermediate framing,and Vaulted ceilings-U-0.033/7-30Aa,e �_ y -1 :i2 and mat ceilings-U-0.O25/R-49,and Framed floors-U-O.o25/R-38,and windows-u.030;aid WalI insulation-below grade` F-0.565 R-15 AO Cover Sheet 5Doors-All doors U-0.20,or Additional 15 percent of permanently installed lighting fixtures as 15 high-efficacy lamps Or Gonser✓atlon Measure D and E Flat eel ings` U-0.031 R-38 3 '' '., Al ElevationsE ai H -e it Ianfficiencucelind.windcwa and duw ct Sealing; Zerrot be used en ca+x.lxeIa+M°ewre ei Vaulted ceilings, U-0.042 R-380 g2 Foundation t1 3 Vaulted ceilings-U-0.033/R-30Ab,q and 1 Flat ceilings-L1-0.025/R-44,and Underfloors U-0.02S R-30 3 Floor Plans I windows-U-0.30,and Performance tested duct systemsb Slab edge perimeter F-0520 R-15 A4 Framing thermal envelOoe UA; 4 Proposed UA is 15 percent lower than the Code UA when Calculated in Table N1104.1(1) Heated slab interior' n/a R-10 AS Building Sections Windows) U-0.35 U-0.35 Building tightness testing ventilation and duct sexing- Window area limitation yk n/a n/a _ A mechanical exhaust,supply,or combination system providing whole-building ventilation rates 5 specified in Tale N1101.1(3),or ASHRAE 622,and The dwelling shall be tested with a blower ' door and found to exhibit no more than:0.0 air changes per hour',or P.O air changes per 51Cy ght5 U-O.60 U-G.6G hour'when used with Conservation Measure E,and Performance tested duct system, OFFICE COPY `�''+ l' Exterior doors'" U-0.20 U-0.20 I-�-{ -171+u1 i.,....i[cat iiCiAd ar,pLenns=ALFA.candi6onedecay rentx4e,...4.,o,6,eu.,,er.=,s,m, .ewL/ exterior doors l.V/>2.5ft`glazing" U-U.40 J-0:40 6 All ducts and air handler are contained within building envelope' Forced air duct insulation n/a R-8 H For 51:1 inch=25.4 mm 1 square foot=0.0929 mP,1 degree=0.0175 rad. CA a. TABLE N1101.1(2) a. As allowed in Section 111104.1,thermal performance of a component may be adjusted provided that SU I LD I NG GODS T ADDITIONAL MEASURES o orheat loss does not exceed the total resulting from conformance to the required U-value al' standards. Calculations to document equivalent heat loss shall be performed using the procedure , and and approved U-values contained in Table N1104.1(1). envelope enhancement measure (select one) b. R-values used in this table are nominal for the insulation only in standard wood framed construction and not for the entire assembly. ...oh.) G. wall insulation requirements apply to all exterior wood framed,concrete or masonay walls that DESIGNED PER: 2012 INTERNATIONAL High-efficien0 HVAC system- are adore grade. This includes cripple walls and rim joist areas. R-19 Advanced Frame or 2x4 RESIDENTIAL GUVE (IRC) A bas-fired furnace or boiler with minimum AFUE of 50 percent a,or Air-source heat pump with wall with rigid insulation maybe substituted is total nomina insulation R-vaue is 105 or greater. minimum HSPF of 8.5 or Closed-loop ground Source heat pump with minimum GOP of 3.0 d. The wall component shat be a minimum solid log or timber wal thickness of 3.5 inches(90mm). e. Below-grade wood,concrete or masonay walls include all wals that ale below grade and do not ,, ENGINEERED PER: 2012 INTERNATIONAL Ducted HVAC systemswithin c onditioned 5b a-e: include those portions of such wall that extend more than 24 inches(605.6 mm)move grade. B f. Insulation levels for ceilings that have limited attic/rafter depth such as dormers,bay windows or BUILDING GORE (I.B.G.) All ducts and air handler are contained within building envelope similar architectural features totaling not more than 150 squae feets(13.9m)in area may be • reduced to not less than R-21. When reduced,the cavity shall be filled(except for required Ductless heat is ventilationThe axi spvaes). ulte /°•*�*�)OF TIGARD Replace electric resistance heating in at lent the primacy zone of dwelling with at leaf one g. Thmaximum vaulted ceiling surface area shall not be,real=er than 50 percent of the total heated �j j ductless mini-split neat pump having a minimum HSPF of 85.Unit must not nave integrated space floor a-ea unless area has a U-factor no greater than U-0.031. The U-factor of 0.042 is ' _ backup resistance heat,and the unit(or units,if more than one is installed in the dwelling)must representative of a vaulted Scissor truss. A 10-inch(254 mm)deep rafter vaulted ceiling with R- S' 0 FOR CODE COMPLIANCE G be sized to have capacity to meet the entire dwelling design heat loss rate at outdoor design 30 insulation is U-0.033 ad complies with this requirement,not to exceed 50 percent of the temperature condition.Conventional electric resistance heating may be provided for any total heated space floor area seconday zones in the dwelling.A packaged terminal heat pump(PTHP)with comparable h. A=Advanced frame construction,which Shall provide full required insulating value to the outside Approved: 1 efficiency range may be used when no supplemental zonal heaters are installed in the building of exterior was. Approved: and integrated backup resistance heat is allowed in a FTHP slab I. Heated slab interior applies to concrete 51±floors(both on and below grade)that incorporate a '7''t'��N • radiant heating system within the . Insulation shall be installed underneath the entire sle. OTC:C 1 , FILE NAME : j. Sliding glass doors shall comply with window performance requirements. windows exempt from High-efficiency water heating and lighting; testing in accordance with Section NF11112,Item 3 shat comply with window performance �L Natural gas/propane,on-demand water heating with min EF of 0.80,and A minimum 15 percent reqirements if constructed with thermal bred:aluminum or wood,or vinyl,or fiberglass frames Permit t'ti y`^-S� ^ Q 1-7 - OO 0 7 2945R-T-41-72 D of permanently installed lighting fixtures as CFL or linea-fluorescent or a minimum effi,xy of and double-pale glazing with low-emissivity coatings of 0.10 or less. Buildings designed to ►�• I [X r �,J g 40 lumens per watt a specified in Section N1107.2° incorporate passive solar elements may include glazing with a U-factor greater than 0.35 by using sed • Table 111104.1(1)to demonstrate equivalence to building envelope requirements. -+�+ � • 13 4 O $ SW �� VM DRAWN BY: v. Reduced window area may not be used as a trade-off criterion for thermal performance of any Energy management device and duct sealing component. f #: Flo( whole building energy management device that is capable of monitoring or controlling energy . Skylight area installed at 2 percent or less of total heated space floor area shall be deemed to `� - E consumption,and Performance tested duct systemsb,and A minimum 75 percent of permanently satisfy this requirement with vinyl,wood or thermal y broken aluminum frames and double-pane instaled fixtures a high efficacy lamps glazing with low-emissivity coatings. Skylight U-factor is tested in the 20 degree(0.35 rad) By: ` t' Dates �� )_1�1 COALE: overhead plane in set-irdance with NERC standards. �► Date: / War of teveltaIc• m. A maximum of 28 square feet(2.0 m)of exterior door area per dwelling unit can have a U-factor F of 054 or less. Minimum 1 watt/sq.ft.conditioned floor spaces n. .blazing that is either double pane with low-e coating on one surface,or triple pane shall be GARAGE LEFT PLOT DATE: deemed to comply with this 0-0.40 requirement. - 11/10/2015 G Solar water heating: - Q 2:12:06 PM Minimum of 40 ft2 of gross collector area A5H WOOD - LOT For SI:1 square foot=0.050 m,1 watt per squae foot=10.5 w/m a. a. Furnaces Iodate within the building envelope must have sealed combustion air installed.GOmbu5tion air must be ducted directly from the outdoors. 2(145R-T__41 ...../2(145R_T_4A _/1 b. Documentation of Performance Tested Ductwork must be submitted to the building official upon completion of work.This work must be performed by a contractor certified by the Oregon Department of Energy's(ODOE)Residential Energy Tax Credit progran and documentation must be provided that work demonstrates conformance to 000E duct performance standads. c. Section N1107.2 requires 50 percent of permanently instated lighting fixtures to contain high efficacy lamps.Each of these addition measures adds an additiona percent to the Section N1101.2 requirement. AREA GALLS: d. A=advanced frame construction,which must provide full required ceiling Insulation value to the SHEET outside of exterior walls. e. The maximum vaulted ceiling surface area must not be greater than 50 percent of the total heated MAN FLOOR = 1566 SQ. FT. space floor area unless vaulted area has a U-factor no greater that U-0.020.f. Building tightness test must be conducted with a blower door depressurizing the dwelling 50 UPPER FLOOR - 131G Cover 5Q. FT. Pascal's from ambient conditions.Documentation of blower door test must be submitted to the TOTAL = 2945 SO. FT. Sheet Building Official upon completion of work. g. Solar electric system size must include documentation indicating that Total Solar Resource Fraction is not less than 75 percent. GARAGE = 464 SO. FT. 5. Solar water hexing panels must be Cola Rating and Certification Corporation(SRCC)Standard 06-3oo certified and labeled,with documentation indicating that Total Solar Resource Fraction is UNHEATED _AREA - 363 Sad. FT. not less than 15 percent. OFFICE COPY I. A total of 5 percent of an HVAC systems ductwork must be permitted to be locoed outside of the conditioned space.Ducts located outside the conditioned space must nave Insulation installed as required in this code. AO ell 1 a ��+ m o0 iur it 7 'h*M1� r s"f -c til ilili�ri ,J �ii y+.i'" l Il'1/ H— '-j !"?O <� I� ,u riL pY� ,.'t,,4 tt 113 51 "iE s d 1,i v E� i 1 '� .7 l� u r+�i_i a LS / / y�i f1 L- ... ll �, r- L#f F. �1, -a rrt ! rili / C -._.,E "#'- Oji t P ,.X..�,: �^ I)!..i if r I; �"�'".� -^ "�. # 1 tis_ w m %' -._'"": _ ------ .d6.�.�t-.I� Irk"",, III «S.,.P^•,/ I�l"i\ '' ii'.k k - .- .:: - r 1 : K � f'4 £ � iK,. Lf +1.,..- )ll P� _� �:'`'''''''''',1L1.1",-,,,,, -:h�. r,11-1111 Z I -' 11 h p 11, � U[1.. 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FT. �I�I�II� ® � — — — — _- 1111 — _ — — �zx m 6r: UPPER FLOOR 1379 5Q. FT. ,r, �' it li;` FLX I 1 — �Tr _ _ jly �' # _ - TOTAL = 2945 50. FT. - _- - -- - - - -- sc a E GARAGE = 464 50. FT. _-. .._. - _._ _----- v A5 Jndfd�ed n UNI-EATER AREA = 363 5O. FT. ...... PLOT DATE FRONT ELEVATION ""E 2015 7,7,8 1/4.._1_0 \. ,.,‘ __ . , - _ _ i -,, ,- , , Lj[,_, I _J .-1- , LLJ _d L SHEET It 1I '1 -— - - Elevations � _____ - III - -4-7:– ll --. hill IIS" i I T-� • RIGHT ELEVATION REAR ELEVATION LEFT ELEVATIO4_ .t- '- N 1/8..=,._�.. 1/b"=1'-0" 7/8,.=�.-0.. FOUNDATON NOTES' 1 I TERIAL 5 ARE TO SEAR ON UNDISTURBED LEVEL SOIL DEVOID OF ANY ORGANIC BONG PER ELEVATION —-V2"6YP8RD A - FIN, RADE,STEPPED AS R50111 E0 TO MANTA.THE RECUIRED DEPTI BELOW TIE ON APPROVED HOUSSS .. .� 2'-3 1/4 4'-11 3/4" JJJ!!! 4'-11 3/4" %'-3 1/4� ^,W WRAP GN-1/16"G56 1 L� 2.SOL BEARING PRESS/RE A551MED TO 8E 1500 Fes. INSUVAWALONTH R-21CD V 3.ANY FILL UNDER GRADE SUPPORTED SLABS TO 8E A MINIMUM OF 4"GRANULAR 2x6 PT.SILL IW1/2'0IA x10"AB.BOLT • m T �I7 Wimp w E '3 MATERIAL COMPACTED TO 95%. . ry l • BASEMENOT NT!IDNTERIOR TO WEATHER 3500 PS at 4'o c.ANDUNLET NOTED 6Y OTHERS/ A _ -,•-. _''_'_� - rt�\ ry \Li _— � 'J BEAM J -s E BASEMENT WALLS 6 FOUNDATIONS • 441 N —————————————————————— I� ��_ 411 k I O SLABS ON GRADE:2500 PS (1)54 BAR AT I0I f I r \ —- I::. 1L 1 J EXPOSED TBASEMEIT WALLS h1E{"FATHER 3000 P51 W 5 TO"1%ENTRAINED AIR TOP AND OOTOM •� . . . I - \ / 1 I 1L 3X DECKING ON 2x10 P T.JSS 0 16"OO.(TYP.) PORCHES,STEPS<CARPORT GRADE m m 1 I ki J SLABS EXPOSED TO WEATHER 3000 PSI W 5 TO-Pb ENTRAINED AR � — M f 11 4 I CZ .CONCRETE SLABS TO HAVE CONTROL JOINS AT 25 FT.(MAXIMUM)INTERVALS EA.WAY_ _ r v v i /T' H, MIN.BEAM BRC.3• _ 1-. I �y I I _. m I R BREI ENGINEER /N , r \ ' EA A B E SPACE iV m E 5.CONCRETE SDEWALKS TO NAVE I/O'TOOLED JOINS AT 5 FT.(MINIMUM)O,G. r\ �" TI T 3 m 08 DF 3YP) . V REINFORCEMENT r\\ r`�\/�'r\.�-� (� a I m b.TIRE MESH TO SE A-185. SPECS "G,/,'G, / \�/ ` IPP -- -r --- 9'-53/4 3-3 6'-T1/2" 8' 33/4" I EC 5mE 1 T.EXCAVATE SEE TO PROVIDE A MINIMUM OF 18 M.CLEARANCE UNDER ALL GIRDERS. 'Tr '(� \��4,, t/ /', X I i1 B.DOVER ENTRE CRAW_SPAGE WITH 6 MIL BLACK'V ISOJEEN"AND EXTBID UP FDTN. ry ," WALLS TO PT MUDSLL. v�(' \$11Ni/, ' ' % \�1;\ r. li--- /y' ' i+�r'.,...-- � � `e— 9.ALL WOOD IN CONTACT INIM CONCRETE TO BE PRESSURE TREATED OR PROTECTED \ r' \ \\\ '/\\ \/\� 1. _— \ / J\— •Y WTH 555 ROLL ROOFING.MIN_ N/`V/`✓?r v��' v\/ 4 /•, ,'S'/ ;;,' n IA 2 1/4 \--F-®-.F axe POST _ I n YYYYffff 10.BEAM POCKETS IN CONCRETE TO HAVE 1/3"AIRSPACE AT SHOES AND ENDS WITH A Vr// /���ENTIRE AREA m �/ — '-O MINIMUM BEARING OF 3 IN. �t/,/�j\`r/ �• r`.�/fir / \ Y' �.\———— �—_ --� • ———— _—/8�——..— I. \ 11_PRP/IDE CRPWLSPACE DRAM AT LOW POINT - �\`\�r`.\� \ r\ \y ` �I )I / T O / T O / ''',., ../ r`4':///UUU vV% WT1 AMm.'VISQOEN, ^ I. 71 ! A __fix _ / A .. / ---- A L A I .I G. PE12 WATEFORA ED D IN BE WALLS BEFOREOPC BACKFILLING PROVIDING IN 41N_DIA_ \<\��J\i \ —- -—..p p —-—::- �—_..—- - _ PERFORATED DRAIN TILE OELOW THE TOP CF THE FOOTING(SEE BUILDING SECTIONS). '\/\ J >\,_ D.FLOOR SHEATHING PER SPECS ON 448 SEAMS UN O.Sr ENGINEER h_ : 2. JO I m _ll 14.4"CONCRETE SLAB WV 6x6 10/10 W.M.OVER 6 MIL VAPOR BARKER,ON 6" Foundation Detail rv'\ L —\' . -Q ry Q �4, —-—-f7-7;/. —-—-�'B\aX8 DF(Tl?) _i - rv\ ',9 COMPACTED GRANULAR FILL SLOPE TO ENTRANCE r 7 w m Q \-_/ \--__-i \ -/ I /F 4 15.BLOC Off FOR FURNACE(15") ' 1' ,�O' m _ _ _-.. j \._ A T { — ../tel axB DF rr>p.�, ®---::::/8�#�_ \rem/ - j I s 16.USE 4"CMU.BELOW GRADE AT BRICK VENEER AREAS.WIDEN FOOTING 6"AT \ VENEERED AREAS.-SEE PLAN FOR LOCATIONTI • axe OF(TYP) / \ ! \ \ _..I. / J._-\ / \\ J__\ •I ;N VENT FLUE UP 2x STUDS IT 16°oc. J IT_—_—\_J m .. \-/ - � —� . \_/ 1T-ova.'F.-/ 1 - ry\o - m d 5-91/2" 3 6 3 6 3 0 1 23/4 • 4X6 POST .„..„ n THRU ROOF ^ WV 1/2"DRYTALL m 23 341 ''. • {} 16 63/4 3- 3 6 3 6 13- /J / • r—— 2'CLEAT 1=V V \ —— MIN —� A d 5 3 1' 0 1/4 2-11 1/4/ 24-0 3/4 — I a '-0 4F /11101 ^PI 5/8"TYPE _ L� ——r.,.-..— X6W8 e I, , m x LL /, C 14'-O /1-j-r — O "2-10 3/4,3-4 T/32' 13 11/32 m I 2x STUDS - WATER O O O ry 9 v\ / 11 I(—)[If \ 1 1 / 1 .../_,,t- \ry T '1 ry ( `•^ I !'• 1 ''',\ �� .I at 16"o.C' .. __ HEATER '\ / �„1,_ —GT` ./ \ ( -�". m '��.' —— V.9—Y •I - 2x4 CLEAT IA)/ \'‘,.L- T\,-�O 5 5 0 1/4 3-3 3-3" 4x6 POS N iT"4 1•. .1 mi I Fes\ \ / \/ \/-\ �� /,\ \ I-' �n "' '\ r �"'"FII'—- (--e- $.- —�- — - •— j rv@ @- �� • I f R CURE APPRO/ED SEISMIC STRAP T-O 3-6 3 6 2-11 1/4 ul 14' 2 11/128 9' 10 85/138II*m r L t— (MM.24 ISA)AROJND WATER ry ✓ I _/ / I U, m n BEAM�, _`� HEATER TO 2x10 SHAPED SPACERS ry < T.,f \�\\ � \, ,4,%/k WITH(5)16d NAILS \ —— �'��j- \ - _- _-—- \ l !- �'f: 1,/),•,. `'ti 1 r v ./ 2xa CLEAT �.., $— �- \ � ,/ � , , .CURE SHAPED zn0 SPACER TO 2xa a " - - �, 6t 1 v I , �. v .CURE 11\V CLEATS wTH+(s)16e NAILS }j) _ .71: �. �v�� • 9 ri-6:-.RI s a 5\'\\ \ ry I _ ry / \ / \ /-\ axb DE rrn).. ! \/rz,, ,......."..R. A • `i9.*. ..,/„,,,-,,,;„4.„- \ I SURER TIGHTR STOW TER HEATER \ 'I I —. } - -.— \ J J \�/ ':..I aha• 5'-4 1/2• I m 1 1 \ \ \\ SHAPED^10 SPACERS WLL BE CUT TO04� HEAT WIL RESIST /r/ r�4� /F m n - - - I.I /3'-31/4"/ v =I 4x5 OF(TrP) r'`/\'V\ �'_1 r\/v�\ r �\r\ WA!(HEATER STAND MUST \ CRURAL FOADIN ECLPL TO 100%OE rv� ,p_— \ `�T: —- -; �' _ _.r .III _. I I2 m I FILE NAME w -- 812 3-„,a� WATER IEATEK STAND NOT a / \ / \ IRECLRED v+HE1N rN.H 5 uNLSTED m\ — \ � -- \�/— —�' Td2x DECKING ON 2x10 PTI2945R-T-41-72 AS VAPOR IGNITION RESSTANT GARAGE FINISH FLOOR p 1-H1 L .J�'i I J5T5••16”OC.(TYP.) Ftg/Fndn @ Garage \ _ \ I I 3/4"=1'-O" r Y �� r_ fir ' , BEAM BEAM 771 DR?NN BY: water Heater 5rapping °� �� --- --- -� ':i 1 PLY CRAWLSPf+.C.E VENTILATION: SCALE: UNDER-FLOOR AREAS SHALL HAVE A NET AREA OF As indicatedNOT LESS THAN 1 5Q.FT.OF VENTILATION FOR EACH \ 150 50.FT A-OF UNDER-FLOOR AREA,THE UNDER GENERNOTF5 ' {I PLOT DATE FLOOR AREA=1566 S.F./150-10.44 S F.OF READ 1, ALL NOR,BTA,BE DONE IN CONFORMANCE WTH THE LAT.EDITION OF LOCAL BUILDING CODE,ONE AND TIC FAMILY 1/ 1 VENTING AREA.USING 8X14 DWELLING SCREENED VENTS DLING CODES AND ALL OGOVERNING CODES,LAWS AND REGULATIONS. iv4I 11/16/2015 PROVIDES 0.55 S.F.OF VENTING FOR EACH VENT. 2 ST=/CONSTRUCTION DOCUMENTS AND CONSTRUCTION PHASE.CONTRACTOR SHALL NOT SCALE THE DRAWINGS,CR '\ l m .f - - 2.12.18 PM PETALS.CONTRACTOR SHALL VERIFY ALL DIMENSIONS,ELEVATIONS AND CONDITIONS AT THE JESSTE.NOTIFY DESIGN 1. 10.44 S.F./0.68 S.F._(16)8"X14"VENTS REQUIRED. AGENCY M CF ANY SIGNIFICANT DEVIATIONS ANY CHANGES TO CONSTRUCTION DOCUMENTS CRF ADDITIONAL _ - 1, - m DETAILS,SPECIFICATIONS IONS ARE NEEDED FOR PROPER EXECUTION OF THE WORK.ALSO NOTIFY DESIGN AGENCY IN p I F ry TRITTMG IF THERE ARE ANY CORRECTIONS OR CHANGES TO OE MADE TO THE CONSTRUCTION DOCUMENTS REDUIRED BY _ C THE PLANNI IWNLDING DEPARTMENT OFFICALS.PLANS CORRRCTON LIST CR COMMENTS(FROM THE 1 ,' ISI PLANNING/BUILDING DEPARTMENT OFFICIALS)MUST BE DELNERETO THE DESIGN AGENCY, a 3. THE CONTRACTOR SHALL BE RESPONSBLE FOR COORDINATION OF ALL TRADES,INCLUDING ALL ARCHITECTURAL, nH I. ANCHOR STRUCTURAL,MECHANICAL AND ELECTRCAL RECLREMENTS. I _ I PV ICHOR BOLTS: 4. MECHANICAL AND FIECTRIGAL WORK 15 ON A CONTRACTOR DEE/BITS LD BASE.COORDINATE ALL ARGHREGTIA2AL AND STRUCTURAL YNORKTTM MECHANTAL AND ELECTRICALREQUREMENTS 2 4510/151_A8 W/OPTIONAL ANCHOR BOLTS MUST BE SPACED A MAXIMUM OF 6 rtt I (1829 5. ALL DIMENSIONS ARE TO TFIE FACE OF FRAMING,MEMBERS UNLESS N✓ell OTHERWISE.ALL EX2WOR WALLS TO SE 246 C qs 6 6 10/10 W WM ON t STUDS AT 16 O.0 ALL INTERIOR WALLS TO BE 2x4 STUDS AT 16 O.C.UNLESS N✓ell OIHERYISE I MM)ON GEN I Cr,.THERE SHALL BE A MINIMUM OF BOLTS I COMPACTED FILL a Tu1CKEN b COORDINATECO ALL ITEMS NOT SHOWN OR FIXTURES, WTI OWNER ANO/OR DES6NER INCLUDING BUT NOT LIMITED TO .SLAG W/(Z 54 BAR$HORZ PER PHASE SECTION MR ONE BOLT LOSEVEN TED NOTDIA MORE THAN FINISH COLORS SA INETSPALL EATERORE INGETC... :GARA E 00C FOMD wALLs AT-' .. I.' F OM N MM) LESSFTHAN E SECTION. BOLT ICD I ON 7. SEAL OR WEATHER BST ALL EXTERIOR OPENINGS AND PEI AND TCNS IN MANNER TO PREVENTUINGOUTSIDE AR _ GARAGE DOOR OPENINGS m FROM EACH END OF THE PLATE SECTION.IN SEISMIC DESIGN ELECTRIC, LEINFILTRATION AND AND EOM FROM ENTERNGTHROUGH STRUCTURAL AND OCCUPIED SPACES INCLUDING ARGVND PWM61N6 AND CATEGORIES DL AND D2,ANCHOR BOLTS SHALL ALSO BE ITS THE GE LN.CND TRACTORS RESITTOLLS,GUTTERS,COORDINATE FTG... 8. IN 5 THE GENERAL CONTRACTORSINSTALLATION RESPONSIBLE,TO FOLLOW AND COORDINATE PER THE INC TUREK5 PRINTED I SPACED AT SI—Et I (1829 MM)ON CENTER AND LCCA I GJ WITHIN ANDINSTRUCTIONS,SPE TURES ENS AND INSTALLATION DETAILS THE INDUSTRY GF ALL BUILDING PRODUCTS(INTEEOR 4'CONC SLAB SLOPE 1/8 PER FOJ r I' 12 INCHES(305 MM)FROM THE ENDS OF EACH PLATE SECTION AND EXTERIOR),FIXTURES,EGUIP-IE}NT,ETC...CR FOLLOW THE-MDJSTRY STANDARD DETAILS FOR ALL THE CONSTRUCTION 01 S AT IN I tKIOR BRACED WALL LINES WHEN REQIIRED BY SECTION NOT SHOWDOCUMENTS ON THE DRASIGN INGSAGN FOR PROPER NOTIFIED IN I OF THE WORK IN ACCORDANCE WITH THE CONSTRUCTION DFORMATIO THE DESIGN T T MUST ER CONTACTOR IN ORRTN6 TO PROVIDE OP,ADDITION,DETAILS HE WORK OR r• SHEET 5602.10.9 TO BE SUPPORTED ON A CONTINUOUS FOUNDATION. INFORMATION PER REQUEST OF THE GENERAL CONTACTOR oR OWNER FOR PROP,ExcwrlON OF THE woRK. . BOLTS SHALL BE AT LEAST 1/2 INCH(12.T MM)IN DIAMt I tR AND •: -L �U 15 SHALL EXTEND A MINIMUM OF I7 INCHES(115 MM)INTO MASONRY CONSTRUCTION PHAGE; •' - : 'N-J ° Foundation OR CONCRETE.INTERIOR BEARING WALL SOLE PLATES ON THE DESIGNER SHALL NOT HAVE CONTROL OVER CR CHARGE OF AND SHALL NOT 0E RESPON518LP FOR CONSTRUCTION MEANS, \\\ - • \ MONOLITHIC SLAB FOUNDATIONS SHALL BE POSITIVELY METHODS.TECHNIQUES,SEQUENCES OR PROCEDURES,OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK ANCHORED WITH APPROVED FASTENERS.A NUT AND WASHER SINCE THESE ARE SOLELY THE CONTRACTORS RESPONSSILITY UNDER CONTRACT FOR CONSTRUCTION.THE DESIGNER SHALL NOT BE SHALL BE TGHTCNED ON EACH BOLT TO THE PLATE.SILLS AND RESPONSIBLE FOR CONTRACTORS SCHEOJLES OR FAILURE TO CARRY GUT THE WORK IN ACCORDANCE WITH THE CONSTRUCTION P/-O" DOCUMENTS SOLE PLATES SHALL BE PROS=GI t1/ASANST DECAY AND / I LKMITES WHERE REQUIRED BY SECTIONS R315 AND R318. MATERIAL SPFr3FIGATON NOTE' THE DESGNER DOES NOT RECOMMEND CR SPECIFY USE OF ANY TYPE OF'STUCCO PRODUCTS"OR EXTERIOR INSULATED AND FINISH Foundation Plan SYSTEM'E.IF.S."FOR THE EXTERIOR OF THE HOUSE.THE DESGNER WILL NOT BE LIABLE FOR ANY KIND Cr DAMAGES TO THE BUILDING (STRUCTURAL OR COSMETIC)F TIE OWNER OR THE CONTRACTOR DECIDE TO USE SUCH PRODUCTS. 1/4"=1'-0" / Ai nw SMOKE DETECTORS RECd11RED AS SHOI^N 1°'ON THE PLAN. DETECTORS TO BE INTERCONNECTED AND / a1-0 7 POF€RCD ST PREMISE WIRING AND HAVE BATTERY / a'-o- / 3'-3" 3-3' / a'-0" / 4'-61/3" / 10'-5" / 5'-10" / 5 S /2 / WASHINGTON STATE: V�� 3/0X9/0 9-4 3/0*9/0 SH 3/0X5/0 SH - 50 GFM FAN .Ao g `l`l �` IL''dl \ .:9 oRE<soN srATE: � 7 I T - V�� 50 GFM FAN TOILET GOMPARTMENT5 '6 "{.� S _ - II 80 GFM FAN BATHING 4 SPA AREAS 'j m 0.. .. ..... ... ... VENT ALL TO OUTSIDE � i T COVERED PATIO J / ar-o` W w m TV ROOM 26/6X10/6 - ia-0 1/3• 9-B 1 3" 3^ Er 13/'fX14/0 _ _ -. _ - to'-t3/a° _ 3'-1o3/a° s'-a'2• 3'-3" 3'-3- 5-a 1/2• tu N� .. mgl mtr my ,. s'-91/2 / 4'-41/4"- / , m 3/O O ISN 3/O-/O SH 3/0 /O S+ Ll OK OK OK OK HOSE .\ \\ ie, 1 C'LL 3/005/0 340 r 0180 \\ –'1: :"a: 2 , fir ( 6'-9 1/3" / `0.n t p (213/0X4/O SH.-MULLID- � S<R 4/0x6/8 OPNG s�escF� ry L > V �i FREE STANDING HJ N O m p "I' v LL SONG N8 UNIT m FAMILY 2, • P 'P - N K - I T k 3/0X6/0 OPN6 v m° I�O ° r \ 0 16/9X13/0 °z '� C� ��'Ill m .�. NOOK z m /oxs/a IS+rR PAN 6'-t 2/2 ,t_,-r ... ILLUMINATION NSIts:PER ISO SECTION 3036, n - 9/5X16/4 \ `/6 \ lq �.. < • R311s]ALL INTERIOR AND IRC 5TAIRNWYS ',f p ''I / FAN -� _ e ���} r - 1llA dNnu_15.f96 .•n.n,M1rt1�b 5sU1"1F7 ._ ` ' 6'-111n• n'_3, 7 ' 4 _ ry F '.,. L THE STAIRS INCLUDING LANDINGS 6 TREADS MTfiRIOR < k"' p P 10 �IYI, 13'-101/2" N�m' 9'-5' 16'-91/1 d nt - O STAIRWAYS SHALL ISE PRCNIDED WITH AN ARTIFICIAL 4 = 'I _ _ _ I.�.m 41 , LIGHT SOURCE LOCATED IN THE IMMEDIATE VICINITY III N 5/0x6/ OPN6 N .9i9 O 0 U 10'-]1/1" 3/0X6/B OPNG I I \ �'�'` OF THE LANDING OF THE STA RNWY EXTERIOR L -- _ 5 '^L STAIRWAYS SHALL 8E PROVIDED WITH A LIGHT 10V _ n 1 SOURCE LOCATED IN THE IMMEDIATE VIGINffY OF THE N p �I O j h . - J6+' w.�s...em.� ry -� l 1 - 0 - TOP OF THE LANDING OF THE STAIRWAY.LIGHTING N KITCHEN m O v n 2/6X642 N in S® LINEN ® HERS y 1 DN 1. 1�l CONTROLS SHALL 8E ACCESSSLE AT THE TOP 1 SOrT�ANY tts.NOTES 4 OR MORE 515755 TO HAVE AT O OF EACH STAIRWAY WITHOUT TRAvERSING ., 1 12'-3 1/2" I� - m �a131,121 �o CABINET t, 16 151� � � LEAST ONE HANDRAIL RUNNING CONTRA/CUB THROUGH 'I Is 1 FULL LENGTH OF STAIR 34 M N.HT.3B MAX.HT.ENC - �LVS N '''...._„................:•,...........: so = 1 - 5 e R Q SHALL RETURN TO WALL 02 NENIEL POST OR CLUTE. 2/4X6/8 5 ty � HANDRAIL MUST BE STRONG ENOUGH C RESIST3' O' '- 6'-O" t0 11'1/2" - - J ,:::,,,i REN RAIL 200 L13.PT.LOAD N T HANDRAIL C ‘44.0 _ _- n - N F �-w p Q' OPEN TO �� ANY DIRECTICN.H N - 13E PRESENTON AT LEAS ONE SDE OF STAIR > - i HANDGRIP PORTION OF HANDRAILS S,ALL HAv£ ° y� /��� 2'-B 9/32" O p N I d I ! ---- ,,i BELOW 11._6.. : , Q ^'� CIRCULAR GROSS SECTION GF t'MM.a 1"MAz. �` 4-6'd P11�• ■ _ --- I� �,��; EDGES S+ALL HAV£A MM RADIUS CF I/8" ALL � r—.:i' JqJq' ® t n ,.,:4 N� _ �0 It, ��•� REQ1RED GUARDRAILS TO SE 36"MM.IN HEIGHT. - S 11w ' 1-9' SHLV3 > m d 4-0/e•SPHERE a SPHERE SHALL u 40 ���To? 0 ? ENTRY ,�+ _ o 07. SHALL NOT PASS NOT PASS THROUGH p _ \ ry 5 6 R S.D. �i UP "`` • 71-ROUGH • • o BATH vaX6/B_ N rc 3/4X6/B �.. 9' / 3_T �� 3r BR 2 13 l ' n 2 �I 1 _ u, \ 11/4X15/2 I 8/0X6/B el-PASS I ICN' 1 2/bzbi5_ p 2/8X6/8 C - X N In al 11-eve' nw o • \ -. � r,' IO�YI ^l"� a -004 12-1>2/ � 2 41 - - ✓668 ° m $L : EN m m1� noVCI HALL ,e 5D. •. O 11/8X101 6-9" 2-1" 3'-31/2"x \ IvbxsoFm ! 4_o, ,I1iiiii..iiiiI 4,4 �� S m ° .� BR 4 g o z-� 2 T a 3 Pi 6 BR 3 9 Nv 111,''''' LLN I-� T'MAX RSER HT mf"" iR C:.I v 1 _. --... - : vjAo 5 O '" .' 10/2X12/0 M 11/OXi 11, n r I ZR �ry 10'MM,TREPD DBh, ^ m K 2-t .... ._ -_ 1 m �I N - MUD xb B VES • PASS 1H1uRoVe+OPENING '^ '0 X I N N 3,0X6,0 /o bio ISH ... (.... ._ \ � 3'-a' U ATH 1 ,, kn FILE NAME • m _ ° p N m 5 B e-33i COVERED " STORAGE �� m �� , 1 GUARD 4 STAIR REQUIREMENTS v I -- - - a 1 N ` - m s945R-T-41-'14 PORCH 8 2/3X0/B. 1: A HANDRAIL TO ISE PRESENT CN AT ---DN - ,..Ltze EAST ONE SIDE CF STAARS. TI��°1°� 7 a 1 DN+- _. I O N.D..SAT `4I :2: -� '-,..tr tr • '��,l\ N --a1/3 1"PLYWOOD SHEATHING 10 ]1/2' b p1 ]'O- _ 'i 4._0'• _ l 040x6/4 T\ m0 L , 'I 1T-61/2 21.-0.. 3'-6" 3'-6" ]'-S V3" 1'-11" a'-3 1t-111/2- 10,,A111 - PLOTD '015 `' O" 1/4 tl'�� *99- N / 3 1'-101/a' � 2x6 CRIPPLE STUDS••ib O/c 1/3" 3'-6" 6-1 /. -6' A� HU5210 HANGER -�— \ ...�1 6'-21/2` / 11/18/2 2x13 STRINGER AT 16'0, EEE t ,C p G 1 I O N 2:12:19 PM 1 NOSING MM 3/a'MAXIMUM 2�AR GARAGE n !I 5700 ON STAIRS Vi/50.0 19/1 X23/0 / -I .. RISERS. , •K / _ N •It STAR AT FLOOR CONNECTIONS l'/^ n N a'-o• I o 0 NOSING MIN_3/4"MAxIMUM 1/4" n Y 1 REED ON STAIRS vv/SOLID 1� _ - �1 �q © UNFINISHED ; ry RIS2RS '�, I' 3x12 STRINGERS AT 16"O/c OO r 4---- ir 3/a°PLYWOOD LANDING SITS N / A - 1MI 1 1 E DAL JOIST m p ) 1110 b 5T.•16"O/c / II1O N N STAR AT LANDING CONNECTIOA-IS n ' ' ° SHEET N05MG MM.3/4'MAXIMUM 1/4" �\ REDD ON STAIRS NV SOLID i __ Enm RISeRe. '�� `\ \ \ a Floor 1z1151RIN6ER AT 16"oic ' 2/0x4/0 SH -voXx/0 IST x aV\\\ o��m��y�,o3/0X6/o SH :: Plana --- NAILER / / 6'_10.• / 3X4 ._., / / / / 3/4"FLOOR SHTG ��.� _ .I� JOSTORSLKG / s-o• / / ,� Jo5T5•16"o/c Main Floor Plan / STAIR AT WOOD FLOOR CONNECTIONS Upper Floor Plan 1/4 =1._0'. {�Ly 1/4"e 1'-O" / `S PT 6X6 1" P05 NOR ,.. DROP BEAM - a�1 U E I I . 71p s Ts ... 'r-14 o , " Oil E > o NO HEAL IN TRUSS NO HEAL IN TRUSS FOR BACK PATIO BEAM TRUxE5 a]NE4ER'O m I ,...> ^�J p. 1 gl PRE-ENGINEERm I I Q19 W Tn...D•oc. I L m I ..__:—.17.1----' - -—� 1 NDR �... HDR 1 i 1 IIII I.I 1.-O.. O� 1 ,FWSa BEAM 1 OI L - HDR __- :HDR— -..,N, _ ... TIC 71 _ �� ... 12/12 �I, IIl II v // 1= — =/B im C -- -- I ILL ... NDR. ':110// : \\ 12/12 PRE-Ex,GwEEREo 'yre "irc A _ F I i .... , , , , , , Sr,ISLAS..i HRH* , H. i'''t 77:1' "( g K e \- I \\ K T �. . m \/12 ., F- B x'~< ^ _ m I �, // '�r�J�-i� CM BEARING WALL 0E$ 1 - NO HEAL IN TRUSS FOR U.,*ROOF ie K I_ / H 1-. .� NT BEARING WALL �`— �— 2C • ��� 1rc PREENGIN®2ED p Fws+sEAM 1. TRU55E5•24"OC RIDGE PRE-ENGINEERED I r-* y� TRIGGS•24'•CG MT SEARING WALL III K RIDGE da Roof Plan , x i t v x A.v N v ..u.- `� : zx PPOST6 S BEA 12/12 DROP BEAM I-50 327 "/..... I- NCR cE� Ac _ _ . I • BEAM rc I o U g I° o 2 Try ,HDR a m 1° a � 1 1w II \ / II '� � I 12/12 Q I_ m e i /-\\ /%yyy\\��1 m {1 XI Ie I � BEA / N Il / \ a I FILE NAME 1N — - E-----I" 11/ \13 1I 245RT-41=2DRO11,21 / /// ,..., .HO OR BE I- 2/ 2/2 "- -- e REFER TO THE MANUFACTURES —- ORDER TRUSS SCALE PRE-ENGINEERED AT C 12/12 ". 1 6/12 a-6/12 " TRUSS LAYOUT FOR EXACT 1 K I indicated TRU.ES•DTCG �. .al— . - -6i LAYOUT AND SPECIFICATIONS. PRE-ENGINEEREDA„I° I': Upper Floor Framing O "iL—-— . G TRIrOE;•2a oc I 1/4•_1-0 PLOT DATE ° 11/16015 ff GIRDEx TRu55 1 cv 2:1221 PM �� Y RIDGE y Roof Framing FLASHING NOTE:USE APPROVED CORROSION RESISTANT I FLASHING IN ALL OF THE FOLLOWING AREAS: 0 GIROH2 TRU55 - - - - -_.__ 1 -C1, 1. AT THE TOP OF ALL EX I tPIOR WINDOW AND DOOR OPENINGS IN SUCH A _ _ _ GIRDER TRU. _. _,_1_ MANNER TO BE LEAK PROOF EXCtr I THAT SELF FLASHING WINDOWa S di k ---- O CONTINUOUS LAP OF NOT LESS THAN 1_"OVER THE SHEATHING MAI tKIAL a N I 12/12 AROUND THE PERIML I tK OF THE OPENING,INCWDING THE CORNERS DO NOT H g 1 REQUIRE FLASHING. �' 0 2. AT THE INTERSECTION OF CHIMNEYS AND OTHER MASONRY CONSTRUCTION WITH a 1- GIRDER TRUSS - __ FRAME OR STUCCO WALLS,WITH PRO..EGTN6 LIPS ON 50TH SIDES UNDER a- I }0__ _—_—_—_ "� —— y GIRDER TRIK.G �,.� - STUCCO COPINGS. —- m-—-—-—-—-—-—- -— CEILING VENTILATION: 1 'e " 5. UNDER AND AT THE ENDS OF MASONRY,W00D OR METAL COPINGS AND SILLS. 1 IyI� "g ROTC rc 4. CONTINUOUSLY ABOVE ALL PROJECTING W0OD TRIM. 0 a NOR HDR "' THE NET FREE VENTILATING AREA SHALL NOT BE S T 5. WHERE EXTERIOR PORCHES,DECKS,OR STAIRS ATTACH TO A WALL OR FLOOR __ LESS THAN 1/150 OF THE AREA OF SPACE TO BE SHEET w_ " ASSEMBLY OF 74005 CONSTRUCTION. ' - VENTILATED,EXCEPT THAT THE AREA MAY BE 1/ d GIRDER TRU55 \ 6. AT WALL AND ROOF INT tPSEGTONS. 300 PROVIDED AT LEAST 50%OF THE REQUIRED ,I '�¢¢'' VENTLATNG AREA 15 PROVIDED BY Framing A''--------_ --'�� --- 7. AT BUILT-IN GU' PER IRC SECTION R'103E. _ VENTILATORS LOCATED IN THE UPI-Em PORTON HDR OF THE SPACE TO BE VENTLAI NO AT LEAST 3 ` —__ SHEAR WALL BOTTOM PLATE HALING 4 ALL HALING AT PRESSURE TREATED PLATE REFER TO THE MANI l At•TURES rttI ABOVE EAVE VENTS WITH THE BALANCE OF ° MEMBERS SHALL BE HOT DIPPED ZING COATED AALV.STEEL OR STAINLESS STEEL NALS KtK IRC 319.3 FASTENERS FOR PRESSURE PRESERVATVE 6 PFOR JOIST LAYOUT OR EXACTHE REQUIRED VENTILATION PROVIDED BY EAVE EXACT THE THE OPENINGS SHALL BE COVERED WITH , RETARDANT TREAT EN4000 SHALL BE HOT DIPPED bALV.STEEL,STAINLESS CORROSION-RESISTANT METAL MESH 11TH MESH 5 t EEL,SILICON,BRONZE,OR PPER PE 5203.1 FS,CUT END OTCHES, AND DRII I FHOLES OF PRESSURE TREAIRV tGWOOD SHALLLL BE RETREAT D NO IN THE LAYOUT AND SPECIFICATIONS. OPENINGS OF 1/4"IN DIMENSION. FIELD IN ACCORDANCE WITH ANIPA M4. A4 • • GLUE LAMINATED MEMBERS: 1. ALL GLUE LAMINATED TIMBER BEAMS SHALL BE DOUSLAB FIR 24F-V4 AT ALL SIMPLE SPAN BEAMS AND GRADE 24F-V8 AT ALL CANTILEVER AND GO ITNUOUS SPAN BEAMS,UNLESS OTHERWISE SPECIFIED ON THE DRAWINBS. • 2. ALL GLUE LAMINATED TIMBER SHALL BE FABRICATED IN ACCORDANCE WITH ATG 117-,43 S MANUFAGNRIN6,USING DF LUMBER AND WA I tYPROOFIN6 ADHESIVE. EACH MEMBER SHALL BEER AN ATE IDENTFIGAT1ON MARK AND BE ACCOMPANIED BY AN ATC CERTIFICATE OF CONFORMANCE. m v 3. GLUE LAMINA tv TIMBER SEAMS SHALL HAVE CAMBER A5 INDICATED ON THE DRAWNBS. 73 !',S 3 4. ALLGLUE LAMINATED MEMBERS SHALL BE NOTCHED,SHAPED AND FINISHED AS PER PLANS AND / N SPECIFICATIONS. Z7,g 5. SEE SPEGIFICATONS FOR FINISH AND PRUI tCTON. > TT, SAWN FRAMING LUMBER- I F. ALL SAWN LUMBER SHALL BE DOUSLA5 FIR,545,&RADE:IN ACCORDANCE WTH WGLIB RULES PT,OF n vs 7 THE FOLLONUNG GRADES: Eq X41 -"1-m N. W m STUD,PLATES,HEADERS,BLOCKING =NO.2 COMPOSITION six,SHINGLES •� 4X BEAMS =NO.2 6X BEAMS,POSTS =NO.i � , m 2. ALL 2X LUMBER SHALL BE 5-DRY,U.N.O. a vRAm „�� G MIMI Is, - L1II 3. DOUBLE ALLJOISTS UNDER ALL PARALLEL PARTTONS. cR E<v RED m'VEK 4. PROVIDE PRESSURE TREATED(P.T)LUMBER AT ALL MEMBERS IN CONTACT WITH CONCRETE OR MASONRY. M. BATH M.SUITE] I� 15/4X14/0iift m •.. PLYWOOD SHEATHING• i I I V1 '.. 1. ALL SHEATHING SHALLBE PLYW�D,APA GRADED-TRADE MARKED C-D WITH EXTERIOR.EXTERIOGLUE AND ®1" 1 PANEL IDENTIFGATON INDEX. PANEL THICKNESS AND IDENTFGATION INDEX SHALL BE AS FOLLOWS: , A) ROOF SHEATHING =1/2"INDEX 32'16 - I 1 I I I I I I I ' IIII i I I' I III I IIIIII 1 fi„ B) 157 FLOOR =11/0"INDEX 50/48 TONGUE 4 GROOVE -- 2ND FLOOR =3/4"INDEX 48/24 - G) WALLS =1/2"INDEX 32/18 - It 11 I,. II II (""""1 2. FLOOR AND ROOF PLYPT005 SHALL BE INSTALLED WITH FACE GRAN PERPENDICULAR TO SUPPORTS - _ tt n AND END JOINTS SHALL SE STAGGERED. ' (( -t' Ini i y, 3. PROVIDE 1 PLY CLIP h'tK SPAN®UNSUPPORTED EDGE OF PLYWOOD ROOF SHEATHING WHERE KITCHEN O• 'FAMILY .. ......16/9X19/ ST w I I 4. BLOCK ALL WALL SHEAT?-IIN6 WITH 2X4 BLOCKING AT ALL ESBE5. j---� • o �� P , ^I M NAILING AND FASTENERS: 1. NAILING INDICA]tON PLANS AND DETAILS ARE"COMMON"NAIL-5. MINIMUM FRAMING,NAILING SHALL GONFCRM TO 2G...,03 IRC TABLE R6023(1).SEE DETAILS FOR ADDITIONAL TYPICAL NAILING - REGbUIREMENT3 SU65TTUTION OF NAILS OTHER THAN"COMMON"IS NOT FERMI tv WITHOUT PRIOR sr .-r n z ,t, t „y ,M APPROVAL. Cif) 2. POKER DRIVEN NAILS OTHER THAN'COMMON"15 NOT I-AIYMITTED WITHOUT PRIOR APPROVAL. 3. FL-11,00D NAILING SHALL BE A5 FOLLOWS: I A) ROOF SHEATHING=SD AT 5"O.G.AT ALL PANEL EDSE5 'I 8D AT 12 0.C.AT ALL INTERMEDIATE SUPPORTS - B) FLOOR SHEATHING 8D AT 6 0.C.AT ALL PANEL EDGES .31 I-I e ^ mrP"'RE- - Fr I- - Em _ SD AT 12 O.G.AT ALL INTERMEDIATE SUPPORTS I-I I - I-I I - KI 1-1I- I� -I - I I- I - - 1500 F5F FC G) WALL SHEATHING=BLOCK AL EDGES WITH 2X4 FLAT NAILING AS INDICA]tV ON:RATINGS rTHTE Section 1 4. ALLBOLT-SJ CONNECTIONS SHALL BE MADE W1TIH MACHINE BOLTS(M5)CONFORMING TO ASTH P30-f. ALL BOLTS AND LASS SHALL SE INSTALLED WITH STANDARD WROUGHT WASHERS,UNLESS NOTES OTHERWISE 3PrcEU TERIAL(SEE COS ��)�2'Mm. 5. JOIST HANGERS,HOLDONWS,AND OTHER FRAMING ACCESSORIES ARE REFERRED TO ON PLANS BY Pu�v>m�mG FELr EA carRSE Aao+e Ro PARTICULAR TYPE AS MANUFACTURED SY SIMPSON COMPANY-SAN LEANSRO,GA ALL HARDWARE IS ose sNTNG m° 3�na cR PLt mG� TO BE FASTENED PER MANUFACTURER'S SPECIFGATONS,U.N.O. s�rOOVARAFTERz�i ciG. ` 6. EPDXY ANCHOR SOL-TS INDICATED ON CRAWINSS SHALL BE AS I-IANUFAGIURED BY HILT CO OR .)4.)elo<"N-m msuL rsEE Gev Eia°GrruH e°.cELmG APPROVED EOUAL. DtF'H OF EMBEDMENT SHALL BE AS G?LLE:FOR ON THE DRAWINGS. INSTALL AS �� RECOMMENDED BY THE MANUFACTURER WITH G-20 ORGUT. IvsuL BAFFLE AT EAVE veers -'s Si ECTRIcx.amcroN3ox Paz ENTR FAN NOTE 3 7. SILLS AT WALLS SHALL SE BOL ti TO CONCRETE WITH\"CIAMt G�X 10"LONG ANCHOR 60LT3 OR\" SC solo aVEN SATE OF VENT env.vcre.s DIAMt I tK EPDXY ANCHOR BOLTS AT 4'-0"O.G.MAXIMUM AND WITHIN 1'-O"OF SILL PLATE ENDS, SCREENED veers AT 6 oc. ��-..R"+A� p. / CORNERS OR SPLICES,UNLESS DETAILED OTHERWISE. O I ON CPT 2%FASCIA L�, _-__ i ir..=,R.»xrmcN j' mP�(SEE e eTT w DEV cE voTE+s ,, Z\ 1 / FILE NAME SEN.wTEs),Tz GYM BD.1.5 i• 29451'2-T-41-T2 D^vGsE)EeG�E" - 1., .- - \SEAL ARamD ALL PENETRATIONS J , - R°_ in tDRAWNeY: FLOOR PER Nat_ UNHEAOVER SPACESs� L LILl MISCELLANEOUS NOTES: BD CELING PAaVER,�HCONT SYSTE,mCRAWLPACE °"� S°"°" - \ , I:L UNFINISHED - PLY. 1. SUPPORT RamG _ INN 1. EACH BEDROOM TO HAVE A MINIMUM ANDOW OPENING OF 51 5O FT YVIIN A MINIMUM WCTH OF 20 IN.AND A SO JOISTS III ,0 SCALE SILL LESS THAN 44 IN.ABOVE FM.PLR AND � a ALL L555-56 44 5'iS M 5 THE FLOOR,AND IGLAS 12 IN.OF ANY DOOR ARE TO HAVE TEMPERED GLNNG WxL .- - CONNECT TO THE-r,FITIING nal,THE VERT., 3 SKtt.IGHTS ARE TO BE GLAZED V'FH TEMPERED GLASS ON NT51LE AND LAMINATED GLASS ON MSOE(UNLESS m`-''L^rte-E'^�'E11, A$IIId IG2CEd PLEXIGLAS).GLASS TO HAVE MAXMUM CLEAR SPAN OF 25 M.,AND FRAME IS TO BE ATTACHED TO A 20 CURES TT mSulAT4'T�5 . ED PARALLEL TO THE LONG DIMENSION OF THE VWTH A MMMUM OF 4 IN.ABLE SOOT PLANE. EAR FReF>v TIG 'if,--.41 SE D NO CLOSER WAN 6 FEET r0 I ' k 4 ALL TAB AND 54010W ENCLC51RE5 ARE To BE SLOOP RUTH SAFETY GLASS OH.(SEE ELN+)STTIANG ON Ir M5 IA.52. 2 ..1 THE FOLNDA!ION WALL. - - \ PLOT DATE: 5. ALL EXTERIOR 4WNDONS ARE TO BE DOABLE GLA2ED'SANDCD ALL EXTERIOR DOORS ARE TO O SOLD CORE ON cRk"LLGPrCE(SEE GEN NOTES) � _ \ I. HEATHER STRIPPING. PRL/ICE\M DEADBCLT LOCKS ON ALL EXTERIOR COORS,AND LOCKING DEV ICES ON ►� TO THE EXTERIOR - \ 11/16/2015 ALL DOORS AND WIIEOHR WITHIN 10 FT.(VERTICAL OF GRADE,PROVIDE PEEP-HOLE 54-661N.ABOVE FIN eE O=rvOIKLCSEAELE D[51GN FLOOR ON EXTERIOR ENTRY DOORS. ,6a3 AT,a'O. \ / l� I 2:1224 PM A CONNECT ALL SMOKE DETECTORS(SEE PLAN FOR LOCATION)TO HOUSE ELECTRICAL SYSTEM AND INTER- CROATS SHOULD 3E A MmMM,3 AHP.,5 Var. CONNECT EACH ONE 50 THAT,TSNI-IEN(T ANY ONE 15 NEC /AK, Ol.1 TALL ALL SOUND. - I� ryry T. PROV IDE COMBUSTION AIR VENTS(HV SCREEN D BACK DAMPER)FOR FIREPLACES,NIGbD STOVES PND GILT NAILING 9 3 e U 4 APPLIANCES Wh1 AN OPEN FLAME ( L Z OCR RATE Wim Y CORNER)TA ,c LL S BAh1RQCM5 AND UTILIN ROOMS ARE TO BE VENTED TC THE OJT5IDE VWTH A FAN CAPABLE LP PRODUCING A ATE REFER TO NEAR �� MINIMUM OF 4 PIR EXCHANGES PER HOAR.RANGE HI.O•S ARE ALS]TO eE VENTED TO THE OUTSIZE. WALL SCHEDULE '''''L'-",,.... : f-3•OR 6.01A.VENT PPE _ m 9. 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