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2020.0021 FF DUPLEX Full Plans Black & WhiteIT r 7 0 ` ! !r' N' ON 1 ERA70N OF PAY`EN7 OF THE BUILDING FEE, WHICH I. GRAN Or IN G� S D . RANGE HOOD: `1505.1 GENERAL. DOME571C OPEN -TOP BROILER UN�TS SHALL NAVE A 205 ENEWY CODE REG�,Iii�EMENTS : :.EN&E: 5 PART OF 7HE PRICE YGU PAID FOR TH'5 PRODUCT, NORTHWEST HOME DESIGNING, METAL EXH4j57 +FOOD, -IAV!:NG ,4 M!NI UM TIS:CKNE55 OF 0,0151-',NGI� (0.3950 MM) (NC. T �, - US!vE FIGHT OF USE FOR NC., A5 LICEN5GR, GRAN & Oma, THE L.CEN5EE, A NON=XGN _ L 28 G-AUGE) WITH 1/4 ;NGI� (6.4 MM) CLEARANCE BE THE !OCD AND THE IL 51- ALL D �E��ING UNIT: .............._......- 1.5 GRED 'S THE PURF'G5E OF GCN15TRUC7ING ONE 57RUG-UR_ FROM -HESE DOGUMEN-S. NHC UNDERSIDE OF COMBUSTIBLE MATERIAL OR CABINETS. A CLEARANCE OF A7 LEAS? 24 DUELLING N'iTS LESS THAN 1500 SQUARE FEET IN CONDITIONED FLOOR AREA WITH LESS T - T� RE5ERVE5 AL_ R'IGHT5 NOT �XPRE5S'' Y GRANTED .--� _ICEN5EE. a MM) SHA! BE MAINTAINED BETWEEN -HE COCKING SURFACE AND THE INC :E5 (610 �� _ ARS FEET OF FENE&TR4TI0\ AREA. 4DD1-IONS TO EX1571NG BUILDING THAN 300 51QU EE COMBU5TIBLE 1,14TER'AL OR CABINET, THE HOOD SHALL BE AT LEA57 AS WIDE A5 THE _ GREATER 7H4N 500 SQUARE FEET OF HEATED FLOOR AREA Buz LESS THAN 1500 S 2. OWNERSHIP OF TECHNICAL D R4V!NGS: NHD RETA!\5 THE -!TLE 11 USC RIGHTS AND BROILER UNIT, EXTEND OVER 7HE ENTIRE UNIT, D'5CH4RGE TO THE OUTDOORS AND BE QU ARE FEES. OWNERSHIP OF THESE GON5TRUC-ION DOGUMEN-5 AND ALL 5U56EQUEN7 COPIE5 OF EQUIPPED j'IT-1 A BAGKDRAFT DAMP=R OR OTHER ME4NS TO CONTRA "'' GA ESS OF -HE FORM OF THE ORIGINAL AND/OR OTHER COPIES. HE WORK RE RDL INFILTRA-ION/EXFILTRATION WHEN NOT IN OPERATION. BROILER UN175 INCORPORATING!. 2. `EDIUM DWELL:AG JNTT:.............._.. 3.5 CRLDI 5 , -' . ORIGINAL OCU`ENTS WHATSOEVER. HI„ NO7 4 54LL OF ID AN INTEGRAL EXI-IAU5T S`'57E'', AND L15TED AND LABELED FOR USE WIITHOUT AN ALL DUELLING UNITS THAT ARE NOT ING' DED :N I OR #3. :5 EXHAUST HOOD, NEED NOT HAVE AN EXHAUST HOOD. EXCEF70N: DWELLING UNITS 5ERVING R-2 OCCUPANCIES SHALL REQUIRE 2.5 CREDITS. a-� Y N5: HE5E TEGHNGAL DRAWINGS AND THE ACCOMPANYING 25TRICT!O SPACE HEATING 5Y5TEM 15 ZONAL ELECTRIC HEATING, A DUCTLESS HEAT PUMP SYSTEM o cco .. ��P M4-- [ALS ARE COPYRIGHTED. UNAUTHORIZED COPYING OF ?HESE DOCUMENTS 15 EXHAUST OPENING5: M"506.3 EXHAUST OFENING5. AIR EXHAU57 OPEN!NG5 SHALL TER- 3, ... 4.5 GRrDI 15 LARGE DWELLING UNI' :................... t `R Y = R I D=N. YOu MAY BE HELD LEGALLY RE5PCN5IBLE FOR ANY Ex, BL55� O. B D MINATE NOT LE55 THAN 3 FEET (914 MM) FROM PROPERTY LINE5± 3 FEET 0914 MM) DWE;-LING LX!T5 EXCEEDING 5000 SQUARE FEET 0;:CONDITIONED FLOOR AREA. _ ^, r r OR ENCOURAGED BY YOUR FAILURE TO RG�7 INrR:NGE:I'1zEN : THAT 5 �A�SED E FROM OPERABLE AND NONOPERABLE OPENINGS INTO THE BUILDING AND 10 FEE- EXCEPTION: DWELLING UNIT5 5ERVING R-2 OCGUFANCIE5 SHALL REQUIRE 2.5 CRED''IT5. .0 ABIDE 5`' THS 7ER"15 OF TH15 4GBEEMENT (3048 MM) FROM MECHANICAL AIR INTAKES EXCEP- WHERE THE OPENING IS LOCATED L0 3 FEET 0914 M`) ABOVE THE AIR INTAKE. OPENINGS SHALL COMPLY WITH SECTIONS L ADDITIONS LESS'THAN 500 SQUAB= FEET:. 0.5 CREDITS � - R7Oa, H=�� HN!CAL DRAWINGS ARE LICENSED TO YOU -RAN. =R RE5TRIC:IONS T: Er -E 7EC 8303.5.2 AND R303.6, THE DRAWINGS !NGLJDED W7H THE 5U!LDiNG FERMI7 4FPLICA7ION SHALL IDENTIFI'" `AY NOT BE 7RANSFERRED 70 ANYONE ELSE WITHOUT THE PRIOR WRITTEN ONLY, AND _ ! i ' `" MP N NTS !\STALLED INSIDE THE CONDITIONED ALL HEATING AND COC�.NG SYSTE: i CO O E WHICH OPT!ON5 HAVE BEEN SELECTED AND THE POINT VALUE OF EACH OPTION, , Tu; G INC.. !N NO =VENT MAY YOU TRANSFER, OF NOB:::IEST HOME D=SLxNIN EXHAUST DUCTING: M503.1 GENERAL. RANGE HOODS SHALL DISCHARGE TO THE OUT- ® REGARDLESS OF 'WHE-HER 5EP4R4TE 1'1EGH4NICAL, PLUMBING, ELEGTRIGAL, OR OTHER ��r' .0\SENT E 455GN, RENT, LEA5E SELL, OR O-HERWI5E DI&FO&E OF THESE CONSTRUCTION CT! TI _ � AV A 5MC07H DOORS THROUGH A DJC:.:HE DUC SERVING THE HOOD SHALL H E �� T �; � � PERMS,S ARE a IL�ZED FOR THE : KCJ� . . DOCUMENT5, INTERIOR SURFACE, 5HALL BE AIR TIGHT, SHALL BE EQUIPPED WITH A BACKDRAFT w DAMPER AND SHALL BE INDEPENDENT OF ALL OTHER EXHAU5 - SYSTEMS. DUG75 U' 5. MSCELL4NEOUS -H'�5 AGREEMENT i5 GOVERNED BY 7HE LAW& OF THE STATE OF 5ERVING RANGE HOODS SHALL \C7 TERMINATE IN AN 4TTIC CR CRAWL 5P4CE OR TABLE �� EN RGY Q=ITSS (DEBITSJ) W45HNGTON. NEITHER NHD NOR ANYONE ELSE WHO 15 INVOLVED IN 7HE CRE47;ON, AREA5 INSIDE THE BUILDING. MIO\ MWeRP110 CIM211fSJ) PRODUCTION, OR DELIVERY OF THIS PRODUCT SHALL BE L'':45LE FOR ANY D!REG7 ALL METALLIC DUGT5 LOCATED OUTSIDE THE CONDITIONED 5PACE MJ57 HAVE BOTH OR INDIBEG- CON5EQUENTiAL, OR INCIDEN74L DAMAGES. VIOL,4TION OF THE TERMS HEATING: !RG 8303.9 EVERY DWELLING UNIT SHALL BE PROVIDED WITH HEATING A 14 EFFICIEN- BUILDING ENVELOPE 14: 0.5 OF TH15 AGREEMENTARE 5UBJEC- i TO A M INIMUM FIFTY THOUSAND 050,000.00) 5HOULD YOU HAVE ANY QUE5T O NS CONCERNING TH15 AGREEMENT, FACILITIES CAPABLE OF MAINTAINING A MIN. ROOM TEMPERATURE OF 68° F 47 PONT 3' ABOVE THE FLOOR AND 2' FROM EXTERIOR WALLS IN ALL HABITABLE RCOM5 PRE5GR.PT!VE COMPL !ANGE I5 BA5ED GN TABLE 8402-1-1 w1 -H THE FOLLOWING DOLLAR PENALTY. OR IF YOU DESIRE TO CONTACT NHD FOR ANY REASON, FLEA5E WRITE U5 4T: NHD AT THE DESIGN TEMPERATURE. MODIFICATIONS: MARKETING DIVISION: 4924 109TH 5T. S.W., LAKEWOOD, WA 98499 OR CALL (253) HEA 'NIG TYPE: HEATING- TYPE AND FUEL SHALL BE SELECTED BY THE OWNER. ALL FENE57RA'ION U .= 0.28 FLOOR R-38 584-6309, WARM AIR FURNAGE5 5HALL BE L157ED AND LABELED BY AN APPRO ED AGENCY SLAB ON GRADE R-10 FER:METER AND UNDER ENTIRE SLAB AND INSTALLED TO LISTED 5PECIFIC,4711ON5. 5ELOW GRADE SLAB R-10 PERIMETER AND 'ANDER ENTIRE 5LA5 MPOR74NT NOTICE: ELECTRIC RESISTANCE NEAT AND DUCTLESS HEAT PUMP5 ARE NOT PERMITTED UNDER OR THE PLAN YOJ ARE REGEIV':NG I& DESIGNED TO BE 5OLD THROUGHOUT `'ANY ^ 'HI H ARE FOUND IN THE UNITED STATES. 45 AND BUILDING GODS W G F!REBLCGKING: 8302.1' F!RE5LOCKING. IN COMBUSTIBLE CONSTRUCTION, FIREBLOCKING COMPLIANCE BASED ON SEGi!ON 8402.'.4: REDUCE THE TOTAL UA BY 5%. JURI5D!CTION& �-T ,.,« ' r� v- r. aI N THESE J�R15D!CTIONS AND REQUIRE: �N75 I :4Y VAR I HE:,E SANS WERE DES,G ED r^� I N- OIH DRAFT OPENINGS B N A OPE � T A GO CE LED DR vl 7C GJ OFF ALL HA PROVIDED 5 LL BE P c: c�� - TI NA OR7/`N4NCE5 70 THE 'INTERNA-10N4L RE5-I�EN7141 CO.�E AND RELATED NA O L `r'ERTIC4L AND HORIZCN74L/' AND TO FORM AN EFFEC-IVE FIRE BARRIER BETWEEN 15 EFFICIENT BUILDING ENVELOPE 15: .0 PRESGR'PT'VE GGYPLIAINGE 15 BASED ON 745_'=_ 8402.''.1 JJI7H T+�E FOLLOWING ONLY, AND MAY NCT COMIFL— U'TL, SPEC1=!C JuR5D`GTIONAL CODE5 AND 570RIE5, AND BETWEEN A TOP STORY AND THE ROOF 5PACE. FIREBLOGKING SHALL _. 5FEC'IFICATION5± -HEY WILL BE SUBJECT -G CHANGE AND VARYING INTERPRETA71ON5. BE PROVIDED IN 'WOOD -FRAME CONSTRUCTION IN THE FOLLOWING LOCATIONS: `CD!F!CAT(CNS: THE PURCH45ER MU&T ENSJRE TH,47 THE PLANS LY WITH ALL LOGAL, 45 1. IN CONCEALED SPACES OF S -JD WALLS AND PARTI-IONS, INCLUDING FURRED =ENE&TRAT!ON U .= 0.25 WELL AS NATIONAL 5U!LD!NG CODES AND REQU4REMENT5, WHICH ARE APPLIGABLE 5PACE5 AND PARALLEL ROW5 OF STUDS OR STAGGERED STUDS, 45 FOLLOWS: WALL R-21 PLUS R-4 FOR 744E &FECIF!C 517E AND &-RUC-URAL ENGINEERING REQJIREMENTS. BEFORE I.I VERTICALLY AT THE CEILING AND FLOOR LEVELS. FLOOR R-38 BASEMEN- WALL R-21 INT FL U5 R-5 GI BEGINNING CONS-RUCTICN, PJRCHA&ER MUST HAVE FLAN5 REVIEWED BY A LICENCED 1.2. HORIZONTALLY AT 'N7ERVALS NOT EXCEEDING 10 FEET(3048 MM). :: T HORIZONTAL STH A ENTIRE S B AN �' ,�N � � L -: M R D D_R SLAB CN GRADER 0 ER STRUC-URA ENGINEER WHO WILL PROVIDE ANALYSIS, CALCULATIONS, DRAWINGS, AND 2, A7 ALL IN 1710N5 BE .WEEN CONCEALED VER-'IGAL AND : _ _: BELOW GRADE 5LA5 R-10 PERIi4ETER AND UNDER ENT77:RE 5L45 DATA (INCLUDING His OR HER LICEN5EE 5TAMP") WHICH W tiL BE 5UBMITTED (WHERE 5PACE5 SUCH A5 OGGUR A7 5OFFIT5, DROP GEILING5 AND COVE CELING5, T ,- REQUIRED) WI ; H TNE&E DRAWINGS AND SPED';FICA: IONS TO THE LOCAL BJ;DING THESE DOCUMENTS LEGALLY INVALID AND - .!il t � c, t t T THE AN BO T � oM of 3. IN CONGEALED SPACES B� WEEN S AIR STRINGER.. A E OP D THE RUN. ENCLOSED 5PACE5 UNDER STAIRS SHALL GOMPLY WITH SEG -TION 8302.7, OR CO""PL'IANGE BASED ON SECTION R402.'I,4: REDUCE THE TOTAL U4 BY 15io. OFFICIALS. FAILURE TO DO 7H15 RENDER5 Z ABSOLVES NHD OF ANY L .45i 1-Y (EXPRESS OR IMPLIED) WITH REGARDS TO PUNITIVE 4. A- OPENINGS AROUND VENTS, PIPES, DUG75, GABLES VIRES AT CEL!NG AND FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RE&15- 7HE FREE 1C EFFICIENT BUILDING ENVELOPE 1C: 2.0 pA`AGES. PASSAGE OF FLAME AND PRODUC75 OF GOMSU5TION. THE MATERIA LL NG THIS FRE5GRIFTIVE COMP!_!ANGE 15 B,45ED ON 7,45E E 8402.1.1 'WI7H THE FOLLOWING APPROVED PLAN5: IRC 106.3.1 ANNULAR 5PACE SHALL N07 BE REQUIRED 70 MEET -HE 4571'1 E !36 REQUIREMENTS. `ODIFIC4TION&: _ WHEN 7H� BUiLDING OFF`,CI,4L 155JE5 A G ONSTRUC�:ON DCCJM�N-S. WH_ 5. FOR THE FIREBLOGKING OF CHIMNEY5 AND FIREPLACES, SEE SECTION 81003.19. AT -HE LINE FENESTRA -!ON U .= 0.22 CEILING AND SINGLE-RAFTE R OR JOIST-vALTED 8-49 ADVANCED ERM'- THE CONSTRUC-ION DOCUMENT SHALL BE APPROVED IN WRITING OR BY A 6. FIREBLOC<ING OF CORNICES OF A TWO-FAMILY DWELL NG 15 REQUIRED 'd AML UP ^""' STATES "REVIEW=D AOR COD= COMF'I 14NCE'I ONE 5ET OF OF DWELLING UNIT SEPARA-ION WOOD FRAME WALL R-2' !N� �_US R-12 C CONSTRUCTION DOCU'"IEN-S SO REVIEWED SHALL BE RETAINED BY THE BUILDING OFFICIAL, THE 07HER SE7 SHALL BE R=%R\ED fi0 THE APPLICANT, 5HALL BE KEPT AT THE SITE OF 'uJORK AND &FALL BE OPEN TO IN5P+EGTIGN BY THE 5JILDING OFFICIAL OR HI'S OR HER AJTHORIZED REPRESENTATIVE. FREMI5E5 IDENTIFICATION: 83'9.1 4DDRE55 IDEN7IFIC47ION. BUILDINGS SHALL BE ;= I ANT ICA- PBOViDED WITH APPROVED ADDRESS ��.�ENTIF!CAT ON. THE ADDRESS D_ T ON 544_L BE LEGIBLE AND PLACED IN A P05I71 ION -HAT 15 V1515LE FROM -HE 6 -REE- OR R04D FRONTING THE PROPERTY. ADDRESS iDEN7 IF'- CA. ION CHARAC-ERS SHALL GON7RA5T WITH THEIR 54CKGRCUND. 4DDRE55 NU`IBER5 5-4"1L 5E ARABIC NUM5ER5 OR 4LFHA5ET':CAL LE-- -ERS. NU''1BER5 SHALL NOT BE SpE�LED OUT. EACH CHARACTER &HALL BE NOT LE55 7i -AN, 4 NCHES (102 `^M) IN HEIGHT iTH A STROKE WID-� OF NOT !ESS T+ AN 0.5 INCA (12,7 "1M). W+IERE REQUIRED BY THE ='RE CODE GFFIC AL, ADDRE55 'DENT!FiC4T ON SHALL BE PROVIDED IN AD'ITIONAL APPROVED LOCATIONS TO =ACILITA-E EMERGENCY RE&FONSE, WHERE ACGE55 15 BY `E,4\5 OF A FRI��ATE RC AD AND THE 5J �DI\G 4DBESS GANNO BE VIEJ)ED FRO"' THE PUBLIC W4Y, A MONti`E\T, POLE OR OTHER &1GN OR `E,4N5 SHALL BE U5ED TO IDY - EN- T FHE 57RUCTURE. 4DDRE5& IDENTIFIG4TION &HALL BE M4'NT41NED. GROUNDED OUTLE-&: ALL RECEPTACLES &H4LL BE GROUNDED TYPE. RECEPTACLES LOCATED IN <TCHENS AND BATHS SHALL BE INSTALLED ABOVE THE WCR< TOP . OTHER RECEPTACLE5 SHALL BE :N5TALLED AT 12" VERTIC4_L' 45OVE THE FLOOR; -N-E55 SHOWN OTHERWISE ON 744E DRAWING5, IALL SWITCHES: ''ALL 5WI7CHE5 &HALL BE IN574LLED X211 ABOVE THE FLOOR, 'JNLE55 OTHERWISE 5H0WN CN 744E DRAWINGS. M'305.1 AFFL'4NCE ACCESS FOR ON SERVICE, REPAIR AND REPLACEMENT. 4PPL ANCE5 &HALL BE ACG &SfSL E FOR '\SPEC- -ION, SERV CE, REPAIR AND REP'�AGE`EN w17HOUT REMOVING PER- MANENTGONSTRUGTIO\, C7HER APPLIANCE5, OR AN`' OTHER PIPING OR DUCT5 NOT CONNECTED TC -HE APPLIANCE BEING \SPEGTED, 5ER- VICED, REF41RED GR REPLACED. 4�EVEL WORKING &FACE NOT LE55 THAN 30 NCH--_& DEEP AND 30ING-4E5 'WIDE (1(o2 MM BY 162 MM) 544LL BE FRCV'IDED IN FRONT OF THE CONTROL 5!DE TO SERVICE AN APPLIANCE. APPLTANCE5 LOCATED !N GARAGE: `3013 ELEVATION OF IGNITION SOURCE, APPL'ANGE5 HAVING AN IGNITION SOURCE SHALL BE ELEVATED 15/UCH THAT THE 5OURCL OF 'iG\ TT:ON '5 NOT LE55 THAN la INCHES (451 MM) ABOVE THE FLOOR IN G4RAGE5. FOR HE PURPOSE OF 74415 SECTION, ROOM5 OR SPACES THA- ARE NOT PAR? CF THE LIVING 5P4CE OF A DWELLING UNIT AND THAT COMMUNICATE JiTH 4 PRIVATE GARAGE THROUGH OPENINGS 5HALL BE CO\5IDERED 70 BE PART OF THE GARAGE. M'3073.' PROTECTION FRC` IMPACT. 4PPLIANCE5 SHALL NOT BE IN57ALLED iN 4 LOCATION SJBJECT TO VEHICLE DAMAGE EXCEPT WHERE PROTECTED BY 4FPROVED 54RBIER5, CBOT -E5 DRYER5: "'1'502.3 DUCT 7;ERM NA -'ON. EXtl=AU5T DUG75 SHALL TERMINATE ON `HE OUTSIDE OF THE BUILDING. EXHAUST DC7 7ERMIN,4710N5 SHALL BE IN 4CGORD4NCE WITH THE DRYER `ANJFAC T URER'5 INSTALLATION NN5TRUCTION5. IF THE `A\UFACTURER'S IN5T8UG7!ON& DO NOT SPECIFY A-ERM!NA71GN LOGA'7 ION; THE EXHAJ57 DUG- 5H4LIL-ERMINA-E \07 LE55 THAN 3 FEET (914 MM) IN ANY DIRECTION FROM OPENING& TNTC SU:LDINGS EXH41 5T D'JC7 TERMINATIONS SHALL BE EQUIPPED JJITH A 54CKDR4F7 DAMPER. SCREENS 5H4LL NOT BE INSTALLED AT THE DUCT TERMINATION. M1502.4L.1 THE MAXI"U' LENGTH OF THE EXH4U57 DUGT &-4ALL BE 35 FEE- ("620 MM --ROM THE CONNECTION TO THE TRANSITION DUCT `- BCM THE DR? "ER -0 THE OU-' ET TERMINAL. DUCT LENGTH `US- BE REDUCED BY 2'-6" FOR 45° BEND & 5F- FOR 90° BEND FOR 4 4" EXHAUST F'PE. FLOOR R-38 5A5E`EN7 WALL R-21 INT P_US R-12 GI SLAB ON GRADE R-10 PERIMETER AND ,ANDER ENT RE &LAB BELOW GRADE 5LA5 R-10 PERIMETER AND UNDER ENTIRE SLAB 0R COMPLI4NCE 54SED ON 5EC"7ION 8402.1.4: REDUCE THE TOTAL U4 BY 30% ID° EFF;CIENT BUILDING ENVELOPE ID: 0.5 FER5CR.P7VE ON SEG -';ON R402.1.4 WITH THE FOLLOW!\G `CD'FIGATIONS: VER -!GAL FENE5TR47ON U=0.24 24 AIR LE4K4GE CONTROL AND EFFICIENT VENTILATION 24: 0.5 GOMPLI4NCE 545ED ON 2402.4.1.2: REDUCE "HE 7E57ED AIR LEAKAGE TO 3.0 A.R CH4\GE5 PER HOUR MAXIMUM AND ALL WHOLE HOUSE VENTILATION REQUIREMENTS AS DETERMINED BY SEC -'IC\ M507.3 OF 7HE IN7ERN,47iONAL RESIDEN-IAL CODE 544,4__ BE ME7 WITH A HIGH EFFICIENCY .FAN (MAXIMUM 0.35 W47T5/CFM), NOT INTERLCGKED WITH' -HE FURNACE FAN VEN7ILA7ION SYSTEMS U51NG A FURNACE INC; UDING AN ECM MOTOR ARE Al OWED, PROVIDED THAT ':`ODE. T EY ARE CONTROLLED TC OPERATE AT LCJJ SPEED N vENfiILATION ONLY ODS. TO QUALIFY -0 GLA'l TH!5 GREDiT, THE BUUILDING PERMIT DRAWING& SHALL SPEG'FY 7HE OPTION BEING SELECTED AND SHALL 5PECIFY 7 H OPTION 5E NG 5ELEGTED AND SHALL 5PEG'F'' THE MAXIMUM TESTED 5uILD'iNG AIR LEAKAGE AND SHALL SHCW THE QUALIFYING- VENTILATION 5Y5TEM, 25 AIR 'LEAKAGE CONTROL AND EFFCIEN7 VENTILATE ION 25: 1:.0 CO`PL'IANCE BA5ED ON SEC -'ION R402..1.2: REDUCE THE TESTED AIR LEAKAGE TO 2.0 AIR CHANGES PER HOUR "'lAX1`Ut' AND ALL WHOLE HOU5E VEN*ILA-ION REQUIREMENTS AS DETERMINED BY SECTION M'501.3 OF -HE :N7ERN47!ONAL RE5IDENTI4: CODE STA_'- BE ME- WI7H A HEA7 RECOVERY VEN7LAT!ON 5Y5TE1'1 WITH MINIMUM SE\5!5LE HEAT REGOVERY EFFICIENCY OF 0.10. -0 QUALIFY -C GSA M THIS CREDIT, THE BUILD'N G PER1,117 DRAWINGS SHALL SPECIFY THE OPTION BEING SELECTED 4ND SHALL 5PECIFY -HE `4X"''UM TESTED BUILDING AIR LEAKAGE AND SHALL SHOW THE HEAT RECOVERY VEN-iLAT':ON 5Y57EM. 2C AIR !�E4<4GE CONTROL AND =_=F1GIEV VENTI.L,47ION 2C: COMPLIANCE E3,45 -ID ON 5EC-ION 8402.4.1.2: REDUCE THE TESTED AIR LEAKAGE 70 1.5 AIR CHANGES PER HOi R MAXIMUM AND ALL WHOLE HCU5E VENTILATION REQUIREMENT5 45 DETERM'NED BY SEGTICN MS01.3 OF 7HE N -EBNA -ZONAL RE5'DEN71AL GORE 5HALL BE ME- JITH A HEAT RECOVERY VENTILATION 5Y57EM WITH MINi`UM SEN5'IBLE HEA- RECOVERY EFFICIENCY OF 0.85, TC QUALIFY -0 GLAIM THIS CREDIT, THE BUILDING PERI 117 DRAWINGS SHALL &PEGIFY THE OPTION BEING 5ELEG7ED AND SHALL 5PEGIFY THE MAXIMUM TESTED BUILDING AIR LEAKAGE AND SHALL 5HOJ THE HEAT RECOVERY VENTILATION SYSTEM. 3A HIGH EFFICIENCY HVAC EQUIPMEN7 34: ;.0 GA5, PROPANE OR OIL -FIRED FURNACE WITH MINIMUM AFJE OF 940, OR GA5, PROPANE OR OILED FIRE BO LER WITH MINIMUM 4FUE OF 'K% 70 QUALIFY TO CLAIM 74415 CREDIT, THE BUILDING PERM17 DRAWING5 SHALL 5PEC!FY THE CF71CN BEING SELEC7ED AND SHALL SPECIFY THE _EATING EQUIPMENT TYPE AND THE MINIUM EQUIP`EN- EFFICIENCY, 38 H!GH EFFICIENCY HV4G EQUIPMENT 35 AIR -SOURCE HEAT PUMP WITH 0 MINIMUM H5P= OF 8.5 TO QUALIFY TO CLAIM TH'I:5 CREDT, 744E BUILLDING PERMIT DRAWINGS 5114LL 5PECIFY THE OPTION BEING 5ELEC-ED AND SHALL SPECIFY THE HEATING EQUIPMEN7 TYPE AND THE M NI`UM EQUIP`EN- EFFICIENCY. 3C HIGH EFFIGIENCY HVAC EQUIPMENT3C: 2.0 CLOSED-LOOP GROJND 5OACE HEAT PUMP= WITH A MIN'`U` COP OF 3.3 OR OPEN LOOP WATER SOURCE HE4- PUMP 'WI -H A MAXIMUM PUMPING HYDRAULIC HEAD OF 50 FEET AND MiNIMJ` COP OF 3.6 TO QJALIFY TO CLAIM TH15 CREDIT, THE BUILDING PER''1117 DRAWING5 51 -IAL® 5PECIFY THE OPTION BEING SELECTED AND SHALL &PEGIFY THE HEATING EQUiPMEN7 TYPE AND THE MINIMUM EQUIPMENT EFFICIENCY. 0 31D HIGH E:: ICIENCY HVAG .=QUIPMEN7 3D: 1.0 DUG7LE55 5PLIT 5Y5?EM HEAT FUMF5, ZONAL CONTROL: IN HOME5 WHERE THE FRIMARY SPACE HEATING 5Y5TEM 15 ZONAL ELECTRIC HEATING, A DUCTLESS HEAT PUMP SYSTEM o cco SHALL BE IN5-ALLED AND PROVIDE HEATING TO THE LARGEST ZONE OF THE HOUSING UNIT. T FF r ? I7 SPECIFY D. :G QUALI, Y .O CLAIM THIS CREDIT, TH=� BUILDING :ERM RAVINGS SHALL THE OPTION BEING SELECTED AND SHALL 51=>ECIFY THE HEATING EQUIPI'1EN7 TYPE AND L0 THE MINIMUM EQJIPMENT EFFICIENCY. /I HIGH EFFICIENGY HVAC DISTRIBUTION 5Y57E`111: 1.0 ~ ! i ' `" MP N NTS !\STALLED INSIDE THE CONDITIONED ALL HEATING AND COC�.NG SYSTE: i CO O E SPACE. THIS INCLUDES ALL EQUIPMENT AND DISTRIBUTION SYSTEM COMPONENTS SUCH ® . 45 FORCED AIR DUGT5, HYDRON.0 PIPING, HYDRONIC FLOOR HEATING LOOP, CONVECTORS AND RADIATORS. ALL COMBUSTION EQUiPMEN7 5HALL BE D'!!RECT VENT w OR SEALED COMBUSTION. U' FOR FORGED AIR DUCT5: A MAXIMUM OF 10 LINEAR FEET OF RETURN DUGT5 AND 5 LINEAR FEET OF SUPPLY DUCT5 MAY BE LOCATED OUTSIDE THE CONDITIONED &PAGE. Cy) ALL METALLIC DUGT5 LOCATED OUTSIDE THE CONDITIONED 5PACE MJ57 HAVE BOTH TRAN5VER5E AND LONGITUDINAL JGiNT5 SEALED W! -H MASTIC. IF FLEX DUG75 ARE U5ED, T4I IG S. FLEX DUCT CONNECTIONS MUST BE MADE W'TH NYLON THEY CANNOT GON N SPL E L�. D 5TRAP5 AND IN57ALLED U5!NG A FL,45-1C STRAPPING TENSIONING TOOL. DUCTS LOCATED OUTSIDE THE CONDITIONED SPACE MU5T BE IN5JLA7ED TO A MIN IUM OF R-8. �- LOCATING SYSTEM GOMPONEN75 IN CONDITIONED CRAWL SPACES 15 NOT �`RuI-TED oo E UNDER TH15 OPTION, Lo 0 ELECTRIC RESISTANCE NEAT AND DUCTLESS HEAT PUMP5 ARE NOT PERMITTED UNDER ?H15 OPTION.#A C6 coLo DIRECT GOMBU5710N HEATING EQUIPMENT W1 -4 AFi E LE55 THAN &0% 15 N07 PERMITTED c: UNDER TH15 OPTION_ N cu TC QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DR41ING5 SHALL 5PECIFY _. 744E OPTION BEING SELECTED AND 5H4L'L 5FEC'FY THE HEATING EQUIPMENT TYPE AND 0 - SHALL SHOW THE LOCATION OF THE HEATING AND COOLING EQUIPMENT AND ALL THE C (u DUCTWORK.Ul Ifte 0 E ' 54 EFFICIENT WATER HEATING 54: 0.5 00 ALL 5;-40WERHEAD AND KITCHEN 51NK FAUCET5 !N5TALLED !N THE HOU5E 5HALL BE C RATED AT 1.75 GPM OR LESS. ALL OCHER LAVA70RY FAUCET5 5H4 BE RATED AT 1.0 GPM OR LE55. P GIFY: BUILDINGDIG PERMITDR: AWINGS &HAL_ & To QJ4 LFY ToeLAIM THISCR. EDIT 744EB m Z THE OPTION BEING 5ELEGTED AND 514ALL SPECIFY THE MAXIMUM FLOW RATES FOR ALL FUET.SHOWEBHEADS KTGEN &IN I . K FAJGETS 4N„� OTHER LAVATORY 55 EFFICIENT WATER HEATING 55: 1 Q% 0 WATER HEATING SYSTEM &HALL INCLUDE ONE OF THE FOLLOWING: GAS, PROPANE OR OIL E � WATER HEATER WITH A MINIMUM EF OF 0.74 OR 'd AML UP WATER HEATER HEATED BY GROUND SOURCE HEAT PUMP MEET ING THE REQUIREMENTS W OF OFT I CN 3G. OR FOR R-2 OCCUPANCY, A CENTRAL HEAT PUMP WATER HEATER WITH AN EF GREATER THAN 2.0 THAT WOULD SUPPLY D -LJ TO ALL -HE UNI75 THROUGH A GEN7RAL WATER ••J LOOP !N5ULATED WI7H R-8 4'IN!MJM PPE IN5U-AT ON. PERM17 DRAWINGS SHALT_ SPECIFY 10 QU4LIFY TO GLA M TH15 CREDIT, THE BUILDING THE OPTION BEING 5ELEG7ED AND SHALL 5PEECIFY THE 'WATER HEATER EQUIPMENT TYPE AND THE MINIMU' 1 EQUIP'`ENT EFFICIENCY. 5C EFFICIENT WATER FEAT NG- 5G f.5 W WATER HEA -.NG 5Y57EM &HALL INCLUDE ONE OF -HE FOLLOWING: 0 W GAS, PROPANE OR OIL WATERE.ATER WITH A EF OF 0.82 �/ OR SOLAR WATER HEATING SUPPLEMENTING A M1N(i"1U` STANDARD WATER HEATER SOLAR C� WATER HEATING WILL PROVIDE 4 RATED MINIMUM &AVING& OF 85 7HERM5 OR 2000 KWH BASED ON THE SOLAR RATING AND CER"'FICAT'ON GO, PCRA-ION (5RGG) ANNUAL PERFORMANCE OF 0G-300 CERTIFIED SOLAR WATER HEATING SYSTEMS OR ELECTRIC HEAT PUMP W4TER HEATER J -H 4 MINIMUM EF OF 2.0 AND MEETING THE 0) STANDARDS OF NEE4'5 NOR-HERN `MATE 5PEGIF!C,4710N5 FOR HEAT PUMP WATER HEATERS OR �- WATER HEATER HEATED BY GROUND 501.,,IRGE HEAT PUMP MEE TING THE R.EQUIREMEN75 OF OPTION 3C. TO QJ,4LIFY 70 GLA'M THIS CREDIT, T?-'�E BUILDING PER'117 DRAWINGS SHALL 5PEGIF' TD 5HALL &FEGFY THE WATER HEATER EQUIPMEIN7 TYPE HE OPTION BEING SELECTED AN AND THE MINIMUM EQUIPMENT EFFICIENCY AND, FOR SOLAR WATER HEA -!NG 6Y57'EM5, T=IE CALCULATION OF THE MINIMUM ENERGY 5A,lING5. 50 EFFICIENT W4TER HEATING 5D: 0.5 A DRA'N WA7ER HEAT RECOVERY UNIT(5) SHALL BE IN57ALLED, WHICH CAPTURE& WA5TE WATER HEAT FROM ALL T�:E &HOWER5, AND HAS A `^'N'MUM EFFICIENCY OF 40% IF IN&TALLED FOR EQUAL FLOW ORA M NMiIM EFFICIENCY OF 52% 'F INSTALLED FOR UNEQUAL FLOW. 5UGH UN'1T5 SHALL BE RATED IN ACCORDANCE CSA 855.1 AND 5E 50 LABELED. TO QUALIFY TO GLA!M THIS CREDIT, THE BUILDING PERMIT DRAWINGS 5HAL NGLUDE A FLUM51NG DIAGRAM THAT 5PEGIFiED THE DRAIN WA -EB HEA- RECOVERY UNITS AND THE PLUMBING LAYOUT NEEDED TO INSTALL IT AND LABELS OR OTHER DOGUMEN74TION SHALL BE PROVIDED THAT DEMONSTRATE& THAT THE UNIT COMPLIES VIT�_I THE CHECKED STANDARD, N H D 6 RENEW45_E ELECTRIC ENERGY: 0.5 FOR EACH 1200 KWH OF ELECTRICAL GENERATION PROVIDED ANNUALLY 5Y ON-51TE DRAWN BY WIND OR SOLAR EQUIPMENT A 0.5 CREDIT SH4LL BE ALLOWED, UP TO 3 CREDIT5. NH® GENERATION 5HALL BE G4LGUL47ED AS FOLLO15: DESIGN FOR SOLAR ELECTRIC SY5TE5, THE DE5iGN SHALL BE DEMONSTRATED TO MEET TH15 ` REQUIREMEN USING THE NATIONAL RENEWABLE ENERGY LABORATORY CALCULATOR C-1 PVUA--S. DOCUMENTATION NOTING SOLAR ACGE55 SHALL BE INGLUDED ON THE PLAN5, FOR WIND GENERATION PROJECT& DESIGNS SHAWL DOCUMENT ANNUAL POWER GENERATION BASED ON THE FOLLOWING FACTORS: SHEET NUMBER 7HE WIND 7JR51NE POWER CURVE:, AVERAGE ANNUAL WIND SPEED AT 744E 5171E: FREQUENCY D15TRIBUTIOIN OF THE W';'ND SPEED AT THE 517E AND HEIGHT OF THE -OWER. TO Q'J4LIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY i HE OPTION BEING SELECTED AND ,,HALL SHOW THE PHO ; D /OLTAI� OR WINS, TURBINE EQJIPMENT TYPE, PROVIDE DOCUMENTATION SOF 5OL4R AND WIND 4CCE551AND INCLUDE A C,41_CU! A T ION OF THE MINIMUM ,,NNU4L ENERGY POWER PRODUCTION. 1 OF 1 SOLID BL Z BOT. OF BEAM =LR JSTS_ PER PLAN R-30 INSULATION 3/4" T.4G. PLYWOOD 5UBFLOOR GLUED 6 NAILED 4x BEAM 2x GUSSETS P.T. POST ANCHOR P05T5 AGAINST LATERA'_ MOVEMENT PER ENG'5, CA_C5_ 006 BLACK V!5Q, VAPOR BARRIER Gif"212DO"ER DETAIL 5CALEE: 1/21 ARCHIL. GRADE COMP. 5HINGLE6 ':5' ASPHALT FELT APPROVED HURRICANE T!E AS PER ENG'G CALCS. 5CRN'D VENT BLK'G 1/2" NOM. SHEATHING 4" GUTTER OVER 5/4 x 8" FASCIA TYPICAL WALL CONSTRUCTION APPROVED RIM BOARD DBL. 2x 70P 1--LATE 1./2 NOM, EXT. SHEATTIING 15* A5=H. FE-, OR AP=R .AIR BARRIER ':"'NOM. EXT. SIDING SEE ELEVATIONS 2x BOTTOM PLATE APRV'D RIM PRE MANUF TRU55E5 24" O.G. DOUJNSPOUT ___� TIGH'LINE II ()Z - L11 =OUNDATION DRAIN - WASHED ROOK =ILL (TYP) ER ENCS NSULATION BAFFLES TO MAINTAIN MIN. 1" AIR SPACE ABOVE INSULATION. EXTEND BAFFLE 12" ABOVE BLOWN -IN INSULATION. R -4Q NSaLATiON 2-2x6 TOP PLATE INSULATION PER CODE WHEN USING 4 x HEADER IN 2 x 6 WALL FILL VOID w/R-10 RIGID !N5UL. BD. R-21 INSULATION GLOB 1/2 GWB E WALLS APPROVED VAPOR BARRIER WHERE REQUIRED R-21 INSULATION 3/41: T.*. PLYWOOD SUBFLOOR GLUED d NAILED R-30 INSULATION =LR JST5. PER =LAN P.T. 51LL PLATE a ANCHOR BOLTS PER Z_ RE INF. BARS PER ENG'G GALG5y: Q0 .006 BLACK VISQ_ TYP. TWO 5TOR"'I CONFIG. �5 '11-14-E: 1/2" /2 a m�Il 15#45P-14, FEL" OR A=RV D, AIR BARRIER - 1" NOM. EXT. 51DING - 5EE ELEV471:ON5 APRV'D RIM, - METAL FLA5H'G - 4" CONC. SLAB - W.P. MEMBRANE I 1 5T U5 OJT "4 BAR _-Zx IS" m 24" O.G. DOu1NSPOUT REINF. BARS _._...TiGHTLINE PER ENG'G CALLS _ ,a FOUNDATION DRAIN WASHED ROCK FILL (TYPO 2x STURS BARRIER l --- R-211N5UL�AtiON BASEBOARD ` Z 3/4" T.*. PLYWOOD 5iJBFLOOR GLUED E NAILED - R-30 INSU'-ATION 1 'A FLR. J5T5. PER PLAN 2x P.T. SILL PLATE I -�-APPROVED ANCHOR BOLT5 PER ENG'S. CALLS. -006 BLACK VISQ. VAPOR BARRIER PORCH SLAB DETAIL STUB 04 BARS OUT IS" NTO CONC, a 24" O (TYP. e ALL 5L.A55) 4" TRICK GONCiR_ETc SLAB w/ THICKENED EDGE y; ff r '4 BAR5 OUT ILO" ;ONG, s 24" O.U. a ALL 5L455) '_X CONGRRE"'E u / THICKE=NED EDGE SOILS: IRC 8401.41 ;*4 LIEJ OF A COMPLY E CEO-TEGH'!N[ -EVALUATION, THE LOAD-BEARING VALUES IN TABLE R401A.1 SHALL BE USED. SLOPE: IRC R403J5 THE TOP 5UF�FACE OF FOOTIN66 SHALL BE LEVEL. THE BOTTOM SUF%FACE OF FOOTINGv SHALL NOT HAVE A SLOPE EXCEEDING I UN 7 VERTICAL IN 10 UN175 HORIZONTAL. (10% SLOPE). EROSION CONTROL: ADJONING PUBLIC AND PRIVATE PROPERTY 5HALL BE PROTECTED FROM DAMAGE DURING GONSTRIJGTION, R "CDELiNCs AND DEMOLITION; XR< VERIFY METHOD WITH LOCAL JURISDICTION. DRAINAGE: R4013 DRAINAGE. SURFACE DRAINAGE SHALL BE DIVERTED TO A STORM SELLER CONVEYANCE OR OTHER APPROVED POINT OF COLLECTION SC AS TO NOT CREATE A HAZARD. L075 SHALL BE GRADED TO DRAIN SUR'rACE WATER AWAY FROM FOUNDATION WALLS. THE GRADE S-41ALL F LL A MINIMU`! OF 6 'NCkE5 (152 M,! ) WITHIN THE FIRST 10 FEET. FOUNDATION ;.;ASL SIZE: R404.152 CONCR=_ E WALL THICKNESS. THE TH'CKNl=55 OF CONCRETE FOUNDATION WALLS SHALL BE EQUAL TO OR GREATER 7HAN THE THCKNE55 OF THE WALL IN THE STOR"' ABOVE. FOJNDATIOF ANaHOR BOL T5: R403.1b FOUNDATION ANCHORAGE, WOE) SILL PLATES AND WOOD WA :L5 50PPORTED DIRECTLY ON CONT NUCJS =10JNDA710RN5 SHA!_L BE ANCHORED TO THE FOih 004 ION N ACCORDANCE U TH THIS 5EC`ION. l OOD SOLE: PLATYS AT ALL EXTER;GR WALLS ON MONOLITHIC SLABS, W'JOD SOLE PLATES OF BRACED JA -L PANELS AT BUiLD'NG INTERIORS ON MONO TH!C 5LA55 AND ALL UOCD S _L f:_A 7_=5 SHALL BE ANCHOR; _ 70 THE LJ :H MINIMUM 1/2-:NGH_ D'A'VE ER (127 MM) ANC"OR BOLTS SPACED A MAXI`TUM OF 6 FEET 111829 MM) ON CENTER OR A?PROVED OR AN,CI-!OR 57RAP5 SPACED AS REQUIRED 70 PROVIE)E EQUIVALENT ANCHORAGE TO 1/2-NCH-DIA:'[E7FR (12.1 MM) ANCHOR 5CL.5. BOLTS SHALL EXTEND A MN11'UM OF 1 1NCHE5 (1.18 MM) 1\70 CONCRETE OR GROUTED CELLS OF CONCRETE MASONRY UNITS. THE BOLTS 5;4A_L BE LOCATED '.N TIE: "°';DDE +4;RD OF THE WIDTH OF THE PLATE. A NUT AND WASHER SHA__ BE GHTENED ON EACH ANCHOR BOLT. 7HERE SHALE- BE A MINIMUM OF TWO BOLTS PER PLATE SECTION WITH ONE BOLT LOCATED NOT *'OPi THAN 12 !NCHE5 (305 MM) OR LESS 7H4N SEVEN BOLT DIAMETERS FROM EACH END OF THE PLATE SECTION_ INTERIOR BEARING WALL SCLE PLA'"ES ON MONO' TH'C SLAB FOLA- DATION THAT ARE NOT PART OF A BRAGED UAL PANEL 5H4 LL BE P05- !71 VELY ANCHORED WITH APPROVED FAST'S`:SRS. SILL PLATES AND SOLE FTE SHALL BE PROTECTED AGAINST DECAY AND TER'11T=5 WHERE REQUIRED BY 5E=CTICNS R311 AND FOB. GIRDERS ENTERING MASONRY OR CONCRETE WALLS: 1RC R31"1(4) ENDS OF LJOOD G'RDER5 ENTER.NG CONCRETE OR MASONRY WALLS SHALL BE PROVIDED WITH A I/2" AIRSPACE ON TOPS, SIDES AND END5 UN41_E65 NATJRALLY DURABLE OR PRESERVA7!YY-7REATED 'WOOD 15 USED. FOUN0A7!ON: '_H!MNE:Y5: RI0032 FOO71%6 FOR MASONRY CHIMNEY5 SHALL BE C0N57RUCTEi) OF CONCRETE OR SOLID MASONRY AT LEAST 12 INCHES (3((O55 MM) THICK AND SHALL EXTEND AT LEAST 6 INCHES (152 MM) BE"CND THE FACE OF T'HE FOUNDATION OR SUPPORT WALL ON ALL SIDES. FOOTINGS 514ALL BE FOUNDED ON NATURAL 'UNDISTURBED EARTH OR ENGINEERED FILL BELOW ="R05T DEPTH. IN AREAS NOT SUBJECTED TO 9;ZEEZ1NG, FOOTING5 51 -;ALL BE AT LEAST 12 !LACHES (305,"19 BELOU FINISHED GRADE CONCRETE STRENGTH: IRC R4022 CONCRETE SHALL HAVE A MINIMUM SPECIF;ED COMPRESSIVE STRENGTH AS SHOWN 1N TABLE R4022. CONGRE M. SUBJECT TO WEATHERING Sl4ALL BE AIR ENTAINED AS 5PEGiF!ED IN TABLE R4022. U?NLE55 NOTED OTHERILI5E BY THE ENGINEER OF RECORD ON THEIR 5 -SHEETS. NLL. FILL UNDER GROUND -SUPPORTED SLABS 5HR403.11 8406.1 ALL BE A'?IN'MUM OF 4" COMPACTED SAND OR GRAVEL. SEISMIC R£`NFORGNG: 84.03.13 5Ei5M:C REINFORCING. CONCRETE FOOTINGS LOCATED IN SEISMIC DESIGN C.47_60RE5 DO, DI AND D2, A5 ESTABLISHED IN TABLE R3012(1), SHALL HAVE MI\IM'JM RE!N'rORGEMENT. BOTTOM REINF0RCE1'1ENT SHALL BE LOCA''ED A MINIMUM OF 3 ;NCHE5 ('6 MM) CLEAR FROM TIE 3070+` OF THE FOOTI\*. IN 5E'SMIC DESIGN CAT£G-OR!£5 DO, Dl AND D2 WHERE. A CONSTRUCTION JOINT IS CREA;E1/ BE%FEEN A CONCRETE FOOTING .AND A STEM WALL, A MINIMUM OF ONE NO. 4 BAR SHALL BE INS'-AL_=D AT NOT MORE T --.AN 4 FEET (121.9 MM) ONCENTER THE VERTICAL BAR SHALL EXTEN✓ TO 3 INCHES ("6"T",) CLEAR OF THE BOTTOM O�: 'H= FOOT NCs, AVE A STANDARD HOCK AND EXTEND A MINIMUM OF '4 'INCHES (351 MM) INTO THE STEM WALL. FOUNDATION 1-OOTNG DEPTH: !RC 8403':.4 ALL EXTERIOR FOOT NGS 54ALL BE FLACED AT 'LEAS" 12''' BELOW ?NDI5TURBED, GROUND SURv=ACE. WHERE APPLICABLE, THE DEPTH ;;F F0071N35 SHALL ALSO CONFORM V7 FROST AND SE15M G CONDI 'ION5. R403.1 1 - R4011.42 FOJNDA70N FOOTING SIZE: 840311 MINIMUM SIZE, THE MINIMUM WIDTH, W, AND THICKN=55, T, =OR CONCRETE E ►=OOT ING5 &«+ALL BE IN ALCOR ANGE WITH TABLES R403.1('.) Ti-o-RO GH R403.1(3) A?ND F'G IRiE R4(031:(1) OR R403.13, AS A=?LICABLE, 74E FOOTING W'D71H SHALL BE BASED ON TIE LOAD-BEARING VALUE OF i HE 501L IN ALCOR- DANVE WITH TABLE R40.4.1. FOOTING PR:CJECTIONS, P, SHALL BE NOT LESS THAN 2 INCHES (51 MM) AND SHALL NOT EXCEED HE '%40<'Z% OF THE FOOTING. FOOT:"1G TI~iGK'NE5S AND PROJECTION FOR FIREPLACES SHALL BE iN ACCORDANCE U!TH SECTION R Wr!2. -HE SIZE OF F007 NGS SUPPORTING PIERS AND COL'UM -4S SHALL BE BASED ON T -!E TRIBUTARY LOAD AND ALLOWABLE 50%i PRS-55URE IN ACCORDANCE WITH TABLE R�,O a'. FOOTINGS FOR WOOD FOUNDA7ION5 SHALL BE IN ACCORDANCE WITH THE DETAILS SET FORTH IN SECTION R4032, AND FIGURES R403.1(2) AND R403.1(3). F:OUNDA-'ON TALL DAMP -PROOFING: R406.1 CONGR 1= AND MASONRY FOJND,4"ION DAM'PPROOFING. EXCEPT WHERE REQUIRED BY SECTION R4062 TO BE WATERPROOFED, F>.J :)ATION WALLS THAT RETAIN EARTH AND ENCLOSE INTERIOR SPACES AND FLOORS BELOW GRADE SHALL BE DAMPPROOFED FROM THE HIGHER c3F (A) 7HE TOP OF THE FOOTING OR (B) 6 INCHES (7752 MM) BELOW THE TOP OF THE BASEMENT FLOOR, 10 THE FINISHED GRADE.''1ASONRY WALLS SHALL HAVE NOT LEF6 7 AN 3/8 !NCH (9.5 MM) PORTLAND GEMENT PARG- W APPLIED TO T 1 ;EXTERIOR OF THE WAL_. T% -E PAR &N,6 SHALL BE D4P'RPPROOFED IN AG.CORDA'`'GE WITH ONE OF THE FOLLOWING: . BITUMINOUS 2. _✓"REE POUNDS PER SQUARE YARD (1.63 KG/M2) OF ACRYLIC MODIFIED CEMENT. 3. (32 M"') COAT OF 5URFACE-BONON -, CEMENT COMPLYING U TH A57 G 58T 4. ANY MATER A_ PES ''TIED FOR IJATERPROOFiNG N SE :TION 84062. 5. (7; 4,ER APPRO ED !,1ETHOD5 OR MA'ERiALS. FOUNDATION PLAN 0UN[D,4TI'\:4 ANICN =ROVIDE CRAU L 5RACE VENJIhATIJN 45 E'ER IRC �01� �c�. Vit. X 1/15C' i 4.1 Sa. fit. �tENi �REAREVD > NOTE: While every attempt has been made to assure the accuracy of these drawings, ALL INFORMATION MUST BE VERIFIED prior to ordering any raw materials or fabricated components. Any structural components specified are for reference only anti must be verified with the ENGINEER OF RECORD's "S -Sheets" andior (attached) documents CHECKED I'1 :WE, ITj D 1 OF 7 C/- F 2" AIRS ACE 30'1-01" FIRS? FLOO R1 © COPYRIGHT 2018 NORTHWEST HOME DESIGNING, INC. 5/8" ('. 5 (TYPE "X':) 2x RIM J0157 EXPAN510N JOIN` 4° CCNC. 5_A5 C'N 6 MIL VISGUEEN VAPOR 54RRIER RE!NF, 5AR5 PER ENG', -_i CALC5 3/4" ` *. PLYL;iCD NUP,i-LOOR GLUED d NAILED N5JLATiON FLR_ 1575, PER PL4N 2x P?', 51LL PLATE APPROVED ANCHOR 50-7; 5 PER ENG'5_ CALC5. 006 SLACK V:60_ VAPOR BARRIER AfREEA SEP. DETAIL EXT. FIN. PER EL'" -v 151 FELT -- -- 1/2" SHEATWNG -- Z Z _ co 4 - TG DRAIN IN / LJA5HED ROCK FILL l T' PDJ 2x 57JD5'6` O.C. 2x BA5E PLATE 4' CONC. SLAPS ON 6 MIL VI5QUEEN VAPOR BARRIER 4" COMPACT CRU5HED ROCK BASE NOTE: VERIFY ANCHOR BOLT 51E 8 5P4CING AND REBAR SIZE E 5=ACINCzJTH ENGINEER CALC'S. RE INF. BARS PER ENG'G CAL C5 5TEM WALL AIL -C 314l AAE A MAIN FLOOR: 610 S.F. E4CI4 S!DE U''F'ER FL OC✓R: E>001 S.F. EACi-- 5!)E D COV'D PORCH, VATIC, 4 DECK: 29 Sc. Ft. GARAGE: 240 SCj. ' t. AC SIDE GLASS AREA 100 S�, Ft. GLAZINCi PERCENTAGE GL ; FL)': 12,'j % EACH SIDE NSUL,4E 'EATER LINES R-3 FOR CO -D 4 R-4 FOR NOT, IECC R403,212 ;oXi=AtisION TANG 2 0, ia;/ CL 05ED PLUMBING &Y57E`1. 5;4UT OFF UAL VE ON GOLD LATER CONN. - FLEXI:3LE UJATER CONNECTION MAX 24" I\i LENCxTN Tib `14 -VE DRA,N LINE TO F11N TO rr- - EXTERIOR POINT, IN(li DOL;N &'' MIN. U--1 70 24" MA;:. FROM GROUND, Sid'' X 22 GAiuG±E SEISMIC 5TRAF IN THE UPPER AND LJF=R THIRDS. U-/ MIN. % X 2 LA'i sGRE1 4 U.45' ER. 11 2 X 4 LEDGER 4744;+=ED TO STUD a _R` Y4 %< 4 LAG SGREI S �•t.. lJi l 'AS ER (T11 P) t FLE X E3 E GAS CONN. - ANGHCR ATER' !�EX ER TO BASE - BASE 70 FLOOR ' RAISE F LOT LIC;+ 4- 123'f I I ABOVE FIN. II CECC R403.43) ALL ELECTRIC IJATER 4EATER5 IN UNHEATED SPACES OR ON CONCRETE FLOORS SHAD BE PLACED ON' A INCO� IPRESSIBLE, INSaLA`ED sRFACE l'J!T�I A MIN. T�-ERMAL RE51574NGE OF R-10. RECIRCULATION OF AIR. M15072 EXi-!Au& T AIR FROM BATHROOMS AND TOILET R0O1`15 SHALL NOT 5E RECiF'CULATED WITHIN A RESIDENCE OR TO ANOTHER D11'ELL.IN5 aXIT AND SHALL BE EXHAUSED DIRECTLY TO THE OUTDOORS. EXH,A;15T AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHA E V-0 AN ATTIC, CRAWL SPACE OR OTHER AREAS INS':DE THE BUILDING, U)HOLE-HOUSE MECH44WGAL VENT!L4TION SYSTEM. M5013 IJ4-I0mE-HOUSE MECHANICAL VENTILATION 5YSTE11`15 5HALL BE DESIGNED :N ACCORDANCE WITH SECTIONS M15013.1 THRO.k'sH MI50'.33. SYSTEM DE516,N MI50-31 THE U HHOLr-HOUSE VENTILATION SYSTEM 5H4LL CONSIST OF ONE OR MORE SUPPLY OR EXHAJ57, FANS, OR A COMBINATION OF SUCK, AND ASSOCIATED f-,,XT5 AND CONTROLS, LOCAL EXHAUST OR SUPPLY FANS ARE PEWTTED `0 SERVE AS SUCH A SYS EM. OUTDOOR AIR DUCTS CONNECTED TO THE RETURN 5'DE OF AN AIR HANDLER 5HAi BE CONSIDERED TO PROVIDE SUPPLY VENTILAT ON_ SYSTEM CONTF:CLS. M15®'132 THE J1� OLE -HOUSE MECHANICAL VENTILATION 5Y5TEM SHALL BE PROVIDED JITH CONTROLS THAT ENABLE `1ANUAL OVEFRiDE. MECHANICAL VENTI ATiON RATE. °1150'33 THE LJHOLE-1101_61E MECHANICAL VEN711LATION SYSTEM :3t-IALL PROVIDE OUTDOOR AIR AT A CONT'NUOU5 RATE OF NOT LESS THAN THAT DETERMINED IN ACCORDANCE WITH TABLE M'S013 ,0), DJCT WORK: 5EAL!NG: ALL DUCTS, AIR HANDLERS, FILTER BOXES, AND BUILDING GAV` 1E5 USED AS DUCTS SHALL BE SEALED. JOINTS AND SEAMS SHALL CO''1PL.Y WITH THE INTER'NATiON4L: RESIDENTIAL CODE OR THE INTERNATIONAL MECHANICAL CODE. DUCT TIGH7NES5 TESTNG UHAL ` BE CONL XTED TO VERFY THA' THE DL ;(_-75 ARE SEALED. A SIGNED AFFiDAV:T DOCU`1ENTING THp iE3T RESULTS SHALL BE PROVIDED TO THE JUR!rD!CTION HAVING AUTHORITY BY THE TESTING AGENT. L PEN REQUIRED B,r TF' ,Ui`1ING C;PFiCIAL, THE _5T SL�AL BF CONOGC7ED '.N THE PRs:S hdC OF DEPAR`+IEN'' 5 APS-, EGRESS DOOR: R3112 AT LEAST ONS £GRES5 DOOR 5H4LL BE PROVIDED FOR EACH DWE. eING UNIT. THE EGRE5cp DOOR SHALL BE SIDE -HINGED, AND SHALL PROVIDE A CL MINIMUM EAR L iDTH OF 32 INCHE5 (81:3MM) UDEN MEASURED BETWEEN "'HE FACE OF THE DOOR AND THE STOP, WITH 7HE DOOR OPEN 'JO DEGRE7-:5` 151 AD) THE MINIMUM 'CLEAR �4LIiSI47 OF T -4E DOOR OPENING 5 HALL NOT BE LESS 11 t4,A`N ?S INCHES CW ?,NI ) iN WEICI14T MEASURED FROM HE TOP OF THE THRESHOLD TO THE. BOTTOM OF THE 570P. OTHER DOORS SMALL NOT BE REC,cUiRED TO COMPLY WITH THESE MINIMUM D MEN510N5. E&<:55 DOORS 6;4ALL BE READ L Y OPEN.ABLE FROM !N51DE THE DWELLING JIToOUT THE USE OF A KEY OR SPECIAL KNOWL £DCS OR EFZORT. 8313 FLOOR4 AND LANDINGS AT EXTERIOR DOORS, THERE SHALL BE A LANDING, OR i-LOOR ON EACH SIDE OF EACH EXTERIOR DOOR THE UJIDTH OF EACH LANDING SHALL BE NOT LESS THAN THE DOOR SERVED, EVERY LANDING SHALL HAVE A DIMENSION Cr.- NOT L= -',,S 7H.AN 36 INC�4E5 (914 MM ) MEASURED 1N THE DIRECTION OF `RAVEL_ 71.4E SLOPE .�7 EXTERIOR ! ANDINGS SHALL NOT EXCEED 1/4 UNI'•' V`=RTIICA_ IN i2 Ia'VITS HORIZONTAL (2 PERCENT). G&RAGE/DUELLING DOOR- R3025.I OPENING PRGTEG'iON. OPENING, FRO" A PRIVATE GARAGE DIF'.:=CTLY INTO A ROOM 15ED FOR 5-EEF!NG PJWO5E5 SHALL NOT BE PEFU"ITTED. OTHER OPENINGS BETUIF.EN, THE GARAGE AND RESIDENCE SHALL BE EQUIPPED Ws7H SOLID UOOD DOORS NOT LE55 THAN 13/8 INCHES (35 MM) IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LE55 THAN 13/& INCHES (35 MM) `HICK, OR 20 -MINUTE FIRE -RATED DOORS, EQUIPPED WITH A SELF CLOSING DEVICE. R308.42 GLAZI\G ADJACENT TO DOORS, GLAZING N AN INDI- v/IDJAL FIXED OR OPER45LE PANEL ADJACENT TO A DOOR 5HALL BE CC'NS DER u TO BE A HAZARDOU5 LOCATION jl»1=RE TI -+E B0T70`1 EX.POu?-_D DCx OF THE GLAZING 15 LE55 THAN 6,o INC -IES (':a24 MM) ABO' T? E F -OCR Ox WALKING SURFACE AND ,'T MEETS EI -PEER OF THE FOL' O'LJ NG CONDITIONS: 1. 1HERE THE GLAZINC-i 5 H `v 24 INCHES (610 MM) O!- EITHER SIDE OF T14E DOOR IN T14- P_4NI E C;: TH DOOR :N A C 06ED POSITION. ? ,JHERE THE G_4ZI\G 15 ON A LUAU PERPEND 'ALAR TO THE PLANE OF -HE DOOR :N 4 t LOvED P051 ,!ON A\D a;TH *4 24 ING4E5 (610 MM) OF THE H1NC-E SIDE OF AN N -SWINGING DOOR R302Ia DWELLING --GARAGE FIRE SEPARAT:'ON. T;4E GARAGE 51 -,ALL BE 5EF'ARA T ED AS RE01,11RED BY TABLE 11R302 �_ OPEN NG5 iN GARAGE 1A -L5 SHALL COM' -LY IJITH SECTION 8302.5. 4TTACHMENT O` GYPSUM BOARD 0 4ALL COMPLY ',J TH TABLE R102.3.5. THE WALL SEPARATON PROV15ION5 OF TABLE R302.6 SHALL NOT APPLY TO GARAGE UJALL5 THAT ARE PERPENDICULAR 70 THE 4DJACEN7 MJIL,rNG N ,JAL sERARAT!ON FROM THE R=SIDENCE AND 4771:.5: NOT LE55 THAN' 1/2 -INCH G`"PSLfi1 BOARD OR EQUIVALENT APPLIED TO 744E GARAGE SIDE FRO'"!1-4B'T,AgLE ROOMS A=_OVE 7I4E GARAGE: NOT L.E55 THAN 5i8 -:NCH T"'PE X GYPSJM BOARD >R EQUIVALENT 5ERJC7JRE(5) SUPPORTING FLOOR/CEILING 455EMBL1E6 +.;SED FOR SEPARATION REOJIRED BY 'HIS 3EC7'ON: N07 LE55 THAN 1/2 -INCH GYPSUM BrARD OR EQU VALENT GARAGES 'LOCATED LE55 THAN 3 FEET FROM A DUELLING JN7 ON T14E SAME LOT: NOT LE55 7HAN 1/2 -INC -4 GYP5U11 BOARD OR EQUIVALENT APPLIED TO THE INTERIOR SIDE OF EXTERIOR WAL L5 T447; ARE LJ 714 , N TH15 AREA IECC-R404.1 L L47!NG EQUIPMENT (MANDATORY). NOT LESS THAN TB PERCENT OF 714E LAl"1P3 IN PER"1ANENTLY INSTALLED L IGHTINC FIXTURES SHALL BE HiCzH-EFFICACY LAMPS OR NOT LE55 THAN 115 PERCENT OF 71-1E PERI4NENTLY INSTALLED LIGHT;NG XTJF_>L-5 5144LL CONTAIN ONLY tdIGH-EFFICACY LAMPS. UPC 10082 FOR UJATER f�RE55URE THAN SO P51 4N APPROVED PRE55JRE F'EDUC''TvG VA'L\ - (`RV) 34 -ALL BE INS7AL_ED. FIR5T LLC. �IMITEL006)` # 6614�1 NOTE: While every attempt has been made to assure the accuracy of these drawings, ALL INFORMATION MUST BE VERIFIED prior to ordering any raw materials or fabricated components. Any structural components specified are for reference only and must be verified with they ENGINEER OF REC ORD's "S -Sheets" and/or (attached) documents CHECKED 2 OF 7 APPROVED HANG - ATTACK PER ENG&'. --/ /L OF 2" A ��:RS-AGE I A'R&{'AGE O COPYRIGHT 2018 NORTHWEST HOME DESIGNING, INC. 1/4 R303.6.' LIGHT ACT VA -ION. WHERE L.LGI-�T:NG Ou'LET5 ARE IN&TALLEu IN INTERIOR STAIRWAYS, THERE SHALL B= A LJALL_ &WITvH AT EACH FLOOR LEVEL TO CONTROL THE LIGHTING 0l 7LE' w +ERE THE &TA RWAY-:45 &IX OR ^'FORE RI&ER&. NT r i 2x NOSING MIN, 3/4"_ NOSING°. MAX, 1 1/41 Ni: TE: '-HEPA--1 METrtOD (- TUE RG WAS NOT FOL' OLIED it THE DESIGN OF '.»'S RE&DEN,;E, ALl L A"ERA- AND ,-RAVi?' DESIGN SOLUTIONS SHALL BE I�IROVIDE, BY THE ENGINEER OF RECORD. JOOD N COON"'Ar'T 10T"' G0NCRF7;E ANI 714S0NRY: 'RC 311'i3) SLEEPERS AND 511.-5 ON A ::ON CFIE-E OR MASONRY SLAB THAT IS iN DIREG7 CON ACT W': TI- THE EAR71-4 SHALL. BE NATI:RAiLY DURABLE OR PRE5ERVA7IVE-TREATED !;OOD, COLUfiiN5 AND F0575: R37JA WOOD COLU-N5, WOOD COLLM6 SHALL BE APPROVED WOOD OF NAT:.'RAL DECAY RE5;5TANCE OR APPROVED PRE55URE-RRE5ERVATIVE-TW-ATED WOOD. 84073 97RUCTURAL REQUIREMEN75. THE COLUMNS SHALL BE RESTRAINED 70 PREVENT LATERAL DISPLACEMENT AT 7�}E 5070M END, LCP-"U COLU'1N5 S44A-L 'JOT BE LESS IN NOMINAL 51ZE THAN 4 INCHES B`' 4 INCHE5. PLYIDOOD SUB FLOORING R:E3.1 SHALL BE 3/4" T.4G. CDX OR 1i/1' 055 (GLUED 4 NAILED). NAILI\G SHA"L 3E IOD 0 I'' O.G. ALONG PANEL EDC -E5, AND 12 O.C. 1N FIE _D_ SPAN INDEX ". +ALL BE 40/20. 5T46GER END LAPS. WALL AND ROOF SH=EATHING SHALL BE 1/2" CDX OR VAI" OSB NAIL=_,^, W/ 8D 9 I' O.C. ALONG PANEL EDGES, At\D 12° O.C. IN FIELD. SPAN INDEX ."";ALL BE 2410. STAGGER END � APS. FLOOR FRAMING: R502.6 BARING" 7-'E ENDS OF EACH JOIST, SEAM OR G- RDER SHALL SAVE NOT LESS Tr4AIN 1.5 itiO4E6 (38 ~'n) 0= BEARING ON WOOD 051 METAL AND NOT LE55 TH4N 3 INCHE5 (''(o MM) ON MA60NRY OR CONCRETE EXCEPT iJL4ERE S<PPORTED ON A I -INC+ -SY-4-INCH (25L MM BY 102 MM) R75BON STRIP AND NAILED TO THE ADJACENT STUD OR BY 74 -IE J5E OF APPROVED JOIST-44NGERS. Ra02.9>1 FLOOR SYSTE"?S. JOISTS FRAMING =ROM OPP057E SIDES OVER A BEARING SUPPORT SHALL LAP A MiN!MJM OF 3 INCHE5 (16 MM) AND 64ALL BE NAILED TOGE7r4ER WITH A M;NIMJI~' THREE `t71'D FACE NA'LS�i 10OD OR `,E7AL SP'LI'CE 1JI H STRENGTH EQJAL TO OR GREATER -;AN THA'.-ROVIDED BY THE NAILED LAP i5 PER^1'7E . BEARING PAR' 170NS, 8502.4 ,:0'67"6 UNDER BEARING PAR' I !ONS. 0;676 JNDER PA*'tc,j.,LEL. 554RNG PART !ON5 61;ALL BE OF ADE=ATE SIZE -0 5LP='ORT 7H15 LOAD DOUBLE J0 S"5, 5 ZED 70 A:.EQUA-FLY 5J�'PORT ?�E L04D THAT A:RE 6EPARA" E'-) TO P;: -17 7HE 'N57AL LA70N- O�- PI?ING OR VEN75 5 -ALL. -5E FULL DEF`7 4 501-117) BLOCKED 11)'T;-� LU45ER NO' LE55 THAN 2 INCHES (51 MM) IN NOMINAL 'SICKNESS SPACED NOT M042E THAN 4 FEET (1219 MM; ON CEN'ER. BEARING PARTITIONS PERPENiiGULAR TO JOISTS 51, {ALL NOT BE ,)FF5E- FROM c3UP}'ORTING G RDER5, WALLS OR PARTITIONS 1'iURE KHAN THE JOIST DEPTH .N -ESS SUCH J015TS ARE OF 5LFF!G:EN7 SIS TO CARRY 714E ADDITIONAL LOAD. WALL �'2AM lCs: 8602.32 1i00D 6TUD IJALLS SHALT- BE G49'ED W17H A DOUBLE 70F' Pd.�"E !NSTALLED TO PROVIDE OVER..APPiNG A7 CORNERS AND IN'"ERSEC710NS JITH BEARiNCs PARTITIONS. END JOIN -5 IN TOP PLATES SHALL BE OFF&ET 47 LE437 24". C 'TTI!NG AND N07CHING: R&016 MAY N07 EXCI"ED 25% IN SEARING OR EX" R'ORJALLS, MAY NOT EXCEED 40% IN NON-BEARIN: WALLS. BOF:ED HO; -E:5: "1AY NOT EXCEED 40% WITH 45/8" TO I~L 1E OF FL.D, EXCEPT UP TO 60 % F STUD IS DOUG; HEADERS: R2iFi2:O FRA"11NG OF OPEN'P*-5- OPENiWz6 IN FLOOR =RA -,.NG SHALL BE FRAMED WITH A -EADER AND TR;`tFR XZ75" WHES E 7k=- HEADER J0157 5PAh DOE: NOT EXCEED 4 FE_; (12n " `), 7+4-= 44EADER JO ST 5+4ALL BE A SIPS F- MEMBER :,-IE SAM= SIZE 45 THE FLOOR JOIST. SN(zLE TRIM*—R JOISTS SHALL BE: U5E17, TO CARR` A 51N- GLE i-IEADER X167 THAT IS LOCATED WITHIN 3 FEET (514 MM) OF T4E TRIM, R JOIST BEARING-. LA4ER£ 714E i4E40ER JOIST $FAN EXCEED -54 FEET !1215 h ), TkE 'RI4AMER JO £-7"5 AND THE ; IE4DER JO157 5�44LL BE DOJB:-ED AND OF 51.FFI1-IE+IT CROSS SE(7iON TO 6UPPORT THE FLOOR ,201:675 FRAt'1 NG N -O -NE ISA: ER BEARING PARTITI�eS: R502.4 X'6-16 UNDER PARALLEL BEAR!iNG PAR-T!CNS SHALL SE OF ADEQUATE SIZE TO SUPPORT 7HE LOAD. DOi:BLE JOSTS, 51ZED TO ADEQl 4TEL`' 57L;' R- 'LE LOAD, 7I AT ARE 5E-ARA7ED TO PERMIT 7�IE N5`A_:471OtN OF PIPING OR VFN76 BALL BE =ULL DEPTH SOLID BLOCKED WI7- LUMP5ER N O7 LESS 7HAN 2 INCHES (Sl "'M)'N NOM!N,t THICKNESS 5= ACED NOT ':'!ORE THAN 4 FEET (121:9 `? ) ON CENTER. BEARING PAR71T.ON5 PFRPEND',3ULAR 70 J0IS75 5 --,'ALL NOT 5` O=5E7 FROI 6. 'PORTING CiIRDER5, WALvS OR PAR -;TONS MORE THAN Ti -+E JOIST S"'RUCTURA� PROPERTIES FOR HORIZONTAL :"EMBERS: 7 H PRE8,CRIPT71VE PATH METHOD OF THE :RC JA5 X071 FOL LOWED IN THE DE51cSNi OF 7HI5 RESIDENCE, ALL 1-A7ER4L AND GRAV1T`" DESIGN SOLD' ONS SHALL BE PROVIDED B" 7raL: NG,'E R : RECORD. 8303.7 A -i- i? TERiOR AND EXTERIOR STAIRLUAYS 6r'ALL BE PROVIDED LJ*7H A t-EANS 70 ILLUN:11y14TE THE 57AIt25, INCLUDING THE LANDINGS AND TREADS TO A LEVEL NOT LE55 'HAN I FOOT-G44NDLE (I LUX) t-tEAaURED A7 THE CENTER OF THE TREADS AND LANDINGS. CONT NO13NA!L 34 +1:,744 T±�A: NOS;NG ON STAITAI RS L;!'H 4 OR MORE R 5ERS. �f R3I213 III GaAKDS SHALL NOT HtiVE �— — OPI'NINGS FRC,11 T E WALKING SU WAGE TO j II GUARD +E G+4 1 PIC 4 ALLOT l PA5546E OF A 61`�4ERE 4 ill iN DW -VI -R, SEE EXCEPTIONS. THERE 5i -;,AL.- ;?E A FLOOR O� LAND'N s AT �4N --� "HE TOP AND BOTTOM OF [-_ EACH 57A'RIU4Y. THE MIN. WIDTH PERPENDICULAR TO "HE )IREC7ION OF -RAV-=,L S --AL- gE NO LESS P41\1 71,4E WIDTH 0= 7 4E SLJGHT SERVED. EA. S'P'INIER � 1`"7L. FROM NI AItGH:.RS --- 2x1.2 CARR AGE l SUWACH U&EABLE SPACE BELOW STAIR W/ 516" 'YPE "X" R31L1.1 STAIRWAYS SHALL NO- BE LE55 THAN 36 NCHES (914 MM) IN CLEAR WIDTH AT ALL POINlT5 ABO`/E THE PERMIT 7ED HANDRAIL H-IGHT AND HELOli THE REQJIRED HEADROOM HFIGHT. 51M ILARV FIR5T f=;;IN15HER5, IIL LIMITEED NOTE: While every attempt has been made to assure the accuracy of these drawings, ALL INFORMATION MIST RE VERIFIED prior to ordering any raw materials or fabricated components. Any structural components specified are for reference only and must be verified with the ENGINEER OF RECORD"s "S -Sheet? and/or (attached) documents S,nI -nII © COPYRIGHT 2018 NORTHWEST HOME DESIGNING, INC. -- - LIM17E!� LICEMS� # 6619.1 3MOKE 4~ARM5, 83143 LOCATION. 5'10<E ALAR"'5 SHALL BE 'N5TALLED IN '-HE F�O_L iJINCi LGGAT"'CNS: N EACH SLEEPING ROOM. 2. GUTS!DE `i-:.�CH vEPARA„E SLEEPINOa AREA IN THE i",MEDIAT?_ V1G NITY OF THE B: DRvOM;,. 3. ON EACH ADDIMO`tiAL STORY OF THE DWELLING, INGLZING 5A5EWEN'T5 AND HABITABLE ATTICS AND NOT INCLUDING CRAWL 5?ACES AND UN:N�-IABITABLE 471G”. IN DO,IELLiN 5 OR DWELLING UNITS `ITH SPLIT LEVE 5 ANDLIT 'HOU-' AN INTER4f-IN"NG DOOR BETWEEN THE ADJACENT LEVELS, A SMOKE ALAfZ! 11`45TALLED ON THE UPPER LEVEL SHALL -ad--ICE FOR TAE- ADJACENT LOWER LEVEL PROVIDED T«» 1T THE LOWER LEVEL 15 LE55 THAN ON.E FULL STORY BELOI;�' HE UPPER LEVEL, SMOKE AtLJZ'5 5H4LL BE i1J5TALLED NOT LESS THAN 3 FEET (914 MM) HORIZONTALLY FRO"' TnE DOOR OR OPENING OF A BATHROO'" THAT CONTAIN5 A 5ATHTUB 09 SHOIER UNL E55 TH15 WOULD PREVENT FLACEM= tiT (DF A 5?" C'r.:. Ai_AW; P.EQU RED BY 5EC` T ON R3143. G 4" 4 VENTI _AT C'y: R303.1 HABITABLEF ROOMS. HA5 TABLE R OtJ 5 5HALL HAVE AN ACRE(; aTE G -LAZING AREA OF NOT LE55 THAN 8 PERCENT OF THE FLOOR AR=A OF SUCH ROOMS. NATURAL VENTiLA1 iON 5HALL BE THR,,XGH WIN- DG, 5; 5CY!.IGH75, DOOR5, _CUVERS OR OTHER A-PRCVED OPENINGS TG THE OiiTDOOR AIR tiU:H OPEN) Nr --5 SHALL 5E PROV-DED WITH TH READY ACCE-55 OR SCALL OTHERWISE BE READ"_Y CONTROLLABLE BY THE "'HE OPENABLE AREA TO THE OUTDOORS SHALL BE NOT LESS THAN 4 PERCENT OF THE FLOOR AREA BEING VENTILATED. EGRE55 JINDO115: 4302,. ' IINItMJ"1 OFENI\*- AREA, P�RGENCY AND FSCAFE RESCUE OPENING5 SHALL I -AVE A'NET CLEAR OPENING OF No - E55 THAN 5." SQUARE FEET (0,530 `"'2). THE NET CLEAR OPENING Dlt^EN5ON5 REQL,R`:D 5r THIv SECTION SHALL BE OBTAINED BY THE NOR 1A_ O-E:RAT',ON Cr- 7�JE P1T:-RY_iRNCY ESCAPE AND RE& IE OPENiWi FR(✓M HE- !N51)E, Tr -E NET CLEAF2 HE:'G14T OPPENiNG 5H41_L Bi:: NOT LE55 "H AN 2.4 (�7 0 li ' 4\y7 THE NET CLEAR wiDTH a -+ALL BE NOT ; E55 THAV 20 INCWHS ;5(8 M`:) WINDOu 3 LL(,: 83122' wl'COW 5 L,, ! .: u DWELLING JKT5, 1i. -SERE THE TOE' OF THE 5;L'_ OF AN CPERABL'.z :JiND(XJ OPENING 15 LOCATED CESS THAN 24 iNCHE5 (F,lm .' %BO`/E THE FINISHED F1..00R AND GREATER THAN 12 INCHES (1829 1`"h' ' ABOVE THE -''NIS{(ED GRADE OR OTHER 9UFFACE BELOW ON THE EXTERIOR OF THE BUIL )ING, T14F OPERABLE WINDOW SHALL Cv'T'PLY 117, ONE OF THE FOLLOWINs: . OPERABLE WINDOWS WITH OPENINGS THAT WILL NCT ALLOW A 4 -INCH -DIAL ,-ETER (:02 1'1i") SPHERE TO FA55 THROUGH THE OPENING WHERE THE iS .N ITS L.4FnE6T OizENED F0517ION. 2. OPERABLE WN:X0W5 I HAT ARE FROVDED WITH WINDOW FALL PREVENT'M' D v'CES THAT COt'PL Y WITH A677-1 = 20SO. 3. 0=ER4E5LE WINDOWS T --AT ARE PROVIDED WITH WINDOW O= EN;ING- CONTROL DEVICE5 THAT C:OMFLY uJiTH SECTION 131.222. HATGE•E5 A14D DOOR 5: NI:V22.4 1R4022.4 ACCESS DOCR5 FROM COND '.ONED SPACES TO (,NC0ND17jONEC SPACES (E.G., ATTICS AND GRAWL 5PACF5) 5t4ALL BE IJr4THER5TR'PPED AND INSULATED TO A LEVEL EQUIVALENT TO THE iPdSULATION ON THE 5UR,ROUNDING SURFACES, ACCESS SHALL 5E PROvIOED TO ALL EQUIPMENT WriICH PREVENT5 DAMAGING OR GG 551Nr Ti -+E INSULATION. A WOOD FRAMED OR EQUIVALENT BAF=L£ 02 R,ETA'NER r1U5T BE PRolADED WHEN LOOSE FILL N5ULATION 15 !NSTA:LLFD. THE PURFCSE CF J-1ICH 5 TO PREVENT T-iE LO05E P! L NSULATION FRCP1 5P L. INTO THE IVI4G SPACE WHEN THE ATTIC. ACCESS 15 : 'ENI=D, AND TO PROVIDE A F'EFZ14NENT MEAN1 4` MAINTA NIV: THE INSTALLED R -VALUE OF THE LO05E FILL ';N5ULAT'0N. 54=Cu'ER 57A -L 5JRFACIN6: R3072 BATHTUB AND 54OWER SPACES. 54'W" U5 AND 51.40:JER FLOORS A D ULLL5 ABOVE BATH7UB5 WITH 'NSTALLED SHOWER HE4D5 AND N SHOWER COMPARTMENT5 SHALL BE FINISH 7 4 A NONA55ORBENT 5URF4CE. SUCH WALL SURFACE -5 SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6 FEET (!829 MM) ABOVE THE FLOOR, 544OWED: AREAS. RM7,1 Bt4OIJERS SHALL BE A t11NIi"!UM SIZE OF 30" BY 30" X%I , 4 24" IN. CLEARANCE IN CONT OF OPENING, WATER CLOvET CL=AR4NCE5: IR`: e3'd`'.I WATER CLOSET 5HALL BE LOCATED 'N A UT'AR 5FACE NOT LE56 THAN 30" IJ WIDTH. HE CLEAR &FACE N F'20 1 05;4ALL NOT BE LE53 TH,�*i 21", WAT=?.P9ROCr WALL HOARD: ALL' 4\LL5 A*1D CE.L'IN.G5 O, BATH 1;5 A10 5} wER ENG"O,% E AREAS SHALL 5E `30VERED W TH AFY'`?OVED JAT :RT'ROOF r*'J%, =RiA_. UTI_ITY ROOM WALL 50AI�J: ALL 5:RFAGE51 IMMEDIATELY ADJAGEN-: TO WASHERS, DR -ERS, 4' LAuNDR`' -UE5 51,44LL BE 5JF;FACED WITH ACVED WARPROOF MAR':A: . GYPSUM UJALLBOARD: F70237 WATER-RESISTANT GYPSJ*, BACKING BOARD, G -F- 5.'M BOARD '06ED AS THE BASE OR BACKER FOR ADHESIVE AFPLIGATIC'N OF CERAMIC TILE c�R OTHER REQUIRED NONA550R5ENT F-INISH MATER'AL HA CONFOF- 1 TO A57M G 1396, C /118 OR G 1278. USE OF WATER -4E5 STANT 'sYDSI M BACK'1,6 BOARD SHALL BE PER- ' ED ON GYP5Ut'' LARD SHALL NOT BE !N5TL1..LED C� ER A 1 OR I VPOR RETARDER IN A SHOi,ER OP TL'B CCh fi',4RTME` _GUT OR EXP05ED EDGES, iNCLUD'NG THOSE AT 'LALL INTER�iECTONS, SHA;_L BE vEALED AS RECOMMENDED BY THE M41`iUFAC'tUR=R R'Z23.72 LiM T: 7!ONS. IJA7ER-RE5I57AN" G`'PSII' BAG<- 'NG BOARD SHAL' L NOT BE U5ED WHERE THERE ILL BE DIRECT EXPOSURE TO 'WATER, OR IN A;�'A5 6UBJEC` TO GONTINU0u5 HOMIDITY. NOTES While every attempt has been made to assure the accuracy of these drawings, ALL INFORMATION MUST RE VERIFIED prior to ordering any raw materials or fabricated components. Any structural components specieted are for reference only and must be verified with the ENGINEER OF RECORD'S "S-Sheets" S-S eets\ and/or (attached) documents ci z • ' 9. O's I C/L OF 211 1 A1R&=AC;_:: I I OPTIONAL GIRDER TRIJ55 TC FLOOR UPPER CCARRY 10'-11 1/2" 1-1 AL= 1=1 I r -al= a 6 ') ALL ROOF PITCHES 5/12 UNLESS NOTED OTHERWISE ho Adr 219-1 - C__O\AL GIRDER TO CARRY UPPER F OCR J016- 1 t: TRUSSES .3 24" O.C. (\/ I = ) � I'-- @ COPYRIGHT 2018 NORTHWEST HOME DESIGNING, INC. Z)1�4LF : 1/4"m 11-011 VENTi�ATION' FROADE 4,71'� 51=ACE6= VENTILATION Aa_/ I=ER IRC (BSC 5Ci, _.t. x 11/1:50 = 53 5q. Ft. VENT 4REA1 REOD J 2X SLOCK OR ROCK-XCL FIRESTOF 2 LAYER, 5/a' TY = -- E 'X Ga W,B, ( CONT, TO CPT3j 0NA"! 5OUND 1N5U_1. 2 x 4 STUDS NO PLUMBING PENETRATIONS ALLOWED =NETRAIION1c- ALLOWED :N 7j_� 15 45°.E`15�L'T I I HORIONTAL 5RACI11--1 REO - AT t"ID-LIEliGHT (-"r'P,) NO PLUt'51NItS PENETRATIONS 4LLCLZG IN TI -4L!5 455F -75-Y G EN GA, NO. IF' :1 C5'r'f=5J1` �,ALLFOART�, LOGC-) Za_,TIZI5 E P! OCR CZ:j4 V& 055,47*11`ACHED f CNE 51DE OFF TRU56E5 _O;R DRAFT SL4165 1C, ROOFING MATERIAL RECD 51-17 G MU5T BE FIRE ;RE5!�5 IANT 111THIN 4'-0:. 3� F':;PE 5EFEF,470N U;4L1 PLU"BING VEN-5 4 _-T; SER OPENIN65 NOT PERMITTED „�T,41N, 41-0' Of e 7' �PE�AON'LALL 2Y E5 0C< OR RO5'-,_1;oOL F JR. E 5 `0 = BEWEENa-, UD5 2 _'4YE;,Ra_ 5/5, TYPE X C,.1.13, . CON T. TO ROOF 51-47'G /' ( 0_n-!gNA' ) 501,�N__) Mu 2 x 4 STUDS e i(oll 0-(--. ROCK -SOL R',REFFOP ') x 4 P.T. 6'LL Li A.B. REJNF`G 54R5, 4 FOOT ANG PER ENG'& CA -05, TrF, 1545E _,4`rF_fR 5/0' -YE X eYP51J�"' dJ14%L:L5O4RD OR G'1 5U" /:ENEER 546E 4 A" -E -D AT RIG -W7 4NG_1E_a TO 51DE" CP r-,CL,5-1E ROIL OF 2 x O.r_ ON 5EP4RA7E F�_14TE5 P LL APART 61D S047ED NAjL5, 711&1" LONG, 0.0b5 5HA v<,!/.4 HEADS, 24, 0',-, FAC: I � -_ I_AY_-R 5/8` TYPE X IJALL501ARD OR VENEER 545E APPLIED AT RIGH7 4NGLE5 TO 5IDE wlll "I: F0 11-,0,4-="-L1 NAILS, 231/0" LONG, 0,100 SHANK, 1/4' H=_105, EY O.G. JOIN -1& STAGGERED 16: E4',C`1t '_AYER 5DE. 5OUNE) jJ71.1, 3 '12` GL455 r-1115PIR IN15UL,470N TO 5TUD5 IN' S -Z 5FACE" ON C\.JE 5!-= I- AN71,, J17H NAILS FOR 54,5E LAYER 5=4SED 0" O.G. HORIZONTAL BRAC ;NG AT 0 J N -RJ55E:5: R502,1'.' DES.GNI. Lr,DOD TRJ5SE5 SHALL BE DE:51GNED IN ACC:ORDAN_E 417k APPROVED FNG:NEER!NG PR4r_Ti(-,=_. THE DE61GN AND OF "1=TAL-PLATE-CONNECTED ATE -CONNECTED LvOOE) _7Rj5_C4__e 5-11ALL C(:t,T'_Y 17ki 74ER>� 'r 55 DE51GN DRAWINGS 5+ ASL BE PREPARED BY A 'REG"FRED PROFE-551ONAL U14ERE REQUIRED BY THE 5-A7J1E-5 OF PIE :;,R15Z)'GT1CN 1N UA41CH TWE PROD- ECTI 16 To BE I ��l L , I , COt,5TRJC7E:) N ACCORDANCE �,'I I SECTION R502,11.2 BRACING. TF1,65E6 5HIALL BE BRACED TO PREVENT RC7 ATION AND ROv.,_)E LATERAL 5TABILI'71'' IN ACCORDANCE WITH THE RE(.,(U1!RE111EN`5 6FEECIFtED IN 7;4E C-ON,5TRZ';T!0N -)CCVEN75 FOR. THE EULDINr_i AND ON. TWE INDIVIDUAL TRUSS- IDEBIGN DRAWING -5. 111. THE A56ENC-_ OF SPECIFIC B'Z-ACING 71`ZU55E5 544ALL BE BRACED IN ACCORDANCE UJ:T-T ACCEPTED :KX15*R'r PR'ACT, CE -5, eJCH AS, THE 65CA BUILDING COMPONENT SAFETY INFORMAT ICNI (BC51 " GUIDE TO GOOD Fx--,4r-T;C;E FOR 4 5R,4C;NG OF METAL PLATE CONNEC7ED U>X) 7 IT5 I YrEN7 0 4 UNITS VERTICAL 5Y i2 UNI HORIZONTAL, UNDEIRL 51AA_ILT BE 2 LAYERS OVEP�_APPINS 19 INCHES. FOR 6_uPE6 OF 4 UNIT 5 VERTICAL BY 12 ;:NITS 4ORIZONN7 AL OR GREATER, U,k0Er-,'_A'!'MENT 5kALL BE 'I LAYER OVER_AFPP!Nr_- 2 IN't:;i4ES, RAFTERS: R84-23 FRA;`",1* DETA'L5. RAF ERS 5N4LL BE FRA'" ED NOT t'.CRE 7;4A -N (36 M U OF5ET FRO'a EACH OTHER TO RIDGE 5041`�D OR D I PEC `'Or -`=067E FROM EACH OTHER WIT�4 A GU35E7 PLATE 45 A TIE, R.DGE BOARD 5qALL BE NO I LE55 THAN I - !NC!4 (25 !`M) NOT -':NAL 'HjCKNHA5 AND NOT LES5 IN :)P1, -i4 THAN THE CUT END OF THE RAFTER AT 71�ERPE &TALL BE A VALLEY OR HIP RAFTER NOT LE65 5 �44N INC -k.(51, rl� -VNCMINA�_ 7141CQ41H55 AND NOT L-55 !N DEPT 14 THAN THE G -J7 END -CF T4=_ q4FT=_3F_1 4P AND VALLEY RAFTERS 5;4ALL BE -eJPPORED A'" T14F RV":: _= BY A BRACE TO A BEARING PAR -1- TION OR BE DESIGNED TO CARRY .AND r�I F'IBiiTE THE PE L H i CFICI CAD AT --.4E ROOF PITCH 15 LE65 THAN TkREEJIMT6 VERTICAL iN 12 Ux7 WORIZONTAL (2r 5_R.1C7U!�A_ MFPBERS THAT 51JP1CRT RAFTEroAN I CE!1,.!NG7, XIST5,5LZ" 45 PfD5E BEAMS, HP5 AND VALLEYS, SHALL BE DESIGNED A5 BEAM5, RAFTER OPEN'Mi5: !RC RW2,a- OPENNNG6 IN ROOF 4 CE ®!NG FRAMihlG N44� L E F; JOISTS 14- 41 TIE ADEM jOil,;T $=>AN :)0F5 NC r EX -_;:,_D 4;, THEHEADER JOIST MAY BE A 31tNGi_E 5X0E ^-IZE AS 71�P_ _-E:';_i\4G jOI5T OR R4,= -ER. PEN -i-FE +4EADEIZ, JO'&',' SPAN E)<1EED6 4% ?HE TR!w_i`TFR JOIST ANO HEADER. JOIST 5H4L_ 5E :')r,2%LEr) AND CF 5uF=1,-i!ENT CRO55 5ECT10N TO 5IJ-PPOR7, THE CEILING jC11;15 O11_11 RAFTER FRAMING INTO 7;4'=E HEADER, BE iX11TA_1LED AT WALL 4,1,') ROOF INTEREECTION5, UA-41-E2VER 'H'= -RE !a- A Ci_;ANGE !N ROOF SLOPE OR DIRE'CCN AND AROUND ROOF A FLASHING &4AL-] BE INSTALLED TO DIVER' T;4E EATERAWAY FRO', U;WE;�E' 744E EAVE OF A 51-0FIED RocX: TN-ER-CECT5 A VE-fZT3C4_' 51[)EWALL• LV4EF-L FLA&4:NG Is OF METAL, THE t-IET .4L 5H ALL BE CORROSION S-ZE515TAN-! J!"H A -t14:0cNE66 O= NOT _:E55 TI441.sl 0.019 INCH Z_15 MM) -(NC, 20 GALVANIZED SHEET). R703A FLA-544IN-Ci. AFFRZOVED (_-CWO6!0N-RE5I,1;TAN7 FI_45H'NG _C444LL BE APPLE:) c4-"N'/GLE-F:A&--:ON :N. 4 'IANKER TO FIREVE-Ni EN17R111f, OF W4 '_R ,NTO THE a4L (,A,/T'YOR PENE- 'ON OF UAT - = 7� 1�4 - F�4 IR 0 T�4E I E : _U_ C. Wlt'4 AAMA-F. FLUID -APF --!ED MEI15RANE5 USED ,45 FLASHING 1N EX`7_R,10R JAL_7S SHALL CC'1PL'T' JITN AAMA 114. THE FLAa !JCS SA/_ILL EXTEND 70 THE SURFACE 0'-- THE EXTERIOR WALL APPROVED IN,6s6 51 -HAL_' BE M-ALLE::> AT ,HE FOS! OLJA.4N`G OCAT!9,N5; 1 EXTER'OR UN ID - OLL AND DOOR OFEN1',N66_ FLA5H1NG AT EXTE- RIOR WINDOW AND DOOR OPENINGS -ai-4ALL EXTEND TO THE SLR- FACE OF THE EXTERIOR WA. -L FINI54-4 OR -0 r11 -4E WATER-RE515TIVE BARRIER C-OtIIIPLY;N* J,T rt' 5 -FC -ION FOR 1-AJ55E=-EN7 D;,RAINIAGE.',IECN4NICALLY ATTACHED FLEXIBLE FLAe4-t1\*a_ _cL6ALL COMPLY WITH A4P!A 112, FLAS44ING AT EXTERIOR JNDOWAND DOOR OPENINGS SHALL BE INSTALLED IN ACCO RD_XICE U11T +4 ONE OR MORE OF T;4E ' 01-LOUJING: TWE =Z_NE1FTRA7JON MANNUFACTUF-ER15 N5 I A�LATVN AND FL,45PING OR FOR 4F-*LjCA7!0N'5 NOT ADDRE55ED IN 7+4= ;:EN;_=E)TRA-.,C,N �14MFAC 7jI;TR, C_ ` THE FT /-SHINCi �-,ANUFACTJRER' 5 IN57R.X;7'ON5. LJ=I=_RE FLA1.1a4_11'Ne OR ARE NOT PROVIDED, 5:4N FLASH- IWi S4 ALL 5E N&74i LED AT: '311A OFF EXTERIOR 1J!NDj AND COR O,PENIN(sr- FAN LASHING e,;-tALL BE SEALED OR SLOPED 1N SUCH .4 4JNNER. AZ 70 !DIRECT IJATER TO THE: SURFACE OF THE EXTERIOR WALL F h{+5H GR 'O ?NE UATER- RESISTIVE BARR'E�R EOR 5ji3SEQUENIT DRAINA�'. OPENINGS U51NCi PAN F-L45i4ING S; -TALL INCORPORATE FLA5H1\6 OR PR07ECT IC -fl AT THE HEAD AND 51DE5, 1.2. IN ACC012DANCF Uj,71N TI 4E r-_145HING DE51GNI OR METHOD OF A REG'STERED DESIGN FRC;=_55IL-,)NAL. :3. IN 4CC,0�,AKCE WITH C1%4FR A=-=RCVEr) METHODS. ,-AT Ti-iE IN=R6E(-,7 ION a7 CHj: nu EYS CR OT;4ER MA60N.RY CON - ,7 57RIJCTIO.'� .il "i_4 PrRAME OR STUCCO WALL5, LJIT114 PROJECTING LPS ON BOTH .5' DE5 UNDER 57a'CCO COPIWG5, 3. UNDER AND AT THE ENDS OF MASONRY, XOD OR METAL WP- NGS AND 5LL6. 4, (XN7, INJOUa! Y ABOVE ALL PRC..JECT;NG WOOD TRIM, 5- LHERE EX�:EIOR FC$ZCl-E5, DECKS OR 5TAIR54TTAC,4 TO ' &4tL OR FLOOR OCR 455E�-ISLY C�-- 6.AT WALL AND ROOF INTERSECTIONS. T. AT 5J'LT-iN SU'lRe. FATHER RE5167VEE 4' :,"EAT14 N6 PAFERR-,03.2 LUAT E;,;.-RE!515TIV'E 5ARRIER ONE wAYER C= NO. 5 A'�L4,40' FELT, FREE FFRCV., -40LE5 AND 5RZ_A<5, 'J11,4 457M D -,2b FOR "'Y!zE I FELT OR OTHER APF�ROVE-E) WATHR-RE-5+5-ivE BARRIER 5N4_'IL BE AIF -R-1 -=T--, OVER 5TUOc)- OR -_`F A__ EX7ER.OR 5UC-4 FEET OR '�ATERIAL cA4A_L BE Azz:1PL!E:) a0R:Z0'04LLY, ,J7N T+4;_: ;F'PER LAYER LAPPED 01v"ER THE QUER LAYER N - : 1_� , ; �-! I 1 OT : F.55 - i 14N ' N,,- E5 '�51 M"1).;JNERE JO NT,5 OCCUR, FEL - 5? -T,4 BE SAPPED NOT 1-E55 E55 T�4A� rINCHEf:, (152 MM). THE FELT OR CM4ER APPROVED 1'47-=R:AL 544L_ BE -_ONT.'NUO;6 TO THE TOP OF WALLS AND 7ER'-MNA7 _=D AT PEN- ETRAT ICN5 AND aliLDMir AF'IENDAGE5 IN A MANNER TO ME;El THE REQUIREMENT -5 CIF THE EXTER!OR WAL_; EN%/=-LCFE A5 DE5CRT31ED I5ECT'O?-41R1031 T114E BARRIER 15 NOT .j,=:) FOR DE7AC.4.E:) 4r_-_S50RY E�,111 DINGS. NOTE: While every attempt has T I C KN E _� 5: '0 3/4" F Ar ,X_ JET( -H-. `:RE 7E5: P5F SSE LIP 435 accuracy of these HDR. (9-1 11F 360, 13-21-14)+ drawings, ALL J;_ 84024,10-31-68 INFORMATION MUST BE LiJ NGC 3056, 4-1-10 L any raw materials or fabricated components. IF I FR"' 5 T , F IN 15 H LL Any structural components specified are for reference 4 only and must be verified with the ENGINEER OF OE 2N6 RECORD's "S -Sheets" ,LL I M I T E LOD" L I G E anchor (attached) documents L-- - - - - I L , J II I I II Li T - - - - - - - - -- - - - RID:iE l14' i161`40H4LF -RU_1;,1,E6 e 24` O.C. (VF.) 1'4'-!" 5F4N HALF 7RU515E5 6 24'� 0-1-, T, J L .-I F -1 . . .. ......... ........ T I T - - - - - - - - - - - - - I t T _j L --I T 11 F_F F L Li Li Sir _j _j - - - - - - - -- - - - - -- - - - all f _11 `/2" HALF TRU56IE5 10 1/2" 44 -IF TRU55E -7- 24:: O.C, ('V.'F) 24" O.C. /Y.I.F.) Ti t i I L OPTIONAL GIRDER TRIJ55 TC FLOOR UPPER CCARRY 10'-11 1/2" 1-1 AL= 1=1 I r -al= a 6 ') ALL ROOF PITCHES 5/12 UNLESS NOTED OTHERWISE ho Adr 219-1 - C__O\AL GIRDER TO CARRY UPPER F OCR J016- 1 t: TRUSSES .3 24" O.C. (\/ I = ) � I'-- @ COPYRIGHT 2018 NORTHWEST HOME DESIGNING, INC. Z)1�4LF : 1/4"m 11-011 VENTi�ATION' FROADE 4,71'� 51=ACE6= VENTILATION Aa_/ I=ER IRC (BSC 5Ci, _.t. x 11/1:50 = 53 5q. Ft. VENT 4REA1 REOD J 2X SLOCK OR ROCK-XCL FIRESTOF 2 LAYER, 5/a' TY = -- E 'X Ga W,B, ( CONT, TO CPT3j 0NA"! 5OUND 1N5U_1. 2 x 4 STUDS NO PLUMBING PENETRATIONS ALLOWED =NETRAIION1c- ALLOWED :N 7j_� 15 45°.E`15�L'T I I HORIONTAL 5RACI11--1 REO - AT t"ID-LIEliGHT (-"r'P,) NO PLUt'51NItS PENETRATIONS 4LLCLZG IN TI -4L!5 455F -75-Y G EN GA, NO. IF' :1 C5'r'f=5J1` �,ALLFOART�, LOGC-) Za_,TIZI5 E P! OCR CZ:j4 V& 055,47*11`ACHED f CNE 51DE OFF TRU56E5 _O;R DRAFT SL4165 1C, ROOFING MATERIAL RECD 51-17 G MU5T BE FIRE ;RE5!�5 IANT 111THIN 4'-0:. 3� F':;PE 5EFEF,470N U;4L1 PLU"BING VEN-5 4 _-T; SER OPENIN65 NOT PERMITTED „�T,41N, 41-0' Of e 7' �PE�AON'LALL 2Y E5 0C< OR RO5'-,_1;oOL F JR. E 5 `0 = BEWEENa-, UD5 2 _'4YE;,Ra_ 5/5, TYPE X C,.1.13, . CON T. TO ROOF 51-47'G /' ( 0_n-!gNA' ) 501,�N__) Mu 2 x 4 STUDS e i(oll 0-(--. ROCK -SOL R',REFFOP ') x 4 P.T. 6'LL Li A.B. REJNF`G 54R5, 4 FOOT ANG PER ENG'& CA -05, TrF, 1545E _,4`rF_fR 5/0' -YE X eYP51J�"' dJ14%L:L5O4RD OR G'1 5U" /:ENEER 546E 4 A" -E -D AT RIG -W7 4NG_1E_a TO 51DE" CP r-,CL,5-1E ROIL OF 2 x O.r_ ON 5EP4RA7E F�_14TE5 P LL APART 61D S047ED NAjL5, 711&1" LONG, 0.0b5 5HA v<,!/.4 HEADS, 24, 0',-, FAC: I � -_ I_AY_-R 5/8` TYPE X IJALL501ARD OR VENEER 545E APPLIED AT RIGH7 4NGLE5 TO 5IDE wlll "I: F0 11-,0,4-="-L1 NAILS, 231/0" LONG, 0,100 SHANK, 1/4' H=_105, EY O.G. JOIN -1& STAGGERED 16: E4',C`1t '_AYER 5DE. 5OUNE) jJ71.1, 3 '12` GL455 r-1115PIR IN15UL,470N TO 5TUD5 IN' S -Z 5FACE" ON C\.JE 5!-= I- AN71,, J17H NAILS FOR 54,5E LAYER 5=4SED 0" O.G. HORIZONTAL BRAC ;NG AT 0 J N -RJ55E:5: R502,1'.' DES.GNI. Lr,DOD TRJ5SE5 SHALL BE DE:51GNED IN ACC:ORDAN_E 417k APPROVED FNG:NEER!NG PR4r_Ti(-,=_. THE DE61GN AND OF "1=TAL-PLATE-CONNECTED ATE -CONNECTED LvOOE) _7Rj5_C4__e 5-11ALL C(:t,T'_Y 17ki 74ER>� 'r 55 DE51GN DRAWINGS 5+ ASL BE PREPARED BY A 'REG"FRED PROFE-551ONAL U14ERE REQUIRED BY THE 5-A7J1E-5 OF PIE :;,R15Z)'GT1CN 1N UA41CH TWE PROD- ECTI 16 To BE I ��l L , I , COt,5TRJC7E:) N ACCORDANCE �,'I I SECTION R502,11.2 BRACING. TF1,65E6 5HIALL BE BRACED TO PREVENT RC7 ATION AND ROv.,_)E LATERAL 5TABILI'71'' IN ACCORDANCE WITH THE RE(.,(U1!RE111EN`5 6FEECIFtED IN 7;4E C-ON,5TRZ';T!0N -)CCVEN75 FOR. THE EULDINr_i AND ON. TWE INDIVIDUAL TRUSS- IDEBIGN DRAWING -5. 111. THE A56ENC-_ OF SPECIFIC B'Z-ACING 71`ZU55E5 544ALL BE BRACED IN ACCORDANCE UJ:T-T ACCEPTED :KX15*R'r PR'ACT, CE -5, eJCH AS, THE 65CA BUILDING COMPONENT SAFETY INFORMAT ICNI (BC51 " GUIDE TO GOOD Fx--,4r-T;C;E FOR 4 5R,4C;NG OF METAL PLATE CONNEC7ED U>X) 7 IT5 I YrEN7 0 4 UNITS VERTICAL 5Y i2 UNI HORIZONTAL, UNDEIRL 51AA_ILT BE 2 LAYERS OVEP�_APPINS 19 INCHES. FOR 6_uPE6 OF 4 UNIT 5 VERTICAL BY 12 ;:NITS 4ORIZONN7 AL OR GREATER, U,k0Er-,'_A'!'MENT 5kALL BE 'I LAYER OVER_AFPP!Nr_- 2 IN't:;i4ES, RAFTERS: R84-23 FRA;`",1* DETA'L5. RAF ERS 5N4LL BE FRA'" ED NOT t'.CRE 7;4A -N (36 M U OF5ET FRO'a EACH OTHER TO RIDGE 5041`�D OR D I PEC `'Or -`=067E FROM EACH OTHER WIT�4 A GU35E7 PLATE 45 A TIE, R.DGE BOARD 5qALL BE NO I LE55 THAN I - !NC!4 (25 !`M) NOT -':NAL 'HjCKNHA5 AND NOT LES5 IN :)P1, -i4 THAN THE CUT END OF THE RAFTER AT 71�ERPE &TALL BE A VALLEY OR HIP RAFTER NOT LE65 5 �44N INC -k.(51, rl� -VNCMINA�_ 7141CQ41H55 AND NOT L-55 !N DEPT 14 THAN THE G -J7 END -CF T4=_ q4FT=_3F_1 4P AND VALLEY RAFTERS 5;4ALL BE -eJPPORED A'" T14F RV":: _= BY A BRACE TO A BEARING PAR -1- TION OR BE DESIGNED TO CARRY .AND r�I F'IBiiTE THE PE L H i CFICI CAD AT --.4E ROOF PITCH 15 LE65 THAN TkREEJIMT6 VERTICAL iN 12 Ux7 WORIZONTAL (2r 5_R.1C7U!�A_ MFPBERS THAT 51JP1CRT RAFTEroAN I CE!1,.!NG7, XIST5,5LZ" 45 PfD5E BEAMS, HP5 AND VALLEYS, SHALL BE DESIGNED A5 BEAM5, RAFTER OPEN'Mi5: !RC RW2,a- OPENNNG6 IN ROOF 4 CE ®!NG FRAMihlG N44� L E F; JOISTS 14- 41 TIE ADEM jOil,;T $=>AN :)0F5 NC r EX -_;:,_D 4;, THEHEADER JOIST MAY BE A 31tNGi_E 5X0E ^-IZE AS 71�P_ _-E:';_i\4G jOI5T OR R4,= -ER. PEN -i-FE +4EADEIZ, JO'&',' SPAN E)<1EED6 4% ?HE TR!w_i`TFR JOIST ANO HEADER. JOIST 5H4L_ 5E :')r,2%LEr) AND CF 5uF=1,-i!ENT CRO55 5ECT10N TO 5IJ-PPOR7, THE CEILING jC11;15 O11_11 RAFTER FRAMING INTO 7;4'=E HEADER, BE iX11TA_1LED AT WALL 4,1,') ROOF INTEREECTION5, UA-41-E2VER 'H'= -RE !a- A Ci_;ANGE !N ROOF SLOPE OR DIRE'CCN AND AROUND ROOF A FLASHING &4AL-] BE INSTALLED TO DIVER' T;4E EATERAWAY FRO', U;WE;�E' 744E EAVE OF A 51-0FIED RocX: TN-ER-CECT5 A VE-fZT3C4_' 51[)EWALL• LV4EF-L FLA&4:NG Is OF METAL, THE t-IET .4L 5H ALL BE CORROSION S-ZE515TAN-! J!"H A -t14:0cNE66 O= NOT _:E55 TI441.sl 0.019 INCH Z_15 MM) -(NC, 20 GALVANIZED SHEET). R703A FLA-544IN-Ci. AFFRZOVED (_-CWO6!0N-RE5I,1;TAN7 FI_45H'NG _C444LL BE APPLE:) c4-"N'/GLE-F:A&--:ON :N. 4 'IANKER TO FIREVE-Ni EN17R111f, OF W4 '_R ,NTO THE a4L (,A,/T'YOR PENE- 'ON OF UAT - = 7� 1�4 - F�4 IR 0 T�4E I E : _U_ C. Wlt'4 AAMA-F. FLUID -APF --!ED MEI15RANE5 USED ,45 FLASHING 1N EX`7_R,10R JAL_7S SHALL CC'1PL'T' JITN AAMA 114. THE FLAa !JCS SA/_ILL EXTEND 70 THE SURFACE 0'-- THE EXTERIOR WALL APPROVED IN,6s6 51 -HAL_' BE M-ALLE::> AT ,HE FOS! OLJA.4N`G OCAT!9,N5; 1 EXTER'OR UN ID - OLL AND DOOR OFEN1',N66_ FLA5H1NG AT EXTE- RIOR WINDOW AND DOOR OPENINGS -ai-4ALL EXTEND TO THE SLR- FACE OF THE EXTERIOR WA. -L FINI54-4 OR -0 r11 -4E WATER-RE515TIVE BARRIER C-OtIIIPLY;N* J,T rt' 5 -FC -ION FOR 1-AJ55E=-EN7 D;,RAINIAGE.',IECN4NICALLY ATTACHED FLEXIBLE FLAe4-t1\*a_ _cL6ALL COMPLY WITH A4P!A 112, FLAS44ING AT EXTERIOR JNDOWAND DOOR OPENINGS SHALL BE INSTALLED IN ACCO RD_XICE U11T +4 ONE OR MORE OF T;4E ' 01-LOUJING: TWE =Z_NE1FTRA7JON MANNUFACTUF-ER15 N5 I A�LATVN AND FL,45PING OR FOR 4F-*LjCA7!0N'5 NOT ADDRE55ED IN 7+4= ;:EN;_=E)TRA-.,C,N �14MFAC 7jI;TR, C_ ` THE FT /-SHINCi �-,ANUFACTJRER' 5 IN57R.X;7'ON5. LJ=I=_RE FLA1.1a4_11'Ne OR ARE NOT PROVIDED, 5:4N FLASH- IWi S4 ALL 5E N&74i LED AT: '311A OFF EXTERIOR 1J!NDj AND COR O,PENIN(sr- FAN LASHING e,;-tALL BE SEALED OR SLOPED 1N SUCH .4 4JNNER. AZ 70 !DIRECT IJATER TO THE: SURFACE OF THE EXTERIOR WALL F h{+5H GR 'O ?NE UATER- RESISTIVE BARR'E�R EOR 5ji3SEQUENIT DRAINA�'. OPENINGS U51NCi PAN F-L45i4ING S; -TALL INCORPORATE FLA5H1\6 OR PR07ECT IC -fl AT THE HEAD AND 51DE5, 1.2. IN ACC012DANCF Uj,71N TI 4E r-_145HING DE51GNI OR METHOD OF A REG'STERED DESIGN FRC;=_55IL-,)NAL. :3. IN 4CC,0�,AKCE WITH C1%4FR A=-=RCVEr) METHODS. ,-AT Ti-iE IN=R6E(-,7 ION a7 CHj: nu EYS CR OT;4ER MA60N.RY CON - ,7 57RIJCTIO.'� .il "i_4 PrRAME OR STUCCO WALL5, LJIT114 PROJECTING LPS ON BOTH .5' DE5 UNDER 57a'CCO COPIWG5, 3. UNDER AND AT THE ENDS OF MASONRY, XOD OR METAL WP- NGS AND 5LL6. 4, (XN7, INJOUa! Y ABOVE ALL PRC..JECT;NG WOOD TRIM, 5- LHERE EX�:EIOR FC$ZCl-E5, DECKS OR 5TAIR54TTAC,4 TO ' &4tL OR FLOOR OCR 455E�-ISLY C�-- 6.AT WALL AND ROOF INTERSECTIONS. T. AT 5J'LT-iN SU'lRe. FATHER RE5167VEE 4' :,"EAT14 N6 PAFERR-,03.2 LUAT E;,;.-RE!515TIV'E 5ARRIER ONE wAYER C= NO. 5 A'�L4,40' FELT, FREE FFRCV., -40LE5 AND 5RZ_A<5, 'J11,4 457M D -,2b FOR "'Y!zE I FELT OR OTHER APF�ROVE-E) WATHR-RE-5+5-ivE BARRIER 5N4_'IL BE AIF -R-1 -=T--, OVER 5TUOc)- OR -_`F A__ EX7ER.OR 5UC-4 FEET OR '�ATERIAL cA4A_L BE Azz:1PL!E:) a0R:Z0'04LLY, ,J7N T+4;_: ;F'PER LAYER LAPPED 01v"ER THE QUER LAYER N - : 1_� , ; �-! I 1 OT : F.55 - i 14N ' N,,- E5 '�51 M"1).;JNERE JO NT,5 OCCUR, FEL - 5? -T,4 BE SAPPED NOT 1-E55 E55 T�4A� rINCHEf:, (152 MM). THE FELT OR CM4ER APPROVED 1'47-=R:AL 544L_ BE -_ONT.'NUO;6 TO THE TOP OF WALLS AND 7ER'-MNA7 _=D AT PEN- ETRAT ICN5 AND aliLDMir AF'IENDAGE5 IN A MANNER TO ME;El THE REQUIREMENT -5 CIF THE EXTER!OR WAL_; EN%/=-LCFE A5 DE5CRT31ED I5ECT'O?-41R1031 T114E BARRIER 15 NOT .j,=:) FOR DE7AC.4.E:) 4r_-_S50RY E�,111 DINGS. MUM NOTE: While every attempt has T I C KN E _� 5: '0 3/4" been made to assure the Ar ,X_ JET( -H-. `:RE 7E5: P5F SSE LIP 435 accuracy of these (9-1 11F 360, 13-21-14)+ drawings, ALL J;_ 84024,10-31-68 INFORMATION MUST BE 50UND, 'E5"! NGC 3056, 4-1-10 VERIFIED prior to ordering any raw materials or fabricated components. IF I FR"' 5 T , F IN 15 H LL Any structural components specified are for reference 4 only and must be verified with the ENGINEER OF OE 2N6 RECORD's "S -Sheets" ,LL I M I T E LOD" L I G E anchor (attached) documents MUM a:-] I/a' PLATE 1-4E'G+4T 6'-L3` i -DEADER 1-4EIGI47 FIN154ED FLOOR 9'-1 !/a` PLATE 4EIGI-4T — 6'-5" 14E,4D=-R +4EJGI4' FIN154ED FLOOR 12 3iA7C�T�A �I�SiC�7INN 3 @ COPYRIGHT 2018 NORTHWEST HOME DESIGNING, INC. LEFT ELEVATION, @ COPYRIGHT 2018 NORTHWEST HOME DESIGNING, INC. 14 GOMF`05117 il'ON 45-F-1ALT ROOFING I x 2 TRIM ON e,/4 x e BARGE B::), CONT. METAL GJ -TER ON 5/4 5 --45GA ED. 5/4 x 4 TR.M BD'. 2 x 4' BE'VE'LED SILL ON 5/4 x (o 5L- TRIM T';=. 4CRI, EXTERIOR 5!:)'NG T -F ,-7'4 x -' CORNER 5:)5. ro x ro :1057 -/ Ix WR41:1 4 :-7-/4 X '0 'R M , -O!= 4 SOT. 6 0 12 JFN'IaHED FLOOR =1 AT= 4E!G1 J COPYRIGHT 2018 NORTHWEST HOME DESIGNING, INC. al -I I/a" =�-,47=- ;4EI&4T &-l-a" 4E-4DEiR 4EIG4T 9:-1-1/0" F` -ATE HEIGHT &'-a" «4EA:)ER HEIGHT F,NI5+4=-[) FLOOR VLNTILATIum REQUIREMIMIN-Irb I "PANASONiC"FV-11VK3110CPM.8SONES 112CFM 0J).25WS 110 CFM .1 WS 2 "PANASONIC" FV-08VK3 80CFMA SONES 79 CFM &t .25 WS 80 CFM a,,,l WS NOTES: 1. USE PANASONIC FV -1 1VK3 1100 CFM MIN.) @ ALL KITCHEN & WHOLE iHOUSE FAN. 2. USE PANASONIC FV-08VK3 (50 CFM MIN.) @ ALL. OTHER LOCATIONS. 3. ALL FANS TO VENT DIREr"TLY TO OUTSIDE. 4. ALL OTHER REQUREMENTS OFESEC MUST BE MET, NOTE: While every attempt has been made to assure the accuracy of these drawings, ALL INFORMATION MUST BE VERIFIED prior to ordering any raw materials or fabricated components. Any structural components specified are for reference , only and must be verified writh the ENGINEEROF RECORD's "S -Sheets" andi'or (attached) documents CN) N'b BUILp(NG SECTfON @ COPYRIGHT 2014 NORTHWEST HOME DESIGNING, INC. 5'.71111/a' PLATE �4E!G�47 (o' -a" HEADER HEIGHT EF 9'-1 Val' P! -ATE HEIGHT FADER HEIGHT -------- ------ N -'� 1, �: SHED F_00;R ------------ 5 c - A L , ]'-- 4�- BLD C:T- ALT Ii CDX 5i=l4EATHNIG )CF O'GI. 4 7 EXT,E FR=211 IN,5JL4TrCN C J5 @ COPYRIGHT 2018 NORTHWEST HOME DESIGNING, INC. t,',=R TR,J55i s 24" T- —= x! aLe 2 x 6 'jo..'X) 5 UDS 13 i(oii 5/a" 71 PE 5I,'EA7WWi EXTERIOR 5HF4-!4jW.,s EX"ERIOR 51[51\6 R-21 iN5UL- FIRE-RE515TANT 4'-0;1, NO FENERA70N3 ALLOUF-D 2 -,4'T'E`FR5 Or ROOF VENT 0154iN 4' CE r - T-1 x G ar .5 SAVE WITSOLID V 13LO�X!V— C-:456-C RO(X[Nr-- MATERIAL 4 FIRE -P--- 5'e WIT IN r'IR6T ANT 4'-0", NO PENETRATIONS "'FE 'X'r--X6 APPLY TU LALL5 GLOSF-R ':.114N 5: FRU'll TkE -INZ- UHI) FOR F,R!E 6EPARATION 1? -24" Ol \,— %'! TYPE X, clilz %1: Tyf--E X, Gx x 7YF='- 'X* (SY=SUM 5iG T 7 EXTERIOR 64EX -41NG EX7ER T OR 6V'NG R-2; IN5UL. A- 1 -HR RATED WALL 4 U-""V1ZR14ANG-C 11 tin 3 1/2 ii ,�E -'OUR NO, i 0' 7X45 ONE LAYER 8' t` TYPE. "X' 0YP501 JALLBOAFO OR G'f5i. VENEER Ap=`-- LiED ARA -LF— OR AT RJG� 4- MG -E670 EAG-; 51DE OF EI HER 2X3 OR 2X4 J=D 5M,'D5JLJQ,,ED FL4TJ5E, 241 6D, CEMENT DATED NAILS, 1 I/A," i -CNG, m!:'919'' 5PAX, I/4l4- .-AD5,7 O.C. 4ORIZGNTAL 'CNTS STAGGERE0 NOT LESS -1r44N '2:1 ON Op!ooi SIDES i tiLBi 74:CXNE-65, 2 '13 AF`!F�.X. JE71--�T: ! Per FIRE (UL, a-1,2-96 JL DESIGN 11338 GA L —N 1 P6L41 5,E,4 4 NG, " b 0 c' -/V 5 T U [) 5 EXTERIOR SIDE: ONE LAYER 481: 111E 5/611 71'FE 'XI C,YP6LN APPLIED FAFALLEL TO < X 4 -Z7- WOOD 5TUD6 24:' C.C, L74 1 3/4' GALVANIZED ROOFING NAILS 41: O.G. AT VERTIVJON Atc� Ill O.G. AT :NTLERMED14'E' 6TZ5 AND TOP AND 50TTOi'. PLATES, IOINT5 OF GYF6LI`-. SW-A,7'4w�; BE _E7 LN75�4TED. EXTERIOR CLADDING TO BE ATTACD-F-D T; ,ROL&4 SHEATHING TO IN17EF,''.OR 60j=, ONE -R F -5 SUN" rz`p5L�' BA�Xlwl T4S<NES3: v,4FIE,; '-AY: ;,/V-TYPEX�5,"7ERFC I APO?UZ-16-im 7 ps:' 50AR--), OR r---F'cAr. VF -NEER 5A -C -E APPLIED -."ARALLEL -.�R AT ANGLES 'O 5TUD5 Tr 6D ';0Ai NAiL5, I L, -W3, 00915" 5t -44,Y, 1,1411 TOC. PINE TEST. SEE UF: 3510l MCAD 5EAR'N6) U, D='-IGN J3013, U! 7-22-'0 UL DE5!&4'JY4) N,T.151 LI,RAF vJ/ �/4 X li 5/4 X V-4 = AFD =: NOTE: While every attempt has been made to assure the accuracy of these drawings, ALL INFORMATION MUST BE VERIFIED prior to ordering any raw materials or fabricated components. Any structural components specified are for reference only and :nest be verified with the ENGINEER OF RECORD'S "S -Sheets" and/or (attached) document' STRUCTURAL NOTES General Notes: These structural notes supplement the drawings Any discrepancy found among the drawings, these notes. and the site conditions shall be reported to the Engineer, who shall correct such discrepancy in writing. Any work done by the Contractor after discovery of such discrepancy shalt be done at the Contractor's risk. The Contractor shall verify and coordinate the dimensions among all drawings prior to proceeding with any work or fabrication. The Contractor shall coordinate between the architectural drawings and the structural drawings. The architectural dimensions are taken to be correct when in conflict with the structural drawings. The Contractor is responsible for all bracing and shoring during construction. All construction shall conform to the applicable portions of the latest edition of the International Building Code except where noted Deskqn Criteria: 1 Live Load 40 PSF (Floors) 25 PSF (Snow) 2 Dead Load = 15 PSF (Roof) 12 PSF (Floor} ' ) 10 PSF (Walls) 150 PCF (Concrete) 3. Partition 10 PSF (Floors) 4, Wind 2015 1 BIC Exposure B 110 mph 5 Earthquake 2015 IBC Site Class = D Design Cat. D Use Group 1 R 65 Cd 4 W, 3 6. Soil = 1500 PSF, Assumed bearing capacity 38 PCF, Assumed Active Fluid Pressure 350 PCF Assumed Passive fluid Pressure 0 45, Assumed Coefficient of Friction 110 PCF Assumed Soil Density Concrete 8 Reinforc!ng Steel: 1 All concrete work shall be per the 2015 IBC Chapter 19. 2 All reinforcing shall be ASTM A615 Grade 60 except as shown on the plans 3 Concrete shall be in accordance with ASTM 150 f c = 2500 PSI @ 28 day slump = 4" maximum. 6% Air entrained 4, Garage slab and exterior slabs to have minimum thickness of 4" with 6x6 WlAx 1 4 WWF with vapor barrier This is at the owner's option to reduce slab cracking Crack control joints the responsibility of the contractor Steel: 1 Anchor bolts shall be AS,rM A307 Carpentrv: 1 2X structural framing shall[ be #2 Douglas Fir. 4x structural members shall be #2 Douglas Fir. 6X members shall be #1 Douglas Fir. Provide solid blocking in floor system below ail bearing walls and point loads. 3 2X joists shall be kiln dried and stored in a dry area prior to installation The moisture content of all wood shall be less than 15%_ 4 Floor joists shall be by Boise Cascade or other approved manufacturer Joist tobe installed and braced per manufacturer's requirements, 5. Roof trusses shall be by a pre -approved manufacturer and constructed according to the specifications of the Truss Plate Institute Truss shop drawings must be stamped by a licensed engineer and be on site at the time of construction. Preliminary truss drawings must be reviewed prior to construction It is the truss manufacturer's responsibility to inform the engineer of record of any changes from the preliminary truss lay -out Girder trusses to have a minimum of bearing studs equal to number of plies of truss. All girder trusses shall have Simpson HGT tie down at either end to match number of plies. Trussmanufactures are responsible for all bracing of the trusses including end wall bracing and all other bracing between the building and the trusses unless specifically shown otherwise on the drawings Contractor to coordinate bracing with engineer of record as required 6 Glue laminated beams shall be 24F -V8 for cantilevered or continuous beams and 24F -V4 for simple spans. (Fb = 2,400 PSI) (Fv 190 PSI) (E E 1,800,000 PSI) (FcL 650 PSI) 7 Continuous and cantoevered glue "aminated beams shall not be cambered All other glue laminated beams shall be canti!evered for L/480 See the framing plans for any exceptions. 8 All manufactured lumber shall be by Boise Cascade and have the following structural properties Versa Larn (VL) (Fb = 2,800 PSI; IFV = 280 PSI) I E 2.0000.00.0 PSI) (FCL 750 PSI) 9 Sheathing at roof and floor shall be laid with face grain perpendicular to supports and end joints staggered 4 -0' on center. Provide 1/8' space at panel edges as required by panel 2 manufacturers Floor sheathing shall be nailed 6" o c edges and 12" field 10d's and roof sheathing shall be nailed 6"o c edges and 12" o c field with 10d's unless otherwise noted on the drawings 10, Block and nail all horizontal panel edges at designated shear walls. 11 All beams to be Supported by a minimum of a solid post that matches the width of the wall and the width of the beam unless noted otherwise A 6x beam bearing in 2x6 wall will be a 6X6 Provide solid squash blocking to match in floor system and match post size in foundation. Contact Engineer of record for any deviations 12 All fasteners in contact with pressure treated lumber will meet the below requirements. All fasteners including nuts and washers in contract with pressure treated lumber shall be hot -clipped zinc coated galvanized steel, stainless steel, silicon bronze or copper Fasteners other than nails, timber rivets wood screws and lag screws shall be permitted to be of mechanically deposited zinc coated steel in accordance with ASTM B 695, Class 55 minimum Fasteners exposed to weather must meet the requirements of the pressure treating manufacture's minimum IN ADDITON, the contractor shall coordinate connector/fastener coating requirements with ,ecommendatior.s from connector/fastener manufacturer and type of pressure treating chemical and retention being used See Section 2304 10 5 of the 2015 IBC for additional information. Hardware: AH connection hardware shall be Simpson "Strong Tie` Connection hardware exposed to the weather or soil shall be treated as in steel above. CAUTION: PLACE TRUSSES PER MANUFACTURER'S RECOMMENDATIONS AND BRACE PER TRUSS COMPANY RE-CCOMENDATIONS CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY BRACING AND SHC-)RING REQUIRED FOR PLACING TRUSSES NOTE THESE DRAWINGS DO NOT INCLUDE ANY TEMPORARY SHORING OR BRACING. PRECISE ENGINEERING RECCOMENDS ALL SHORING AND BRACING BE DESIGNED AND DETAILED BY A LISENCED ENGINEER CO3NTRACTOR TO FIELD VERIFY ALL CONDITIONS AND ALL ELEVATIONS GARAGE UNIT 5 121 12 11-411 Fnim SHE SHE NAZI GARAGE UNIT A 23 't NOTE: FCR NOTES IN CCMMCN SEE L �rDETAIL NC. O fNT. GARAGE FT(S. e PW SCALE: DRIVEW,,i! 04 0 32 (2) 04 CZ SLAB SEE WALE: III=] -0 E ING jCISTS SEE TCP PLATE DS 0 ](Oil C.C. iILL PLATE w/ 45 a 4811 C.C. EXP ANCHCR 0 12" C.G. ?E BARRIER ONT. w/ 24" SPLICES Z 44 PCST, 4x6 a BEAM SLICES JCISTS SEE PLAN 5LCMWG PANEL GIRDER SEE PLAN 1/2" PLYWD- CR 1116" CZ.B. GUSSET 111/ (4) ed'e NAIL EACH MEMBER N54% 2x(o STUDS 0 16" C.C. I(od EA JCIST 3/4" FLfZ SHEATHING SEE NCTE ILCCR ICISTS SEE PLAN 2xb 02 P.T. DF MUDSILL w/ 5/8"t A$. w/ 3"xYA/411 IE WASHERS a 48" C.C. (12N MAX FRV1 CCRNERS AND SPLICES) SEE PLAN 04 VERT. a 24" C.C. ALT. TAILS 54 -EAR WALL CALL -CUT SEE PLAN Irod Is 61, C.C. EDGE SHEAR WALL EXE NAILING 11/2" LSL RIM 5CARD SHEAR WALL EDGE "LNG FIN. GRADE SIMPSCN A34 CIP SWCCT TC CCNC'. w/ (2) 0.111 FINS to _MCISTUIRE BARRIER MCISTURE BARRIER cmn 1% r (2) 04 E.W. CR 12 "x(b (2) 04 CCNT. a 5CTTCM DRAINAGE X. I&,, sa e- STRIP FCCTING w/ (2) 04 411 1, 811 1, 411 DESIGNED BY CT14EIRS CCNT. 0 24" MIN. LAP SPLICE 1(011 e- 0 ADDITICNAL VERT. BAR REC."D AT HCLDlCWN LCCATICN5 O EkT. GARAG6 FTG. WALE: SEE 5/811 TYPE 1XI GIJ5. FRCM TCP CF SLAB TC 15CTTCM CF CEILING (2) LAYERS 6 CEILING G A IRA L**"3 E Ul en 1/2" EXPANSICN JCINT F— CCNC. SLAB SEE PLAN Nil SCALE: 11111-011 HCU,5E. NOTE: FCR NCTES IN CCMMCN SEE DETAIL NC.(D SC -ALE; 2x STUDS 4 I(od a 311 C FLCCR JCI SEE PLAN C.C. TRIAL 0 24" C.C. =A1 W [W� 1 'L 11111 F 1 ffl U) Z 0 0-4 U) Fii C (JO LO Pn cfl NW 4 K) L0 OD 1�! 0) E-4 <[f _J Z U) LU V) Z W _J _j Ld Fii C o cc> LO Pn cfl Fii C cfl NW 0 K) L0 OD 0) E-4 <[f _J JOB NO. cfl 0 K) L0 OD 0) <[f _J Z U) LU V) Z W _J _j Ld JOB NO. TYPICAL SHEAR WALL NOTES t sc 5 l " dia. by 10" Anchor Bolts (AB's) with single plates and 5/8" dia. by 12" AB's with double and jx plates spaced as shown on the drawings. AB's shall have 7" of embedment into footing, shall be centered in the stud \\all, and shall project through the bottom plata of the wall and have a sv.�v l plane vvaslter. There shall be a III inirnerrtI Oftvvo bolts per piece of Bili located not more than 12 inches or less than 4 inches end cif'cach piece. Anchor- bolts to be galvanized per the below 5 a a `� reclnir-.;fn�.nt (Fasteners in contact \�ith pressure ltrr�ht,r). �t c�istirt� foundation use 5/'8'. tLleanieter Simpson Titen I~IG bolts -with minimum of 4" embedment into the existing concrete. :-`ill vcaril sheathing shall be 1/2" ('DX plywood, 58" 'I`i-I 1 sidingor -7/1 6" OSB %4°ith exterior expc7su1-e t=,lue and span ratted "SR 2 ,!0" or better. All tree sheathing, cafes shall kV blocked with ?x4 or _IN6 flat blocking except where: noted on the drawings or below. All nails shall be Sd or l0d common (€ld common nails must be 0.131 inch diameter, Sento KC; 27 Nails are ecluivalent. it 10d common nails are called tier the diameter must be 0.145 inches, Sento MD -23) Nails are equivalent). Nail size and spacin[, at all sheathing edtges shall be as required below or as in the drawings. Nail spacinos shall be 12" o.c. for all field nailing, except as noted. I loll downs are Simpson Strom,]. Tie" and shall be installed per the; manufacture's recommendation. E cicrivalLnt hold dovvns by United Steel Products Company "Kant -Sag" that have ICBG approval can be suhstitutcd in place of Simpson held dovtins, All floor systems it�ust he blacked solid below member that the hold dove -n is attached to. This block should he equal to or lamer than the member the held down is attached to and be placed as a "squash black". .'SII double and triple studs shall glued and nailed together vvith I (}d s at 3 o.c. for each layer. A11 4x studs are: to be �2 DF and all 6x studs are to be 9 1 Dl: when used for hold dawns and shear walls. FASTENERS II RS IN CONTACT 'WITH PR SStilltE TREATED LLIlNBil•R All fasteners including nuts and washers in contract with pressure treated lumber shall be hot - clipped zinc coated galvanized steel, stainless steel, silicon bronze or copper. Fasteners other than nails, timber rivets. wood screws and lag screws shall be permitted to be of mechanically deposited zinc coated steel in accordance with ASTM B 695, Class 55 minimum Fasteners exposed to weather must meet the requirements of the pressure treating manufacture's rrinimum. IN ADDITON, the contractor shall coordinate connector/fastener coating requirements with recommendations from connector/fastener manufacturer and type of pressure treating chemical and retention being used. See Section 2304.9.5 of the 2012 IBC for additional information. ALL \\ Al_l_ S IVIDS AND R0OF TRtJSS TOP C[IORDS AND SECONDARY FRAMING Ll, i` lBL'R Sl1ALL III: DOUG -FIR -42 OR 13I,'f'J R. W..)TE NIST STRAPS .attaches to (2) 2x or 4x studs in call above and below unless noted otherwise. Nail all hales with 16d sinkers. Double studs may be use as a substitute for 3x nominal franlint, call out below. Studs MIDIS"I' be clued and nailed together with (2) lines of l0d's at 3" on center staggered. Horizontal blockin47 for shear vvatils nailed with Sea's shall be minimum of2x flat and shearvvalls nailed with iOd`s shall be minmtrrn 013x flat. SHEAR WALL SCHEDULE sheathing nailed with 8d's at b" on c nte*r tall ed, -,es. Osheaathin�u, nailed with Sd's at 4" on center all edges. sheathing nailed with Sd's at 2" on center all edaees and 3x nominal studs at adjoining panel edges and nailing mast be staggered. HOLD DOfV .SCHEDULE It is the responsibility of the contractor to locate hold down anchor belt to accommodate all structural framin,,. Anchor belt it) be located nearest the: corner or opening at the; end of tile 51}e air vc rll. All Imineiat ion vents to be a minimum of 1'',. off•centeYrliner ol'the author 1..)olt ern tither side.. lloldtnvn stuff to be coordinated with shear wall panel edge framing requirements. 1 an_'Cr stud size controls m For holdown anchor bolt ebedment greater that foundation depth, thicken footing f'or 2`-0" either- side of holdovvn anchor bolt to a depth that provides for 3" clear below the botbottomofthe anchor halt. 1 rt>v rdc. (2) additional pieces of' longitudinal rebar at this location. HD U2 attaches to concrete foundation with a Simpson SSTB 16. HDL' 2 attaches to double 2x studs or 4x or 6x stud with (6) Simpson SIBS 1 /4 X 3 Wood Screws in wall above. lllxC w attaches to concrete foundation with a Simpson SSTB 20. HI -X74 attaches to doable 2x stud~ or 4x or 6x stud with (10) Simpson SDS 1/4 X 3 Wood Screws in wall above. �G111)US attaches to concrete. f%)urrdation with a Simpson SS'fB 28. HDC.'S attaches to double 2x studs or 4x or 6x stud with (20) Simpson SIBS 1/4 X 3 Wood Screvvs in wall above. FLOOR To FLOOR STRAP 0 \IS'l-A 49 Simpson i SES 49 is a floor to floor strap that is centered on the rim joist. Thi strap attaches to a minimum of a single stud in the veall above and below. Shear wall boundary member and i loldovvn member requirements will rrstrally control member size. Install per Simpson's requirements. A35 CLIP ,@ 32" C.C. TYP. U.N.C. iCd a 4" C.C. —� 2x6 w/ (2) M0—� SCREWS EA. STUD PRE -ENG. TRUSS e 24" C.C. SHEAR WALL— CALL-CUT SEE PLAN 2x4 B 48" CC. w/ 24" C.N. 2x6 is 48" CC, w/ 36" C.N. 10d e 4 CCC A35 CLIP 2x BLCM% (4) lbd — 2x BLOCKING CG• 2x DROPPED TCP C44CRD GABLE END TRUSS 4� 4101 1 PRE -E%. TRiISS g 24" C.C. E 'AN 6IMP5CN HI CLIP a 24" CC. �- 2x VENTED BLOCKING A35 CLIP a 32" 2x6 STUDS s 16" C.C. — Sd a 4" CSC. GABLE END TRUSS C.G. i1'P. UN.O. \ a 2X BLOCKING CONT. 10d ®4" CL. - 2x BLCCKI% CONT. - — SiMPSCN RBC a 48 C.G. TYP. UN.0 A35 CLiP GABLE TRUSS TC WALL 32" C.C. U.C.N. DBL. 2x6 TCP PLATE 2x6 w/ (2) SIC 5/4" FASCIA s c��c EA SCUD 2X6 FLAT BRAGS GREATER THAN 2x6 STUD WALL 2x DBL. TCP PLATE i' -C" LCs NAIL w/ lCd a (o" C.C. PRE -ENG. SIMFSCN GBC CLIP EA` TRUSS ® 24" BRACE SHEAR WALL CALL -CUT CG SHEAR WALL GALL -CUT SEE_4> SEE PLAN PLAN SHEAR WALL 2x STUDS a 16" C.C. CALL -CUT SEEPLAN n l 2x STUDS ibd 3" C SCALE: A, 111V M, CC. o WA1illll,,,L CONN. (2) LINES i� -"- SIMPS.'°N 1~ TYP. U.N.C. SCALE: .CCR SHTG. SEE PLAN .CCR JCIST SEE PLAN ..dEAM SEE PLAN A35 CLIP 16" C.C. AT SHEAR WALL 2x STUDS a 16" CC. SHEAR WALL CALL -CUT SEE PLAN loci Is 3" C.C. FULL DEPTH BLOCK w/ (4)16d TOE NAILS EACH BLOCK TO WALL TOP PLATE SCALE; I"=1' -O" TYP. UN c. SHEAR WALL CALL -CUT SEE PLAN (2) LINES 16d 4 12" C.C. 2x6 SILL PLATE BEAM SEE PLAN SHEAR WALL EDGE "LNG Yod EA JCIST 16d EA BLCCI FLOOR JCISTS SEE PLAN JCIST PARALI. SIM. BLOCK s C.C. a Sim. A35 CLIP a 41 Ibd EA. SIDE % P! Ll MW 6 I6" CC. WALL CALL -CUT .AN 4" CC. 'IST TO FLCCR STRAP AS RED SEE PLAN UDS 0 ib" CSC. FLOOR SHEATHING SEE PLAN JCIST SEE PLAN — 10d a 3" CC. RILL DEPTH BLOCK w/ (4) Ibd TOE NAiLS EACH BLOCK TO BEAM (1) i6d NS FS BEAM SEE PLAN • MEN L4 F O O�Ob VH Gi e� A � W A Z U) F Z rA E"40-4 � w MEN F O O�Ob VH Gi e� w MEN 44 � P I co r - Z E"40-4 � W i P Z00 w lil V � Q G� w JOB NO. MEN H � I co r - Z F -4 94 ^ o co ff) W i P Z00 M lil V � Q Q J • Q Otf z C) JOB NO. MEN H � I co r - Z F -4 94 ^ o co ff) W v P Z00 M lil V � Q Q J Q Otf z C) Z W J W O JOB NO.