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III <br /> 0 <br /> Z <br /> TOP OF ROOF <br /> t <br /> 3 _� 0 <br /> 120 <br /> 12 1-61•Q, <br /> W (0 N <br /> J3 COMP. SHINGLES TYP. <br /> METAL ROOFING - . \ 0 <br /> PL. a UPPER FLOOR ,?o <br /> �` 2.19:12 PL. 0 UPPER FLOOR <br /> CONT. METAL GUTTER ® +d <br /> ..... <br /> El VATIO\ NO I ES. <br /> • <br /> • • • "0ON 5/4X8 FASCIA p d L lI BOARD TYP:: — ! : . : �1. VERIFY SHEAR WALL NAILING HOEDOWNS PER PLAN PRIOR TO ;. _ :.INSTALLING SIDING. rr^^— ' :2. CAULK ALL EXTERIOR JOINTS 4 PENETRATIONS. ; - , <br /> iftft <br /> • <br /> i <br /> • <br /> W <br /> -I CEDARSIDING, TTP. CEDARSIDING TYP. ,3. PROVIDE APPROVED CORROSION RESISTANT FLASHING ATh 1 <br /> 1 .:::::::: : . — . .. , ..... ... <br /> • <br /> EXTERIOR WALL PE PER I.R.C. R1O3.8 � 0L ZN4. PROVIDEFLASHIND ATR PENETRATIONS PER LRC. R9®5.2.8 . . nUPPER FLOOR (I) yW5PRoVDE WEATHER STRIPPINGATALLEXTER10R � UPPER FLOORtGARAGE-INTERIOR DOORS. N— • �, PL. MAIN FLOORPL. 0 MAIN FLOOR6. PROVIDE CONTINUOUS GUTTERS 4 DOWNSPOUTS 6 ALL EAVES, TYP. <br /> • 0 <br /> 3• <br /> SOFFIT, VENT <br /> -1. ADDRESS OR HOUSE NUMBER TO BE POSTED AND PLAINLY VISIBLE <br /> INSULATE CANT'L <br /> FROMTHE STREET FRONTAGE. MIN. 4' HEIGHT, I/2' STROKE WIDTH W/ R-38 INSUL. .. . .• . �. . <br /> PER •.. :: ::::::::::::::::::::.::::::: ;:';:;:;:::;:';:';:'::';:';:'::;•:;;';:;: • <br /> CONTRASTINGAND BACKGROUND. <br /> ; ;::::>:::::::>:•:::::::::::::::.: ,.,.........: ':...:......, <br /> ENERGY CREDIT OPTION la <br /> 8. PROVIDE STAIRWAY ILLUMINATION PER I.R.G. R3O3.6 <br /> 9. SEE SHEET Al FOR ADDITIONAL NOTES. <br /> 6� <br /> HA <br /> RDIE PANEL • • SIDING PANEL <br /> , <br /> SIDING TYP. .:.:'.. I SI I <br /> ......... .. •. <br /> D ING, <br /> 10. <br /> PROVIDE DE SURFACE DRAINAGE 6" : lm' MIN. AWAY FROM HOUSE • • . .. . <br /> ... ........... <br /> I <br /> FOOTPRINT IRC R4O1.3 <br /> 41 MAIN FLOORCI• •• <br /> = MAIN FLOOR <br /> FINISH GRADE <br /> FINISH GRADE <br /> CONCRETE PATIO <br /> C) <br /> NOTE: <br /> ® J <br /> CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS OF Q W <br /> PROJECT AND REPORT ANY OMISSIONS / DISCREPANCIES TO \. <br /> DESIGNER PRIOR TO COMMENCING WORK DESIGNER SHALL NOT BE , III 0 ^ <br /> 1. <br /> , _ <br /> RESPONSIBLE FOR DISCREPANT CONDITIONS RESULTING FROM <br /> 4 ( 5 0 U / W <br /> i, <br /> UNAUTHORIZED WORK PERFORMED BY THE CONTRACTOR. <br /> 0 z o z <br /> SCALE: 1/4' = 1'-0" 1. ffnn I� <br /> N vJ Q CI. iii <br /> 2 JJNLll <br /> CL QQ � > <br /> LG.. 1:1LUW <br /> 4, <br /> A <br /> • <br /> , E) <br /> U <br /> 1 D) <br /> 16 cn <br /> -,', i':::'.:1::::ik's1,°I.:• : <br /> �''.' � X67 <br /> t1—..1 •:-.:;',:-:' <br /> , <br /> COMP. SHINGLES TYP. e �;, <br /> 3:12 <br /> r <br /> PL. UPPER FLOOR W ^ - <br /> • . <br /> • <br /> ............ <br /> c <br /> ■ <br /> Lu <br /> .... ..... <br /> • <br /> CEDAR SIDING, TYP. : ... ' (66) : c Oal <br /> ,t� <br /> • X <br /> Z <br /> } <br /> Ill' <br /> • <br /> 0 <br /> �t .. ..: CEDAR SIDING, TYP. 6 ,n <br /> • L <br /> m <br /> A <br /> I <br /> ■ • .n <br /> RDE PANEL EL <br /> SIDING, TYP. • ::..• ... .. • :. m <br /> • ■ Tt <br /> • <br /> 3 <br /> 12 <br /> • <br /> . . . • <br /> lill I •• ••• . . . . <br /> UPPER FLOOR <br /> .. . . . .. � . . . . ' 12:3 <br /> �■ <br /> SOFFIT, VENT PL GARAGE SLAB <br /> I INSULATE CANT <br /> �.. IICONT. METAL GUTTER <br /> W/ R 38 INSUL. PER <br /> II <br /> ON 5/4X8 FASCIA <br /> z <br /> ENERGY CREDIT OPTION is ..•................ '. '.::.: '.::: :.. :'::':':: '.: ........... .... • ILS <br /> • . •. I.:.. .. . .. _ .. . I IBOARD TYP u1 <br /> • • ■ <br /> U! <br /> ••. • -.• . -.... ELiE1I. Ir <br /> 1U 11 <br /> • <br /> L <br /> r— <br /> LU <br /> CEDAR SIDING TY <br /> P- <br /> • <br /> • <br /> • <br /> • <br /> cst <br /> i <br /> I <br /> � <br /> 1 . • <br /> • <br /> • <br /> • • • c wz iI J 6-)SH A WAEE PER STRUCTURAL <br /> —... : ...::::: : , LIGHTWEIGHTSO E: : ::..: : Gsi iENGINES INC S-SHEETS : VENEER TYP3ppDile�. . A- <br /> .ii _., <br /> CC... . . _2to oia <br /> (ti� GARAGE SLAB <br /> :COV'D PATIO : . • • •• • • Till CONCRETE DRIVEWAY <br /> f— <br /> © q 4 <br /> L1 <br /> PO PER STRUCTURAL SOFFIT, VENT 4 WRAP-ROUND Z N <br /> ENGINEERING S-SHEETS INSULATE CANT'L COLUMN GLAZING IN ALL FIXED AND OPERABLE q \ } 0 <br /> W/ R-30 INSUL. PANELS OF SWINGING, SLIDING AND 0 uI <br /> ROUGH-SAWN POSTS BIFOLD DOORS SHALL BE CONSIDERED [Y <br /> A HAZARDOUS LOCATION, 8308.4.1_ <br /> SAFETY GLAZING. <br /> Project # .. MIN <br /> 17174 <br /> ) _.- sheet <br /> ( <br />