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WALL CONSTRUCTIOFN <br />PER PLAN <br />2 #4 BAR HORIZ CONT <br />TRTD SILL PLATE PER SCHEDULE------,, / `-4" CONC SLAB <br />CQ .S <br />5/8" DIA X 9" L v =� <br />ANCHOR BOLT <br />co z °< o' #4 BARS HORIZ CONT @ 12" OC <br />#4 BARS VERT @ 18" OC <br />00 <br />I I 1\\\--2 #4 BAR HORIZ CONT <br />ALTERNATE HOOK <br />DIRECTION <br />in <br />CONC SLAB <br />4" COMP FILL <br />#4 BARS HORIZ CONT @ 12" OC <br />#4 BARS VERT @ 18" OC <br />n ' <br />0 <br />5" P" 5YF <br />1 611 <br />. ` u ej <br />SCALE .' <br />WOOD <br />CPS 6-INSTALL PER <br />SIMULATED STONE—' <br />SILL <br />Lam. —1 <br />5/8" DIA ANCHOR <br />BOLT 2 #4 BAR HORIZ CONT <br />#4 BARS HORIZ CONT @ 12'" OC <br />4" CONC SLAB <br />ROOF FRAMING NOTES <br />1. ATTIC ACCESS HATCH TO BE WEATHER STRIPPED AND INSULATED <br />TO THE SAME VALUE AS THE SURFACE IN WHICH IT IS LOCATED. <br />2. ALL FRAMING HARDWARE TO BE"SIMPSON"° OR EQUAL. INSTALL PER <br />MANUFACTURER'S SPECIFICATIONS. <br />3. PRE-ENGINEERED WOOD TRUSSES: INSTALL PER MANUFACTURER'S <br />SPECIFICATIONS, TRUSSES TO BE DESIGNED AND STAMPED BY AN <br />ENGINEER LICENSED IN THE STATE OF WASHINGTON, PROVIDE SHOP <br />DRAWINGS FOR DESIGNER'S REVIEW AND APPROVAL. <br />4, CROSS THATCHING (IF PRESENT) INDICATES OVERFRAMI NG, OVER - <br />FRAMING TO BE 2 X 6 NO. 2 HF RAFTERS AT 24" OC U.N.O. ROOF PITCH <br />PER PLAN. <br />5. ALL POST DOWNS TO BE POSITIVELY CONNECTED WITH "SIMPSON" <br />OR EQUAL FRAMING ANCHORS. <br />6. PROVIDE "SIMPSON" OR EQUAL H1 TIE AT EACH END OF RAFTER OR <br />TRUSS. <br />7. ROOF SHEATHING SMALL BE MINIMUM 7/16" APA RATED SHEATHING <br />WITH A PANEL INDEX OF 24/0. NAIL TO FRAMING WITH 8d COMMON <br />NAILS AT 4' OC AT PANEL EDGES AND 12' OC IN THE FIELD. <br />FOUNDATION NOTES <br />WHEN APPLICABLE UNLESS NOTED OTHERWISE <br />1. VERIFY ALL EXISTING CONDITIONS BEFORE PROCEEDING <br />WITH THE WORK. <br />2. CONCRETE STRENGTH TO BE 2500 PSI AT 28 DAYS. <br />3. FOOTINGS TO BEAR MIN 18" BELOW FINISH GRADE ON <br />MEDIUM DENSEOR BETTER NATIVE SOILS <br />4. REINFORCING BARS TO BE ASTM 615 GRADE 40 U.N.O. <br />5. STEP FOUNDATION WALL AS ALLOWED BY GRADE U.N.O. <br />6. ALL FRAMING AND HOLD-DOWN HARDWARE TO BE <br />"SIMPSON" OR EQUAL. INSTALL PER MANUFACTURER'S <br />SPECIFICATIONS. <br />7. PROVIDE 3" X 3"° X 1/4" PLATE WASHERS AT ALL ANCHOR BOLTS. <br />8. PROVIDE 5/8" X 9" L ANCHOR BOLTS @ 4"-0"OC <br />9° ALL BEARING POSTS ARE TO BE MINIMUM TREATED 4 X 4 <br />AND TREATED 4 X 6 AT BEAM BREAKS U.N.O. <br />10. ALL WOOD IN CONTACT WITH CONCRETE OR GRADE TO BE <br />PRESSURE TREATED (TRTD) <br />11. SOIL BEARING CAPACITY ASSUMED TO BE 1500 PSF <br />12. SLOPE CRAWL SPACE SURFACE FOR DRAINAGE- PROVIDE 6 <br />MIL POLY VAPOR BARRIER -LAP MIN 6" AT EDGES. <br />APA RATED SHEATHING <br />PER PLAN <br />SIMULATED STONE <br />VENEER <br />c <br />SINIPSON" OR EQL <br />a <br />IH-1 TIE AT EACH R <br />'A <br />a c' 4" COMP FILL <br />z� <br />BARS VERT @ 18" OC <br />co <br />��. <br />2 #4 BAR HORIZ CONT <br />RAFTERS PER PL <br />OVERLAP <br />OVERLAP AT RID <br />ff <br />ALTERNATE H®®I�` <br />4" <br />8" <br />4" <br />DIRECTION <br />16" <br />BEAM PER PLAN <br />ID BLUUN NG BETWEEN RAFTERS <br />Od TOE NAIL @8" O.C. TO BEAM <br />RATED SHEATHING <br />PLAN <br />EXISTING RAFTS <br />EXISTING RIDGE <br />EXISTING CONC <br />SLAB <br />s <br />s,I� <br />,� 6• 0 <br />u-y+n <br />1 I 'C99 <br />5 I <br />REMOVE EXISTING <br />CONC STEM WALL <br />TO BELOW SLAB I <br />III I I, <br />I <br />5 I <br />EXISTING POURED CONIC I I 1 <br />FOUNDATION WALLS (TYP) I I <br />II <br />I I C I <br />'s <br />5 ' <br />I ' <br />I <br />I <br />I <br />1 I <br />i I <br />1 � I <br />� I <br />I p I <br />� I <br />l I <br />N <br />LINE OF STEM TALL <br />BELOW SLAB <br />� f <br />NEW POURED C ONC <br />FOOTING AND F OUN <br />WALL a <br />r- <br />SLOPE LINE OF 8" X16' POURED CONC <br />MIN 1/4" PER FT /FOOTING W/ (2) #4 BARS HORIZ <br />I <br />AT BOTTOM <br />ON <br />1 , <br />E "w f z <br />�'i+ Y }'a. <br />r% h <br />1 <br />4 W� r <br />p <br />N�. <br />r <br />rzv <br />SCALEI <br />I I <br />i I u <br />i I � <br />1 I <br />1 I <br />1 I <br />I I <br />1 <br />i I <br />I I <br />I <br />— <br />4CD <br />i I v8 <br />f I r <br />— EXISTING FASCIA <br />II Ii <br />II ➢i <br />II ➢I <br />➢' �— NEW FASCIA <br />II ➢' <br />II ➢I <br />II I <br />II II <br />II i <br />➢I <br />I 9I I !� <br />➢' <br />2 X OVER FRAMING I <br />II ➢+ <br />— — _. — — -'. — — — — — — — — — <br />IIII it � 1 u n <br />iT <br />li u n _11 n <br />Jill %� Cep " <br />'N CN <br />Ii l 6 <br />II II <br />➢ i ;1 5 <br />➢ LINE OF BEAM <br />➢i <br />BELOW (TYP) <br />➢I - <br />➢------ ----- ---- -- -- ---- ---� <br />11 <br />2X8#2HF _ <br />I I RAFTERS @ 2°-0" OC 6 X 6 POST <br />i I BELOW (TYP) <br />E. <br />Ii <br />➢I <br />II II <br />it ➢� <br />- <br />---JL- - - - --j <br />I I 6 NEW FASCIA <br />EXISTING FASCIA <br />REV� EVVE Cu FOR PER MA, �y <br />ROOF <br />FRAMING <br />9-000 <br />SCALE 449 ._... . <br />