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GENERAL NOTES: 16d 16a 104 Z <br /> Common Sinker Common Q <br /> 1. ALL WINDOW AND DOOR HEADERS TO BE 2-2x10 UNLESS OTHERWISE NOTED. 0- I- <br /> 2. CAULK AND COUNTERFLASH ALL EXTERIOR OPENINGS: WINDOWS, DOORS, VENTS, ETC. i =i Lil C_) <br /> 3. GAP ALL SHEATHING AS PER MANUFACTURER'S SPECIFICATIONS. INSTALL H-CLIPS = g C.) o <br /> ON PLYWOOD ROOF SHEATHING. -- "I <br /> 4. CONCRETE MIX MINIMUM COMPRESSIVE STRENGTH 3000 PSI. LLJ F- cc <br /> 5. 15# FELT OR HOUSEWRAP VAPOR BARRIER TO BE INSTALLED OVER ALL WALL (.) a) rn <br /> SHEATHING. (NI <br /> 6. EXTERIOR TRIM 3x4 PREPRIMED SPRUCE AT WINDOWS AND DOORS. U) z <br /> 7. USE ICE AND WATER SHIELD CONSISTING OF ONE LAYER OF NO. 40 COATED _ W - >o <br /> ROOFING OR COATED GLASS BASE 24" INSIDE EXTERIOR WALL LINE OF THE CC CD ¢m I- <br /> BUILDING. 1i� a`) <br /> 8. ROOF SHEATHING TO BE MINIMUM ' " C-D INT-APA PLYWOOD (EXPOSURE 1) WITH Ij Z W u.g � <br /> EXTERIOR GLUE, 5 PLY/5 LAYER. SPAN RATING 33(6 NAILED W 8D COMMON (2X2" x jIY Q C r CO <br /> 0.131" NAILS ® 6"oc EDGES AND 12"oc FIELD. Q <br /> 9. PAINTED, GALVANIZED STEEL DRIP EDGE AND FLASHING. GUTTERS AND DOWNSPOUTS - � 1 (J O a p U <br /> ,< a2 <br /> SHALL BE CONTINUOUS PAINTED ALUMINUM. I' r��> <br /> 10. EXTEND ALL FOOTINGS DOWN TO UNDISTURBED SOIL OF SPECIFIED STRENGTH WITH A <br /> MINIMUM DEPTH OF 30" BELOW GRADE OR AS SPECIFIED BY LOCAL BUILDING CODE 3_ <br /> BASED ON LOCAL FROST DEPTH. 3'"- Z it 0.148" <br /> 11. PRE-FABRICATED TRUSSED MEMBERS TO BE DESIGNED BY APPLICABLE STATE 3 - 0.148" <br /> LICENSED ENGINEER IN ACCORDANCE WITH REQUIREMENTS SHOWN IN PLANSET. .....- <br /> CONTRACTOR SHALL VERIFY AS-FRAMED DIMENSIONS AND CONDITIONS PRIOR TO 0.162" <br /> FEW <br /> TRUSS FABRICATION AND COORDINATE AS REQUIRED. ALL TRUSS ENGINEERING DATA <br /> op. <br /> _ll " GYPSUM WALL BOARD, TYPE "X" w/ 1JZ" SHALL BE MADE AVAILABLE TO THE BUILDING OFFICIAL UPON REQUEST AND BECOME <br /> GALVANIZED ROOFING NAIL OR 1 Ya" SCREW, TYPE W OR A PART OF THIS PLANSET. <br /> 12. CONTRACTOR TO VERIFY SIZE AND LOCATION OF ALL OPENINGS IN FLOOR, ROOF, <br /> S. FASTEN 7"oc AT EDGES AND INTERMEDIATE FRAMING AND WALL AND COORDINATE WITH ANY PLUMBING, ELECTRICAL, OR MECHANICAL <br /> BRACED WALL LINE (CS-WSP) WORK. <br /> 1Sf32" STRUCTURAL 1 CDX w/ 13. ALL SIMPSON STRONG TIE CONNECTORS AND HANGERS TO BE INSTALLED WITH <br /> 4 PLY 3 LAYER STRICT ACCORDANCE TO MANUFACTURER'S INSTALLATION REQUIREMENTS. <br /> 14. LUMBER SPECIFICATIONS. <br /> HF/DF NO.2 FOR LIGHT FRAMING PLATES AND BRACING. <br /> 16d BOX (3Yz"x0.135") OR 3"x0.131" DF NO. 1 FOR POSTS, HEADERS, AND BEAMS. <br /> NAIL AT 12"oc FACE NAIL HF/DF NO. 2 FOR 16"oc FOR EXTERIOR STUD WALL FRAMING WITH PT BOTTOM <br /> PLATE. 0 <br /> 8d COMMON NAIL (2Yz"xD.131") AT I BLOCKING FOR 15. REINFORCING STEEL (REBAR) ASTM A-615 GRADE 60. <br /> 16. INSTALL SILL SEAL FOAM GASKET BETWEEN SILL PLATE AND FOUNDATION.1L <br /> 6"oc EDGE, 12"oc FIELD WALL BOARD 17. INSULATE WALLS TO R-15, ROOF TO R-30 AS APPLICABLE. <br /> 18. CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS, MATERIALS, AND DIMENSIONS IN ED <br /> OPTIONAL NON-STRUCTURAL fiea MI . THE FIELD. <br /> FILLER PANEL NI <br /> Up <br /> AI 1 1 <br /> FASTENERS ON BOTH SIDES BRACED WALL LINE (CS-WSP) \ <br /> AT EACH PANEL EDGE 1%2" STRUCTURAL 1 CDX w/ <br /> 4 PLY 3 LAYER Cr)V <br /> EXTERIOR CORNER DETAIL <br /> Q <br /> I <br /> ,00 III <br /> o ° STRAP MAY BE BENT DOWN <br /> ° o \118 AND BACK UP ONE TIME ONLY. <br /> X" GYPSUM WALL BOARD WITH 1)" ° e pia CONCRETE MUST CURE PRIOR <br /> GALVANIZED ROOFING NAIL OR 1 Ya ° o TYPICAL STHD14 CORNER <br /> r TO BENDING OTHERWISE SPALLING <br /> Bd COMMON NAIL (2Yz"x0.131") AT SCREW, TYPE W OR S. FASTEN 7"oc ° ° INSTALLATION ON MAY OCCUR. <br /> 6"oc EDGE, 12"oc FIELD AT EDGES AND INTERMEDIATE FRAMING o 0 3-2x STUDS <br /> STRAP ACHIEVES FULL LOAD <br /> o o STRENGTH FOR SPALLS LESS <br /> w o THAN 4". <br /> ° INSTALL STRAP WITH A STRAPMATE, <br /> xi „� I° o OR OTHER HOLDING DEVICE. <br /> lilt ° d <br /> MI FE ° o �r NAIL STRAP FROM BOTTOM UP. <br /> BRACED WALL LINE (CS-WSP) BRACED WALL LINE (CS-WSP) Q o 1 J�" MIN. <br /> 1%2" STRUCTURAL 1 CDX w/ 11], <br /> r 2" STRUCTURAL 1 CDX w/ Fir ?! � " FROM CORNER <br /> 4 PLY 3 LAYER 4 PLY 3 LAYER f8d COMMON NAIL 1.- 1. 43,'' .�k I <br /> (2Yz"x0.131") AT 6"oc EDGE, 16d BOX (3J¢"x0.135") OR 3"x0.131" .`12"oc FIELD NAIL AT 12"oc FACE NAIL (G' = \ '1 -r• ___--------e4mj <br /> ONE4 REBAR <br /> r ; . <br /> litrif' <br /> e IN SHEAR CONE <br /> 2 X(0 ; 2x le MIN. OR 24" <br /> BRACED WALL LINE (CS-WSP) M <br /> X�g • <br /> 1%2" STRUCTURAL 1 CDX w/ <br /> 4 PLY 3 LAYER Y2" GYPSUM WALL BOARD w/ 1X" length <br /> GALVANIZED ROOFING NAIL OR 1 Ye” (�111 rear <br /> SCREW, TYPE W OR S. FASTEN 7"oc <br /> AT EDGES AND INTERMEDIATE FRAMING <br /> INTERSECTING WALL DETAIL <br /> 10 STHD1 4 INSTALLATION DETAILS 40 STHD14 CORNER INSTALL DETAILS 11 OF 12 <br />