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HomeMy WebLinkAbout0674.02 Wall Section I- Z a z �0 ROOF ASSEMBLY SHINGLES SNI GLESE b (SEE PLANS FOR TYPE AND SIZE) � CADBOAD LES�7/16' SHEATHING R-30 OR R-78 AS REOU[RED IBLISB ROOF FELT Br NUNICIPAIIir COMPOSITE SHINGLES COMPOSITE SHINGLES DRIP EDGE DRIP EDGE ��I Alli�f 0'•�•��4. _� l.6 GUitfR BOARD 3 l*6 GUTTER BOARDi< :.I KRAFT BACKED KRAFT BACKE LHARDBOARD SOFFIT I \V2. GTPSUM LMARDBOAN SOFFIT :I 1/2'GYPSUM ./ SCREENED VENTS O ./ SCREENED VENTS DRYWALL FRIEZE BOARD i DRYVALL FRIEZE BOARD SEE PLAN FOR SIZE SEE PLAN FOR 512E I HORIZ. SIDING OLSI➢ING I I/2' INSULATION BOARD I/2' INSULATION BOA-TTYVEYVEK HOUUSE WRAP -TYVEK HOUSE WRAP-1/2' CELOTEX SUPER TUFF-R SHEATHING '' -1/2' CELOTEX SUPER TUFF-R SHEATHING (7/16' ❑SB IN STRUCTURAL (7/16' DSB IN STRUCTURAL LOCATIONS LOCATIONS -R-13 KRAFT BACK BATT INSULATION 2ZI -R-131 KRAFT BACK BATT INSULATION .1 (Rl9LS, -1/2DALL t7 GATT 41SULATION :31D FLOOJOPANS FTYPE ®END SPING VEK Y ..•1OR 110 TYVEK MORIZ.SIDINGR13 BATT INSUL. R-l3 GATT INSUL. • KRAFT BACKED KRAFT BACKED I. AIR SPACE V2' GYPSUM .:, I/2'GYPSUM co co DRYVALL DRYVALL .� ASSEMBLY . l i m WALL OMINAL BRICK !�1 • FLOOR ASSEMBLY °' FLOORASSEMBL -1' AIR SPACE i -2x8 or 2x10 JOISTS `0 2x8 or 2x10 JOISTS ° • •% -TYVEK HOUSE WRAP (REFER TO PLANS FOR SPACING) (REFER TO PLANS FOR SPACING) -1/2' CELOTEX SUPER TUFF-R SHEATHING 5/e' TBG SHEATHING GLUED AND 5/8' T6G SHEATHING GLUED AND • 0/16' OSB IN STRUCTURAL _ _ SCREWED SCREWED LOCATIONS. COVER OSB w/ TYVEK) Or I Or- 1 -R-13 KRAFT BACK BAIT INSULATION I'JOISTS m7/ ['JOISTS O <R 19 IN 2x6 WALLS) 77...„..../..--- <REFER TO PLAN FOR SIZE AND (REFER TO PLAN FOR SIZE ANDa -I/2' DRYWALL SPACING) TYVEK SPACING) -3/4' T&G SHEATHING GLUED AND EXTEND TO TOP -3/4' TLG SHEATHING GLUED AND TYVEK EXTEND ;GA TOP OF FOUNDATION SCREWED �'• OF FIXINTION ��� icy SCREWED ICA 'AIR SPACE Et•Si1 1 rT, 4'NOMINAL BRICK �r� F+-I 4. SILLS -13 BATT SILLS R-l3 BATT Imo'I 44 -2x4 P.T. SILL INSULATION 2x4 P.T. SILL a� R-I3 BATT /N1.6\ -SIMP$ON MAB IS ANCHOR STRAPS FIRST FLOOR JOIST MORIZ.SIDING -SIMPSON MAB 15 ANCHOR STRAPS OPEN HEAD JOINT 45 B 36' O.C. AND 12' FROM CORNERS SEE PLANS FOR TYPE 2 36' OC. AND 12' FROM CORNERS C. FIRST FLOOR JOIST Q BOTTOM COURSE SRSIZE,AND SPACING OR SILL ENDS. 1 '1T SEE PLANS FOR TTP B 2�' DC.FOR VEEPS OR SILL ENDS. .-, 11- SIZE,AND SPACING / FILL ./ VEEP GUARD (U 4 ' 1 • y•, IDA FNDAONWALL8 •i;11 BRANE -DAMP/WATERPROOFING AS REQUIRED I 1 -DAMP/WATERPROOFING • AS REQUIRED < BY MUNICIPALITY -' b�! << BY MUNICIPALITY •:.•i z i �: ? C==11 ?=r A o • BASEMENT SLAB •' BASEMENT SLAB l M 4 -3000 PSI POURED CONCRETE �•,.� 3000 PSI POURED CONCRETE :. .; FOOTINGS 33Z -6 MIL POLY VAPOR RETARDER FOOTINGS -6 MIL POLY VAPOR RETARDER •i,.,y ', -3000 PSI POURED CONCRETE '�'i_•�.. .-3000 PSI POURED CONCRETE <IF REQUIRED BY MUNICIPALITY) • ..C.e l6' MIN WIDTH iR {t7 � J1 (IF REQUIRED BY MUNICIPALITY) :~^. -I6' MIN WIDTH -8' WASHED PEA GRAVEL '`•.tT' ECG SS B' WASHED PEA GRAVEL -:" ',.(,',-•�;-:; ' � ;4 .-;y e+ -8' MIN DEPTH �,_.�, -8' MIN DEPTH �" -PERIMETER DRAINAGE SYSTEM G v ' ",..�,�"� -PERIMETER DRAINAGE SYSTEM TYPOCA._ WA__ SEC 'fiON TYPOCA_ WA SECTOON SUNG BROCK BROCK WRAP NTS NTS