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1 <br /> W <br /> z BUILDER AND CLIENT ARE RESPONSIBLE TO VERIFY cW� in.(8 <br /> Y !�`$FEIGHT, DIMENSI PLATE HEIGHT, FLOOR s oHEIGHT, OVERHANG, ROOF PITCH.MATCH EXISIING. Q `�`M� <br /> 24"OVERHANG1 o <br /> ROOF TO EXTEND TO EDGE OF GENERAL NOTES 6-' <br /> DECK, PROTECT EXISTING DECK • FOR WINDOWS YIT1H OPERABLE OPENINGS MORE THAN 72" �0In g <br /> WITH FLASHING AS NECESSARY I ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE =s <br /> 4x6 DF11 R-03 4x6 DUI R-03 4x6 R-03 4x6 R-02 <br /> a— -- — --®-- — — -�— — — -®.-- — — - LOWLIEST PART OF THE CLEAR OPENING SHAD.BE 24' L.-1 <br /> v� ! MINIMUM ABOVE THE FLOOR. EXCEPTIONS: FULLY OPEN o N X v CO <br /> ce S ( WINDOWS WHERE A 4" SPHERE MAY NOT PASS THROUGH = y zo Q <br /> EXIST DECK W ti I OR WHERE FALL PREVENTION DEVICES ARE PROVIDED PER "' '� <br /> ce o= ( ASTM F 2090 0R R31222 :a. 4 <br /> "4 a PT 2x6 LEDGER W/%'0x4" LAGS ( PROVIDE SAFETY GLASS PER IRC R308. <br /> r EXIST CANT ABV — =0 016.0.C. TO RIM JOIST OR STIRS L-- t� <br /> d- (TOP do BOT, STAGGERED) ( SKYLIGHTS TO BE DOUBLE PANEL, SHATTER RESISTANT <br /> - N N — APPROVED RIGID PLASTIC, LAMINATED SAFETY GLASS, <br /> FULLY TEMPERED GLASS, HEAT—STRENGTHENED GLASS. <br /> - - -——- J-i SIMPSON OR WIRED GLASS. PROVIDE 4'MINIMUM CURB (OR SELF 11• <br /> l _____ • FLASHING ASSEMBLY W1H 3c 12 MINNUM PITCH OR PER <br /> —— MANUFACTURER INSTRUCTIONS). o 0 <br /> - - LUS24(TYP) p <br /> HOSE BIBBS TO BE BACKFLOW PREVENTION AND FREEZE <br /> RESISTANT TYPE s <br /> ALL HOEDOWNS. FRAMING ANCHORS do SHEARWALI. 0 ai <br /> 9 HANG MUST BE INSPECTED BEFORE COVERING. <br /> Tu <br /> J <br /> TREATED WOOD NOTES: 14.'- J <br /> R317.1 LOCATION REQUIRED. PROTECTION OF WOOD AND <br /> WOOD BASED PRODUCTS FROM DECAY SHALL HE PROVIDED <br /> IN THE FOLLOWING LOCATIONS BY THE USE OF NATURALLY <br /> LI DURABLE WOOD CR WOOD THAT IS PRESERVATIVE-TREATED r <br /> IN ACCORDANCE WITH AWPA Ut FOR THE SPECIES, <br /> PRODUCT, PRESERVATIVE AM) END USE. PRESERVATIVES co <br /> SHALL BE USTED IN SECTION 4 OF AIYPA U1. i N <br /> 1. WOOD JOISTS OR THE BOTTOM OF A WOOD STRUCTURAL °i 1 <br /> FLOOR WIEN CLOSER THAN UrOR WOOD GRDERS WIN m <br /> CLOSER THAN 12" TO THE EXPOSED GROUND N CRAWL N <br /> SPACES OR UNEXCAVATED AREA LOCATED WITHIN THE z. - w <br /> J -1 1 9 PERIPHERY OF THE BUILDING FOUNDATION. <br /> ALL WOOD FRAMING MEMBERS WHAT REST ON CONCRETE co a <br /> OR MASONRY EXTERIOR FOUNDATION WALLS AND ARE LESS o <br /> ce <br /> THAN 8" FROM THE EXPOSED GROUND. <br /> 3. SILLS AND SLEEPERS ON A CONCRETE OR MASONRY <br /> SLAB THAT IS IN DETECT CONTACT WITH THE GROUND <br /> UNLESS SEPARATED FROM SUCH SLAB BY AN "PERVIOUS <br /> L1 , MOISTURE <br /> 4. BARRIER. <br /> ENDS OF WOOD ORDERS ENTERING EXTERIOR <br /> MASONRY OR CONCRETE WALLS HAVING CLEARANCES OF <br /> r I ► LESS THAN 3" ON TOPS,SAS AND ENDS. <br /> 5. WOOD SONG, SHEATHING AND WAIL FRAMING ON THE <br /> EXTERIOR OF A BUILDING HAMNG A CLEARANCE OF LESS <br /> THAN 6" FROM THE GROUND OR LESS THAN 2" MEASURED O <br /> I I VERTICALLY FROM CONCRETE STEPS, PORCH SLABS. PATIO <br /> I I SLABS, AND SIMILAR HORIZONTAL SURFACES EXPOSED TO I—' r) <br /> II THE WEATHER. 3 N re) <br /> 6. WOOD STRUCTURAL MEMBERS SUPPORTING N co M <br /> MOISTURE-PERMEABLE FLOORS OR ROOFS THAT ARE = -a <br /> EXPOSED TO 1HE WEA SUCH AS MASONRY SLABS, UNLESS SEPARATED FROM FLOORS � X 3 2 <br /> ' ' I OR ROOFS BY AN IMPERVIOUS MOISTURE BARRIER. co I <br /> 7. WOOD FURRING SIRE PS OR OTHER WOOD FRAMING <br /> MEMBERS ATTACHED DIRECTLY TO 1HE INTERIOR OF X °' <br /> EXTERIOR MASONRY WALLS OR CONCRETE WALLS BELOW " <br /> GRADE EXCEPT WHERE AN APPROVED VAPOR RETARDER IS I-11 <br /> APPLIED BETWEEN THE WALL AND THE FURRING STRIPS OR J <br /> FRAMING MEMBERS. <br /> R3171.1. FEED CUT END, NOTCHES, AND DRILLED HOLES OF <br /> PRESSURE TREATED WOOD SHALL BE RETREATED IN THE <br /> FIELD PER AWPA M4. <br /> R317.3.1.FASTENERS FOR PRESSURE PRESERVATIVE AND <br /> FIRE-RETARDANT-TREATED WOOD SHALL BE OF <br /> HOT-DIPPED GALVANIZED STEEL, STAINLESS STEEL, S UCON <br /> BRONZE, OR COPPER. SHEARWALL BOTTOM PLATE NAILING Li.. CD O` <br /> AND ALL NAILING AT PRESERVATIVE TREATED WOOD <br /> MEMBERS SHALL BE HOT-DIPPED ZINC-COATED GALVANIZED <br /> STEEL OR STAINLESS STEEL NAILS. ZINC COATING WEIGHTS <br /> AS REQUIRED PER AST" A 153. N THE ABSENCE OF <br /> MANUFACTURER'S RECOMMENDATIONS, A MINMUM OF ASTM <br /> A 653 TYPE G185 ZINC-COATED GALVANIZED STEEL, OR c <br /> EQUIVALENT, SHALL BE USED. W <br /> cr0 <br /> d' <br /> 0 r3 <br /> z �� <br /> c Q W <br /> 1 <br /> O NZ <br /> ROOFING: 0 o -id <br /> ® ROOF SHTG. TO BE NAILED r/8d 0 6" I-- I © <br /> OC EDGES & 12" OC FIELD - UNBLKD. Q x z <br /> @ METH.ROOF: INSTALL PER I,FG. SPECS. 0/TYPE 15 a. E PA <br /> FELT 0/1/2"CDX PLYWD SHEATHING OR EQUIVALENT <br /> r/1/2" CCX PLYWOOD SHEATHING 0 0/HANGS. U <br /> ROOF FRAMING PLAN SCALEY4" = 1'-0" <br /> 4 / <br /> 5 <br /> 1 <br />