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• <br /> e _, , 1 <br /> �� z g <br /> 15'-0' <br /> um- 12'-d' BUILDER AND CLIENT ARE RESPONSIBLE TO VERIFY �-' I liHEIGHTI WIND CONCRETE PATIO 1 . DII:THSONS, PLATE HEIGHT, FLOORzs <br /> TO LRE OF DECK ABOVE HEIGHT, OVERHANG, ROOF PITCH. MATCH EXISTING. a <br /> \ \ 1 et ee n <br /> \ EXIST DECK ABOVE UNE OF EO3ST PATIO \ <br /> Z N LA N <br /> NEW CONC. g .r.r <br /> EXG COL.(TYP OF 2 LOCS) P.T. 4x4 HIP Ca,CONNECT TO FTG. W/ o <- <br /> I.) ® NEW CONC. E' SIIPSON ABU44z AND TO BEAM ABV. WI If Its? o GENERAL NOTES m KL <br /> SPPSON t 4(TYP.OF 5 LOCS) ;I- <br /> 12 pAllp �, FOR WINDOWS WITH OPERABLE OPENINGS MORE THAN 72' <br /> Its71 <br /> ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE V <br /> \ (- �15 E ]5 <br /> EoJ00i <br /> 1142 LJ 24'L MINIMUM ABOVE THE FLOOR. EXCEPTIONS: FUU_Y OPEN _ al <br /> Z <br /> 1 O BARS 018'O.C. \ \ WNDOWS WHERE A 4' SPHERE MAY NOT PASS THROUGH �„ 3 <br /> en <br /> tD F STUB OUT 24'L # 6'- i 1 4 OR WHERE FALL PREVENTION DEVICES ARE PROVIDED PER <br /> ¢4 BARS NO118'O.0 1O-1 6' 6 6-6' / NEW CONC o� ASTN F 2090 OR R312.2.2. W <br /> -1 ,$ 6 s•D\ PROVIDE SAFETY GLASS PER IRC R3D8. 0 a r' <br /> in8 Ib SKYLIGHTS TO BE DOUBLE PMEL SHATTER RESISTANT <br /> APPROVED RIGID PLASTIC, LAMINATED SAFETY GLASS, <br /> FULLY TEMPERED GLASS, HEAT-STRENGTHENED GLASS. ■■ <br /> \ OR WIRED GLASS. PROMS 4' MNMAN CURB (OR SELF <br /> �- FlA9HNG ASSEMBLY WTH 3:12 MNIdJM PITCH OR PER 0 <br /> 2,-0. 3'-0' MANUFACTURER INSTRUCTIONS). °D & 7 <br /> f <br /> HOSE TO BE BACKFLOW PREVENTION AND FREEZE <br /> RESISTANT TYPE. a <br /> ALL HOEDOWNS. FRAMING ANCHORS &SHEARWAIJ. n ai <br /> NAI.NG MUST BE INSPECTED ERRE COVERING, ,,...,.„ <br /> FOUNDATION CONNECTION ~ � ' <br /> 0 <br /> i <br /> CONNECT NEW END. TO EXG. iv/(2) # REBAR AT WALL <br /> AND (2) i4 REBAR AT FOOTING. DRILI.INTO DOSING <br /> FOUNDATION 4'. SET IN EPDXY ANCHORING ADHESIVE. C <br /> EXIST CRAWL CONVERTED TO 'ADU' <br /> UNDER PREVIOUS PERMIT co <br /> TREATED WOOD NOTES: 7 N <br /> R317.1 LOCATION REQUIRED. PROTECTION OF WOOD AND <br /> WDOD BASED PRODUCTS FROM DECAY SHALL BE PROVIDED ci N <br /> RI THE FOLLOWING LOCATIONS BY THE USE OF NATURALLY <br /> DURABLE WOOD OR WOOD THAT IS PRESERVATIVE-TREATED i= o <br /> N ACCORDANCE WITH AWPA U1 FOR THE SPECIES, °° <br /> a In <br /> PRODUCT, PRESERVATIVE AND END USE. PRESERVATIVES c > <br /> SHALL BE USTED N SECTION 4 OF AWPA U1. o L <br /> 1. WOOD JOISTS OR THE BOTTOM OF A WOOD STRUCTURAL <br /> FLOOR WIEN CLOSER THAN 18' OR WOOD GIRDERS MN C <br /> CLOSER THAN 12'TO THE EXPOSED GROUND IN CRAWL <br /> SPACES OR UNEXCAVATED AREA LOCATED WITHIN THE <br /> •o 2. ALL PERIPHERY <br /> FRAMING MMEEMBERS FOUNDATION. <br /> REST ON CONCRETE <br /> v i OR MASONRY EXTERIOR FORMATION ON WALLS AND ARE LESS <br /> _ THE EXPOSED GROUND. <br /> 3. SILLS AND SLEEPERS ON A CONCRETE OR MASONRY <br /> SLAB THAT IS IN DIRECT CONTACT NTH THE GROUND <br /> ID UNLESS SEPARATED FROM SUCH SLAB BY AN NPERVIOUS O <br /> .W MOISTURE BARRIER. <br /> 4. THE ENDS OF WOOD GIRDERS ENTERING EXTERIOR I— •M <br /> MASONRY OR CONCRETE WALLS HAVING CLEARANCES OF 340ei <br /> LESS THAN i¢' ON TOPS, SIDES AND ENDS. N al c <br /> 5. WOOD SANG, SHEATHING AND WALL FRAMING ON ME = -¢ 1 <br /> EXTERIOR OF A BUILDING HAVING A CLEARANCE OF LESS 3 <br /> THAN 6' FROM THE GROUND OR LESS THAN 2' MEASURED ( ) M <br /> VERTICALLY FROM CONCRETE STEPS, PORCH SLABS,PATIO to L <br /> ' <br /> SLABS, x SIMILAR HORIZONTAL SURFACES EXPOSED TO cvv <br /> THE <br /> Niv <br /> 6. WOOD STRUCTURAL MEMBERS SUPPORTING W co w <br /> MOISTURE-PERMEABLE FLOORS OR ROOFS THAT ARE <br /> EXPOSED TO THE WEATHER SUCH AS CONCRETE OR —I <br /> MASONRY SLABS,UNLESS SEPARATED FROM SUCH FLOORS Q <br /> OR ROOFS BY AN IMPERVIOUS MOISTURE BARRIER. <br /> 7. WOOD RARING STRIPS OR OTHER WOOD FRAMING <br /> EXIST MEMBERS ATTACHED DIRECTLY TO THE INTERIOR OF <br /> EXTERIOR MASONRY WALLS OR CONCRETE WALLS BELOW <br /> GARAGE GRADE EXCEPT WERE AN APPROVED VAPOR RETARDER IS <br /> APPLED BETWEEN THE WALL AND THE FURRING STRIPS OR <br /> FRAMING MEMBERS. <br /> R317.1.1. FIELD CUT END, NOTCHES, AND DRILLED HOLES OF t,.. O CC <br /> PRESSURE TREATED WOOD SHALL II RETREATED N THE <br /> EXIST FIELD PER AWPA M4. <br /> CRAWL <br /> R317.3.1. FASTENERS FOR PRESSURE PRESERVATIVE AND <br /> FIRE-RETARDANT-TREATED WOOD SHALL BE OF <br /> HOT-DIPPED GALVANIZED STEEL, START ESS STEEL, SILICON <br /> BRONZE, OR COPPER. SHEARWALL BOTTOM PLATE NAILING P o <br /> L <br /> AND ALL NAILING AT PRESERVATIVE TREATED WOOD ( L <br /> MEMBERS SHALL BE HOT-DIPPED ZINC-COATED GALVANIZED `0 z <br /> ZINCNAILS. COATING WEIGHTS O <br /> AS REQUIRED PER ASTM A 153. IN THE ABSENCE OF O w 3 <br /> MANUFACTURER'S RECOMMENDATIONS, A WNW OF ASTM <br /> A 653 TYPE 6185 ZINC-COATED GALVANIZED STEEL„ OR O 5 C <br /> EQUIVALENT, SHALL BE USED. i� <br /> z ce <br /> I., FOOTING SCHEDULE o <br /> .--..1„...--.--..1„...— MARK HxWxD RONF. BAR O a NNZ <br /> 12 6x12x12 oI o z <br /> Ltd <br /> EXIST O 1' <br /> •" NEW CONIC. 1' 15 7x15x15 I— fa <br /> COV 18 8x18x18 G= 55 <br /> PORCH Y \ \ \ \ 20 9x20x20 a_w <br /> STUB OUT 24' L 24 10x24x24 (3)14 EA. WY. o�' <br /> EXIST. 14 BARS 0 18'0.C. 2'-0• I 3'-0' 30 12x30x30 (3) 4 EA. WY. c) <br /> DRIVE <br /> 5'-0• 36 12x36x36 (4)14 EA. WY. <br /> 15C 8x15 CONT. (2)14 CONTIN. <br /> ALL EXTERIOR FOOTINGS TO EXTEND <br /> 18' BLW FIN. GRADE MIN. UNLESS ( <br /> FOUNDATION PLAN SCALE: NOTED OTHERWISE. STRIP ALL WOOD <br /> X. - 1'-O' FORMS PRIOR TO BACKFIWNG. 2 / <br /> / 5 <br />