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si� coNornoNs: <br />t. IF SOIL CONDIi10NS ENCWN1ERm AT <br />EXCAVA110N DIFFER FROM hiE SqL BEARING <br />CONDI710N5 W7UNm UNDER 'DESIGN LOADS', <br />CONSULT ENGINEER BEFORE PROCEEDING. <br />2. ALL FOOTNGS SHALL EXIEND TO BELOW FROST <br />IJNE AND 91ALL BEAR ON UNDIS7URBm, NATVE <br />SqL <br />3. REMOVE LOOSE SOIL tROM SUB-GRADE BEFORE <br />CONCREIE PUCEMENT. <br />4. D(CAVAiE CRAWLSPACES TO PROVIDE A <br />MINIMUM NET CLEARANCE OF 1B� TO BOTTOM OF <br />FLOOR JOIS15 AND 12' TO BOTTOM OF BEAMS. <br />CONCRETE: <br />1, CQ�l1ER ALL POSTS ON FOOTINGS UNLESS NOlID <br />oni��nse <br />2. PROVIDE NET 6� CLEARANCE fROM SILL TO <br />FlNISH GRADE. <br />3.DAMP PROOF FOOIING AND WALLS, AND INSTALL <br />PERFORATED DRAINS AS REWIRm BY SITE <br />CONDITIONS. PROVIDE DOWNSPWT AND SEALED <br />SURFACE DRAINAGE AS REWIRED BY LOCAL <br />CODES. <br />4. INSTALL El(PANSION JOINTS IN ALL <br />NON-RQNFORCED SLABS. SLOPE ALL IX7ERIOR <br />SUBS TO PROVIDE PROPER DRAINAGE. <br />G�NERAL CONSTRUCTION NOTES: <br />REINFORCING: <br />1 INSTALL REINFORGNG PER ACI STANDARD <br />PRACTCE. SPUCE CORNER AND CON7INUWS <br />BARS W1TH 30 BAR DIAMEiERS. <br />MISCELLANEOUS: <br />1. YMERE APPL1CABii� PROVIUE <br />MINIMUM 18'X24� CR�MIL SPACE <br />ACCESS. uATTICNACCE55 T03HAVE C <br />3p' CLEAR HEADROOM• <br />2. MINIMUM BAR COVER E%POa�JRE: WEATHER <br />..1/2'. EAR1H 3�, ALL OhiER 3/4'. PIACE ALL <br />t',2E MESH AT MIDPqNT OF SU95 U.N.O. SHEAR NAILING <br />1. PRESCRIPIIVE SHEAR NNIJNG O 6' O.C. ALONC <br />�. MINIMUM ANCHOR BOLT EMBmMENT 7' UNLESS P�d m� µp �p' O.C. PANEL FlELD• <br />NOTED OIHERWISE• APPLI7NG TO BO1H ROOF AND W�• <br />4. 11E NEW FOOIINGS TO EXISIING W11H A <br />MINIMUM OF TWO /4 BARS AT EACH INTERSEC110N <br />WITH A MINIMUM EMBEDMENT OF 7'. <br />CONNECTORS: <br />1. ALL METAL CONNECTORS SF:ALL BE �SIMPSON' <br />OR APPROVED EWIVALENT. <br />5. CONCRETE WALLS 8� OR OVER, DO NOT 2. FRAME NAIIJNG SHALL COMPLY W11H IRC <br />BAq(FlLL UN11L SUBFLOOR IS IN PLACE, OR TABLE R602.3. ALL NAILS SHALL BE COMMON <br />UNLESS WALL HAS B�l IDENiiFlm AS A MARE NPJLS U.N.O. <br />RETAINING WALL PER ENGINEERS NOlES. <br />WOOD FRAMING: a. use cur w�sH�s �T eo�t�o carNEcnoros, <br />CONNECTORS EXPOSED TO WEAIHER SHALL BE <br />GALVANIZED OR HAVE APPROPED COAt1NG. <br />1. FRAMING LUMBER kILN-DRIED TO 19x MqS1URE <br />CONIENT, GRADED AND STAMPm PER 51D. GRADING <br />RULES PER WCUB OR WNPA AS APPLICABLE. <br />2. GRADE AND SPECIES PER FRAMING PLAN AND <br />'DESIGN LOADS'. <br />3. ALL SILL PLAlES, DEpC SUB-S1F2UCTURES, <br />POSTS AND BEAMS EXPOSED TO WEATHER� AND <br />ANY WOOD IN CONTACT 1M1H CONCRETE OR EARiH <br />TO BE PRESSURE 1REAlED. <br />4. COLUMNS AND POSTS SHALL BE FRAMED TO <br />TRUE END BEARINGS MA1H ADEOUATE ANCHORS AT <br />TOP AND BOTTOM TO ASSURE AGAINST UPUFT AND <br />OISPLACEMENT. <br />5. PROVIDE JOIST BEARING OF i-3/4' ON WOOD, 3' <br />ON CONCRETE. <br />6. SOLJD BLOCK AT MIDPOINT OF ALL S1UDS OVER <br />10', BELOW PERPENDICULAR BEARINC PAR11110NS, <br />AND ABOVE G1R�ER5 SUPPORTING J01515. <br />7. WOOD ENiEF21NG MASONARY OR CONCRElE <br />SHALL HAVE 1' AIRSPACE AT TOP, SIDES, AND <br />ENDS. <br />8. FlRESTOP AND DRAFiSTOP TO CUT OFF ALL <br />CONCEALED OPENINGS. <br />9. GLUE-LAM BEAMS SHALL BEAR AITC INSPECTION <br />STAMP NND SHALL BE ARCH�lECNRAL GRADE <br />WHERE EXPOSED. <br />PROPOSED INFILL <br />AREA <br />14'-0"X14�-0'� <br />(196 SQ.FT.) <br />PROPOSED <br />GAR 4�E��X14�N ( <br />(196 SQ. FT. <br />EXISTING <br />GARAGE <br />Provisions sh��.11 b� rn,de (or th� control arn,l dr��i��i ::� c,f s!irfaee <br />�vater around buildings by: gutters, drain lincs, inl ts .n'•d r,atch <br />L�;ins or otli �r necessary drainn�e structures and shall b� installed <br />iicre storm w�ter disposal cannot ba obtained without their use o <br />�� eresion cannot b�� prrveni�d by finish rrading and planting. <br />y�vclls shall not t�-� ���- . �, .. �„ ,.._.., c.h:r�� ihe soil i; not well <br />�intd and�or poroic. <br />. S�;:ding shall bc pro��id� d to r.�,r;ure: <br />(a) Diversion of watar a�vay frotn buildim,s. <br />(bl Pravention of standing water and scil saturation detrim�nt:d <br />to structures and lot use. <br />,':i Th �t natural drainag� cttannels or basins are n�t ���- '' <br />lill�d. <br />� � > fn� th�z d�s�o�_�I of water tro�� � <br />Roof trussee to be de <br />a�d drawing prepared <br />a State licensed struc <br />engineer. <br />�� �� �:�iy. <br />PROPOSED <br />ENT,RY „CA�JOP„Y <br />8 -0 X6 -0 <br />V (48 SQ.FT.) <br />11' ItLII.UI,`;�i IS NU7' PUSIIIONI:C <br />�\I)i(':\ll:l) O\ ;1PPROVI:U SI'I'G PI <br />\ NG1V SITf PLr\N SFI:\LL 61: SUL3'. <br />� I U. NO FU12'IIiISR INSPBCTIONS \' <br />lit \t.\DL (lN "I'HIS PROI[CT UN'I'1L <br />RG�ltil'I) SI I I'. 1'L:1N HAS B�LN APP <br />LD 81' "I�IiP IiIIILDING�PUIILIC VVl) <br />ll l� I' 1'S. <br />It is e,,,c,.r> r�po:�:i�i'�,dy ?o �;si��lisq �n�l slak9 �II <br />!e; eiP� lines. <br />EXISTING RESIDENCE <br />J <br />Q <br />F- <br />Z <br />W <br />� <br />z <br />O <br />�' <br />� � <br />f � <br />HE r <br />�\'- J - <br />�O �S <br />� <br />�Q � <br />WwW <br />� � <br />�J � <br />Q <br />� <br />Q <br />� <br />PAGE <br />d' <br />O <br />N <br />� <br />T <br />Q <br />� <br />H <br />� <br />w <br />� <br />w <br />� <br />W <br />� <br />� <br />Q <br />Z <br />Q <br />� <br />Z <br />O <br />� <br />� <br />O <br />0 <br />� <br />1.^� <br />�, . <br />