5622 LOWELL RD 2017 Plans 2022-12-05

TABLE R4Q3.1(1} O � FOOTING SIZE � � � SNOW OI2 ROOF STORX&TYPE •�� LIVE LOAD W/LIGHT FRAME LOAD BEARING OF SOIL(psf) v � !�� d � 1500 2000 2500 3000 3500 4000 � ,� P m 1 slabongrade 12x6 12x6 12x6 12x6 12x6 12x6 � � � � lwithcrawlspace 12x6 12x6 12x6 12x6 12x6 12x6 v ,a; ,N � lplusbasement 18x6 14x6 12x6 12x6 12x6 12x6 � V � N 2 slab on grade 12 x 6 12 x 6 12 x 6 12 x 6 12 x 6 12 x 6 i�-� � ' (�_g^ �I c (�_�� ---T� � � � di 20psf 2withcrawlspace 16x6 12x6 12x6 12x6 12x6 12x6 � Q 2 plus basement 22 x 6 16 x 6 13 x 6 12 x 6 12 x 6 12 x 6 — — - - � � 3slabongrade 1�x6 1`Zx6 12x6 12x6 12x6 12x6 3withcrawlspace 19x6 14x6 12x6 12x6 12x6 12x6 � � � � 1OX24X24 r l 3 plus basement 25 x 8 19 x 6 15 x 6 13 x 6 12 x 6 12 x 6 I ❑ � � ❑ � CONCRETE � ❑ � L _ � I _ J PADS TYPICAL L _ �� R408.4 2��_�� - MIN 18x24 CRAWL 12'_p" � i'-61 � 13'-6" SPACE ACCESS IN o R�� EXTERIOR FND WALL G, MIN 6"FOUNDATION . WALL TYPICAL IF UNDER 54" OR BY TABLE R4041,2(2) OTHERWISE MIN 7.5" r - - - - - - - - - - - - - t � r- - - - - - - - - - - - - -� � o � � FOOTING PER � � R317.1 0 �, � � TABLE R4031(1) � � JOISTS MIN 18"ABOVE GRADE � ws1 I � � I � GIRDERS MIN 12"ABOVE GRADE � � i _ _ _ _ - - - - I � � i � � � I � I 6 MIL BLACK POLYETHYLENE GROUND s (� ^� R408.2 � � COVER OVERLAPPED MIN 12" o ry , H NET FREE VENTING AREA TO BE I I I THROUGHOU`I'CRAWL SPACE �r �✓ � 1/150 OF AREA VENTED.ONE ' VENT WITHIN 3FT OF CORNER � � � - - --- - - - -8070 - - - --- - - - b�A 8X16 VENT PROVIDES 70 SQ IN.NFV I � � '"{ [(AREAx144)/150]/70 � � — — — — — � • � � (1)VEiVTS REQUIRED I I � � � l 1d � � � � � � � ( � s�s��- 1i2°xooF oss I ' � I I I � � NAILED 8d AT 6"O.C.EDGE AND 12"O.C,FIELD* I I I I � � ' ATTIC V��rrIrrG � I I I I I I � � PER R806 RA�TERS AND TRUSSSES .--� 3/8"- 1/2"WALL OSB PER PLAN OR TRUSS MFG � � � I � Q�j NAILED 8d AT 6"O.C.EDGE II II I — — — � I � � AND 12"O.C.FIELD* � CEILING TO HAVE R-49 � BLOWN IN INSULATION I I I � TOENAIL(3)16d BOX — � � � � OR lOd COMMON � � EACH TRUSS OR ALL NEW WALLS TO BE RAFI'ER TO PLATE' 2x4 STUDS AT 16"O.C. I U I WITH JM PFS RIGID I I I INSULATION 3.5"BOARD=R-22 a' � � � � -16d AT 16"O.C.SOLE o R314 _ a PLATE TO JOISTS OR RIM JOIST TOE NAILED �' � I NO CHANGES TO � o �, R403.1.6.1 � BLOGKiNG* Tp T�P PLATE WITH � R315 �1 cv 1/2"CAST-IN-PLACE -END NAIL(2}16d 8d AT 6"O.C." I I I � HATCHED AREA i ANCHOR$OLT 7' SOLE PLATE INTO CONCRETE TO EACH STUD* � 68 � � MAX 72"O.C.* �� PLI'WQOD FLOOR DIAPHRAGNI I I � ( GLUED AND NAILED WITH 1-1/2" RING OR SCREW SHt1NK MIN I I W I I . WALL � 12.5 ga(0.099")SHANK DIA. ( I R404.1.4.2� -,� �------------------ -96"MAX WALL HT WITH � NEW JOISTS ' E�ISTING JOISTS � 68� Z $� I ( � � UNBALANCED BACKFILL NOT � R317 TREATED b MIL BLACK POLYETHYLENE GROUND I I I I I TO EXCEEA 48" SILL PLATE COVER OVERLAPPED MIN 12" � � I � � -(1)#4 HORIZONTAL IN UPPER 12" THROUGHOLtT CRAWL SPACE -6"LJNDER 54"OR BY TABLE - � � � � ^ R404.1.2(2),OTHERWISE 7.5" � � � � ` ( � WALL* —I I I I —I I I—I E I=I I DRILL AND SET '� f � i � QJ R403.1.3&R403.1.3.1 =�� I—I I—I I— EPUYY NEW REBAR � �-1 MIN(1)No.4 BAR NOT MORE THAN 48"O.C. �� INTO EXISTING I' I I � (� Q� THE VERICAL BAR SHALL EXTEND TO THE I I — - - - � � I � I I ^ � BOTTOM OF FOOTING,WITH STANDARD I I I—NEW FOOTING-�� FOUNDATION MIN 4" h, HOOK EXTENDING MIN 14"INTO STEM WALL. � � � � � � I I II I I B� OW�DE�� `° ` I �QU"L\ I I � R405 =I I I—i i i—i i i—i i i—i�� m I P, DR TIEM GE ��T��=�� C�=�( ! _ — _ — _ - - _ _ _ — � i � � — — � i�� FOOTING* I r— — — — — — — — — — — — — — � C'C� � R403.1.1 � � � � � MIN 6x12(1 STQRY)6x16(2 STO�Y) � � � � � � 6x19(3 STORY)CONC.FTG. � � I R403.1.3 (1)WITH No 4.CONTINUOUS MIN 3" � � � � � -4"FROM BOTTOiI�I OF FTG I I I I � R403.1.4 FTG MIN 12"BELOW UNDISTURBED � � � [� WALL SECTION SOIL OR FROST LINE(WHICHEVER � — — — — — — — — — — — — — — J I � IS DEEPER) � ws SCALE 1/4" = 1FT - i � L _. - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - J � 1 LOWER FLOOR z7�-o° / FOUNDATION � SCALE 1/4" = 1FT 06-03-2017 REVISED 09-28-2017