5406 S 1ST AVE 2018 Plans 2022-11-08

� FOUND�TION NOTES: j � 'GONG. TO BE 5 SAGK FG=3'D00 P51 �a 28 DAYS. ; � "REINF'G STEEL ASTM A-615 GRADE 40 OR BETTER. I ' W M. *FODTINGS TO REST ON 2,000 PSF UNDISTURBED SOIL. Q-�' C�9 MINIMUM GONGRETE GOVERAGE OF STEEL TO BE 4 y ` 3"GLE,�R @ BOTTOM OF FOOTINGS. /�� q , �� . '` � � 2" GLEAR @ OUT5IDE OF WALLS. I / 2" GLEAR Qa IN51DE OF WALLS. � � � �' ,� ,µ22s o c�,w 'PROVIDE 1/2" MIN. DIA. STEEL ANGHOR BOLTS EMSEDDED�" MIN INTO Fci�ER� �� GONGRETE PER SHEARWALL SGHEDULE. PONY WALL TO BE SS�ONAL E�� Sl'S0/201 S (2) BOLTS P�R 51LL PLATE MIN.w/ 1 BOLT LOGATED NOT MORE TFiAN 12 BUILT PER SW ABOVE INGHES OR LESS THAN SEVEN BOLT DIAMETERS FROM EAGH END OF THE 42�-0" �'�_3'a�' �9 PLATE SEGTION. ANGHOR BOLT YVA5HER5 MUST BE A MIN OF 3"X 3"(5QUP�RE)X 1/4 THIGK. , „ , N *GONTINUOUS GONGRETE FOUNDATION WITH STE�L REIN�ORGEMENT 34-2 1•10 *PROVIDE 50LID BLOGKING OVER SUPPORTS. li *ALL SHEARYVALL FRAMING ANGHORS P�ND HOLDOWNS TO BE INSPEGTED 'I TYP PONY 3 TYP TOP 2 4 � FND PRIOR TO GOYERING. TO FND S� OF PONY S1 S1 *IF REQ. DOWNSPOUTS SHALL EMPTY INTO A 4"TIGHTLINE THAT SHALL RUN THE PERIMETER OF THE FOUNDATION AND EMPTY IN AN APPROVED — — — — — — — — — — — — — — — — — — — — �— — — - - - - - - - - - - - - - - - - - - - MANNER. ` � ° - *�XTERIOR FOOTING TO SE 18" MINIMUM BELOW GRADE. U.N.O. ' rl T I T I T I T � � O� � � � � � � � � � I � GRAWL AGGE55: 18 X24" MIN OPENING SHALL BE SGREENED OR GOVERED. I I I I I I 'INSUL. AND WEATHERSTRIP WH�N LOGATED IN HEATED SPAGE. I ,; I I I I I I I I I I I I C I I I I I I I I I I I I � ' � � � GRAWL VENTILATION: �— � *NET AREA OF NOT LE55 THAN 1 5Q. FT. FOR EAGH 300 5Q. FT. OF AREA. � � � � � � � � � (WAG 51-51-0408 SEG. R408) i I ' ( I I I I I I I ( N I I % �� I I I ( I I I 'SHALL BF GDYERED WITH GORR05tON-RE515TANT WIRE MESH'/<" M,4X. # � � OPENING 51ZE. . �� ( I I I I I I I I I � I I I I I I I `_�;.f I I I I I I � � � � � *REQ'D = 678 S.F.l 300= 2.26 S.F. � ; 3 Q _ _ — — _ _ _ � � *NET FR�E AREA PROVIDED PER YENT= 14.5"x6.5"/ 144 x .l5= .491 S.F. � � � � � ( , � *PROVIDE : ( 5 ) .4q1 S.F. _ �6 S.F. "P � I I I I I I �' I � r - - - - - - - - - - - - - - ( � GR�4WL5PAGE; � � ( I i b IL B G I P�OLY VAPORIBARI IERI I I � I I I I ` I I I •INSULATION WRAP ALL PLUM NG AND UGT5. L,�P EdGE5 12 � 2 I I � I I *PROVIDE b MIL. BLAGK YAPOR BARRIER TD LaY ON GRADE AND T BE i I �p` I I I I I I I I I J3 ( ( I I . I 1A I ^ I ATED 12" MIN. RUN UP IN51DE OF FOUND.WALL TO TREA�TED 51LL I i I I I I I I I I I I I I I I I I I I � �� I ., I 'PROVI510N5 MU5T BE MADE TO PREYENT WATER FROM GOLLEGTIN6 IN I I � � � 14-� I I 5 5U PORT P�ND BEAMS NOTES: !I -��.4n 4�.{�0 4�.(�n 4�,ba 4��n ��.,¢ii I ( I *WOOD GOLUMNS. j ' � � � ' WOOD GOLUMNS SHALL BE APPROYED WOOD OF NP�TURAL DEGAY '� Q I ' I I I F2•0 I ° I 4 RE515TANGE OR APPROYED PRE55URE FRESERYATIVE TREATED WOOD. I �I N I I I I I I I I I I I I I 4x4 HF2 P.T.POSTS(4x6 @ SPLICE) N EXGEPTIONS: I I I,--.�` �.--,�` �,-- ,` �, ,,�, �,- ,I` 2 O � I I 1. P05T5 OR GOLUMNS WHIGH ARE EITHER EXPOSED TO THE WEATH�R i ' ' ' ; �- I I I I OR LOGATED IN BASEMENTS OR GELLARS, SUPPORTED BY PIERS OR II ' I � � ` � ` � ` � METAL PEDE5TAL5 PROJEGTING 1 INGH ABOVE THE FLOOR OR FINISHED ``I'' I ( I` '' I ' ' `` r' ' " II� `` � I I` GRADE AND b INGHES ABOVE EXP05ED EARTH,AND ARE S�PARATED 4x10 HF2 STRINGER BM. � J THERE FROM SY AN AFPROYED IMPERYIOUS MDISTURE BARRIER. � � � � 18x24"GRAWL � ° � I I I 1ix24x1i"TYP.I(5)PLi CES I I I � I 2. POSTS OR GOLUMNS IN ENGL05ED GRAWL SPAGES OR UNEXGAVATED RGGE55 I , I I I AREAS LOGaTED WITHIN THE PERIPHERY OF THE BUILDING, SUPPORTED WEATHERSTRIP I I I ( �. I hND SEAL I I BY A GONGRETE PIER OR MET?�L PEDESTAL AT A HEIGHT GREATER THAN ' � I I I I I I �j I I I II II I I I I I 8 INGHES FROM �XPOSED GROUND,ARE SEPNRATED THEREFROM BY AN � O m m m I I �� IMPERVtOUS M015TURE BARRIER. i I a I � I I I � I � I � I I `* I , I S1 "/2' MIN AIR SPAGE @ TOPS, 51DE5, OF BEAM ENDS ENTERING GONGR�TE i � li � I I � I -"��' I I MULTIPLE J015T5 LAM'D TOC�ETHER W/2-16D EAGH END. i � I I I I I I I I II II f II I I — -� *A P051TIYE GONNEGTION 5H,4LL BE USED TO ENSURE AGAINST UPLIFT '� I I N I � I I I AND LATERAL D15PLAGEMENT. � � I I I I I I � I I I I I ' I * BEARING PaRTITION SUPPORT i � I � I p I I ( � I J015T5 UNDER AND PARALLEL TO BEARING GONDITIONS SHALL BE DOUBLED. INGLUDING J015T5 USED IN WALL BRAGING PANELS. ' I I I I I I I I p I I I II II I II I I ( I 'BEARING PARTITIONS PERP. TO J015T SHALL NOT BE OFFSET FROM � ( I I N I I�— � �— - - -1 �— —,I I SUPPORTS MORE THAN THE DEPTH OF THE JOIST. I � I L — - - — — J - - - - - - - - - - — R319.3FA5TENERS. � - - - - � �, I FASTENERS FOR PRE55URE-PRESERYATIYE�ND �IRE-RETARDANT- I _ _ _ � _ _ _ __ _ _ _ _ _ _ _ _�_ _ _ _ l _ _ _ _ _ _ _ _ _ _ _ _ TREATEDWOODSHALLBEOFHOT-DIPPEDZINGGOATEDGALYANIZED ' i — F2� L— —J F2� — STEEL, STAINLE55 STEEL, 51UGON BRONZE OR GOPPER.THE GOATING � 5 F2.5 x 4.0 5 WEIGHTS FOR ZINGGOATED FASTENERS SHALL BE IN AGGORDANG� �; � WITH ASTM A 153. i ��-0n S1 8�_3" I'-6" S'-3" S1 2'-0° EXGEPTIONS: 1.ONE-HALF-INGH DIaMETER OR LARGER STEEL BOLTS. � 2.FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE I 20�-0" - 11�-0" PERMITTED TO BE OF MEGHANIGALLY DEP051TED ZING-GOATED STEEL j � � � � ' ` ; WITH GOATING WEIGHTS IN AGGORDANGE WITH ASTM B 695, GLA55 55, I __ ` _� ' MINIMUM.h ASTM B 695 Glass 55 minimum. � ` 42�-0" SLOFE ALL EXT�RIOR 5L.l�BS AWAY PROM BLD'G '/<" er1'-0" MIN. � . U5E 2x10 P.T. RIM JST. or RAISE FDN YVALL � WHERE EXTERIOR 5.0.G. LANDINGS ARL SHOWN or REQ. i � LOY�tER-FLODR FRRMING NOTES: ' *ALL J015T5 ARE TO 6E 16"O.G. PPR PLAN. *PROYIDE GONTINUOUS BLOGKING OR RIM J015T PERIMETER. � "ALL GANTILEVERED J015T ARE TO HAVE LATERI+�L SUPPORT BLOGKING AT � BEARIN6 LOGATIONS. *PROVIDE PROPER BLOGKING IF REQUIRED AT ALL FLOOR PENETRATIONS. I •PROVIDE 50LID BLOGKING OR 5QUA5H BLOGKS UNDER ALL POINT LOADS AND BEARING LOGATIONS. 'PROYIDE JOIST HANGERS AT ALL LOGATIONS AT WHIGH J015T5 BUTT UP TO BE,4M5 OR OTHER BUILT-UP J015T5. •PROVIDE PRE55URE TREATED OR 6ALVANIZED FLASHING SEPARATION I BETWEPN J015T AND GONGRETE AT f4LL LOGATIONS. �I-�Y p� IEV��ZETT R i/IEWED �Q� P�FZiVIIT' 0 4, FOUNDATION �s��i 1/4"= 1'-O" �� 1 �� CRAWL SPACE OPTION ISSUED o��os�2o,2 R.P. SHE�T /�� 3922 Slth Ave N� Revised 12/10/2013 ��(""j� Maryaviile, UlA 98210 �•�1 Offlce: f425)391-1360 BRC3THERS �ax: 1425)334-1399 � o H A hl E S WWW.�d8C�Y0th�C8.00A1 ,1RR#12•14 B Not inc.D&S ShYs