|
B .
<br /> A09
<br /> NOTES � �
<br /> ¢4'p" 1. PLANS SHOULD BE RE�IE{�'ED BY ALL SUBCONIRACTORS PRIOR TO START/NG '
<br /> CONSTRUCTION lF DISCREPANCIES EXIST PLEASE CONTACT ARCHITECT OR
<br /> 19'-4 1/2H 11'-0 1/2" 13'7" 0{�'NER/CONTRACTOR. N .
<br /> 2. ALL CONCRETE f00T/N�S TO REST ON FIRM �NDISTURBED EARTH {�ITH MIN�MUM c�
<br /> 9�6» g�_�p ��2° 12�4» >3» 1,500 PSf BEARIN�PRESSURE. REFER TO SOILS REPORT{�fIEN REQUlRED. Q o
<br /> 2 3. CONCRETE COMPRESSI�E STRENGTH F'C = 2500 PSI, GRADE 40 RE�NFORCEMENT. � N
<br /> 10 10 10 �p 4, ALL {�OOD lN CONrACT{�TH CONCRETE, �ASONRY, EARTH, OR EXPOSED TO � o �
<br /> AD1 � {�E"A lNER SNALL BE PRESSURE IREA IFD,
<br /> � N
<br /> — - - - - — °O ' - - 5. �ERIFY ACL DIMENSIONS AND fIELD CONDITlOIyS. 0 a'
<br /> ,• :, . .. °: a 9 . : , , . , ;, ; , a LPEMNN �
<br /> 6. PRO�IDE TE�IPORARY BRAC/NG AS REQUIRED UN11L AL R A E T o
<br /> � —— — —— � _—�, �` I C�NNECTIONS AND S11FfENIN6S HA�E BEEN�NSTALLED, _ °p ,
<br /> �
<br /> I '.j; 1 � j��' 7. ALL ISOLATED SPREAD FOOTINGS TO BE 24'X24"X10" �ITH (3)#4 BOTTOM EACH � a ,
<br /> I ` - - �-�-`��L - - � ' I �AY TYPICAL U.N.O. ,,,. �
<br /> I I 8. CONCREIF PRO1FC110N FOR RE/NFORCEMENL' : �
<br /> � - � A. 3" CAST AGAINST EARIN. .O o
<br /> 1'4" � ':I 2X10DF#2�16"O.C. o _ o B. 1 1/2"EXPOSED r0 EARTH OR �£ATHER. � m
<br /> » ; � �` 8" A�� ^ C. �3�4"NOT EXPOSED TO EARTH OR W£ATHER, � �
<br /> 8 _ _ X _ _ ; , „ 9. METAL FRAMING CONNECTORS SPECIFIED ARE�ANUFACTURED BY THE SIMPSON � a
<br /> � I :�� i �.�' I�-4 � COMPANY. SEE LATEST CATALOG EDITION INSTALL PER SPECS USE ONLY � � •
<br /> ( ( � I A10 EQUI�ALENT SUBSIJTUTIONS V o
<br /> ; .j � � 2 10, ALL METAL CONNECTORS SUPPORTED BY PRESSURE 1REATED MATERIAL SHALL L- N
<br /> �
<br /> � FoonNc N
<br /> = ( °., I $ �' A�� 36°X36'X10" . BE »Zr�AX"(G185 HOG PER ASTM A653) OR EQUI�ALENT AND FASTENERS SHALL Q N .
<br /> o � � . � _ � ,� o BE PER AS7�A153.
<br /> �, 1 0 �'_4" — � , , v 11. ALL FRAME NAILING TO COMPLY�ITH IABLE R602,3(1), 2015/.R.C. BLOCK ALL .
<br /> ADl - - � - - �- - — APA RA�ED SHEATHING EDGES AND NA�L �ITH lOd AT 6"O.C, TYPICAL, U.NO 4N
<br /> I ' � � � I 1 :� I 8 � SHEAR {�ALL SCHEDULE, NAILING JNTO PRESSURE TREATED �AI�RIAL SHALL BE
<br /> � - � ��- ,-� � - - ADl � N HOT-OlP GAL�ANIZED PER AST�A153. �
<br /> ,q I �;�I S1 \ / 2-� � A 11. PRO�IDE 14"X7"FouNoAnoN �Nrs �yi� �/4"CORROSION RESISTANr{�RE
<br /> A09 — � �� S1 _ _ a.. I
<br /> —_�— A09 MESH. W
<br /> _ _ _ � _ __ __� � o o FOUNDATION �ENr CALCULATION' U
<br /> - - � � �, �__� - - ' I � o TOTAL CRA{�Z SPACE AREA: 474 S,F. �
<br /> �4 J � ��_ _ }--- � _ _ � � I�NT AREA REQ'D.� 474 S,F./150=3.16 S.F. z
<br /> Z � X � --� � I �� °,� I � �, Z (ASSUME.51 SF. NET l�Nr AREA PER �ENZ) W d'
<br /> I ..
<br /> O ., I - - � - I �{— _ � N0, I�ENrS REQD.: 3,16 SF./.51=6�£NTS �
<br /> a � �� -�-r-- �1 r ' I � p INSTALL FND l�ENTS�N R�M JOISTS {�IERE�ER L� � N
<br /> o ,I ( � I I ( � o POSSIBLE. INStALL A t LEAST ONE �EIyT{�THIN THREE fEET OF EACH BUILDIN� �" J �
<br /> � _ _ _ — — — / � — � � — — — a L — — — — — — — _ � CORNfR lF PRACTICAL, C� a .
<br /> � - -- -- --- - -- --- -- --- - - --- --- - --� — — _ �
<br /> �.�..�
<br /> j ( � � T ^ EXISTING FOUNDATION� � � �j �� � EXISTING FOUNDATION � � I j � � �j
<br /> I
<br /> = i 2 I j ( I � I f � I I I z 0 �„_
<br /> Q
<br /> � � I ADl SlM I � I I � I I ADl I I I � Q � W .
<br /> � I � 6 B I I I I C I v� L t�
<br /> w � I � AD1 A 0 9 � i � r -- - ��-=_=J � A f o I I I � N � W
<br /> I i i �- --- j I I I � � � .
<br /> I I I I � I L� ( I CONCRETE SLAB I � � W
<br /> � I � � � ql I � � Q �
<br /> � i ( � � � i � � .
<br /> � i � � � � � � _
<br /> n �
<br /> II I CONCRETE SLAB I i I �� � r- - --� � __ ______ __ ____ _� I
<br /> � i � � i � li ii � i �
<br /> � � I I � I � i � � I � � . -
<br /> li � � il ii ii ( i � ,
<br /> � i � � � , i �--� � i ( ,
<br /> � i � ( i � ii ( i � .
<br /> � i � � � ii - ( i )
<br /> � i � - - - - - - - - - - - - -lil� - - - -ii- - - - - - -- - - - - - -Ji ) ..
<br /> �L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -�� �
<br /> � O
<br /> � Q N -
<br /> � ti
<br /> LEGEND z N -
<br /> �
<br /> � �NDICATES EXlS11NG CONCRETE STEM{�ALL � O
<br /> Q W
<br /> ❑ lNDICATES POSTS OR 2x6 SJUDS � �
<br /> 16R 0/C ON P.T. 2x6 SILL z Q
<br /> � INDICA IES NEj�CONCRETE STE�{�ALL � � �
<br /> O
<br /> �
<br /> � �NDICATES HOLt10{�S
<br /> SEE SHEET Sl FOR SHEAR {�ALL SCHfDULE -
<br /> O lNDICATES DO{�V SPOTS EXlSl1NG AND NEW �
<br /> Q S TlE TO EXISTIN�ORAIN SYSTEM
<br /> � � ,�
<br /> � �
<br /> 4 �
<br /> .�������� �
<br /> �4 ������ ��� �� 2018 06 HA
<br /> �.
<br /> �
<br /> �r �
<br /> ����� � i
<br /> ���
<br /> �
<br /> � ��
<br /> FOUNDATION PLAN
<br /> scale 1 /4" = 1 '-0" �
<br /> �;��� �� ������-� Ao4
<br /> ����f������ ��� �'���9� _
<br />
|