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<br /> � ( �� _ �? � � (`) � � �) � 2x #2 HF Studs �� \�
<br /> t _ _ � � � 16" o,c, r 5/8x 10 A,B, per Schd w/2" sq x 3/16" washer
<br /> #4 1�"� o,c, Horz, & Vert, min
<br /> � T p�4 � �conc pad \Over 2' Hi-#4 10" o,c, Horz, �
<br /> � � � � �
<br /> i o i � 16" o,c, Vert, w/6" f tg hook
<br /> � � � _ _ �=-�_-�_�� To Btm bars-1/2 of max spacing
<br /> m i r' i � �� i -�;�i�1-1--I=a`. . 1 " min �
<br /> N i � � �4 6 � � f i ll,-' = (2) #4 Cont, Horz,
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<br /> -2 T-2 � T-2 f i i ( f i T-2 i � � i i � � i Ci�1F�A�GE& STBvI FOI�DATION WALL DETAL $ g �,
<br /> X � a , � a � , _ � � _ � � 6 _ .
<br /> Vents in Rim Joist (typ) � , „ N N � – � � – � -' , „ � – – � � – – � 1/2"= 1' 0' � � �
<br /> 3 6 _ ___ 5 0 �
<br /> I � I i�I `� IRC 2009 EDIfION � � �
<br /> — — — — — — — — — — — — — — — — = - — — — — — — — — — — — — — — — — � — — T — — 1 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — � f�lERAL NOTESa � m
<br /> I � i � � � 1500 PSF SO��BEARING PRESSURE� � Q � �
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<br /> � / � �I I_--1'� � � 5 SACK t�NT P� CUBIC YARD, '— � T CEO
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<br /> � i i �� ' i ' � co c pad i � i i PROVIDE TEhPORARY BRACINGS AS REO'D
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<br /> i i_ _ _ �� i i i ! ! �,-�� _ _ ! , � � +- conc slab rn i i > i _ _ _ _ _ _ - - - i i �� lue, nail 6" ed e, 10" f ield � N
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<br /> i � �— - � �� _ � � � �- � 6�A 3� i � i � p i � � i � p � � i i 2x F,J, C 16" o,c, Solid blocking � support � I �
<br /> i � _ _ � - � _ _ 5 � _ _ � i � o � � o# N I i i � i � _ _ , � _ _ � � _ _ a i 4x4 or 4x6 Wood columns as required H _ �
<br /> i i MAB15 anchor �
<br /> i i ,� c,�. � i � i i 2x4 or 6 ties nailed with 4 16d each f— m pp �< ��
<br /> � � 7' 6-1/2" 7' �=1%2" � i = � °' N 2 Car Gara e r, � � i � i � � Set wood columns on 90# felt rotectors „ � ��` �
<br /> � � � 003 � 0 9 ,� i � - - - - - i � � � � p - - - 8 a
<br /> i i i i � � Slope to door i i i i i i i i Anchor column to f ooting with MAB 15 y _ � " 0 � �
<br /> i � i � � �_ i , r - - - - i � � � F,J, 24 � � � :
<br /> i ' i step up 11 1/4' i � � , i _ i , � � � i � 24" O Q
<br /> � Embed ,t,2x8 i m i
<br /> � i i i i � T P 2 i i i i i i i i i Beam Solid blocking (2) #4 ea wa �-�- � �
<br /> i � i yp �- i i � _ _ _ _ _ _ _ _ _ � i lx4 scabs y
<br /> � � � - - - - - - - � � � � � �- - - - - - - - - - - - - - - - -
<br /> i i i � - - - - - - - - - - - - - - - i i i i � � � 18 min
<br /> • w/4-16d nail BM post .
<br /> - � i i - - - i continuos f tg _ _ J� i i i i 9 c�.
<br /> _ _ _ _I r - - - � _ continuos_f t _
<br /> /A i - - -i � - - - - - - - - - - - - - - - - - - - - i - - - - - - - - - - J P,T, Post
<br /> 12" in �
<br /> i � i i i i � i i MAB 15
<br /> i i i � � i i � i i ;�``�` . `�`�""`= 6m1 black vapor barrier, edges lapped 12" � `
<br /> � i � -2 � � � i i =,`:�`�.`:�`r"`:�`:�`= Concr, Footing N �� ��
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<br /> m 1/2'= 1' 0" W
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<br /> T 2 ,� i� i� �fr2 conc T- r - I 1�� � 16' 3" 5' 0° � � � � ^ � Q .
<br /> 101/2 � � � � � EPB44 slab
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<br /> 7' 1-1/2" 6� U � �::
<br /> 17' 9° ■ nd � � Q 3 :,
<br /> max 7 3/4" step down Fo undatlo n THI o.qa�w��As a N�v�w�o� � 12° � � U
<br /> STRUCTIJRAL REQUfiRcMENTS OiVLY PER •
<br /> THc f\7Tr1CHED RELEVAIVT�OCUME�ITS. � SOC10 � � � N ;
<br /> ANCHOR BOLT WASHERS shall be Column 8 Beam Notes� REBAR REQUIREMENTS� J�gY��� ��-�-� ����,�_ r'tube�_ ,� 18x 18x8 pad � �
<br /> u u a R E V I��/'1 1�� B Y=� � _ i � _ , � i � (,X L I
<br /> 3 x 3 x 1/4 t h i c k p e r R 6 0 2.1 1,1 C o l,s t o b e 4 x 4 u,n,o, (2)#4 C o n t i n u o u s i n f t g, (1) L t o p o f w a l L U P 5 T AT EE P J G IN E E R I N�c� ( - - - - i i w/(2)#4 e a W a y � � J
<br /> Bolts shall be not less than 7 bolt diameters Col, Bases +8' abv gr or P,T, #4 vert, R/F L 18", R/F Stl to be ��os�?�an�1s•ser�ices@upst8.com � / ,� W �
<br /> and not more than 12" f rom the ends Protect Col Base w/FHA 12 or equiv, ASTM A-615 Grade 40 voin r;-srpra���rax Mor��n. � _ _ _
<br /> of each individual foundation sill plate, Col-Bm posi, connect per R407,3 24" max height for std fnd wall y � W �
<br /> Min. 7 inches embedment, 1" min air space betwen wood 8 24u-provide #4 rebar 10° o,c, horz,/16° o.c, vert, � � �
<br /> Min (2) per sill plate concrete or use pres, trtd, 2' 6" max height for 6" wall, 4' max for 8" wall 9 S01'10 Tt�B DETAL'
<br /> Laminate multi �oists w/ 2 rows Footings to rest on 2000 psf undisturbed soil, � (� � �
<br /> ANCHOR BOLT Placement per Structural Calcs g N,T,S, � �
<br /> 18d � 16 o,c, stagger top/bot �
<br /> and/or R403,1,6 CRAWL SPACE VENTIALTION per R408,1
<br /> � � �
<br /> Any changes to floor framing Stub-out #4 rebar � 18" o,a Provide 896 sq in min net (1/150) � � � �;
<br /> at concr, porch to resist �
<br /> (i.e, I Joist f rom solid sawn) dif ferential settling Install (14) 6"x 16" screen vents at 67,2 si ea - ea Unit � � N �
<br /> will require new floor framing plans, Provide p,t, rim �oist C patio net (70%) = 941 sq in total provided
<br /> Install in Rim Joist (typ)
<br /> 18" min, crawl space 933 sq ft �144/150-896 sq in required ea unit __= _ = 2x4 P,T, Nailer in conc, p0u1'
<br /> 12" min, clearance � beams Min 1 vent within 3' of each end = -
<br /> ___ .___
<br /> 16" o,c,
<br /> 6 mil black visq, vapor barMer =___ =. Form rlall pins @ 12" O,C,
<br /> R-19 F,G, insulation up to subfloor UNDER FLOOR INSPECTION RE�UIRED = _
<br /> to hold nall� in wall �--�
<br /> ALL Holdowns, Framing, Anchors and Shearwalls �
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<br /> must be inspected before covering,
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<br /> Provision shall be made to prevent Sldl N8116t' It1 (��01"IC.Wetll - PIeU11/16�W
<br /> water from collecting in crawl spaces 1/2'= 1' 0" '
<br /> and from leaking ont basement floors, �
<br /> - Car - "�6 x 38 - 42�4 sf
<br /> 2 Stor Du lex 2
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