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ACCESS DOOF2S:WSEC 402.2.4.from condi6oned <br /> to unconditioned spaces shall be wea��er-stripped&insul. ��7� <br /> �OUnd��l{��l �C7���: <br /> Ufiility or other firench m�y r�o# undermine footing. R2604.4 <br /> Founclation has not been damaged by backfill. (R�04.1.7) 1�� 1$� �o� <br /> 1. A safie and clear wal�cing path to site and form�r�ork. �� A 8" conc s�ern wall 6" conc stem v�✓all <br /> 2. The footinc�s are constructe� per the app�oved plans. {R403) - g <br /> Footings don't bear on frazen �nil (ACI 318) and alt footings _ �� -- - � - - - --' --' � A-9 on 16"x8" footing A g on 12"x5" fontin� <br /> shall rest on firm, undisturi�ed native soil. � � � "` � � � (two story) (�ingle st�ry) <br /> ..,, . > 9 . ; � _ <br /> ;.,- .. P. .;. - .. <br /> All loose soil, mud shall be rzmoved from bottom ofi ftg. i N '�� Q <br /> - - -- <br /> -- - - - d A <br /> ' �-- - - -- - - - - - - - - - - - - - - - - - - � - � � � � <br /> 3. Footings are level or sfepped if trie yround slopes more than I .: . � � '. . -r�- - -�- - - �- -Lr- - - - - -� -� -r- -r i- <br /> . � 22x10 : . . _ . . , , , ,. , .. . .. <br /> � ) . ._.; . . : . , .._ : . ;::.,.. : ,: - . •.: . , :- -. ;:.,: . . �:j: <br /> � _ ,� � _ � .;- � a. ,:_ . ,: , . . �. ::°. .� • . <br /> : .• -;- <br /> 1footm10feet. (R403.1.5) � � : � . . . ; a^ . . . . ,. .. ..- - - ' - - - - - - - - - - - - - - - - <br /> - - - - - - : <br /> 4. All lo�se soil, mud, or vv�fer is remnved from the bottom of th� I ` -� � �---,���--�,_._T.,._a,.�__�_���,._-�._ .�_-- � - - - -�ant. footing a't door� � Y r <br /> footing. Debris, water and/or ic� removed from sp�ces to be �. 0° <br /> occupied by concrete. (R403.1 �ACI 318 26.5.2) � -�-- � ______ � __ �_ --� �\ � �°� � <br /> Cut Ou�for <br /> 5. Steel reinforcement is praperiy pl�ced �nd is the correct 1 .IJ_ �4 � � � ��+.J/.;-��'"j ;�_" �l��'c�C. � `�� � <br /> rade 40 or 60 are mc�st common). (R403.1.3.5.3, & q_g I_; _ � ��X�18�g" �i�� �;_� � � �� I�` Duct <br /> ACI 318 20.6.1.1 -20.6.1.4) � `�i I �ofing pY ic�r- I=� I _--�' _ ���,�,� � �.�,� �.v�, � �: � o <br /> 48" oc, u.n.o.=" 1 Hr. ea h side a <br /> 6. `fhe reinforcerrent st�el is spliced per approved plans�niith � �I_�_ � �_ _�; _ -� � ( ( � � iN1 <br /> iwo �ies per lap. (R403.1.3.5.4) �7 � -`l 5, � � �'I�v� � ,.� ( I p ( PART'f all � <br /> 7. Minimum 1" clzar spacing betvueen parallel reinforcing bars. � �, �`� _ _ _ _� � o <br /> (ACI 318 25.2.2) � � I� - � � ' I � � � <br /> 8. F�einforcement thoroughly cle�n of loose scale, rust, ice, � � `I_I�..� �__� ._� I �.,_ � � �; � o <br /> mud, oil or other deleterious coatings. (ACI 3'18) ro � ` 2 ' z <br /> � ; � cs� � � � � .�: � <br /> 9. Top of th�wall will project a rninimum of 6° above finished .� pl_, � �A-9 _ _I� o � <br /> gradz. (R404.1.6) �., � I1� .�- i� � I .: � � �'� � <br /> 10. Soil compacted ancl fr�e of all debris water and/ar ice. �T4����� � � A��n `� <br /> , � � �I ► \ II = � � � � , : ) � <br /> Excavation free of organic m�t. &wood form� r�moved. o � -`�.�" ��8` aC .,�'` -°� � �� � <br /> R408.5 & R506.2 , „ . " � ( � _ on #30 roofi_p���r � .� _ �.� ��� I � �, ��' � I .=:� I Q <br /> 11. Untreated wond beam pockets req d. 1/2 airsp�ce at ends � I ��" � 4x6 @ geam Splices I I � � � � ° � � <br /> - ____. __ <br /> �nci sicles. .! �- ! �- _�I ( . � � a � '�: � � � �,�� � <br /> 12. Thejoists v�rithin the building footprint maintain a min. 18° - ~ - � �=- - � � � <n = � •�' � 4° concrete slab � <br /> above grade in the crawl space or b�treated wood or wood of I 2x10 Nf2 �rL OR JOI�TS 16"0� � � „ N 48 � ��: � (�/g �i�, �/� � <br /> ' - -- �. ---::�I� 4 concrete slab O . „ o <br /> natural resistarice to decay. (R317.'I) � - -" '�� ` �"� � � <br /> I I � O/6 mil. V3 � -; � C)/4 compacted fill. � <br /> 13. Thz beams within the buildin foot rint maintain a min 12° �_ ��.____ ��� _ _ .�..__:�.- ���, -` �� �� � • E- <br /> 9 p _} _�--���-:-�C�����k���---�--- ,� Slo e 2 - 3 fo Venicl� <br /> � Ii �--�-- c� t �" � O/4 c om acfeci fill. � � � p � <br /> above grade in the craw l sp a c e o r a r e t re a t e d w o o d o r w o n c i � '�`� C�oor � <br /> �„ �--. Cont. Cl�ss 1-6-Mil Bl�ck i �� � SI� e 2"- 3" to Vehicle Door � <br /> oi naiural resistance to decay. (R317.1) _ I � l ;�. __ _:_ (2�2x10 l � __. _��-,______ _,_ �_ �_w�. �_� � � p � °.} � Q <br /> 14. Water roofin /Dam roafin of four�dafion exterior walls � ��.�__._. � �_���._ cv I �t Pla�tic UB w�ll to wall with �, �� z <br /> q � )9 PP 9 � �� . ���9'-6 '1/4" `� ______��._.�� T2'r(ap a�al se� �� �.___ � - � � -: � J � <br /> _�. ___ <br /> re uirecl. R406 �g � ��_q /� <br /> I �.� _�� i�:i�...-: . .... .:.......e � _..�.. ._........�. '""I _, I . I -•�. I . H d✓ <br /> F�unda�ion Dr�ir�ag� I I �, �� � � ��.o _ � �2.0 � � � �� � �=` � � <br /> 1. Drains at all sicles bzlaw rade. E:cistin Drain tile erfiorated I_� 2 2x10 I �., ' �� . ��� �{ w <br /> 9 � p _,� �--�-, . , �r--- _�.v_.. -- ���-�_____W_._....� _i; ____�_� � ' <br /> I ..6.4.�w�,..._.__. ...._ __ .:. I I a..� I <br /> pipe shall be installec� below area to be protected &discharge by � ��� � � `�� � <br /> l_' _ , i. u� , „ -- , ,,�� I� � I . I I <br /> . gravity or mech. ties into existing syskem. �=� �j t>. �' S-4 1/2 6- 3/4 -�� �a� '. � <br /> 2. Surface drainage away from fc1n. v��alls min. 6" for first 10fit. I I�u�= �l_ �� ' IRC R602.11.1 Hot-dipped-g�lv. I 'v I I ..� I <br /> _i� � � ��,� _� steel pl�te wa�h�rs a rriin.nf q.g •� -��_� <br /> Under loor I - _I i � � �� ���' � 3" x 3" x 1l4" must k�e us�d or� � �'' � 1 � � ;� i <br /> ____ <br /> �Jn�er �lot�r �le�r�n�e Acce� 18xz�- �,�__ �� I I_. ;, � <br /> � I�� e�ch ancf�or bolt. S2 <br /> 1. Gr�de under girders/beams is 12" minimum. (R317.1 #1) � ��=> � --_--- �y==� �.� =- �„ �� � � 'ry� � �2 � - �'- W M <br /> 2. Grade under joisting is 18" minirrn�rri. (F�317.1 #1) � � (2) 2x10 F2.0 I� � � � � '-� � cont: fi oting �fi doors � �' � � � � <br /> � en i s a v i r 'oistin I=. �' - ��' 1 1 - - - - - - - - - �! N <br /> 3. If less fhan the�e dim s on bo e beam/r� rde , � g, ( :, � i--- � I ': I � I _ -: , �� CL <br /> and sub-floor are pressure-treated. (R317.1) �' I . S2 S2 �.�=_'�� _ � _ _ _ _ _� .� �� � � � <br /> 4. Verify lowest floor elevations for any construction identifiieci �I-� - -------- --��� � - �--- --=�-�=� � � � � � thickened ed e � L <br /> as being in flood hazard areas. I I � - checkflrjst I �a _ _ _ _ _ _ _ � _ o _ _ _ y"� •' � cw g � <br /> toilet ab COCIf. f00tIC1 at doors � <br /> -- ._ v �I�: � ���� i � _ � _ _ � ....:�. J ) STHD14 � �N <br /> -,� _' _ � <br /> �IU��' �1"�l711�1� � � �-- I_��� --�� - - - - �Fi��ned e�ic,ge ;�' STHD14 � <br /> 1. Dimensional 'oist bearin to be minimum 3" on concrete � I � �`�' � � .; � STHD14 �T�p-��_�F� 1-- i <br /> 1 9 <br /> or rr�asonry and 1 '/2" on wood or rnetal. (R502.6) �I='- �.---_ ���";-I� � � � � �� � �� � �� z -, N � <br /> � I � - - -r- - - - - - - - - - i- --� .-� 20 1 -11 � -2 �1 -11 o pC M � <br /> 2. N�iling af jois#ing, doublejoi�ts, rims, etc. are per plan ( ._� - -� ` !: 'i.- I ��_�.:-� i.`�`t `�.�.1-.. c i:,. : � .i.` :;" a W � �. <br /> and cad�. (T�ble R602.3(1)) � � � l.� - � _ � a � , - �`- - - , U � � Q� <br /> 3. Positive connections at post to pads, post to beams, etc. � ,,,� ,_�._r,. ��� � � 'I 2 v, � � <br /> (R502.9 and R407.3) I I 8" conc stem wall I � 3 LSTHD8RJ ° m � <br /> 4. Check areas where plumbing may cause prablems, such I,_�.�.v _����,"�g"����i�� �� A-� �, � <br /> as toilet flanges centered on joists, plumbing walls, etc I I �� ��Wo �to�� � `'� � <br /> I _._I � I (M I C�nc. Porch � <br /> Wo�� in �ontact vvith C�nt;re�� -�=- -._ - - _. �� + � ---� - saaa "` � . � . �- <br /> 1 . F o u n d a t i o n p l a t e s, s i f l�, a n c l s l e e p e r� o n c o n c r e t e, I � ��+ 57J�-r�' -��{� rZ��13„�2 <br /> -- -- - - - - - - - � � I�'► , . . O 1/2" DIA. ANCHOR B�LT SPACING IN. <br /> which is in direct cont�ct wi�h the e�rth, are #o be treated �q, STHD10RJ G. � C���c'.. Po�Lc.� � � � �' <br /> wood or wood of n�tur�l resistance to decay. (R317.1.3) STH1�10RJ O � � ,� <br /> 2. �T wood post� �t conc. & pier pads �h�ll be min. 8° - � � � <br /> above exposed earti� and s�par�ted by im�erviou� V�3. �2.Ox �2.Ox � �- o <br /> (F�317.1.4) 13' '17' �� w i° � <br /> � � � �� <br /> 30' 20' } `° � N �, <br /> m :� o �r <br /> o � � � <br /> W a� �, � <br /> 1N�F��CT10�l�: ��� ? :� n N .�' <br /> -All Holdowns, Framing Anci�ors, ° � o o� � <br /> and Shearwalls must be ir�spectet� �, � � °' � <br /> priorto covering and rnust k�e instailecl lJ�1C���" F��t�r �/�ntl���1C��1 ���`�- � ���tj���l,�� �a��� z � � � <br /> per S�N schedule. Verify Iocatioris. 1. Ex osed earth i� c�vered wifh a cont. Cl�ss I � � <br /> - Under Floor Ins ection Re �aired � �01gsf divi�e� by 150 = 8.5sfi Req d. Q � <br /> p � vapnr reiarder. Joints of the vapor retarder shall overl�� �i�, number of '14"w. x 8" ht. Vents- .73"ea. o � <br /> prior to in�tallation of any floor sheathing by 6" and shall be sealed or taped. The edges af the .78x 7J% equals .5� NET AREA E,�CH VENT <br /> or decking. � vapor retard�r sh�li ��ctend at least 5° up the stem <br /> tivall and shall he attached and sealed �o the stem $•5sf divided by .59 = 14 r�quired DATE: <br /> wa1L <br /> 2. Found�tion VenYilation �hall be 1/150sf of under �' 2/27/2017 <br /> floor area and sh�ll be vented by opening� in �erimeter ��, '�'o ��,, <br /> IUTARK I�IN���l�IC,7f'+1� �4 f��lilf. �/�i� �" � iw�" wall. One Vent shall be located`3-ft. max. to corner� � :; a ���°��, �� �� <br /> �nd arranr�ed to provide cross ien�il�tion on at leasf ,� Y��, �� SCALE: <br /> F2.0 ���� x �411 X 12" d��p (2) �� �VV two �icieg. -Openings shall be covered with sT�uC�'���t, �t�vr�� �L`r , � <br /> corrosion resistant wire mesh 1/4 inch openi�g�. FU�z COi�iPLir�N�� �!l'fH , � � <br /> F2.0� 24�� X 24�� X "12�� d��p (2) # 4 �W 3. Vents �hall not be obstructed by Insulation. C'�t.�UL�.TIO�I� �Y: �� �' <br /> �11���4�2.2.7 Permenant Baffle maybe insfialled �t '� � �57�8 <br /> 1�FC�IOT EI�1�i�i�1��T�:�1�� iItTC. � <br /> 30 degrees frpm horiz. to divert air flow below the °`'��1�� SHEET: <br /> surfiace of insulation. WSEC �02.2.8 �� ;-'�.�' <br /> ��/� � <br /> �- 4 � <br />