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ua <br /> . � <br /> � <br /> Q <br /> 4x8�f2 4x�C7f2 � <br /> -.=.� . � __ , . �.. ...,v. . �� � <br /> �� � r�.. ��� :��� 3 � � .�=� ; � _�� i <br /> _. �� <br /> � � � 2-2x6 � <br /> ������� ����� �� � <br /> . � � z <br /> Check areas where plumbiny may cause problems, such �" ° ' o <br /> _� z One Cont. top � <br /> as toilet flanges centered on joists, plumbing w�lis, etc. #: I � � plate over � <br /> Positive connections at post to pad�, post io beams, etc. _ geam v <br /> SOFFIT Insulate w <br /> PROTECTION AGAI�IST DECAY � & soffi't Q <br /> IRC R317.1, R312.3,1 F�RE-FIN 26 GA. � Q J o <br /> All wood in contact with ground or concrete foundatian walis ME7AL GUTTER X ? <br /> shall be treated wood. Cut wood ends to be treated in O/ 1x CEDAR FASCIA ' � � <br /> accordance with AWPA M4.All Fasteners used in Pressure �w c�v, ; <br /> Treated lumber shall be hot dipped galv.Nar stainless steel. \ ; - C� I t'- <br /> `�,= cfl �— <br /> Pos-rs ��� � ( 6 2-2x6 � � s— — — — — — z <br /> � <br /> � � x � <br /> � � ` v�,� ��` BEARING �NALL � � <br /> _._._�..�____..__ <br /> IRC R317.1.2, R317.1.4 — ---- I__�y�2 . I ( "r� i � _�..__�_. `� � � <br /> . �'���,.�J �. Y �l C� /. r� �- _ ��� �- }. wxA�tr� �-_ _�LS� lll ll! a� �v <br /> Posts embedded in concrete, direct contact with ground, � � ��, -r-� Q z a- . <br /> exposed to weather shall be pressure tre�tecl. Posts or - � Q��' ( X � stair apening _ � � � � �i � � � � ��� <br /> columns in crawls ace su orted b concrete iers and � € N (� � � � � <br /> shall be greater than 8 in hes irom exposed g ound and � � -fJl hgrs at beam `�;5� 00 j edge of � � SIMPSO�J LSTA24 to � � �' z � �� �1 <br /> have moisture barrier or be F'T. x � �� �� c�, iI wall abv `� tie Shear wall ta y I Q � rm- � d' .� <br /> cra 3 1/8 x 12 G�B I� � �- � � � a Q >, u� N <br /> � -1 �' �� framing blocking , ���� �0��, } � o ,� cv � <br /> FLOOF2 FRAMI�IG � �� TYPICAL ' o '� � �- � � <br /> i �{. � ': ��` �; CTIOt`it� tl"US i�S� ty_ (k s� (� N, <br /> If2C R502.3, R502.6, R5U2.6.1, R502.7 �`Z � �� �� (� „ �- � � �, <br /> (��2 -y � 7'-10° � � �I 15'-1 1/2" @ 24 oc �n �n � <br /> Lap 3-in over be�ring support and nailed together with � _ � i � w <br /> ° �, z <br /> min.3-10d face nails. T�bles Rv02.3.1 for floor joist spans, ? - <br /> Tables R502.5 for gircler spans, and Tables R502.3.3 far � � '� � :o � <br /> �- ;I- 12 �- <br /> cantilever spans c� �—.- ��� .-u-� _ � ' `�' ' Q . <br /> �-- �, � r- -i <br /> .�f '�—� � <br /> WALL F'RAMING � � �� S'I � � � � � \ `� <br /> ���-� � � i-- (r 3t <br /> IRC 602.3.1, 602.3.2, 602.3.3, 602.6 & 602.9 ' �' � � - �' � � � <br /> Studs shall be min. N�. 3 standard or stud grade except �}-��p RpQ�'; � �� � � � � � { <br /> fior utility studs for bearing stud� not supp�r�ing floor above r�_�n - � ill i � .� �c � � <br /> or non bearing studs. Size, heigh# and spacing of all other � � x � � �-- o , PRE-F1�1 26 GA. w .�- <br /> wood framing studs in accordance with TA�LE R602.3. mOno„trus'2S �- � _� � i �' METAL GUTTER � � <br /> �---@ 2� dC ; � - � �; O/ �x �E�AR FASt � �p <br /> ��: � � uJ � �" <br /> — '`� -- � � �1 �`` Q � � <br /> �� _ � � � m � <br /> �'��-n/1FFZ. TI�IJ�� �1���� � � � _ I _ <br /> 1 Sha11 carry signed �ngin�er stamp. --- - - - - ��..� �. �� �:����r� .�.�� ¢ ��� :': � ,�.��� �_ �� ¢�� � � �� i� <br /> ,, � � _. �,✓ � �--- <br /> . . . . n� � ; , , � . : <br /> , . ��.� � � .rw-� . :r � . � � „� <br /> 2 Shall be installed & braced per Mfigs. specifications. PT 6x6Dfi1 z �' � W � <br /> 3 5ha11 not be fielr� altered without prior blcig. dept. & CC Q PC 4���f 2 '--- - - - - - o tf) o � <br /> licensed engineer approval. ABU66 Check areas where plumbing may cause problems, `� � � �a <br /> 4. The design & manufacture of inetal-plate-connection TYP. 5 PLCS such as toilet flanges centered on joists, plumbing __ � N � <br /> wood trusses to cornply w/AN�I/TPI 1. w�lls, etc. Positive connections at po�t to pads, po�t PRE�Sl1RE TREAI��D MAfcf�IALS Q <br /> 5. Structural roof inembers shall not be cut, bored or to beams, etc. (R502.9 and F�407.3). - Fasteners fnr PT V�lood shall Y�� hot dipped �- <br /> notch�d in excess of the limitations specified in R802.7. v <br /> 6. "Truss specs shall be on site and available for inspector. I�C�C�F V��I�r ��LC�: zinc coatecl galv. s#eel, or Stainless Steel. � <br /> - PT materials and any wood snall have moisture o <br /> IRC R806.2., Provide Cross V�ritila'tion. � <br /> 157.5sf/300- .5sf Required, 3.5sf PROVIDED k�arrier installed where r,oncrete is poured against � - <br /> �aid wa�d construc#ion. <br /> U�per Ror�f�rea (40-50% of req'd) <br /> 31 Lf Cont. Roof to wall Vent, 12Lr = 1 sf � � � � � <br /> 3�/12 =2.5sf <br /> Lnwer �o�f�rea � � � � �� � N � <br /> Bird black per hnle factor 1"_ .0055 �' <br /> 31' x.d123 (1.5" dia) x 3/block = 1 sf � � � � i� � <br /> � z <br /> � <br /> ����: � � <br /> ' � . �l..�C)� ����I�� ���I��1 �°Y �'��,1�� ���li��i�� o <br /> 2. ��C)� �F���ill�(� ���I��1 �� TF�U�� ��IV���i��( � Q <br /> � <br /> � <br /> u., <br /> � <br /> z <br /> � <br /> � n,�TE: <br /> �� ��� <br /> � � <br /> ������ 11/�t/201-r <br /> -'.��o����.,��--�.�� � <br /> �� �� �Y y� � <br /> , �. <br /> �� �_ � ��� �� <br /> � �� <br /> ` ��;��;� �� <br /> �e4 1�i �6 �9i�.��`li.� I � �,�'�`f t�'`'`� <br /> � . ti -. �:'« <br /> ���i����� ��� ����i I ��,� <� _ : � 'F� <br /> r � ��,,.,,_ ��f�� 1 . <br /> *� d'x,ri �� <br /> 't� •p��:`.`1�,., <br /> u� <br /> g� . <br /> Y /�� ��e'��;Li`--� ,�� � <br /> � <br /> ���� <br />