|
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 />
|