�--- 00 ,
<br /> SHEET INDEX �
<br /> l � �
<br /> N
<br /> _ ,_ 2/3 � � � �
<br /> 3�3 N ~ Wt— �-
<br /> o c � v a�
<br /> � � � � �
<br /> DETAIL 8/3 � '� o -a � `
<br /> 28'-0" ARCH COMP ROOFING OVER 3� FELT ° -° -° o . y
<br /> 14'-0" 14'–�" "
<br /> OVER �/6" OSB SHEATHING. NAIL �-
<br /> SHEATHING w/8d AT 6"o.c. AT PANEL ,
<br /> EDGES AND 12"o.c. IN FIELD. � 12 .� .
<br /> x _.—� 6
<br /> 1 PURLIN PER DETAILS
<br /> � – - - - - - - - – � 3/3 8c 4/3
<br /> I 4'x3' WINDOW � �
<br /> I 6"x80" � �
<br /> ��
<br /> DOOR _ .
<br /> r
<br /> j 4x6 HF�2 4x6 HF#2 I OVERHANG PER
<br /> . ,
<br /> � CORNER SIDEWALL �
<br /> I POST POST, TYP. � � DETAIL 2/3. TRUSS SUPPORT BLOCK TRUSS BY OTHERS v
<br /> � ( o � PER DETAIL 1 /3. W/BRACING PER DETAIL � �
<br /> �j � Z � 1 /1 AND/OR 2/1
<br /> �--
<br /> N � 4" CONC. SIJaB � I c.�� �
<br /> I I � X i POST PER PLAN = suoisin�a
<br /> � 4x6 HF#2 4x6 HF�2 � � ,�,
<br /> � EN DWALL EN DWALL � Q � ��
<br /> � POST, TYP POST, TYP. W � �
<br /> � � 10' RIDGE VENT
<br /> o HARDI–PLANK SIDING �
<br /> � RIDGE � „ GIRTS PER DETAIL 12/3, o Q � '
<br /> - - - - - - - - - - - - - OVER /6 OSB PER � �
<br /> - - - - - - - - - - - - - - - –
<br /> N 3� � cn cn � NOTE �1 1 , SHEET 3 0� V-1 .
<br /> (2) 2x 12 DFL#2 � � � I �
<br /> RAKE BEAM PER � � � I
<br /> DETAIL 5D/3 DETAIL 13/3 �
<br /> � II � � CONC. FLOOR ^
<br /> o � � (2) 2x12 DFL#2
<br /> � � � RAKE BEAM PER Q
<br /> N I � DETAIL 5D/3 , � �.
<br /> `— � � ��/��/��/���/���/���/ \�j/\�j/\�j/\�/\�i\�i �
<br /> � I � '�j�/� ��j��j��j� I_,� • .
<br /> I I /�\�\�
<br /> � � � �/���j���/� ,�����j/\��� �
<br /> I � \\//\// ��j��jf .. .
<br /> I I 'i��// 24"� x4'-0" DEEP SIDEWALL POST ��j���` z
<br /> � � � �//� FOOTINGS PER DETAIL 16/3. ����
<br /> � 12'x8' RPSRU 12'x8' RPSRU � �
<br /> _ � 18"4 x4'-0" DEEP ENDWALL AND CORNER �
<br /> �- - - - - - - - - - - - - – --
<br /> - - - - - - - - - - - - - - – POST FOOTINGS PER DETAIL 16/3
<br /> � 24'-0" SPAN �.
<br /> 1 —
<br /> P C__A I� � a
<br /> � S�A�.�: Y��_, �-o„ X TY P I C A I� S E C T I 0 �l _ _��_ � .
<br /> _ 4
<br /> � N.T.S. °
<br /> . .� � �
<br /> o �
<br /> �
<br /> QC .e �
<br /> ���, -� i � .
<br /> ��.��JL_ � � �
<br /> � �
<br /> � . �
<br /> J�� Z $ 2�iJ �, � '�
<br /> m
<br /> Permit#: 81811-020 �I ��'��'E�� °�
<br /> P�r�riit��:P„���I'T �
<br /> Siie�ddress: 1501 BAKER AVE � �
<br /> Owner: SCHAEFFER DAVIQ&MEGAIV �p �
<br /> Tenant: [TenNamej
<br /> App.Qate: 11/13(2�18
<br /> Prapased Use: DETACHEa GARAGE
<br /> Descrip�ion: POST FRAME DETACHED GARA�E 24'X 28'
<br /> 2x6 BETWEEN
<br /> ENDWALL EAVE GIRT POSTS w/(3) 16d Revie�,ved By: j���'�
<br /> Date:
<br /> 2-10d �TYP.� TO 2x4 BRACE i�Office Set 1oh Site Set FireJPlanning Set
<br /> 16d AT 24"o.c. AND (3) 16d TOE ��
<br /> EAVE GIRT TO 2x6. ("��
<br /> PURLIN NAIL AT POSTS.
<br /> 2-10d TOENAIL (2)16d, EAVE ��' `
<br /> GIRT TO BRACE. ;
<br /> EACH SIDE v ' AF'PROV�i� A65 No`I�1� �
<br /> BRACE CO S RAPOBENT 1AT P ���1�� ��/'������7 Y
<br /> 2x4 BRACE � `�
<br /> .�
<br /> � ' , ` •
<br /> PURLIN EAVE GIRT w/(5) �� � �
<br /> ,
<br /> ' - ��--� � \ '
<br /> � 1 Qd x 1 1�2 ��' BUILDlIVG IS NOT POSITIONE� �,� �A��--
<br /> (1 NAIL AT EAVE ENDWALL POST C �1 � �
<br /> X�7DICAT�D Oi�t Af'PROVED SITE Pi AI�, � �� al(�2 '���(Q(� W
<br /> GIRT) PER PLAN A NE�N �SITB PLA�t iHt�LL BE SUBNIIT- A �i8I1C�11T11�k IS RCql�1C2LI UIl 5��� � � �
<br /> SYM � �
<br /> � 'I'ED. NO FURTI�iER INSYECTI�NS �VIr�, This approval only applies to
<br /> I (IF OCCURS)
<br /> BAY WIQTH I3E M��I�E 01�1 T�iI,`;YR0IECT U�IT.[L THE �'4 ��rify Appra�v�� Building Heig�i the work being performed under >
<br /> R�VISEI� SITE PLr�.N sIA�I3�E�Tl�PI'I�.��- Perrriit #�� 5; — ��� � �
<br /> I ED �3Y '_rHR �UiT r�INCT'�iJBLIC W(��.K� and does not recognize any
<br /> � PURLIN PUR�IN ����so existing structure that may not I ' '
<br /> meet Zoning Code. W �
<br /> �� `: . . . . .. , - ... r,� � ��A � � �� .
<br /> , . . . , . . _� I
<br /> i . . .�t i:..
<br /> '���� .. .. � . ....� ..'` � �' ��� '
<br /> 3-10d � LAP C�11�tN� ANi� I��RAI�IA�� ., '� �
<br /> Ftoof tr�asses to ba d�sig�i�c� ���; �� �
<br /> � I ( SPLICE (TYP.) Iq �rovisi�.�ns ;t�ali �e �nd dra�rin� pr��ared by �"� �� �
<br /> '`�\ �( made for the control and drainage of surFa�� , �a, �
<br /> a �t�t� lic�n��c1 ��rUct�a��� �; �.. � .� � � C�
<br /> � � � °�vazer around building; by: gutters, drain lines, inleTs and catch �n�ine�z. P� � ` • ��a�, ` y . ,�'�..
<br /> � � .� ��' �
<br /> ,.��' � G� �'• � y�
<br /> \ \ �� 2x6 HF#2 BRACE basins r�r ather necessary drainage structurn, and shall be insfall,:d �,
<br /> r�� �. �`�, J �,� ��
<br /> � � I I AT LOCATIONS � wherz storm ��vafzr disposa( cannot be obtainzd �vith�:�uf th�ir use or �
<br /> �' � NOTED ON TRUSS � �` � �
<br /> \ ({ wnere erosion cannof b� "'� '��'�; �f�
<br /> \ z � �re��entzd hy fini�h grading and plantin�. �� �� ��<=��r�:� ���
<br /> \ �, �� DRAWING 6 Ury welis shal! not be installeJ in area� where the soii is not ��vel9 �-a ����''f� ' �',��'
<br /> ,,
<br /> \ � 2x4HF�2 CONTINUOUS ,.. �
<br /> \ \� BRACE APPLIED AT drained and�or porous. ���iti���4 i�rrr�ifsAr� ��qu�red ��-.,sa� i���'£�.�-�j ^�;�
<br /> � 45.0° DBL TRUSS (OR SINGLE » �, . �� ,�,���.��� �r,� ��
<br /> LOCATiONS NOTED ON 6 ��i"�h�� �'r� e�t �Co in�luc��; ��'�' � �� �'
<br /> � TRUSS AT END BAYS IF --) � �r �'��l��f� f '^,:#�,�� ( � �.
<br /> �yy TRUSS DRAWING. 2o Gradin �'"��_ - �J )
<br /> OCCURS) PER TRUSS g shali be provided to insur�a
<br /> 2-10d TOE NAIL MANUFACTURER ATfACH TO TRUSS (a) Diversion r�f �Nater a�,va fror�n buildinu� � �+���ir�� � �P�����er ��� 2 � ����
<br /> EA. SIDE BOTTOM CHORD �/ Y o . � ���������� � ��������� � .
<br /> 2-10d TOE—NAIL AT (b) PrevenTion of standing Niater anci soil sagt�r�tior� tletrirnenta� �F
<br /> - EACH CHORD. to sirucfur?s ar�d lot use. _.�.:� ����;��`���)
<br /> �cj 7tk�7 na�ural drainage channels or ��,ins are nr�� k��c�cked �,��` Sheet .
<br /> Ti'stecl,
<br /> � TYP. TRUSS BRACING � BOT. CHORD w ONE TRUSSF_D F3A�(. 2 TYP. TRUSS BRACING � BOTTQM CHORD w MULTIPLE TRUSSED BAYS. �d) �r4vision� for �h� r�isp�sa� �r�f�y�t�r������ � ���, ���� ��' ��4�����. 1
<br /> � ��) �'r��Wc�i�n g� �t�joinin� �roper��� � � � ���/���l�� ��� P�F�1���
<br /> � It t� ov�lners respon���aili�� .#� y��ablis� a��� ��a�� al� 3
<br /> , pro�2�iy lin���
<br /> ��
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