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2X STUDS 16"OC FRAMING DIMENSION TYP. EX7: WALL �
<br /> e,a rr iNsucA rioN coNsrRucrioN. SlDING PER ELEI/ATIONS
<br /> ��2�� �� SlDING PER ELE�A TIONS WA TERPROOF MEMBRANE.
<br /> 3/4" T&G APA RA TED WEA THER RESISTANT BARRIER EXTEND 8" UP ,4LL & WA TER-RESISrANT BARRIER SUBFLOOR
<br /> APA RATED SHEATHING ,y� APA RATED SHEATHING v�'£ �I(j�„�(�� �+� �{�� (�!c'�I'(� ��+������ ���h�'�
<br /> FLR. SHTG. FLOOR JSTS. BELOW SLAB. lNIMIZE �
<br /> PER PLAN RlM JOIST PENETRATIONS FOR REBAR. PR. TR. SILL PLATE {�!/A.B. PER SHEAR BLOCKING lF ��}�'1 QI't��'1� c'��c`���1ft't+LCtt
<br /> FND. �ENTS lN RlM JSTS SEE 3/4" T&G APA RA TED WALL ,SCHEDULE. 7" MIN. EMBEDMENT. � �
<br /> PLANS FOR SIZE & N0. REQ'D. FLOOR SHEATHING. w/ 3 x3 x0.229 PLATE �ASHERS EARIN� WALL ABOIiE: �� uir+��ent� � J� ������ F_�~��
<br /> FlNISH GRADE SEE MFG, REQUIREMENTS � �
<br /> �A rr �Nsuc TION PR. TR. SILL PLA Tf 1�/A.B. PER � ����� ��` -
<br /> / A FL T SHEAR WALL SC,HD. 7" MIN. EMBED, a�� a �
<br /> F . I/ S. W/ 3 x3 x0.229 PLA TE WASHERS � � FL OOR JOJS TS �U c�'�� �}1�'S� � '����� ����� -
<br /> F/NISH GRADE ; �� � BEAM PER PLAN � ! Q�� �� '����
<br /> PER PLAN � �
<br /> �� z � a , . 2X4 CLEAT x 18" EACH SIDE � ��,�����}�c� -
<br /> � POST W/ (4) 16d NAILS EACH CLEAT j ��
<br /> z #4 coNr. roP �° � . e,4 rr iNsuc. .° a . ° PER PLAN ----�
<br /> �it'l"! �C?�S� �
<br /> CO C. SLAB ON SLAB FLOOR JOISrS � ``�
<br /> � �4 � 16" O.C. �ERT W/ ,� . � � SEE DET 1 THIS SHEET ALL w00D lN CONTACT wITN
<br /> - . , WHERE SHO N ON PLA PER PLAN ° �' I"�QIC��do�rn anct��r
<br /> . . .
<br /> °O HOOK, AL TERNA TE � _ � � � a � FOR TYP. FND. REINF. � CONCRETE TO 8E PRESSURE �'r ��� ';���� f I!"�l !�1 S�
<br /> SIMPSON A35 FRAMING ANCHOR, � �
<br /> #4 � 10" 0.C. HORIZ. � 6' #4 � 18" 0.C. XN 24 x � � � '< � TREA TED OR PROPERL Y
<br /> 8�� ° � � Q W ATTACH WITH POWDER {
<br /> s M�� �e M�N � o�. _ � �Q o sroRM oRAiN � �z FLASHED. ACTUA TED FASTENERS ����� ~ ' N
<br /> . . . � � TIGHTLINE � o Q • .. ' M
<br /> Z �ol�-down ancho� Q �
<br /> � ; �. ' FlL TER FABRIC o0 0 ¢ . ' � � FlL TER FABRIC � �m . .D' . . °� z " ��� iTI 1�. �'" �
<br /> z �� . . . ..e �� 'r' Q 6 MlL GROUND Q ° . a . � . : ° � � . z� fTllilllTttl t"C'I {�}'�I�
<br /> 00 � � , . n z CO(/ER � .� : a d � j D , . p .. W Q� � . � -. . � � (V � .
<br /> �� � �.� 4 DIA. PERF. FND. ` ` � �
<br /> � � � :P .� DRAIN. � . a .� . �. 4» DIA. PERF. FND. � � .. o �a� .
<br /> � � N �'� d��m�ter t1�r�- `''---�� ��112" mi�, �nd �" m�x. � o
<br /> A TERPROOF � � DRAIN.
<br /> 3" CLR. MIN. 4" LAYER GRA�EL E BRANE BELO � D d. ��I�� r`��'l C� W3S�1�'CS �' ,�" �}� Q o- .
<br /> AROUND DRAIN PIPE. POSTS . . , Q N .:
<br /> TYP. 16° 16" M/N. 4" LAYER GRAI/EL 16" RE/NF. c'3� �{71�� ��3Gc'��l�l'"I �}�,'�l�l@�€"1 �(}1���
<br /> (2)�4 CONr BOT. AROUND DRAIN PIPE. PER PLAN � € _ °D
<br /> ������� ��4� ����� � Q
<br /> � TYP/CAL FOUNDA T/ON „ , „ 2 TYP. FOUNDA T/ON/RA/SED STEM �/ALL 3 /SOLA TED SPREAD FOOT/NG >- �
<br /> SCALE. 1 —1 -0 SCALE.� 1"=1'—p» �� ___�.,�'_�j�` �p�XCt�"l�C�� � ���� _ �-� O �
<br /> �2 P 4�� �ta�t, t�r�i��� � � � ��.� �..��x� ���i��#��6 ty�pi��� � m � .
<br /> z COMPOSITION SHINGLE TYP. ROOF CONSTRUCTION E�pXY�� BARS �`,�1�`i t�� �/� �(���"� �
<br /> �Q N0. 15 ASPHAL T SA TURA TED FEL 1' PER PLAN EMBED iNIN 6 EXIST FDN NE FDN �� ��� ����� �� � �F ���� +�� �"� -� �
<br /> � ROOF SHTG. PER STRUC7: NOTES � � ;�
<br /> ._:��.r�._..W�.. � , ,
<br /> BLOWN-lN OR 2x4 FLAT LOOKOUTS AT . �, � ��un..T �.,..�.�.�„�.��,.�_ ��,�:.� �.-.�.�. ,�:.�,v ��-
<br /> � "�` `��"� E , _
<br /> � �.�� �,� . ..� � � � ��
<br /> TRUSSES PER PLAN � �
<br /> � � ��� �, -� ,�.�.,��. �� �� ; �, ~�� . .
<br /> BA rT INSUL. 24 0.C. (NOTCH END RAF.) .z �__.^ � U
<br /> ..-.-.�,�-a` {.,...,an... . ..--.gi.:...Y�w.....z�� E i .:.
<br /> �____� , �. � � � �_� � ,� N
<br /> INSULA TION BAFFLE START A T FIRST COMMON ' � r� �M ' � ����� �'� T � � � � -
<br /> MIN. 1" AIRSPACE RAFTER. ;, } � �� �� � � ���u� � , i � � � Q N
<br /> 2X BLOCKING w/ SCREENED = � i �� . � �i � ; , � � �'� N
<br /> i/ENT HO�ES SEE PLAN FOR ��'j ; 6; �4., ; � � ,; � ; '�;�
<br /> AREA REQUIRED. �4 BARS TO MATCH & T1E TO y�"l��j��1,�y� ` � ' ; � . � : � � q ' , � ' g �"�" ZX� �t?� s�t"�C� �1 Q��C►t"'�;
<br /> „ 1x TRJM & BARGE BOARD � � �� � �� � � , � �
<br /> 5 CONT MTL. GUTTER PER ELE�ATIONS HORZ. RE/NFORCEMENT s ; �� � � � � � �� ; y � ; � �,r` ������ �,�, �����j �,��,� �,,���
<br /> ; � � � � � , , � ; ,
<br /> EXTEND 24"INTO NE{�{�AY f � ° , `
<br /> A34 � � " �� �� ;..� , �� � ' � � � . , � � � � ��}� ��l���t�+�� �7�t�� Q� '
<br /> � ��-.�-°',,�� � �Y ��� ��."_"�fi ��; �°°'�^� � � +� {� rs -
<br /> �r � "y ;'t �'� t� ,�y . � ��l'� � 4G �'G) ���Q� ��i���� � � � .,, ,
<br /> 2X FASCIA BRD. 2x RAFTERS � ' ' ` ' " ' �' � '��
<br /> , � � .,,_ �
<br /> PER PLA �� �_.� � � �s_w�._�_. � § �_ . .
<br /> ____. ._.__� .x_ a�._._ �.F��.� �r
<br /> ���.-: .._x_ ..`� � �_._..._._.��,;...��_�_�._.�__T�.,�._------ , �
<br /> OPTIONAL SOFFIT PER PLAN N. SEE PLAN ' .�,�' �� �` .��__.�_�:�___� - _ �����_�.._.�.. ���'1� 4�3 tl'1�}��' ���.'
<br /> SEE PLAN W�2" WIpE CONr SCREENED 2x4 wALL SUPPORT BLO � � � � ' � � Z
<br /> TYP. EXTERIOR WALL � ' � �
<br /> �ENT. Cs�6-0 O.C. WITH A34 ON EACH CONSTRUCTION PER °;. ��;� ; � '� ��� W ,
<br /> PLAN . � � ti . � _ 0
<br /> ��y � L � N
<br /> TYP. EXTER/OR W,4LL ����1�" di�r�+���r-���� � �,� � '-� �t��ch ��lu�t��'� �i t�p� �n� bc�t�c�r�t _. ap
<br /> CONSTRUCTION PER PLAN ����}���� ��,��� ��� ,��(,�� a J �
<br /> ��f'UY�fJ�'�:a �3�i� .
<br /> � � t�1� j������� �� � ��► �Y���t ���� 1�rt��� :�rE�+�f Qr �2�8d C� [L
<br /> - - EPDXY�4 BARS =�^°y �p�y j�}�/+��y ,r�{����q}}p+�,� jq{(�.j,�` ��.; p�.yq jf
<br /> � � — � — N ��K��a V � �e 'V W����L4F 1 C'�M!' 1!#d�W�V"� ���1� ����� W �
<br /> � EMBED MlN 6 t�1��Q��t' '�,�I��'t`� � � � .
<br /> �.���'` n�mi��� �i�rn���r
<br /> Q � ~ 5 .
<br /> 4 T YP. R OOF FRA M/NG - COMPOS/ T/ON 5 T YP. GA BL E FRA M/NG A T A T TlC _.___________-_____________-___ _ _ _ C� � w �
<br /> 6 F O U N D A T/O N D E T A l L N o �
<br /> s c A C E� � _� -o scACE• 1"=>'-o" ��e �i G U R E 2 4 far uan c�a l d-d o w n �n c h c�r--- - -- � W .
<br /> � � Q a, �
<br /> com�4n�nt �t#achment • C W
<br /> �
<br /> r�quir�ment� r joi�ts G
<br /> uard vst �
<br /> POST PER PLAN. � � � J •
<br /> �uard post ► aii�n g�ard
<br /> ' ` � � pQst �t jaist =
<br /> . POST BASE PER PLAN
<br /> ;�; INSTALL PER MFGR. SPECS. � -
<br /> TRUSS PER PLAN � ------.�.-.�..._ ���������
<br /> TYP. EXT. WALL 12"X12"X12': eONC. PLINrH ��� ,p�$� i �
<br /> CONSTRUCTION HEIGHT AS REQUIRED 2 BA Y j � -
<br /> W/ �4)#4 �ER 1: 8c #3 TIES BLOCKING TRUSS/RAFTER �a���{�qW n a nGh t�C !
<br /> TYP. FLOOR CO NSl: CONG SLAB C� 6 O.C. PERSP AN rER � C l f�l J a i S� �,.�.�E__._.__ «� �����
<br /> PER PLAN. ��}�� __ . .
<br /> EXTEND WA TERPROOF hO�d�d�W Ci �nC�10� -�.---�
<br /> � MEMBRANE 8" UP CURB _ _ A34 A34 fTtlil'iti'IURI (�}�/� � �
<br /> t� 2" min.
<br /> Q , . . °' p. � .
<br /> .d d C
<br /> di�meter thru- 2-�J�" min, and 5'" max.
<br /> � � ° :a� .�, ' � � Bor coRo rRuss �t�lts and was�ters � �2" min.
<br /> � . � � o ,: . 4 � R. �.�, 1/2 OF LENGTH 1/2 OF LENGTH �
<br /> at joist 1oc�tian between jc�ists � -
<br /> „ PER PLAN PER PLAN ����"�(�('� _�
<br /> ��� ����� Q ,r;
<br /> ..................... ..... .. .............. .. . .... ..... ....... .... 3 .
<br /> � • .
<br /> W �
<br /> . .. . . . SEE PLAN FOR
<br /> 2x DECK JSTS., PER PLAN DBL TOP PLA TE Q �
<br /> FOOT/NG REINF.
<br /> BEAM, PER PLAN. SEE PLAN �
<br /> HANGER PER PLAN J N
<br /> � ~
<br /> 7 DECK/HOUSE DETA/L � � �
<br /> 8 CORNER DETA/LS, TYP. 9 STRAP DETA/L �0 � o
<br /> N.7:S
<br /> SlDING ' '
<br /> f'— �—
<br /> lN TERIOR SHEA THING
<br /> FLOOR FRAMIN INTERIOR FLASH OR CAULK FOR LEDGER TO BE SAME SIZE AS JOIST MlN.2X6 �� :�
<br /> '+2 N� �� s' " 1 �
<br /> FLOOR FRAMIN WA rER TI�HTNESS A TTACH TO EXIST/NG RlM JDIST WITN 2 ROwS OF � �v � {r � ��,= Q r
<br /> CONT.FLASHING �XTEDING � � � - �p � �- U
<br /> PAST JOIST HA GER ��2 �X 6 LAG BOL TS AND WASHERS SPACED A l' ����� � � �� � �
<br /> �_�.�'���
<br /> FLOOR SHEATHIIVG ,�j ��'4 QEC/�(//�/(� � � � �� : '�� � sheathing
<br /> NAI��N� C�" MAx.o.c. � 5/4X4 DECKING 1� o.C. AND STRAGGERED AS SHOWN. �£ � �t�, � �
<br /> £ ���} � �
<br /> TO �0/ST {y/HO[D DOWN � 2X8 DECK JOISTS � � � � � � � � �� r� �; � �� � �; � � � � � s�d��g � Q
<br /> 2X RlM �0/ST 2X�2 DECK JOISTS M1N.18�A JOIST HANGER � �" � a ' LL Note: Flashing for
<br /> �`�:;, � z �;; � �= ,� � ,� e
<br /> �- 4� �. �= This detail is appNcable where
<br /> . __ ���. �'_:�. � � �w�-�. water tightness
<br /> �� `��-:��` ; �'� � �� floor joists are parallel to deck
<br /> o TRUSS PER PLAIv �� ° �� z � joists. Decking
<br /> � � � � ` - - - ��� Min. R10per ' � Min. Fi10per �
<br /> k�:
<br /> 0 0 0 0 \� in. insulation in. insulation
<br /> 0 0 � �' Approved joist hangers '
<br /> „ OBL TOP PLA TE -
<br /> 2 in.min. ° 2x ledger with fasteners in
<br /> - - � � ` "`�J accardance with Table R507,2
<br /> �n ���;� _ • ,
<br /> � $ � Hold-tlown device min.750Ib.capacit,� 2018 06 HA
<br /> H���—O�Wh! �R S,l`'�l�A N BOT CORD TRUSS ���� � � � ��� Fioorjaists at4locations,evenlydistributea _
<br /> » Mln. �i10per ��� �..�; '� � � �� along deck and one within 2 ft.of each :
<br /> TENSION DEI/lCE rV� �� „ 1�2 OF LEI� 1�2 OF LEl�GTH (ti, insulation ° 7 ���� � � � �" end of the ledger. Hold-down devices F
<br /> /�l�rE- TYP. �� � ��s �Y ��� shali fully engage deck joist per
<br /> �. � ��� � � � �
<br /> HOLD— PER PLAN PER PL,QI� � ���3� Min. R10per � � �� ��� hold-dawn manufacturer.
<br /> ���� in. insulatian
<br /> DOWN TENSION DE�ICES SHALL BE PRO�IDED lN �� �� � � n`" ° � � `
<br /> � � � � a � ��
<br /> 1/2 �X 6 LA� BOL T M1N.18GA JOIST HANGER 2X PRESSURE TREA TED �� ���� � : � � _� _ �
<br /> NOT LESS THAN TWO LOCA TIONS PER DECK,AND EACH AND �/ASHER ASSEtUBL Y FLASHING {�/lTH DRIP HEM F/R 2 �E'DGER 2X12 � '� �� a� ��` �����` � ��- � � A fuily threaded 3/e in,diamater lag ;
<br /> � � � � ��� �� ���, ,- '��� � =�� ���< �
<br /> DE�ICE SHALL NA�E AN ALLOW,4BLE STRESS DESIGN �=r ��� � ���''� �� ��y ;���'° �� ' screw predriiled w/min.3 in.penetratic�
<br /> �-� ���; �'���"�`����` �`�� .�` � :;�" to center of top plate,studs�or headerh:
<br /> CAPACITY OF NOT LESS THAN 1,500/b R5022Z3 MlNIMUM )8 GA U—TYPE JOIST HANGER �*�- �� ,
<br /> � � NorE FOLLOW MANUF. INSTALLATION INSrRUCTIONS
<br /> FOR JOIST SPANS LESS THAN 10; LEDGER CAN BE
<br /> A TTACHED TO RlM JOIST WITH A SINGLE RO{�y � -
<br /> � / DECK LA TERAL coNNEc TioN �2 QECK coNNEc rioN�2 �X 6" LAG BOLTS AND WASHERS SPACED AT16"O.C. �3
<br /> STRAP DETA/L �4 WALL CORNER AND HEADER INSULARION �5 AL TERNA TlI/E LA TERAL CONNCT/ON
<br /> N. Ts AD 1 .
<br /> �;��`� �� ���r��,`�
<br /> ���l����l�� F�� �������1�
<br /> ; , „ .
<br />
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