|
. �
<br /> , . . . �� . f:c".
<br /> � .. . � .;� �..
<br /> �
<br /> M
<br /> � n
<br /> �
<br /> NiST36 ONE SIDE � � �
<br /> � g � '.
<br /> � � � �' �
<br /> -� � ' ,
<br /> ____' � � �
<br /> _ M ^, �
<br /> L1
<br /> 0 0 o JOIST � � �
<br /> BEAM/GfRDER G I R D E R o ^ ''
<br /> 0 0 0 � � z� �
<br /> NOTE: � POST CAP PC OR EPC N W ;
<br /> I N S T A L L A P P R Q V E p£O R R O S f O N R E S I S T I V E F L A S H I N G A T T H E ��� TO('FLANGE HANGER o `�
<br /> POSITIVE SIMPSt�N
<br /> FOLLOWING LOCATIONS PER R703.8: CONN.TO POST �
<br /> 1.AT TOP OF ALL EXTERIOR WINDOWS AND DOORS(EXCEPT AT SELF FLASHING WINDOWS)
<br /> 2.AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCfION WfTN
<br /> FRAME WALLS
<br /> 3, UNDER AND AT THE ENDS OF MASONRY,WOOD OR METAL COPINGS AND SILLS POST POST ,�,-:.
<br /> 4.CONTINUOUSLY AVOVE ALL PROJECTING WOOD TRIM. .
<br /> 5.WHERE EXTERIOR PQRCHES,DECKS OR STAIRS ATTACH YO A WALL OR FLOOR
<br /> ASSEMBLE OF WOOD FRAME CONSTRUCTIQN.
<br /> 6 AT WALL AND ROOF INTERSECTIONS �•
<br /> ROOF/ ATT�C VENTII�TION CORNER BEAM TO POST CONN. A GIRDER/BEAM SPLiCE & SUPPORT TYP. BEAM TO �EAM CONN. TYP.
<br /> ALL VENTS TO BE SCREENED w/ 1/4"CORROSION RESISTANT METAL MESH „_ � SCpLE 1 n-1� sCALE 1"=1'
<br /> (3j 2"dia HOLES PER VENT BLOCK=7.0 sq.in. (NET AREA 74%) SCALE 1 -1
<br /> �::
<br /> NET VENTIiATION TO BE MIN.1/300 OF ATTIC SAPCE EVENLY SPLIT BEIWEEN INTAKE AND EXHAUST
<br /> � � � 50%MIN TO 80%MAX�0�REQUIRED VENTIIATION TO BE LOCATED MORE THAN 3'-0"ABOVE EAVE VENTS,� �:`���;�
<br /> BUILDING 1 PER UINIT:
<br /> 666/300=2,2 sq.ft.X 144=3�0 sq.in REQUIREQ=MIN 16Q sq.in. Q
<br /> PROVIDE 2 X 92 sq.in. ROOF VENTS=184 � � , �
<br /> 160/ =23 VEN7 BLOCKS � z a� �
<br /> 2 ROOF VENTS 3'ABOVE EAVE+23 BLOGKS VENTS RAFTER/TRUSS SPACES � � �
<br /> �.�, W
<br /> � � w
<br /> " E-= w
<br /> � � �
<br /> � � Q
<br /> tJ..J � � ,t�,
<br /> c� ;
<br /> � �
<br /> C� `� w ,.
<br /> � � � .
<br /> }�-- v m
<br /> W
<br /> _.� � ii �
<br /> � �
<br /> o "
<br /> o ¢
<br /> ;�, � 12 . °
<br /> _
<br /> �' � i 2 6 �— �, � ,
<br /> � -� 6 '
<br /> � o0
<br /> �
<br /> �
<br /> ,�'"--'��� GINEE�t TRUSS PER M UFACT ER
<br /> . �
<br /> - � < < ,.
<br /> _ r ,
<br /> ARCH.GftADE COMPOSITION ROOFING � INSU ION R 4 IN UtAT10 R 49
<br /> R&G
<br /> 2-5 ,
<br /> 180.0 TOP OF PLATE
<br /> — �
<br /> � �
<br /> y ❑ --_- , °
<br /> .
<br /> .
<br /> N � _
<br /> i
<br /> _ � � � O . . �. .
<br /> ,�
<br /> O � � ,
<br /> W
<br /> � . �� � ���\ � .
<br /> , SIDING HARDIPtANK ,' � �`, ..
<br /> 3 � ; W.IN �� BED RM. � - :
<br /> 172.0 T0�OF FLOOR DECK
<br /> � 2X12 TRIM 2-4 ,�Q•��� INSULATION R 38
<br /> - Z ��INSULATION R 3 ,��;�`
<br /> oc . : —
<br /> O �� ,_ _ '�
<br /> — �
<br /> ,
<br /> e`V �
<br /> � � RtS!!W
<br /> � N ; - -�-- 2-3 � o ,��.
<br /> °u rt o � A N
<br /> F/
<br /> a o a ^ c, a C'�'Rq��,
<br /> � C
<br /> (� HEADERS TO BE INSULATED z m "' � oMApS/T��N ..
<br /> ;; _ W1R-10 RIGID INSULATION TYP. ��, Po�D R � q��F�N6 163.0 TOP OF FLOOR DECK
<br /> 2X12 TRIM E ��.�.���.. � ,����
<br /> � �' -�.� �� ��� �`� � �o� � � -
<br /> �/,�
<br /> 3 INSL.R-38 FOR FLOOR ST,SEE FRAMING PLANS
<br /> W
<br /> ,, z
<br /> �- ,�\c� .� o
<br /> SIDfNG NA�DIPLANK � ��� �� � � 6' ��
<br /> ���y O�\� z �
<br /> �
<br /> O � p� .
<br /> o �Q`� � '' �
<br /> M � I ,.
<br /> �
<br /> 1 4 154 � -., 154 ;� ^ Z ��, G A R A G E 15�.0 M N F OR
<br /> 152.95 AV.BASE E(.EV. -
<br /> -------------� ��153 � ` 153.5
<br /> �4" RC. CONNC. SLAB W/ #4 REBAR 12° O.C. EACH WAY { 1 PRQIECT: WETMORE
<br /> t � & 6 MM VAPOR BARRIER � 2_4
<br /> 2-4 i � � DATE; 04/25/2017
<br /> � �
<br /> � , . � .
<br /> �� -' FILE: ALL NEW 4�
<br /> `• ,' - _ ;;�, :
<br /> \ / �` '.:'.t�
<br /> \ /
<br /> N � R T H E L E V A T I � N _-__ p�W�: �.�.
<br /> SECTION A
<br /> CHECKED: N.M.
<br /> EUILDING 2 �UILDING 2 -�
<br /> 4 3 2 1 0 Z' 4' 8'
<br /> . SCALE: 9/4„ � 1'_0° 2.��
<br /> - �:���
<br /> .,_ .
<br />
|