Plans X14? U ,, harn - '
•
ROOF FRAMING NOTES
1. ROOF STRUCTURE IS TO BE 2X12 DF#2 0 24"OC �l�t
2. STANDARD ROOF PITCH, UNLESS SPECIFIED OTHERWISE IS 'u` T I� K
TO BE^2:12. 11\V+ �[
3. INSULATION BAFFLES ARE REQUIRED AT ALL EAVE VENTS
AND SHALL EXTEND ABOVE THE SURFACE OF THE BLOWN
INSULATION. DESIGN SERVICES
4. ROOF SHEATHING, UNLESS SPECIFIED OTHERWISE TO BE
MIN. 1/2COX 24/0 EXTERIOR GLUE PLYWOOD. ALL 'Z"FLASHING Designer:
PLYWOODD JOINTS TO BEE STAGGERED
A
A MINIMUM OF 24". .= Ryan Zink
NAIL W/10D COMMONS 06" OC EDGES AND 12"OC 2X PT LEDGER
FIELD, TYPICAL. 3111 Cottonwood Q
5. CUTTING,NOTCHING OR BORING HOLES IN RAFTERS 12 min 1�II�i
S SHALL COMPLY W/CODE. 12 min 305 1\ 1 11111__-------
®21kEDGER LOB SCREWS West Linn, 3 97068
6. ALL ROOFING MATERIALS TO BE INSTALLED IN STRICT / C:503/701-8213
CONFORMANCE TO MANUFACTURERS INSTRUCTIONS FOR 305 �•��
APPLICATION. '1 r ► 9MPSON W28 Ryan�Zinkdesignservlas.mm
7. KING POSTS(KP)ARE TO BE A MINIMUM OF(3) 2X6'5 �� Client:
AND EXTEND FROM WALL OR BEARING POST UP TO ROOF
MEMBER. ALL BEAMS AND GIRDER TRUSSES ARE TO BE12 Tigard Taphouse
"' —� SUPPORTED BY A MIN. (3)20 OR(1)4X TO FOUNDATION 1 MAX—
*
NOTED OTHERWISE)
8. INSTALL HOLD DOWNS AND STRAPPING PER ._.., L I �_',
MANUFACTURERS IMPSO HIIPINSTRUCTIONS. -- i i L .'0 ��
9. PROVIDE SIMPSON H1 CLIP AT EVERY TRUSS/RAFTER, o
TYPICAL SCALE: 1"= 1,-0"
10.REFER TO DETAILS FOR TYPICAL CONNECTIONS.
a.
•
_ Figure 505.10.1 9230 SW Burnham St
�� Tigard,OR 97223
■ NO MORE THAN 4"BE
BALUSTERS
- — BAWSTQtS TO RUN TO DECK
SURFACE
y. p GUARDRAIL/POSTS TO
:SI
BE EVERY 4 MAX
I
I
„i
,t! -.--
"± - -- - A II=I1 11 14,/,�__i ' 1��
.� ■1.lICIALE
II mi1I I I9MPSON DTT2Z
T 42min. T 42'I min. I 5/8"DIAMETER GALVANIZEDTT TT T BOLTS
ROOF STRUCTURE 180° TURN �A��I I? ,( �.II
.-a •-0" 241.1x 4'40* C �
SCALE: 1 1'-0"
2 .:4
8 4 8 4
OFFICE OFFICE. I
132' rein. I
es,gt,.eexocc ee.z,9ft,.eezocc I SIMPSON H25 _
1 9MPSON MSTA36 EA.END OF BEAM — 4IIIII)Ik
{21 i 1 N` PERMIT SET 07/28/14
q iii 51•X 18"GLB _~ Pi
T,
fr '-6^ 1 R I (3)4010 PT BEAMS111
Q:‘?, r\l'
f NO CONNECTION t#TWEQI MIME=I 2X6 DECK BOARDS
N 1 `P (E)BUILDING d[(N)NORK
I o I _ _ I 36' rain.
24i Z-1
E
HANDRAIL ATTACHED TO ODE } }
SIMPSON MSTA36 EA END OF BEAM
MINIMUM WIDTH (CLEAR) FOR
1=111... SINGLE WHEELCHAIR �' ■ ROOF STRUCTURE
_ _ 33'0 131 ae zxlz PT STRINGER 1t UPPER FLOOR
OFFICE f ° MAX UNSUPPORTED SPAN OF 7' PLAN
- 12"WADE PREFAB STAB
170.4 qt.1.7M o«
::,
C
U
SCALE: 1/4'= 1'-0"
X SCALE: 1" = P-0"
21-8"x 4'-0" 2'-8"x 4,-0"
UPSTAIRS AS BUILT A2
1/4"=1'
SHEET