HomeMy WebLinkAboutPermit Building 2018-07-18SCOPE OF WORK:
1. SCOPE OF WORK UNDER THESE PLANS iS
STRUCTURAL REPAIRS TO ADDRESS DAMAGES
CAUSED BY STRUCTURE FIRE. CONTRACI OR TC.
REPLACE OR CLEAN INTERIOR FINIS F�,S'AND
REPAIR OTHER COSMETIC OR FUNCi'I0�1AL
DAMAGES PER OWN DISCRETION.
2. ALL NEW WORK SHALL�CONFORM TO TIIE X017
ORSC
;. ALL ITEMS DEPICTED ARE EXISTING (E) UNLI✓SS
OTHERWISE INDICATED AS NEW (N)
4. iT SHALL BE THE CONTR4CTOR'S RESPONSIBILITY
TO MAKE HIMSELF F.AMILIA_R WI1`�-I ALL E"zISTI1�TG
CONDITIONS, BUILDING PLANS, AND ALL SITE
CONDITIONS WHICH MAY AFFECT HIS WORK. HE
SHALL ASCERTAIN THE EXTENT OF DEMOLITION
WORK REQUIRED TO COMPLETE THE STRUCTURE
PER NEW PLANS AND BE RESPONSIBLE FOR ITS
SAFE COMPLETION. THE CONTRACTOR SHALL
MATCH EXISTING HEIGHTS, LINES, MATERIALS,
FINISHES AND CONDITIONS UNLESS NOTED
OTHERWISE ON NEW PLANS.
,. CONTRACTOR SHALL FIELD VERIFY ALL
DIMENSIONS PRIOR TO COMMENCING WITH NEW
WORK.
6. PROVIDE ALL PAPER, BARRIERS, FLASHING AND
SEALANTS AS REQUIRED TO MAINTAIN
WATERPROOFING OF BUILDING.
7. DESIGN LOADS:
GROUND SNOW LOAD: 12 PSF
DESIGN FLAT ROOF SNOW LOAD: 20 PSF
ROOF DEAD LOAD: 15 PSF
FLOOR LIVE LOAD: 40 PSF
FLOOR DEAD LOAD: 20 PSF
DESIGN WIND SPEED: 110 MPH EXPOSURE B
ATTENTION: Oregon law requires you to
follow rules adopted by the Oregon Utility
Notification Center. Those rules are set forth
in OAR 952-001-0010 through OAR 952-001-
0090. You may obtain copies of the rules by
calling the center. (Note: the telephone
number for the Oregon Utility Notification
Center is 1-800-332-2344).
Y
ALL REPLACED SIDING SHALL
BE" PLYWOOD SIDING
NAILED 6" O.C. EDGE, 12"O.C.
FIELD
EXISTING STAIRS
AMID GUARDRAIL TO
REMAIN.
REMOVE AMD REPLACE DECK
GUARDWALLS, ROOF FRAMING
AND ROOF SUPPORT POSTS
ABOVE THE 2ND FLOOR LEVEL
O O �—
O O
DAMAGED UNIT: 2ND (TOP)
FLOOR SOUTH END
SOME WALL FRAMING IN THE
HATCHED AREA SUSTAINED
CHARRING. REPLACED
BURNED PIECES IN KIND.
�X
REMOVE AND REPLACE DECK
SHEATHING. NEW SHEA'T`HING SHALL
BE EXTERIOR APA RATED 32i 16
PLYWOOD TO NiATCH THICKNESS OF
EXISTING SHEATHING. NAIL W/ 3D 6"
O.C. EDGE, 12" O.C. FIELD. EXISTING
DECK JOISTS TO REMAIN
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DATE_R�EpCEIVED /I�Z� � g JOB NO I � � rt�a f ;A
ZONE f vl � OCCUPANCY GROUP �., N
UNIT OCCUPANCY LOAD � � �'
STORIES TYPE CONSTRUCTION z � � �
LEGAL DESCRIPTION ( . C`�` �' �� � �' o Q o
ADDRESS y- ��`��' ��
OWNER �f�T'�i�-�C. ®[�1.� � �� O � Q
THE CONTENTS HERE ON HAVE BEEN REVIEWED, WITH � �
ALTERATIONS NOTED ON THE PLANS OR BY ATTACHMENT. � U �
CHANGES OR ALTERATIONS MADE TO THE APPROVED z �
DRAWINGS OR PROJECT AFTER THE DATE BELOW SHALL BE w �
APPROVED BY THE BUILDING OFFICIAL. �, � o "'
CITY OF RIN � LD, OREGON -�
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OVED BY DATE 7 � w
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ADJACENT UNIT
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THIS PERMR SHAtt EXPIRE IFTNE WORK
RUTHaP,IZED UNDER THIS PERMlT IS NOT "'
COMMENCED QR IS ABANDONED FOR �� �� `�� ����`���
ArdY 180 DAY PERIOD. ��� a �
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SCOPE OF WORK:
1. SCOPE OF WORK UNDER THESE PLANS �S
STRUCTURAL REPAIRS TO ADDRESS Dr',MAG)=,5
CAUSED BY STRUCTURE FIRE. CONTF.ACTOR CO
REPLACE OR CLEAN INTERIOR FINISHES ANh
REPAIR OTHER COSMETIC OR FUNCTIONAL
DAMAGES PER OWN DISCRETION.
2. ALL NEW WORK SHALL CONFORM T� THc 2017
ORSC
3. ALL ITEMS DEPICTED ARE EXISTING (E) UNLESS
OTHERWISE INDICATED AS NEW (N)
4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY
TO MAKE HIMSELF FAMILIAR WITH ALL EXISTING
CONDITIONS, BUILDING PLANS, AND ALL SITE
CONDITIONS WHICH MAY AFFECT HIS WORK. HE
SHALL ASCERTAIN THE EXTENT OF DEMOLITION
WORK REQUIRED TO COMPLETE THE STRUCTURE
PER NEW PLANS AND BE RESPONSIBLE FOR iTS
SAFE COMPLETION. THE CONTRACTOR SHALL
MATCH EXISTING HEIGHTS, LINES, MATERIALS,
FINISHES AND CONDITIONS UNLESS NOTED
OTHERWISE ON NEW PLANS.
5. CONTRACTOR SHALL FIELD VERIFY ALL
DIMENSIONS PRIOR TO COMMENCING WITH NEW
WORK.
6. PROVIDE ALL PAPER, BARRIERS, FLASHING AND
SEALANTS AS REQUIRED TO MAINTAIN
WATERPROOFING OF BUILDING.
7. DESIGN LOADS
I'
GROUND SNOW LOAD: 12 PSF
DESIGN FLAT ROOF SNOW LOAD: 20 PSF
ROOF DEAD LOAD: I S PSF
FLOOR LIVE LOAD: 40 PSF
FLOOR DEAD LOAD: 20 PSF
DESIGN WIND SPEED: 110 MPH EXPOSURE B
ALL REPLACED S
BE ;" PLYWOOD S
NAILED 6" O.C. EI
FIELD
EXISTING STAIRS
AND GUARDRAIL T(
REMAIN.
REMOVE AND REPLACE DECK
GUARDWALLS, ROOF FRAMING
AND ROOF SUPPORT POSTS
ABOVE THE 2ND FLOOR LEVEL
DECK JOISTS TO REMAIN
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S1 of4
8D@6" O.C. INTO 2X
BLOCKING �
SIMPSON
LS70 @ 24"
SIMPSON H1 @
EVERY TRUSS
CONNECT ALL NEW TRUSSES
TO WALL TOP FLATES WITH
SIMPSON Hl I
I�
SHEAR TRANSFER / I '
INSTALL AT ALL AREAS
WHERE NEW TRUSSES TRIANGLE TRUSSES @ 24" O.C. I I
CONNECT TO EXTERIOR WALL SUPPORTED BY WALL AND I i
GIRDER TRUSS. TRUSS TOS
TRUSS CONNECTIONS BY I I
TRUSS DESIGNER. I
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TRUSSES @ 24" O.C. 4:12 PITCH. MEASUREMENTS
ARE APPROXIMATE. TRUSS DIMENSIONS SHOULD
BE CONFIRMED PRIOR TO TRUSS MANIJFACTURE�
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ALL NEW ROOF SHEATHING I � � 7 �
SHALL BE Z" APA RATED 32/16 I � �
PLYWOOD OR OSB NAILED W/ I I I I
8D 6" O.C. EDGE, 12" O.C. FIELD i I I L — — I I
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2X6 DF#2 LEDGER. ATTACH TO 4X4 I � — — �
POST W/ #10X3;" WOOD SCREWS - 3 I I_ _ _ I I
TOTAL. ATTACH TO WALL W/ 2 I I
ROWS #10X3 " WOOD SCREWS AT I� — — — �
16"O.C. INSTALL INTO SOLID WALL IL — — —
FRAMING. I I I
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REMOVEAND REPLACE DECK I r
ROOF FRAMING. 2X4 DF#2
RAFTERS @ 24" O.C. ROOF I I I REMOVE AND REPLACE ALL
DECK IS CORRUGATED I I I TRUSSES AND ROOF FRAMING
FIBERGLASS. ATTACH i I I i DEPICTED ON THE PLAN
RAFTERS TO LEDGER W,�
SIMPSON LUS24. ATTACH TO
4X6 WITH SIMPSON H2.5
INSTALL NEW 4X6 DF#2 BEAM.
ATTACH TO 4X4 POSTS WITH
SIMPSON AC4 - 2 EACH POST
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REMOVE AND REPLACE
POSTS IN KIND. NEW POS
BE PT DF#2 - 3 TOTAL
DECK GUARDWALL TO BE SHEATHED �
2' PLYWOOD SIDING. NAIL W/ 8D 6" O.C.
EDGE, 12" FIELD. 2X4 DF#2 TOP AND
BOTTOM RAILS TO BE CONTINUOUS
FROM POST TO POST NO SPLICES. NO
SIDING SPLICES PERMITTED WITHIN 24"
OF POST.
REMOVE AND REPLACE DECK
SHEATHING. APA RATED 02/16 I
SHEATHING. MATCH THICKNI
EXISTING SHEATHING. DECK
AND BEAMS TO REMAIN
NEW POST BASE CONNECTION TO
MATCH EXISTING. s"X7" LAG SCREWS W/
TIMBER WASHERS,
REFER TO ROOF FRAMING PLAN FOR
DECK ROOF REPLACEMENT
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