Plans 9, u)
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f - GENERAL STRUCTURAL NOTES: CARPENTRY: ,,Li.,), o 'O
SAWN LUMBER DESIGN IS BASED ON THE NATIONAL DESIGN SPECIFICATION,LATEST EDITION. SAWN LUMBER SHALL CONFORM TO WEST COAST LUMBER ' cv
INSPECTION BUREAU OR WESTERN WOOD PRODUCTS ASSOCIATION GRADING RULES. ALL LUMBER NOT SPECIFICALLY NOTED TO BE D.F.#2 OR BETTER. O
CODE REQUIREMENTS:
CONFORM TO THE 2014 OREGON RESIDENTIAL SPECIALTY CODE. ALL WOOD IN PERMANENT CONTACT WITH CONCRETE OR CMU SHALL BE PRESSURE TREATED UNLESS AN APPROVED BARRIER IS PROVIDED. FRAMING
ACCESSORIES AND STRUCTURAL FASTENERS SHALL BE MANUFACTURED BY SIMPSON STRONG-TIE COMPANY(OR ENGINEER APPROVED EQUAL)AND OF Q f 1
DESIGN CRITERIA: v
THE SIZE AND TYPE SHOWN ON THE DRAWINGS. HANGERS NOT SHOWN SHALL BE SIMPSON HU OF SIZE RECOMMENDED FOR MEMBER. ALL HANGERS
ROOF LIVE LOAD: 25 PSF AND NAILS IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE SIMPSON Z-MAX HANGERS OR STAINLESS STEEL. FRAMING NAILS SHALL BE PER IBC 3 LL, w
TABLE 2304.9.1 OR IRC TABLE R602.3(1). o 0 o
LATERAL DESIGN WAS PRESCRIPTIVE PATH BASED ON THE 2014 OREGON RESIDENTIAL SPECIALTY CODE. PLYWOOD PANELS SHALL CONFORM TO THE REQUIREMENTS OF"U.S.PRODUCT STANDARD PS 1 FOR CONSTRUCTION AND INDUSTRIAL PLYWOOD"OR
EXISTING CONDITIONS: APA PRP-108 PERFORMANCE STANDARDS. UNLESS NOTED,PANELS SHALL BE APA RATED SHEATHING,EXPOSURE 1,OF THE THICKNESS AND SPAN
THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS,DIMENSIONS AND ELEVATIONS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RATING SHOWN ON THE DRAWINGS. PLYWOOD INSTALLATION SHALL BE IN CONFORMANCE WITH APA RECOMMENDATIONS. ALLOW 1/8"SPACING C ,I` j
�vJ TEy�
ANY DISCREPANCIES FROM CONDITIONS SHOWN ON THE DRAWINGS PRIOR TO THE START OF THE WORK. AT PANELS ENDS AND EDGES,UNLESS OTHERWISE RECOMMENDED BY THE PANEL MANUFACTURER.
TEMPORARY CONDITIONS: ALL ROOF SHEATHING AND SHALL BE INSTALLED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS,EXCEPT AS INDICATED ON THE DRAWINGS. SHEAR
THE CONTRACTOR SHALL BE RESPONSIBLE FOR STRUCTURAL STABILITY OF THE NEW AND EXISTING STRUCTURES DURING CONSTRUCTION. THE STRUCTURE WALL SHEATHING SHALL BE BLOCKED WITH 2X FRAMING AT ALL PANEL EDGES. NAILING NOT SPECIFICALLY IDENTIFIED ON THE DRAWINGS SHALL AUG 2 7 2015
SHOWN ON THE DRAWINGS HAS BEEN DESIGNED FOR STABILITY UNDER THE FINAL CONFIGURATION ONLY. CONFORM TO IRC TABLE R602.3)1). CITY OF'I'H ARD
CAST-IN-PLACE CONCRETE: INSPECTION: BUILDING DIVISION
MIX DESIGN:PREPARE DESIGN MIXES FOR EACH TYPE OF CONCRETE.PROPORTION MIXES BY EITHER LABORATORY TRIAL BATCH OR FIELD EXPERIENCE THE CONTRACTOR SHALL REQUEST INSPECTIONS LISTED IN AND AS REQUIRED BY SECTION R109 OF THE INTERNATIONAL RESIDENTIAL CODE AND AS
METHODS,USING MATERIALS TO BE EMPLOYED ON THE PROJECT FOR EACH CLASS OF CONCRETE. FURNISH CERTIFIED REPORTS OF EACH PROPOSED REQUIRED BY THE LOCAL JURISDICTION.
MIX DESIGN. THE CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS,ALONG WITH TEST DATA AS REQUIRED BY ACI 318-99,A MINIMUM OF TWO
WEEKS PRIOR TO PLACING CONCRETE.
STRUCTURAL OBSERVATIONS:
ADMIXTURES: AIR ENTRAINING AGENT IN ACCORDANCE WITH ASTM C260 AND WATER-REDUCING ADMIXTURE CONFORMING TO ASTM 494,USED IN NOT REQUIRED UNLESS REQUESTED DURING CONSTRUCTION BY THE ARCHITECT,CONTRACTOR AND OR BUILDING OFFICIAL.
STRICT ACCORDANCE WITH THE MANUFACTURERS'RECOMMENDATIONS,MAY BE INCORPORATED IN CONCRETE DESIGN MIXES. AN AIR-ENTRAINING
AGENT CONFORMING TO ASTM C260 SHALL BE USED IN CONCRETE MIXES FOR EXTERIOR HORIZONTAL SURFACES EXPOSED TO WEATHER. THE AMOUNT
OF ENTRAINED AIR SHALL BE 5%-7%BY VOLUME. FLY ASH SHALL NOT EXCEED 15%OF CEMENT CONTENT BY WEIGHT.
CONCRETE WORK SHALL CONFORM TO ACI 301. CONCRETE STRENGTHS SHALL BE VERIFIED BY STANDARD 28-DAY CYLINDER TESTS PER ASTM C39,AND
SHALL BE AS FOLLOWS: CITY OF TIGARD
FOOTINGS:fc=2,500 PSI AT 28 DAYS:MAXIMUM SLUMP 3"PLUS OR MINUS 1'. REVIEWED R CODE COMPLIANCE 2
Approved: [ I i
SLABS: fc=3,000 PSI AT 28 DAYS:MAXIMUM SLUMP 3"PLUS OR MINUS 1". OTC: [ j
SLEEVES,OPENINGS,CONDUIT,AND OTHER EMBEDDED ITEMS NOT SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE APPROVED BY THE STRUCTURAL permit#: FYLIta 0 I3- - on-/�] g w M
ENGINEER BEFORE POURING. CONDUITS EMBEDDED IN SLABS SHALL NOT BE LARGER THAN ONE THIRD OF THE THICKNESS OF THE SLAB AND SHALL NOT Address: ��25 0 J `Ttim�'+��� �K� .S 0
BE SPACED CLOSER THAN THREE DIAMETERS ON CENTER. PROVIDE 3/4 CHAMFERS ON ALL EXPOSED CONCRETE EDGES UNLESS NOTED OTHERWISE. ✓� J 1
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REINFORCING STEEL: Date: J
REINFORCING STEEL SHALL CONFORM TO ASTM A615,GRADE 60 AND FOR DEFORMED BARS,UNLESS OTHERWISE NOTED. REINFORCING STEEL TO BE
WELDED SHALL CONFORM TO ASTM A706. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A82 AND A185. �'�
M
REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH ACI 315 LATEST EDITION("DETAILS AND DETAILING CONCRETE REINFORCEMENT'), 0
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REINFORCING STEEL SHALL HAVE PROTECTION AS FOLLOWS: CITY OF TIGARD
CONDITION: MINIMUM COVER: Approved IJy Planning w 0 w
CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3" Date: $ -a lP-(S- U
Initials: r/}--v o v
CONCRETE EXPOSED TO EARTH AND WEATHER:
NO.5 BAR,W31 OR D31 WIRE AND SMALLER 1Y2'" w w CO
CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH EARTH: OFFICE COPY U Q o,
SLABS,WALLS,AND JOISTS: w Q =
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BLDG SQ FT: 1476
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12"DIA.x6'
COIR LOG BARRIER _1�
SW SUMMER CREST DR .
15 SITE PLAN
MCCLENAHAN GARAGE.DWG SCALE:3/32"=1'-0"
CITY OF TIGARD
Approved by Planning
Date: d`- k (, -/s Initials: --e..■
PROJECT:
DRAWN CHECKED
NEW GARAGE DM
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11735 SW SUMMER CREST DR. SHEET
TIGARD, OR 97223 1 (F 6
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PROJECT:
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NEW GARAGE DM
McCLENAHAN RESIDENCE DATE 08.20.2015
11735 SW SUMMER CREST DR. SHEET
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' GENERAL STRUCTURAL NOTES:
SAWN LUMBER DESIGN IS BASED ON THE NATIONAL DESIGN SPECIFICATION,LATEST EDITION. SAWN LUMBER SHALL CONFORM TO WEST COAST LUMBER 1 O
CODE REQUIREMENTS: INSPECTION BUREAU OR WESTERN WOOD PRODUCTS ASSOCIATION GRADING RULES. ALL LUMBER NOT SPECIFICALLY NOTED TO BE D.F.#2 OR BETTER. O
CONFORM TO THE 2014 OREGON RESIDENTIAL SPECIALTY CODE. ALL WOOD IN PERMANENT CONTACT WITH CONCRETE OR CMU SHALL BE PRESSURE TREATED UNLESS AN APPROVED BARRIER IS PROVIDED. FRAMING (
ACCESSORIES AND STRUCTURAL FASTENERS SHALL BE MANUFACTURED BY SIMPSON STRONG-TIE COMPANY(OR ENGINEER APPROVED EQUAL)AND OF V)
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DESIGN CRITERIA: 1
THE SIZE AND TYPE SHOWN ON THE DRAWINGS. HANGERS NOT SHOWN SHALL BE SIMPSON HU OF SIZE RECOMMENDED FOR MEMBER. ALL HANGERS z
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ROOF LIVE LOAD: 25 PSF AND NAILS IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE SIMPSON Z-MAX HANGERS OR STAINLESS STEEL. FRAMING NAILS SHALL BE PER IBC
=
Q 2 w
TABLE 2304.9.1 OR IRC TABLE R602.3(1). 0 o c H
LATERAL DESIGN WAS PRESCRIPTIVE PATH BASED ON THE 2014 OREGON RESIDENTIAL SPECIALTY CODE.
PLYWOOD PANELS SHALL CONFORM TO THE REQUIREMENTS OF"U.S.PRODUCT STANDARD PS 1 FOR CONSTRUCTION AND INDUSTRIAL PLYWOOD"OR
APA PRP-108 PERFORMANCE STANDARDS. UNLESS NOTED,PANELS SHALL BE APA RATED SHEATHING,EXPOSURE 1,OF THE THICKNESS AND SPAN
EXISTING CONDITIONS: RATING SHOWN ON THE DRAWINGS. PLYWOOD INSTALLATION SHALL BE IN CONFORMANCE WITH APA RECOMMENDATIONS. ALLOW 1/8"SPACING
THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS,DIMENSIONS AND ELEVATIONS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF AT PANELS ENDS AND EDGES,UNLESS OTHERWISE RECOMMENDED BY THE PANEL MANUFACTURER.
ANY DISCREPANCIES FROM CONDITIONS SHOWN ON THE DRAWINGS PRIOR TO THE START OF THE WORK. AND INSTALLED IA PERPENDICULAR
EXCEPT INDICATED ON THE DRAWINGS.
SHEAR C " E
TEMPORARY CONDITIONS:
ALL ROOF
SHALL BE BLOCKED WITH 2X FRAMING Al AT ALL EDGES. NAILING NOT SPECIFICALLY IDENTIFIED ON THE DRAWINGS SHALL
THE CONTRACTOR SHALL BE RESPONSIBLE FOR STRUCTURAL STABILITY OF THE NEW AND EXISTING STRUCTURES DURING CONSTRUCTION. THE STRUCTURE CONFORM TO IRC TABLE R602.3(1).
SHOWN ON THE DRAWINGS HAS BEEN DESIGNED FOR STABILITY UNDER THE FINAL CONFIGURATION ONLY.
AUG 2 7 Z015
INSPECTION:
CAST-IN-PLACE CONCRETE: ,
MIX DESIGN:PREPARE DESIGN MIXES FOR EACH TYPE OF CONCRETE.PROPORTION MIXES BY EITHER LABORATORY TRIAL BATCH OR FIELD EXPERIENCE CITY OF FIGARO
THE METHODS,USING MATERIALS TO BE EMPLOYED ON THE PROJECT FOR EACH CLASS OF CONCRETE. FURNISH CERTIFIED REPORTS OF EACH PROPOSED REQUIRED BY THE CONTRACTOR SHALL
AL JURISDICTION.INSPECTIONS LISTED IN AND AS REQUIRED BY SECTION R109 OF THE INTERNATIONAL RESIDENTIAL CODE AND AS I UILDING DIVISI®'
MIX DESIGN. THE CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS,ALONG WITH TEST DATA AS REQUIRED BY ACI 318-99,A MINIMUM OF TWO
WEEKS PRIOR TO PLACING CONCRETE.
STRUCTURAL OBSERVATIONS:
ADMIXTURES: AIR ENTRAINING AGENT IN ACCORDANCE WITH ASTM C260 AND WATER-REDUCING ADMIXTURE CONFORMING TO ASTM 494,USED IN NOT REQUIRED UNLESS REQUESTED DURING CONSTRUCTION BY THE ARCHITECT,CONTRACTOR AND OR BUILDING OFFICIAL.
STRICT ACCORDANCE WITH THE MANUFACTURERS'RECOMMENDATIONS,MAY BE INCORPORATED IN CONCRETE DESIGN MIXES. AN AIR-ENTRAINING
AGENT CONFORMING TO ASTM C260 SHALL BE USED IN CONCRETE MIXES FOR EXTERIOR HORIZONTAL SURFACES EXPOSED TO WEATHER. THE AMOUNT
OF ENTRAINED AIR SHALL BE 5%-7%BY VOLUME. FLY ASH SHALL NOT EXCEED 15%OF CEMENT CONTENT BY WEIGHT.
CONCRETE WORK SHALL CONFORM TO ACI 301. CONCRETE STRENGTHS SHALL BE VERIFIED BY STANDARD 28-DAY CYLINDER TESTS PER ASTM C39,AND
SHALL BE AS FOLLOWS:
Z
Q
FOOTINGS:f'c=2,500 PSI AT 28 DAYS:MAXIMUM SLUMP 3"PLUS OR MINUS 1". --nn
SLABS: fc=3,000 PSI AT 28 DAYS:MAXIMUM SLUMP 3"PLUS OR MINUS 1". ./�
SLEEVES,OPENINGS,CONDUIT,AND OTHER EMBEDDED ITEMS NOT SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE APPROVED BY THE STRUCTURAL ~� 1��1 __1
ENGINEER BEFORE POURING. CONDUITS EMBEDDED IN SLABS SHALL NOT BE LARGER THAN ONE THIRD OF THE THICKNESS OF THE SLAB AND SHALL NOT V,
BE SPACED CLOSER THAN THREE DIAMETERS ON CENTER. PROVIDE 3/4 CHAMFERS ON ALL EXPOSED CONCRETE EDGES UNLESS NOTED OTHERWISE.
REINFORCING STEEL: .� r REINFORCING STEEL SHALL CONFORM TO ASTM A615,GRADE 60 AND FOR DEFORMED BARS,UNLESS OTHERWISE NOTED. REINFORCING STEEL TO BE I�
WELDED SHALL CONFORM TO ASTM A706. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A82 AND A185. W Al OM
REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH ACI 315-LATEST EDITION("DETAILS AND DETAILING CONCRETE REINFORCEMENT').
REINFORCING STEEL SHALL HAVE PROTECTION AS FOLLOWS:
CONDITION: MINIMUM COVER: CITY OF TIGARD c
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CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3" - 15 w
Date: � a� - o U
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COIR LOG BARRIER I
TAX LOT ID: 1S134CD05600 I
I PROPERTY ACCOUNT ID'S: R268597,R268597
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BLDG SQ FT: 1476
11
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1
1
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EXIST. MAIN 1
DRIVEWAY DRIVEWAY I
180'ELEV. I
I
180'ELEV.
70.00' - 14.33'
_ _ _4_ _ _
12"DIA.x6'
COIR LOG BARRIER
SW SUMMER CREST DR .
1, SITE PLAN
MCCLENAHAN GARAGE.DWG SCALE:%2'=1'0"
CITY OF TIGARD
Approved by Planning
Date: B d&-/S
Initials: 04-c.,
PROJECT:
DRAWN CHECKED
NEW GARAGE DM
McCLENAHAN RESIDENCE DATE 08.20.2015
11735 SW SUMMER CREST DR. SHEET
TIGARD, OR 97223 1 OF 6
P
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DRAWN CHECKED
NEW GARAGE DM
McCLENAHAN RESIDENCE DATE 08.20.2015
11735 SW SUMMER CREST DR. SHEET
TIGARD, OR 97223 2 OF 6
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