HomeMy WebLinkAboutPlans Applicant 11/30/202354
Sheet Number
Sheet Name
A100
FLOOR PLANS
A200
EXTERIOR ELEVATIONS
A300
SECTIONS & DETAILS
5100
STRUCTURAL DRAWINGS & DETAILS
GENERAL NOTES
1. ADHERING TO THE PROCEDURES ESTABLISHED IN THE NOTES BELOW SHALL BE THE GENERAL CONTRACTOR 'S (G.C.) RESPONSIBILITY.
2. G.C. TO BE LICENSED TO WORK IN THE STATE OF OREGON.
3. THE ARCHITECTURAL DRAWINGS ARE ONLY A DIMENSIONAL GRAPHIC REPRESENTATION OF THE CONCRETE AND/OR STUDS WITH RESPECT TO THE SURROUNDING FINISHES.
4. G.C. SHALL NOT DEVIATE FROM THE ARCHITECT'S CONTRACT DOCUMENTS UNLESS APPROVED BY THE ARCHITECTS OFFICE.
5. G.C. SHALL VERIFY ALL DIMENSIONS IN FIELD PRIOR TO CONSTRUCTION AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES BEFORE COMMENCING WORK.
6. THE GENERAL CONTRACTOR SHALL NOT PERMIT HIS REPRESENTATIVES TO MEASURE BY SCALE THE ARCHITECT 'S CONTRACT DOCUMENTS. UNCLEAR DIMENSIONS SHALL BE
CLARIFIED BY THE ARCHITECT'S OFFICE.
7. THE GENERAL CONTRACTOR SHALL NOT SUBSTITUTE SPECIFIED ITEMS OR A DETAILED ASSEMBLY WITHOUT NOTIFYING ARCHITECT.
8. THE GENERAL CONTRACTOR SHALL REVISE, COORDINATE, AND APPROVE SHOP DRAWINGS WITH THE PARTIES AND TRADES CONCERNED PRIOR TO SUBMITTAL FOR FINAL
REVIEW.
9. THE SHOP DRAWINGS SUBMITTED BY THE GENERAL CONTRACTOR TO THE ARCHITECT 'S OFFICE FOR FINAL REVIEW SHALL BE CONSIDERED, AS GENERAL PROCEDURE, TO
CLARIFY THE REMARKS FROM THE GENERAL CONTRACTOR 'S REPRESENTATIVE. NEVERTHELESS THEY SHALL NEVER INFER A DEVIATION FROM THE ARCHITECT 'S CONTRACT
DOCUMENTS AND/OR A CHANGE IN THE SCOPE OF WORK. THESE CLARIFICATIONS SHALL BE ACCOMPLISHED THROUGH INSTRUCTIONS TO THE GENERAL CONTRACTOR
(I.T.C.), REQUESTING A CHANGE ORDER (R.C.O.).
10. ALL MATERIALS SHALL BE INSTALLED ACCORDING TO MANUFACTURERS 'RECOMMENDED INSTRUCTIONS.
TRUCTURAL CODES AND SPECIFICATION
1. THE STRUCTURAL PLANS, TO THE BEST OF OUR KNOWLEDGE, COMPLY WITH THE APPLICABLE REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL CODE FOR ONE AND
TWO FAMILY DWELLINGS" (CIRC) AND "2018 OREGON STATE BUILDING CODE".
2. THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE, AND ALL APPLICABLE FEDERAL AND STATE CODES, STANDARDS, AND
LAWS.
3. STRUCTURAL CONCRETE: LATEST EDITION OF THE AMERICAN CONCRETE INSTITUTE'S "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-02)".
4. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES WERE BASED ON RECOMMENDATION OF ASCE 7.
CONSTRUCTION NOTES
1. ALL WORK TO CONFORM WITH THE PREVAILING CODES, INCLUDING THE OREGON BUILDING CODE, AND THE NATIONAL ELECTRIC CODE.
2. PLUMBING, H.V.A.C., AND ELECTRICAL CONTRACTORS SHALL BE LICENSED AND SHALL FILE SEPARATE APPLICATIONS FOR PERMITS, AS REQUIRED.
3. INTERIOR WALLS TO BE 1/2" SCREW -APPLIED SHEETROCK, TRIP.
4. CEILINGS & WALLS AT MECHANICAL ROOM AND GARAGE SHALL HAVE 5/8 " FIREPROOF SHEETROCK.
5. SHEETROCK TO BE TRIPLE -TAPED EXCEPT CLOSETS TO BE DOUBLE TAPED AND GARAGE TO BE SINGLE TAPED,
6. WONDER BOARD TILE BACKER TO BE INSTALLED ALONG ALL TUB AND SHOWER AREAS. WATER-RESISTANT GYPSUM BOARD TO BE USED IN ALL DAMP ROOMS.
7. HVAC CONTRACTOR SHALL PROVIDE SHOP DRAWINGS AND DUCT LOCATIONS PRIOR TO INSTALLATION WHICH SHALL BE APPROVED BY THE ARCHITECT AND OWNER,
8. WINDOW MANUFACTURER SHALL PROVIDE SHOP DRAWINGS AND SPECIFICATIONS WHICH SHALL BE APPROVED BY THE ARCHITECT.
9. BUILDING AND SURROUNDING SITE SHALL BE KEPT CLEAN AND NEAT AT ALL TIMES.
EXTERIOR MOLDING SHALL BE PRIMED ON ALL SIDES, INCLUDING CUT ENDS AND BACK PRIOR TO INSTALLATION AND PAINTING.
DEIN LOADS & CRITERIA
THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR THE FOLLOWING LOADS
A. LIVE LOAD:
a) FIRST FLOOR AND CORRIDORS.
40 PSF
b) SLEEPING ROOMS
30 PSF
c) GARAGE
50 PSF
d) EXTERIOR DECKS
60 PSF
e) STAIRS
100 PSF
B. BASIC GROUND SNOW LOAD:
35 PSF
WITH APPLICABLE SNOW SHADOWING FACTORS
C. DESIGNED WIND SPEED:
96 MPH
EXPOSURE "B"
GRAVEL OR
SAND FILL
1 1/2"
#4x3'-0" LONG @
AT CONSTRUCTION JOINT
MAX. POUR LENGTH IS 30'-0" IN ANY DIRECTION.
6x6 - W2.OxW2.0 WWF
GRAVEL OR
SAND FILL
�- VAPOR
BARRIER
AT TYPICAL SLAB
NOTES:
1. SLAB ON GRADE SHALL BE PLACED IN A CHECKER BOARD PATTERN WHERE EACH SINGLE POUR AREA DOES NOT EXCEED 900 SQUARE FEET AND 15'-0" IN THE LONGEST
DIMENSION. EACH PANEL SHALL BE BOUNDED WITH CONSTRUCTION JOINTS.
2, SAWED CONTROL JOINTS ARE AN ALTERNATE AND ARE TO BE LOCATED IN A RECTANGULAR PATTERN WITH A MAXIMUM SPACING OF 15-0". JOINTS SHALL BE SAWED NO LATER
THAN 24 HOURS AFTER CONCRETE IS PLACED. MAXIMUM POUR LENGTH SHALL NOT EXCEED 90'-011
.
3. GRAVEL OR SAND FILL HALL BE PLACED ON UNDISTURBED SOIL OR FILL COMPACTED TO 95% OF MODIFIED PROCTOR DENSITY AT OPTIMUM MOISTURE CONTENT (ASTM D1557).
3/4" = 1'-0"
NEW ADU
1158 D Street
WISNER ENGINEERING -1258 SOORA AVE - ASTORIA OREGON,97103
GENERAL CONCRETE NOTES
1. ANY DISTURBED FOUNDATIONS, WALLS, OR OTHER BEARING STRUCTURES SHALL BE BRACED AND REINFORCED IF MODIFICATION IS
NECESSARY. MODIFICATIONS SHALL NOT AFFECT EXISTING BEARING CAPACITY.
2. ALL SLABS ON GROUND, FOOTINGS, WALLS, ETC. TO BE STONE CONCRETE 2500 P.S.I. AT 28 DAYS.
3. CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATION OF ALL SLOTS, PIPE SLEEVES, ANCHOR BOLTS, DUCTS, ETC. AS REQUIRED
FOR OTHER TRADES BEFORE CONCRETE IS POURED.
4. ALL SLOTS SHALL BE FILLED WITH CONCRETE TO THE SAME DEPTH AS SLABS AFTER PIPING IS INSTALLED.
5. CONTRACTOR SHALL SAFEGUARD AND PROTECT ALL EXCAVATIONS.
FOUNDATION NOTES:
1. BUILDING FOUNDATIONS SHALL BEAR ON UNDISTURBED SOIL OR LEDGE HAVING MINIMUM BEARING CAPACITY OF 1500 POUNDS PER
SQUARE FOOT.
2. IF AN UNSUITABLE SOIL WILL BE DISCOVERED N THE AREA UNDERNEATH OF THE NEW FOOTINGS (ORGANICS, LOOSE FILL, AND ETC.),
SOIL SHALL BE REPLACED WITH COMPACTED FILL OF GRAVEL OR CRASHED STONE. PLACE BACKFILL IN LIFTS NOT EXCEEDING 9" IN
LOOSE LIFT THICKNESS. NOTIFY THE ENGINEER BEFORE PROCEEDING WITH STRUCTURAL BACKFILL TO CONFIRM SUITABILITY OF
BEARING STRATUM. FOUNDATION BACKFILL MATERIAL IS TO BE CONTROLLED FILL MATERIAL, A UNIFORMLY GRADED MIXTURE OF SAND
AND GRAVEL WEIGHING NO LESS THAN 120 PCF DRY DENSITY AFTER ON-SITE COMPACTION. THE MIXTURE IS TO HAVE NO STONE
GREATER THAN 3" ANY ONE DIMENSION AND IS TO HAVE LESS THAN 10 %, BY WEIGHT, PASSING A 4200 SIEVE. THE FILL SHALL BE PLACED
IN MAXIMUM LIFTS OF 8 INCHES BEFORE COMPACTION,
REINFORCED CONCRETE NOTES:
1. ALL CONCRETE SHALL BE NORMAL WEIGHT STONE CONCRETE UNLESS NOTED. THE MAXIMUM SIZE OF THE COARSE AGGREGATE
SHALL BE 3/4". THE CONCRETE IS TO BE PROPORTIONED TO HAVE 4" 4/-1" SLUMP AND 5% -/-1 % ENTRAINED AIR. LOW RANGE WATER
REDUCING AGENTS ARE PERMITTED. CHLORIDE ION CONTAINING ADDITIVES ARE NOT PERMITTED,
2. MINIMUM COMPRESSIVE STRENGTH OF CONCRETE IN 28 DAYS SHALL BE AS FOLLOWS:
F'c = 2,500 PSI FOR ALL FOOTINGS, PIERS AND FOUNDATION
Pc = 4,000 PSI FOR INTERIOR AND EXTERIOR SLABS ON GRADE, SIDEWALKS AND SIDEWALLS
3. ALL REINFORCING STEEL SHALL CONFORM TO ASTM STANDARD SPECIFICATION FOR DEFORMED NEW BILLET -STEEL BARS FOR
CONCRETE REINFORCEMENT A615 GRADE 60. REINFORCEMENT SHALL BE DETAILED ACCORDING TO ACI MANUAL OF STANDARD PRACTICE,
ACI 315, LATEST EDITION. ALL REINFORCING BAR SPLICES SHALL BE CLASS "C" TENSION SPLICES, UNLESS OTHERWISE NOTED ON THE
DRAWINGS.
4. ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM SPECIFICATION A185 WITH A MINIMUM ULTIMATE STRENGTH OF 70,000 PSI.
5. CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE AS FOLLOWS:
CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH ----- : 3"
EXPOSED TO EARTH OR WEATHER (WHERE FORMS ARE USED)
#6 BARS AND LARGER ------------------ ---- :2"
#5 BARS AND SMALLER -------------------- :1 1/2"
NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND
SLABS OR WALL ----------------------- : 1 1/2"
BEAMS OR PIERS - ----- ------ --------- - : 1 1/2"
6. PROVIDE #4 DIAGONAL BARS, 4'-0" LONG AT ALL RE-ENTRANT CORNERS:
244 TOP FOR ALL SLABS ON GRADE.
7. REINFORCING BARS AND WELDED WIRE FABRIC SHALL NOT BE WELDED, TACK -WELDED OR USED FOR STRIKING AN ARC
8. ALL GROUT SHALL BE NON -SHRINK GROUT WITH A MINIMUM COMPRESSIVE
(CUBE) STRENGTH OF 8,000 PSI AT 28 DAYS.
9. PROVIDE A MINIMUM OF FOUR (4) COMPRESSIVE STRENGTH TEST CYLINDERS FOR EACH 50 CUBIC YARDS OF CONCRETE PLACED, BUT
NOT LESS THAN FOUR FOR EACH DAY'S PLACEMENT.
VERTICAL BARS
OUTSIDE OR INSIC
DETERMINED BY
DESIGN.
,d„
IF "d" IS 24 BAR DIA. OR MORE, •�
NO HOOK IS NECESSARY
3/4" =1"-0"
24 DIA
1'-0" MIN.
i
CERNERAL WOOD NOTES:
1. STUD BEARING WALLS, SHEARWALLS, AND ROOF DECKS SHALL BE FRAMED WITH THE MEMBER SIZES AND/OR TYPES AT THE SPACINGS
SHOWN ON PLAN. THE CONTRACTOR SHALL COORDINATE LOCATIONS OF ALL PLUMBING PIPING, HVAC DUCTING AND RECESSED LIGHTING
FIXTURES, ETC PRIOR TO LAYOUT TO MINIMIZE INTERFERENCE THAT MAY REQUIRE THE ALTERING OR STRENGTHENING OF THE INSTALLED
FRAMING.
2. WALLS SHALL BE INSTALLED STRAIGHT AND PLUMB. ROOFS SHALL BE INSTALLED AT THE PITCHES INDICATED ON THE ARCHITECTURAL
DRAWINGS,
3. JOISTS AND RAFTERS SHALL BE INSTALLED DIRECTLY OVER BEARING STUDS UNLESS OTHERWISE DETAILED.
4. JOISTS SHALL BE SUPPORTED LATERALLY AT EACH SUPPORT BY FULL DEPTH SOLID BLOCKING 2 INCHES IN THICKNESS, EXCEPT
WHERE JOISTS ARE SUPPORTED BY A FLUSH HEADER OR NAILED TO A RIM JOIST.
5. PROVIDE A MINIMUM OF TWO STUDS AT EACH END OF ALL FLUSH FRAMED HEADERS OR BEAM, UNLESS MORE ARE INDICATED ON PLAN
PROVIDE ONE JACK STUD AND ONE FULL KING STUD AT EACH END OF ALL DROPPED HEADERS OR BEAMS, UNLESS MORE JACK AND KING
STUDS ARE INDICATED ON PLAN.
6. FLUSH FRAMED CONNECTIONS SHALL BE MADE WITH PREFABRICATED GALVANIZED STEEL HANGERS MADE BY SIMPSON STRONG -TIE,
CO., INC. OR KANT-SAG CONNECTORS BY UNITED STEEL PRODUCTS CO. OF WIDTH AND DEPTH APPROPRIATE FOR THE SUPPORTED
MEMBER. INSTALL WITH THE TYPE AND QUANTITY OF FASTENERS RECOMMENDED BY THE MANUFACTURER.
7. STRUCTURAL WOOD FRAMING USED IN EXTERIOR APPLICATIONS OR IN CONTACT WITH CONCRETE OR MASONRY SHALL BE SOUTHERN
YELLOW PINE NO.2 OR BETTER, CCA PRESERVATIVE PRESSURE TREATED WOOD. ALL EXTERIOR STAIR FRAMING TO BE CONSTRUCTED
USING PRESSURE AND FIRE RETARDANT TREATED WOOD RECOMMENDED BY THE MANUFACTURERS: Aljoma Lumber, Inc.
<http://www.aljoma.com>, B. B. & S. of New England, Inc. <http://www,bbsiumber.com>, Coast Wood Preserving, Inc., Culpeper Wood Preservers
<http://www.culpeperwood.com> SHALL BE SOUTHERN YELLOW PINE NO.2 OR BETTER, CCA PRESERVATIVE PRESSURE TREATED WOOD.
8. BUILT-UP MEMBERS OF THREE PLIES OR LESS SHALL HAVE ADJACENT PLIES CONNECTED TOGETHER WITH 3/4" DIAMETER ROWS OF
SCREWS AT 16" O.C. STAGGERED UP AND DOWN WITH 2 INCH CLEARANCE AT TOP AND BOTTOM EDGES. BUILT-UP MEMBERS OF MORE
THAN 3 PLIES SHALL BE ASSEMBLED WITH (2) TWO ROWS OF 1/2" DIAMETER THRU BOLTS AT 16" O.C. WITH 2 INCH CLEARANCE AT TOP AND
BOTTOM EDGES.
9. EACH ROOF TRUSS SHALL BE CONNECTED TO WALL DOUBLE PLATE WITH (2) H8 CONNECTOR BY SIMPSON STRONG -TIE BAND JOIST
SHALL BE CONNECTED TO TOP PLATE WITH MSTC 52 STRAP (a7 64" O.0 CONNECTOR BY SIMPSON STRONG -TIE INSTALL SILL PLATE TIE -
DOWNS TO SATISFY MINIMUM REQUIRED 5/8" 0 BOLTS SPACED @ 48" O.C. AND 10" MAXIMUM FROM EACH CORNER. INSTALL ADDITIONAL
STRAPS AS SHOWN ON TYPICAL FRAMING DETAILS.
LUMBER NOTES
1. DESIGN AND CONSTRUCTION SHALL COMPLY WITH THE LATEST EDITION OF THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION
MANUAL.
2. ALL STRUCTURAL LUMBER TO BE #2 GRADE DOUGLAS FIR OR BETTER, AND SHALL BE FREE OF ANY DEFECTS WHICH MAY AFFECT ITS
STRUCTURAL INTEGRITY, UNLESS OTHERWISE NOTED.
3. CONTRACTOR SHALL PROVIDE ALL ACCESSORIES THAT ARE NOT CALLED OUT ON THE PLANS, SUCH AS JOIST ANCHORS, JOIST
HANGERS, FRAMING ANCHORS, POST BASES, AND CAPS, METAL BRIDGING, ETC. AS REQUIRED FOR THE COMPLETION OF THE
PROJECT.
4. ALL JOISTS SHALL HAVE JOIST HANGERS AND HURRICANE STRAPS.
5. PROVIDE BRIDGING AT 4'-0" MAXIMUM.
6. ALL INTERIOR BEARING STUD WALLS TO BE BRACED AT THIRD POINTS.
7, EXTERIOR WALLS TO BE 2" X 6" DOUGLAS FIR WOOD STUD CONSTRUCTION,
8. DOUBLE JOISTS REQUIRED AT PARALLEL PARTITIONS.
9. ROOF FRAMING TO BE BRACED TO PARTITIONS.
10. STRAPS TO BE PROVIDED AT NON -PARALLEL CEILING JOISTS AND RAFTERS.
1. THE STRUCTURAL WOOD STRESS GRADE STAMPED LUMBER SHALL BE GRADED AS FOLLOWS (BETTER GRADES ARE PERMITTED AND
ENCOURAGED):
JOISTS AND RAFTERS:
DOUGLAS FIR -LARCH OR DOUGLAS FIR -LARCH (NORTH), NO. 2.
FB (BASE) = 875 PSI,
E = 1,600,000 PSI
STUDS: DOUGLAS FIR -LARCH OR DOUGLAS FIR -LARCH (NORTH), STUD GRADE.
FB (BASE) = 650 PSI,
E = 1,400,000 PSI
2. THE DESIGN OF THE DIMENSIONAL LUMBER MEMBERS AND THEIR CONNECTIONS IS BASED ON THE LUMBER HAVING A MOISTURE
CONTENT AT THE TIME OF INSTALLATION OF 19% OR LESS.
3. JOISTS OR RAFTERS ARE TO BE INSTALLED WITH "CROWN" UP (I.E. POSITIVE CAMBER) AND WITHIN 1/2 INCH OF STRAIGHT, END-TO-END
ALIGNMENT.
4. SEVERELY DISTORTED (TWISTED, BOWED, CUPPED, CHECKED, ETC.) LUMBER SHALL NOT BE USED,
5. NOTCHES IN THE TOP OR BOTTOM OF DIMENSIONED LUMBER JOISTS OR RAFTERS SHALL NOT EXCEED ONE-SIXTH THE MEMBER DEPTH
AND SHALL NOT BE LOCATED IN THE MIDDLE THIRD OF THE SPAN. END NOTCHES SHALL NOT EXCEED ONE-FOURTH THE MEMBER DEPTH.
BORED HOLES SHALL NOT BE WITHIN TWO INCHES OF THE TOP AND BOTTOM OF THE MEMBER AND THEIR DIAMETER SHALL NOT EXCEED
ONE-THIRD THE MEMBER DEPTH.
6. THE NUMBER, TYPE AND SIZE OF FASTENERS FOR FRAMING AND SHEATHING ATTACHMENT SHALLBE IN ACCORDANCE WITH CHAPTER 6
TABLE R602.3(10) OF THE INTERNATIONAL RESIDENTIAL BUILDING CODE UNLESS A STRONGER CONNECTION IS INDICATED.
1. THE STRUCTURAL WOOD STRESS GRADE STAMPED LUMBER SHALL BE GRADED AS FOLLOWS (BETTER GRADES ARE
PERMITTED AND ENCOURAGED):
JOISTS AND RAFTERS:
DOUGLAS FIR -LARCH OR DOUGLAS FIR -LARCH (NORTH), NO. 2.
FB (BASE) = 875 PSI,
E =1,600,000 PSI
STUDS: DOUGLAS FIR -LARCH OR DOUGLAS FIR -LARCH (NORTH), STUD GRADE.
FB (BASE) = 650 PSI,
E =1,400,000 PSI
2. THE DESIGN OF THE DIMENSIONAL LUMBER MEMBERS AND THEIR CONNECTIONS IS BASED ON THE LUMBER HAVING A
MOISTURE CONTENT AT THE TIME OF INSTALLATION OF 19% OR LESS,
3. JOISTS OR RAFTERS ARE TO BE INSTALLED WITH "CROWN" UP (I.E. POSITIVE CAMBER) AND WITHIN 1/2 INCH OF
STRAIGHT, END-TO-END ALIGNMENT.
4. SEVERELY DISTORTED (TWISTED, BOWED, CUPPED, CHECKED, ETC.) LUMBER SHALL NOT BE USED.
5. NOTCHES IN THE TOP OR BOTTOM OF DIMENSIONED LUMBER JOISTS OR RAFTERS SHALL NOT EXCEED ONE-SIXTH THE
MEMBER DEPTH AND SHALL NOT BE LOCATED IN THE MIDDLE THIRD OF THE SPAN. END NOTCHES SHALL NOT EXCEED
ONE-FOURTH THE MEMBER DEPTH. BORED HOLES SHALL NOT BE WITHIN TWO INCHES OF THE TOP AND BOTTOM OF THE
MEMBER AND THEIR DIAMETER SHALL NOT EXCEED ONE-THIRD THE MEMBER DEPTH.
6. THE NUMBER, TYPE AND SIZE OF FASTENERS FOR FRAMING AND SHEATHING ATTACHMENT SHALLBE IN ACCORDANCE
WITH CHAPTER 6 TABLE R602.3(10) OF THE INTERNATIONAL RESIDENTIAL BUILDING CODE UNLESS A STRONGER
CONNECTION IS INDICATED.
7. PSL POSTS TO BE ANCHORED TO FOUNDATION, AND BETWEEN EACH FRAMING LEVEL TO RESIST UPLIF FORCES.
PROVIDE SIMPSON HDU8-SDS2.5 HOLDDOWN ANCHORS OR APPROVED SIMILAR.
8. ALL EXTERIOR WALLS OF THE BUILDING ARE DESIGNED AS SHEARWALLS TO PROVIDE STABILITY AND RESTRAINT FOR
LATERAL LOADS. NAILING REQUIREMENTS FOR PLYWOOD SHEATING ARE: 6" O.C. ALL EDGES, INCLUDING DOORS AND
WINDOWS WITH BLOCKING AT ALL JOINTS. FIELD NAILING 12" O.C.
9- PLYWOOD SHALL BE CDX PLYWOOD SHEATHING. NOMINAL THICKNESS TO BE AS FOLLOWS: 1/2" THICK AT EXTERIOR
WALLS AND 3/4" AT ROOFS AND 3/4" THICK TONGUE AND GROOVE PLYWOOD AT FLOORS. INSTALL PANELS WITH FACE
GRAIN PERPENDICULAR TO SUPPORTING MEMBERS.
10. FOUNDATION SILL PLATES SHALL BE 1.3 E TIMBERSTRAND LSL" BY TRUS JOIST MACMILLAN, INC. PRESSURE TREATED
WITH "STRANDGUARD ZINC BORATE BIOCIDE. (NOTE THAT CARBON STEEL CONNECTORS MAY BE USED WITH THIS
PRODUCT.)
HURRICANE TIE SCHEDULE
1. JOIST TO TOP PLATE CONNECTION SHALL HAVE SIMPSON H5 AT ALL OCCURRENCES OR 18 GAUGE STRAPS, 12 " LONG
BY THE WIDTH OF THE JOIST W/ (6) 8D NAILS AT PLATE AND (6) 8D NAILS AT JOIST
2. BASE PLATE TO WALL AND WALL TO TOP PLATE CONNECTIONS SHALL HAVE SIMPSON SP4 W/ (6)10D X 1 % NAILS.
3. ANCHOR BOLTS SHALL BE INSTALLED AT 4'-0" Q.C.
4. INSTALL JOIST AND OTHER HANGERS AT ALL JOISTS AND PROVIDE HANGERS AND CONNECTORS AT ALL
CONNECTIONS AS PER CODE AND GENERAL BUILDING PRACTICE.
INSULATION SCHEDULE
1. NEW FLOORS OVER NON -INSULATED SPACE SHALL HAVE R-30 MIN. ICYNENE OR EQUIVALENT INSULATION
2. NEW CATHEDRAL CEILINGS SHALL HAVE HIGH DENSITY R-38 MIN. ICYNENE OR EQUIVALENT INSULATION
3. NEW CEILINGS SHALL HAVE HIGH DENSITY R-38 MIN. ICYNENE OR EQUIVALENT INSULATION
4. NEW WALLS SHAVE HALL R-21 MIN. ICYNENE OR EQUIVALENT INSULATION
5, NEW BASEMENT WALLS SHALL HAVE R-21 MIN. ICYNENE OR EQUIVALENT INSULATION
LIGHTING AND ELECTRICAL NOTES
1. ALL LIGHTING FIXTURES SHALL BE INSTALLED WITH LAMP.
2. ALL ELECTRICAL AND LIGHTING TO BE INSTALLED ACCORDING TO NATIONAL ELECTRIC CODE AND THE OREGON BUILDING
CODE.
3. ALL RECEPTACLES SHALL BE MOUNTED 12" ABOVE FINISH FLOOR UNLESS OTHERWISE NOTED.
4. ALL SWITCHES AND/OR CONTROLS SHALL BE MOUNTED 48 " ABOVE FINISHED FLOOR UNLESS OTHERWISE NOTED
1158 D Street
Springfield, OR 97477
ISSUED FOR PERMIT, BUILDING AND CONSTRUCTION
10/15/2023
C?
i
CERNERAL WOOD NOTES:
1. STUD BEARING WALLS, SHEARWALLS, AND ROOF DECKS SHALL BE FRAMED WITH THE MEMBER SIZES AND/OR TYPES AT THE SPACINGS
SHOWN ON PLAN. THE CONTRACTOR SHALL COORDINATE LOCATIONS OF ALL PLUMBING PIPING, HVAC DUCTING AND RECESSED LIGHTING
FIXTURES, ETC PRIOR TO LAYOUT TO MINIMIZE INTERFERENCE THAT MAY REQUIRE THE ALTERING OR STRENGTHENING OF THE INSTALLED
FRAMING.
2. WALLS SHALL BE INSTALLED STRAIGHT AND PLUMB. ROOFS SHALL BE INSTALLED AT THE PITCHES INDICATED ON THE ARCHITECTURAL
DRAWINGS,
3. JOISTS AND RAFTERS SHALL BE INSTALLED DIRECTLY OVER BEARING STUDS UNLESS OTHERWISE DETAILED.
4. JOISTS SHALL BE SUPPORTED LATERALLY AT EACH SUPPORT BY FULL DEPTH SOLID BLOCKING 2 INCHES IN THICKNESS, EXCEPT
WHERE JOISTS ARE SUPPORTED BY A FLUSH HEADER OR NAILED TO A RIM JOIST.
5. PROVIDE A MINIMUM OF TWO STUDS AT EACH END OF ALL FLUSH FRAMED HEADERS OR BEAM, UNLESS MORE ARE INDICATED ON PLAN
PROVIDE ONE JACK STUD AND ONE FULL KING STUD AT EACH END OF ALL DROPPED HEADERS OR BEAMS, UNLESS MORE JACK AND KING
STUDS ARE INDICATED ON PLAN.
6. FLUSH FRAMED CONNECTIONS SHALL BE MADE WITH PREFABRICATED GALVANIZED STEEL HANGERS MADE BY SIMPSON STRONG -TIE,
CO., INC. OR KANT-SAG CONNECTORS BY UNITED STEEL PRODUCTS CO. OF WIDTH AND DEPTH APPROPRIATE FOR THE SUPPORTED
MEMBER. INSTALL WITH THE TYPE AND QUANTITY OF FASTENERS RECOMMENDED BY THE MANUFACTURER.
7. STRUCTURAL WOOD FRAMING USED IN EXTERIOR APPLICATIONS OR IN CONTACT WITH CONCRETE OR MASONRY SHALL BE SOUTHERN
YELLOW PINE NO.2 OR BETTER, CCA PRESERVATIVE PRESSURE TREATED WOOD. ALL EXTERIOR STAIR FRAMING TO BE CONSTRUCTED
USING PRESSURE AND FIRE RETARDANT TREATED WOOD RECOMMENDED BY THE MANUFACTURERS: Aljoma Lumber, Inc.
<http://www.aljoma.com>, B. B. & S. of New England, Inc. <http://www,bbsiumber.com>, Coast Wood Preserving, Inc., Culpeper Wood Preservers
<http://www.culpeperwood.com> SHALL BE SOUTHERN YELLOW PINE NO.2 OR BETTER, CCA PRESERVATIVE PRESSURE TREATED WOOD.
8. BUILT-UP MEMBERS OF THREE PLIES OR LESS SHALL HAVE ADJACENT PLIES CONNECTED TOGETHER WITH 3/4" DIAMETER ROWS OF
SCREWS AT 16" O.C. STAGGERED UP AND DOWN WITH 2 INCH CLEARANCE AT TOP AND BOTTOM EDGES. BUILT-UP MEMBERS OF MORE
THAN 3 PLIES SHALL BE ASSEMBLED WITH (2) TWO ROWS OF 1/2" DIAMETER THRU BOLTS AT 16" O.C. WITH 2 INCH CLEARANCE AT TOP AND
BOTTOM EDGES.
9. EACH ROOF TRUSS SHALL BE CONNECTED TO WALL DOUBLE PLATE WITH (2) H8 CONNECTOR BY SIMPSON STRONG -TIE BAND JOIST
SHALL BE CONNECTED TO TOP PLATE WITH MSTC 52 STRAP (a7 64" O.0 CONNECTOR BY SIMPSON STRONG -TIE INSTALL SILL PLATE TIE -
DOWNS TO SATISFY MINIMUM REQUIRED 5/8" 0 BOLTS SPACED @ 48" O.C. AND 10" MAXIMUM FROM EACH CORNER. INSTALL ADDITIONAL
STRAPS AS SHOWN ON TYPICAL FRAMING DETAILS.
LUMBER NOTES
1. DESIGN AND CONSTRUCTION SHALL COMPLY WITH THE LATEST EDITION OF THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION
MANUAL.
2. ALL STRUCTURAL LUMBER TO BE #2 GRADE DOUGLAS FIR OR BETTER, AND SHALL BE FREE OF ANY DEFECTS WHICH MAY AFFECT ITS
STRUCTURAL INTEGRITY, UNLESS OTHERWISE NOTED.
3. CONTRACTOR SHALL PROVIDE ALL ACCESSORIES THAT ARE NOT CALLED OUT ON THE PLANS, SUCH AS JOIST ANCHORS, JOIST
HANGERS, FRAMING ANCHORS, POST BASES, AND CAPS, METAL BRIDGING, ETC. AS REQUIRED FOR THE COMPLETION OF THE
PROJECT.
4. ALL JOISTS SHALL HAVE JOIST HANGERS AND HURRICANE STRAPS.
5. PROVIDE BRIDGING AT 4'-0" MAXIMUM.
6. ALL INTERIOR BEARING STUD WALLS TO BE BRACED AT THIRD POINTS.
7, EXTERIOR WALLS TO BE 2" X 6" DOUGLAS FIR WOOD STUD CONSTRUCTION,
8. DOUBLE JOISTS REQUIRED AT PARALLEL PARTITIONS.
9. ROOF FRAMING TO BE BRACED TO PARTITIONS.
10. STRAPS TO BE PROVIDED AT NON -PARALLEL CEILING JOISTS AND RAFTERS.
1. THE STRUCTURAL WOOD STRESS GRADE STAMPED LUMBER SHALL BE GRADED AS FOLLOWS (BETTER GRADES ARE PERMITTED AND
ENCOURAGED):
JOISTS AND RAFTERS:
DOUGLAS FIR -LARCH OR DOUGLAS FIR -LARCH (NORTH), NO. 2.
FB (BASE) = 875 PSI,
E = 1,600,000 PSI
STUDS: DOUGLAS FIR -LARCH OR DOUGLAS FIR -LARCH (NORTH), STUD GRADE.
FB (BASE) = 650 PSI,
E = 1,400,000 PSI
2. THE DESIGN OF THE DIMENSIONAL LUMBER MEMBERS AND THEIR CONNECTIONS IS BASED ON THE LUMBER HAVING A MOISTURE
CONTENT AT THE TIME OF INSTALLATION OF 19% OR LESS.
3. JOISTS OR RAFTERS ARE TO BE INSTALLED WITH "CROWN" UP (I.E. POSITIVE CAMBER) AND WITHIN 1/2 INCH OF STRAIGHT, END-TO-END
ALIGNMENT.
4. SEVERELY DISTORTED (TWISTED, BOWED, CUPPED, CHECKED, ETC.) LUMBER SHALL NOT BE USED,
5. NOTCHES IN THE TOP OR BOTTOM OF DIMENSIONED LUMBER JOISTS OR RAFTERS SHALL NOT EXCEED ONE-SIXTH THE MEMBER DEPTH
AND SHALL NOT BE LOCATED IN THE MIDDLE THIRD OF THE SPAN. END NOTCHES SHALL NOT EXCEED ONE-FOURTH THE MEMBER DEPTH.
BORED HOLES SHALL NOT BE WITHIN TWO INCHES OF THE TOP AND BOTTOM OF THE MEMBER AND THEIR DIAMETER SHALL NOT EXCEED
ONE-THIRD THE MEMBER DEPTH.
6. THE NUMBER, TYPE AND SIZE OF FASTENERS FOR FRAMING AND SHEATHING ATTACHMENT SHALLBE IN ACCORDANCE WITH CHAPTER 6
TABLE R602.3(10) OF THE INTERNATIONAL RESIDENTIAL BUILDING CODE UNLESS A STRONGER CONNECTION IS INDICATED.
1. THE STRUCTURAL WOOD STRESS GRADE STAMPED LUMBER SHALL BE GRADED AS FOLLOWS (BETTER GRADES ARE
PERMITTED AND ENCOURAGED):
JOISTS AND RAFTERS:
DOUGLAS FIR -LARCH OR DOUGLAS FIR -LARCH (NORTH), NO. 2.
FB (BASE) = 875 PSI,
E =1,600,000 PSI
STUDS: DOUGLAS FIR -LARCH OR DOUGLAS FIR -LARCH (NORTH), STUD GRADE.
FB (BASE) = 650 PSI,
E =1,400,000 PSI
2. THE DESIGN OF THE DIMENSIONAL LUMBER MEMBERS AND THEIR CONNECTIONS IS BASED ON THE LUMBER HAVING A
MOISTURE CONTENT AT THE TIME OF INSTALLATION OF 19% OR LESS,
3. JOISTS OR RAFTERS ARE TO BE INSTALLED WITH "CROWN" UP (I.E. POSITIVE CAMBER) AND WITHIN 1/2 INCH OF
STRAIGHT, END-TO-END ALIGNMENT.
4. SEVERELY DISTORTED (TWISTED, BOWED, CUPPED, CHECKED, ETC.) LUMBER SHALL NOT BE USED.
5. NOTCHES IN THE TOP OR BOTTOM OF DIMENSIONED LUMBER JOISTS OR RAFTERS SHALL NOT EXCEED ONE-SIXTH THE
MEMBER DEPTH AND SHALL NOT BE LOCATED IN THE MIDDLE THIRD OF THE SPAN. END NOTCHES SHALL NOT EXCEED
ONE-FOURTH THE MEMBER DEPTH. BORED HOLES SHALL NOT BE WITHIN TWO INCHES OF THE TOP AND BOTTOM OF THE
MEMBER AND THEIR DIAMETER SHALL NOT EXCEED ONE-THIRD THE MEMBER DEPTH.
6. THE NUMBER, TYPE AND SIZE OF FASTENERS FOR FRAMING AND SHEATHING ATTACHMENT SHALLBE IN ACCORDANCE
WITH CHAPTER 6 TABLE R602.3(10) OF THE INTERNATIONAL RESIDENTIAL BUILDING CODE UNLESS A STRONGER
CONNECTION IS INDICATED.
7. PSL POSTS TO BE ANCHORED TO FOUNDATION, AND BETWEEN EACH FRAMING LEVEL TO RESIST UPLIF FORCES.
PROVIDE SIMPSON HDU8-SDS2.5 HOLDDOWN ANCHORS OR APPROVED SIMILAR.
8. ALL EXTERIOR WALLS OF THE BUILDING ARE DESIGNED AS SHEARWALLS TO PROVIDE STABILITY AND RESTRAINT FOR
LATERAL LOADS. NAILING REQUIREMENTS FOR PLYWOOD SHEATING ARE: 6" O.C. ALL EDGES, INCLUDING DOORS AND
WINDOWS WITH BLOCKING AT ALL JOINTS. FIELD NAILING 12" O.C.
9- PLYWOOD SHALL BE CDX PLYWOOD SHEATHING. NOMINAL THICKNESS TO BE AS FOLLOWS: 1/2" THICK AT EXTERIOR
WALLS AND 3/4" AT ROOFS AND 3/4" THICK TONGUE AND GROOVE PLYWOOD AT FLOORS. INSTALL PANELS WITH FACE
GRAIN PERPENDICULAR TO SUPPORTING MEMBERS.
10. FOUNDATION SILL PLATES SHALL BE 1.3 E TIMBERSTRAND LSL" BY TRUS JOIST MACMILLAN, INC. PRESSURE TREATED
WITH "STRANDGUARD ZINC BORATE BIOCIDE. (NOTE THAT CARBON STEEL CONNECTORS MAY BE USED WITH THIS
PRODUCT.)
HURRICANE TIE SCHEDULE
1. JOIST TO TOP PLATE CONNECTION SHALL HAVE SIMPSON H5 AT ALL OCCURRENCES OR 18 GAUGE STRAPS, 12 " LONG
BY THE WIDTH OF THE JOIST W/ (6) 8D NAILS AT PLATE AND (6) 8D NAILS AT JOIST
2. BASE PLATE TO WALL AND WALL TO TOP PLATE CONNECTIONS SHALL HAVE SIMPSON SP4 W/ (6)10D X 1 % NAILS.
3. ANCHOR BOLTS SHALL BE INSTALLED AT 4'-0" Q.C.
4. INSTALL JOIST AND OTHER HANGERS AT ALL JOISTS AND PROVIDE HANGERS AND CONNECTORS AT ALL
CONNECTIONS AS PER CODE AND GENERAL BUILDING PRACTICE.
INSULATION SCHEDULE
1. NEW FLOORS OVER NON -INSULATED SPACE SHALL HAVE R-30 MIN. ICYNENE OR EQUIVALENT INSULATION
2. NEW CATHEDRAL CEILINGS SHALL HAVE HIGH DENSITY R-38 MIN. ICYNENE OR EQUIVALENT INSULATION
3. NEW CEILINGS SHALL HAVE HIGH DENSITY R-38 MIN. ICYNENE OR EQUIVALENT INSULATION
4. NEW WALLS SHAVE HALL R-21 MIN. ICYNENE OR EQUIVALENT INSULATION
5, NEW BASEMENT WALLS SHALL HAVE R-21 MIN. ICYNENE OR EQUIVALENT INSULATION
LIGHTING AND ELECTRICAL NOTES
1. ALL LIGHTING FIXTURES SHALL BE INSTALLED WITH LAMP.
2. ALL ELECTRICAL AND LIGHTING TO BE INSTALLED ACCORDING TO NATIONAL ELECTRIC CODE AND THE OREGON BUILDING
CODE.
3. ALL RECEPTACLES SHALL BE MOUNTED 12" ABOVE FINISH FLOOR UNLESS OTHERWISE NOTED.
4. ALL SWITCHES AND/OR CONTROLS SHALL BE MOUNTED 48 " ABOVE FINISHED FLOOR UNLESS OTHERWISE NOTED
1158 D Street
Springfield, OR 97477
ISSUED FOR PERMIT, BUILDING AND CONSTRUCTION
10/15/2023
241 - On
FIRST FLOOR PLAK
1/4" = T-0"
ivu luaus lu; o viv
Door Schedule
6'-111/2"
Level
Mark
Width
Height
Second Floor
51
3' - 0"
6' - 8"
Second Floor
52
2' - 2"
6' - 8"
Second Floor
53
2' - 4"
6' - 8"
Second Floor
54
2' - 4"
6' - 8"
First Floor
55
10'- 0"
8' - 0"
First Floor
56
3' - 0"
6' - 8"
First Floor
57
3' - 0"
6' - 8"
First Floor
158
2' - 6"
6' - 8"
Second Floor
159
6' - 0"
6' - 8"
ivu luaus lu; o viv
SHEARWALL & FRAMING NOTES:
1. ALL HOLDDOWNS SHALL HAVE A CONTINUOUS LOAD PATH TO FOUNDATION PER MANUFACTURERS SPECIFICATIONS,
2. ALL HOLDDOWNS SHALL HAVE THE RECOMMENDED ANCHOR BOLTS INSTALLED IN FOUNDATION PER MANUFACTURERS SPECIFICATIONS.
3. ALL SHEATING SHALL BE 15/32 STRUCT. 1 GRADE PLYWOOD. ALL FASTENERS SHALL BE 10D MIN,
4. ANY FASTENERS IN CONTACT WITH PT WOOD OR EXPOSED TO EXTERIOR CONDITIONS SHALL BE H.D.G. OR STAINLESS STEEL.
5. ITEMS NOT NOTED IN PLANS/CALCULATIONS SHALL CONFORM TO CURRENT BUILDING CODE ADOPTED BY THE GOVERNING AGECY.
CONTRACTOR AND OWNER ARE RESPONSIBLE FOR FOLLOWING THE CODE.
6. BLOCK ALL WALLS @ 4' 0/C AND @ PANEL EDGES.
7. BLOCK ALL DIAPHRAGMS @ 4' O/C AND @ PANEL EDGES.
Drawn By: Brian Wisner, PE
Checked By: N/A
Scale: As indicated
Project #: 00_17
ED PROP�s
O�5 G 1 N 6 �O
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90493PE y -
DIGITALLY SIGNED
OREGON
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ARCH 1010
eR�AN WISN��
RENEWS: 6/30/2024
Window Schedule
6'-111/2"
7'-1"
Level
Type
Mark
Width
Height
Sill
Height
Head
Height
First Floor
W9
T- 0"
4' - 0"
3' - 0"
T- 0"
Second Floor
W4
5'- 0"
4' - 0"
3' - 0"
T- 0"
Second Floor
W4
5' - 0"
4' - 0"
3' - 0"
17'- 0"
Second Floor
W5
4' - 0"
41-0"
3' - 0"
7' - 0"
Second Floor
W5
4'- 0"
4'-01-
3' - 0"
7' 0"
Second Floor
W6
61-011
4' - 0"
3' - 0"
7' - 0"
Second Floor
W7
2'- 0"
4' - 0"
IT - 0"
T- 0"
Second Floor
JW8
5'- 0"
2' - 0"
15'- 0"
.7'- 0"
SHEARWALL & FRAMING NOTES:
1. ALL HOLDDOWNS SHALL HAVE A CONTINUOUS LOAD PATH TO FOUNDATION PER MANUFACTURERS SPECIFICATIONS,
2. ALL HOLDDOWNS SHALL HAVE THE RECOMMENDED ANCHOR BOLTS INSTALLED IN FOUNDATION PER MANUFACTURERS SPECIFICATIONS.
3. ALL SHEATING SHALL BE 15/32 STRUCT. 1 GRADE PLYWOOD. ALL FASTENERS SHALL BE 10D MIN,
4. ANY FASTENERS IN CONTACT WITH PT WOOD OR EXPOSED TO EXTERIOR CONDITIONS SHALL BE H.D.G. OR STAINLESS STEEL.
5. ITEMS NOT NOTED IN PLANS/CALCULATIONS SHALL CONFORM TO CURRENT BUILDING CODE ADOPTED BY THE GOVERNING AGECY.
CONTRACTOR AND OWNER ARE RESPONSIBLE FOR FOLLOWING THE CODE.
6. BLOCK ALL WALLS @ 4' 0/C AND @ PANEL EDGES.
7. BLOCK ALL DIAPHRAGMS @ 4' O/C AND @ PANEL EDGES.
Drawn By: Brian Wisner, PE
Checked By: N/A
Scale: As indicated
Project #: 00_17
ED PROP�s
O�5 G 1 N 6 �O
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90493PE y -
DIGITALLY SIGNED
OREGON
'J0
ARCH 1010
eR�AN WISN��
RENEWS: 6/30/2024
FOLD HOUSEWRAP DOWN
OVER FLASHING TAPE
z_
i
VINYL OR ALUM. DRIP CAP
OVER NAILING FLANGE LINE OF NAILING FLANGE
I AND WINDOW HEAD
' 4
SELF ADHESIVE FLASHING TAPE
- WINDOW -% INSTALLED AFTER
/ INSTALLATION OF WINDOW
r i
f 2"
2 6
2 6
TYPICAL WINDOW FLASHING DETAII.
3/4" =1'-0"
Rev Description Date
1/4" = 1'-0"
CUT LINE IN HOUSE WRAP
1/2" WIDE BEAD OF WINDOW
SILICONE (ASTM C-920 RATED)
SIDE AND TOP OF WINDOW UNDER
FLANGE
FOLD UP FOR WINDOW
INSTALLATION - FOLD DOWN OVER
FLASHING TAPE
CUT HOUSE WRAP AND FOLD
INTO OPENING
SLOPED SILL PAN
9" WIDE TYPICAL SELF-
ADHESIVE FLASHING FLEX
_ _ _ nodi v CCA c nnUMDIRIr onrr,u AT
CARL SANDSTROM
NEW AD U
1158 D Street
Springfield, OR 97477
= SELF ADHERED FLASHING TAPE @
JAMBS & HEAD FOLLOW STRICT
MANUFACTURER INSTRUCTIONS
FOR APPLICATION
ES BY OTHERS
V-6"
6'-111/2"
7'-1"
6'-111/2" 11 6
(2) 2X6 W/HDU4 _
W/HDU2
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276 SF
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10d Nails @ 6" O/C
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10d Nails @ 4' 0/C
71S
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10'- 2"
I
3 - 3"
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41-1"
4'110
1/2"
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5'-31
_
5,-1"
10d Nails @ 6" 0/C
I
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(2) 2X6 W/ HDU2
(2) 2X6 W/ HDU4
I
6'- 01/2"
14'- 11 1/2"
10d Nails @ 6" O/C
SECOND FLOOR PLAN
2
1/4" = 1'-0"
FOLD HOUSEWRAP DOWN
OVER FLASHING TAPE
z_
i
VINYL OR ALUM. DRIP CAP
OVER NAILING FLANGE LINE OF NAILING FLANGE
I AND WINDOW HEAD
' 4
SELF ADHESIVE FLASHING TAPE
- WINDOW -% INSTALLED AFTER
/ INSTALLATION OF WINDOW
r i
f 2"
2 6
2 6
TYPICAL WINDOW FLASHING DETAII.
3/4" =1'-0"
Rev Description Date
1/4" = 1'-0"
CUT LINE IN HOUSE WRAP
1/2" WIDE BEAD OF WINDOW
SILICONE (ASTM C-920 RATED)
SIDE AND TOP OF WINDOW UNDER
FLANGE
FOLD UP FOR WINDOW
INSTALLATION - FOLD DOWN OVER
FLASHING TAPE
CUT HOUSE WRAP AND FOLD
INTO OPENING
SLOPED SILL PAN
9" WIDE TYPICAL SELF-
ADHESIVE FLASHING FLEX
_ _ _ nodi v CCA c nnUMDIRIr onrr,u AT
CARL SANDSTROM
NEW AD U
1158 D Street
Springfield, OR 97477
= SELF ADHERED FLASHING TAPE @
JAMBS & HEAD FOLLOW STRICT
MANUFACTURER INSTRUCTIONS
FOR APPLICATION
ES BY OTHERS
i
VINYL OR ALUM. DRIP CAP
OVER NAILING FLANGE LINE OF NAILING FLANGE
I AND WINDOW HEAD
' 4
SELF ADHESIVE FLASHING TAPE
- WINDOW -% INSTALLED AFTER
/ INSTALLATION OF WINDOW
r i
f 2"
2 6
2 6
TYPICAL WINDOW FLASHING DETAII.
3/4" =1'-0"
Rev Description Date
1/4" = 1'-0"
CUT LINE IN HOUSE WRAP
1/2" WIDE BEAD OF WINDOW
SILICONE (ASTM C-920 RATED)
SIDE AND TOP OF WINDOW UNDER
FLANGE
FOLD UP FOR WINDOW
INSTALLATION - FOLD DOWN OVER
FLASHING TAPE
CUT HOUSE WRAP AND FOLD
INTO OPENING
SLOPED SILL PAN
9" WIDE TYPICAL SELF-
ADHESIVE FLASHING FLEX
_ _ _ nodi v CCA c nnUMDIRIr onrr,u AT
CARL SANDSTROM
NEW AD U
1158 D Street
Springfield, OR 97477
= SELF ADHERED FLASHING TAPE @
JAMBS & HEAD FOLLOW STRICT
MANUFACTURER INSTRUCTIONS
FOR APPLICATION
ES BY OTHERS
NORTH ELEVATION
1/4" =1'-0"
- EL v South Elevation
.�s EL East Elevation(—,VA.-EL.-WestEleva.tion
1/4" = T-0"
WISNER /
ENGINEERING
Drawn By: Brian Wisner, PE `
Checked By: N/A
Scale: 1/4" = T-0"
Project* 00_17
v
PROp4sss
G I N e'$
90493PE r
DIGITALLY SIGNED
OREGON
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RENEWS: 6/30/2024
Rev Description
Date
m
1
rst Floor
B.O. Footin
CARL SANDSTROM
NEW AD U
1158 D Street
Springfield, OR 97477
1 ',
11A- n 411111
1/4" =1'-0"
SIMPSON HGU3
SIMPSON HGU3.63-;
DENOTES WALLS B
SIMF
4" CONC, S
(OPTIONAL WELDED WIRE ME
COMPACTED GRAVEL
(5) #4 BAR, SPACED EVENLY
#4 J -BAR AT 12" O/C, ALTER
#5 REBAR, Ct
3/41'= 11-01,
4 T-3-
1/4" = 1'-0"
WISNER /
ENGINEERING
Drawn By: Brian Wisner, PE
Checked By: N/A
ry Scale: As indicated
Project* 00_17
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DIGITALLY SIGNED
OREGON
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ARCH 10,2°�
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RENEWS: 6/30/2024
Rev
Description
3/4" = T-0-
Date
T SILL PLATE
SIMPSON A35 CLIPS, BOTH SIDES
Second Floor
10'-0°
5.5X16 24F -V4 GLB
__— — SIMPSON A35 CLIP, EA. SIDE
f%-ADArn: P nnp 1:T1IN
3/4" = 1'-0"
5
S100
5.5x16 24F -V4 GLB ABOVE GARAGE HEADER
0' - 31/2" _------ SIMPSON HANGER FOR TJI JOIST
/
SIMPSON HU414 FOR LVLS /
/
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CARL SANDSTROM
NEW ADU
1158 D Street
Springfield, OR 97477
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