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116. ' 30 40R5 CITY OF TIGAAD 03 Co
- \ in w / �_ ,— �_ : - - -� Approved . �
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1 0 1 .: Conditionally Appm ed [ ] —
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T * Permit Number: Oar o •
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GARAGE I W rn
14' -5" x 22' -5" Q
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SHEET:
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OF TIGARD -SITE PLAN REVIEW
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PAWING DIVISION:
Required Setb 0 Approved,„ 0 Not Approved
Side: Street Side 1 '4
Front. Garage. Rear Li__
Visual Clearance: 0 ,A..k 0 No Approved
Maximum Building Heio..ht feet
CWS Service Provide: F.(Ye 0 No
Reuived
ENGINEERING DE
Actual Slop 7 8 Approved 0 Not Approved
Site Plan. /A pprove d 0 No Approved
Date: 5 7 10
Notes:
TIG ARD S lit
17f6 iWarr-"e".
AM Tow g A ppr (id 0 Not Approved
Anipsud Sup Appioved 0 Not Approved
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L SANDERS GARAGE ADDITION
RECEIVED
• BUILDING CONTRACTOR/HOME OWNER TO REVIEW AND VERIFY TRUSS NOTES:
ALL DIMENSIONS, CONDITIONS, AND CONNECTIONS AND NOTIFY 1. ALL TRUSSES SHALL CARRY MANUFACTURERS STAMP. MAY 2 5 2010
THE DESIGNER OF ANY DIMENSIONAL ERROR5, OMISSIONS OR 2. ALL TRUSSES SHALL BE INSTALLED & BRACED TO
DISCREPANCIES BEFORE CONSTRUCTION BEGINS. MANUFACTURERS SPECIFICATIONS. CITYOFTIGARD W
kD
3. ALL TRUSSES WILL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDING DIVISION
TO THE BEST OF MY KNOWLEDGE THESE PLANS ARE DRAN TO BUILDING DEPT. APPROVAL OF ENGINEERING
DRAW
N N
WITH OWNER'S AND /OR BUILDER'S SPECIFICATIONS CALCULATIONS.
AND ANY CHANGES MADE ON THEM AFTER PRINTS ARE MADE 4. ALL TRUSSES SHALL HAVE DESIGN DETAILS & DRAWINGS ON
WILL BE DONE AT THE OWNER'S AND /OR BUILDER'S EXPENSE SITE FOR FRAMING INSPECTION. H CZ
AND RESPONSIBILITY. THE CONTRACTOR SHALL VERIFY ALL 5. NON BEARING WALLS SHOULD BE HELD DON FROM THE w
DIMENSIONS AND ENCLOSED DRAW W
DRAWING. SCHMIDTORKS IS NOT W W
TRUSS BOTTOM CHORD W/ SIMPSON STC TO INSURE THAT z }
LIABLE FOR ERROR5 ONCE CONSTRUCTION HAS BEGUN. WHILE THE TRU55 BOTTOM CHORD WILL NOT BEAR ON THE WALL. O
EVERY EFFORT HAS BEEN MADE IN THE PREPARATION OF THIS b. ALL CONNECTIONS OF RAFTERS, JACK OR HIP TRUSSES TO 1 V
PLAN TO AVOID MISTAKES, THE MAKER CAN NOT GUARANTEE MAIN GIRDER TO BE PROVIDED BY TRU55 MANUFACTU;PE. w
AGAINST HUMAN ERROR. THE CONTRACTOR OF THE JOB MUST 1. ALL ROOF FRAMING 24" O.G. _
N
CHECK ALL DIMENSIONS AND OTHER DETAILS PRIOR TO 8. ATTIC VENTILATION: AREA 1 300
CONSTRUCTION AND BE SOLELY RESPONSIBLE THEREAFTER. 9. PROVIDE 1" MIN. AIR GAP AT EAVES WITH INSULATION
BAFFLES TYP. AT ALL TRUSS BAYS.
10. PROVIDE GABLE VENTS ALL GABLE ENDS.
11. PROVIDE GALV. ROOF VENTS ON BACKSIDE OF ROOFLINE
ABOVE CONDITIONED AREA.
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DISCLAIMER 11. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS. SAUNAS, STEAM 4. PROVIDE DOUBLE JOISTS UNDER ALL WALLS ABOVE, RUNNING PARALLEL TO JOISTS AND
THESE PLANS HAVE BEEN LICENSED TO THE CUSTOMER FOR USE IN THE CONSTRUCTION OF ROOMS, BATHTUBS & SHOWERS, AND IN ANY PART OF A BULDING WALL ENCLOSING THESE SOLID BLOCKING SELOW ALL BEARING WALLS RUNNING PERPENDICULAR TO FLOOR JOISTS.
ONE BUILDING ONLY AND ARE SUBJECT TO THE CONDITIONS OF LICENSE ACCEPTED BY THE COMPARTMENTS. WHERE BOTTOM EDGE OF GLAZING IS LESS THAN 60 MEASURED VERTICALLY
CUSTOMER. USE OF ANY PART OF THE PLANS BY ANY PARTY OTHER THAN THE CUSTOMER, ABOVE ANY STANDING OR WALKING SURFACE. TO BE TEMPERED GLAZING. 5. PROVIDE POSITIVE VENTLATION AT EACH END OF EACH RAFTER SPACE AT VAULTED CL&
EXCEPT ON LOAN BY THE CUSTOMER TO THIRD PARTIES NECESSARY TO ASSIST THE AREAS, AND INSULATION BAFFLES AT EAYE VENTS BETWEEN RAFTERS. RAFTER VENTILATION IS
• CUSTOMER IN USING THE PLANS, SUCH A5 CONTRACTORS AND SUBCONTRACTORS. IS 12. BASEMENTS WITH HABITABLE SPACE AND EVERY SLEEPING ROOM TO HAVE MIN. WINDOW ALSO REQU RED AT BLOCKING LOCATIONS ABOVE THE PLATE.
A MIN. OPENING OF
STRICTLY PROHIBITED. N E PLANS MAY NOT BE RE -USED OR COPIED. IN WHOLE OR IN PART, 5.T 50. FT, rum WIDTH OF 20' IN. AND A SILL MGT. NOT MORE THAN 44' IN.
ABOVE FIN. FLOOR. b. PIP E FIRE BLOCKING, DRAFT STOPS, & FIRE STOPS AS PER O.D.S.C. SEC. R602.6. .
WITHOUT WRITTEN PERMISSION FROM SHANNON CONTRACTING LLC ("SHANNON"), WHICH
RETAINS COPYRIGHTS TO, AND OWNERSHIP OF THE PLANS. 13. SMOKE DETECTORS SHALL BE INSTALLED N EA. SLEEPING ROOM. OUTSIDE THE IMMEDIATE T. HIPS. VALLEYS AND RD6E5 SHALL NOT BE LESS IN DEPTH THAN THE END CUT OF THE
VICINITY OF EACH SLEEPING AREA AND ON EACH STORY Of THE DWELLING. AL DETECTORS RAFTER.
GENERAL NOTES: SHALL BE INTERCONNECTED SUCH THAT THE ACTUATION OF ONE ALARM WILL ACTUATE ALL
1. ALL WORK 15 TO COMPLY WITH THE LATEST ADOPTED VERSION OF THE OREGON THE ALARMS AND WILL BE AUDIBLE IN ALL SLEEPING AREAS OVER BACKGROUND NOISE LEVELS 6. UNLESS NOTED OTHERWISE. POST TO BEAM CONNECTIONS REQUIRE "SIMPSON" BC SERFS
DWELLING SPECIALTY CODE (O.D.S.C.) FOR ONE & TWO FAMILY DWELLINGS, AND /OR 2009 NTH ALL INTERVENING DOORS CLOSED. CAP /BASE (OR APPROVED EQUAL) CONNECTORS. EXTERIOR APPLICATIONS REQUIRE 'SIMPSON"
INTERNATIONAL RESIDENTIAL CODE (I.R.C.) OF ANY APPLICABLE STATE, COUNTY OR LOCAL EPB SERIES BASES AND INTERIOR GARAGE POSTS REQUIRE 'SIMPSON SERIES BASES.
JURISDICTION. 14. ELECTRICAL RECEPTACLES IN BATHROOMS, KITCHENS, EXTERIOR LOCATIONS AND
GARAGES SHALL BE 6.F.1. OR 6.F.I.C. PER NATIONAL ELECTRICAL CODE (N.E.C.) REQUIREMENTS. 9. LUMBER SPECIES:
2. BUILDING CONTRACTOR/HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, 15. INTERIOR 8 EXTERIOR STARS SHALL HAVE A MEANS TO ILLUMINATE THE STAIRS, INCLUDING A. POST'S, BEAMS, HEADERS, NO. 2 DOUGLAS FIR
CONDITIONS, AND CONNECTIONS AND NOTIFY THE DESIGNER OF ANY DIMENSIONAL LANDINGS & TREADS. INTERIOR STAIRS OF b STEPS OR MORE SHALL HAVE THE REQUIRED JOSTS AND RAFTERS
ERRORS, OMISSIONS OR DISCREPANCIES BEFORE CONSTRUCTION BEGINS. LIGHTING IN THE IMMEDIATE VICINITY Of THE TOP 6 BOTTOM OF THE STAIRS EXTERIOR C. STUDS STUD GRADE D.F.
TO THE BEST OF MY KNOWLEDGE THESE PLANS ARE DRAWN TO COMPLY WITH OWNERS STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED IN THE UTLITY GRADE D.F. ,
AND/OR BUILDERS SPECIFICATIONS AND ANY CHANGES MADE ON THEM AFTER PRINTS ARE IMMEDIATE VICINITY OF THE TOP LANDING OF STAIR. EXTERIOR STAIRS LEADING FROM GRADE P6 -2400. DRYADH V
MADE VU L SE DONE AT THE OWNERS AIIDIOR BUILDERS EXPENSE AND RESPONSISILITY. TO BASEMENT SHALL HAVE AN ARTIFICIAL LIGHT SOURCE IN THE IMMEDIATE VICINITY OF THE H. PSL MATERIALS • F6 •2900, E•20. F•290 w
THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ENCLOSED DRAINING. SHANNON BOTTOM LANDING OF STAIRS. LIGHT FOR THE INTERIOR STAIRS SHALL BE CONTROLLED FROM LVL MATERIALS " Fb.26O0, E•1.8, Fv285
CONTRACTING C 15 NOT LIABLE FOR ERROR5 ONCE CONSTRUCTION HAS BEGUN. W9HILE TOP 8 BOTTOM OF EA. STAIR. SEE I.R.G.903b.
LL L • PSL INDICATES PARALLEL STRAND LUMBER 1- V
EVERY EFFORT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID MISTAKES, 16. PROVIDE COMBUSTION AIR VENTS ON/ SCREEN AND BACK DAMPER) FOR FIREPLACES. WOOD LVL INDICATES LAMINATED VENEER LUMBER Z O
THE MAKER CAN NOT GUARANTEE AGAINST HUMAN ERROR. THE CONTRACTOR OF THE JOB METAL HANGERS 6 FASTENERS USED WITH P.T. W
STOVES, AND ANY APPLIANCES WITH AN OPEN FLAME. LUMBER I
MUST CHECK ALL DIMENSIONS AND OTHER DETAILS PRIOR TO CONSTRUCTION AND BE TO BE STAINLESS STEEL OR HOT TIPPED GALVANIZED Z
SOLELY FeSPONSIBLE THEREAFTER. OWNER/CONTRACTOR SHALL VERIFY WITH LOCAL 17. BATHROOMS AND UTLTY ROOMS ARE TO BE VENTED TO THE OUTSIDE WITH A FAN CAPABLE 0
BLDG. DEPT. WHICH CLIMATE ZONE THE PROJECT WILL BE BUILT IN. Of PRODUCING A MN. OF 5 AR EXCHANGES PER HOUR DRYER 6 RANGE HOODS ARE ALSO TO 10. HALING SCHEDULE: V
BE VENTED TO EXTERIOR. JOIST TOSLL OR GIRDER (3)bd TOE NAL W
3. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. PO NOT S SUBFLOOR TO GIRDER (2)16d BLIND 8
SCALE THE DRAWINGS. 15. SPECIFIC MANUFACTURES AND MATERIALS DEPICTED ON THESE PLANS ARE AN INDICATION FACE IL
OF QUALITY AND STRENGTH. VERIFY ALL CONSTRUCTION MATERIAL SUBSTITUTIONS WITH TOP PL. TO STUDS (2)16d END NAL I
CURRENT APPLICABLE BUILDING CODES AND LOCAL BUILDING OFFICALS PRIOR TO DOUBLE STUDS 10d 024°0.C. FACE NAL
4. DESIGN LOADS: INSTALLATION/SUBSTITUTION.
ROOF (LL) 25 P5F CONTINUOUS HEADER (2 16d ®16" O.C. EDGE NAL
ROOF (LL • D.L) (TILE MATERIAL) 49 PSF 19. THIS DE5I5N, UNLESS PURCHASED WITH ITS SPECIFIC ENGINEERED ANALYSIS, HAS NOT PG.)
STAIRS (LL • D.L) 100 PSF BEEN REVIEWED FOR ANY SPECIFIC LATERAL DESIGN REQUIREMENTS. LLC. UST. LAP OVER PL (3)10d FACE NAL
DECK$ (LL + D.L) 50 P5F RAFTER TO TOP PL. (2)16d TOE NAL
ATTIC STORAGE (GCS JET) (L.L + D.L.) 30 PSF FOUNDATION NOTES: BULT -UP CORNER STUD 10d 4024'O.0. FACE NAL
(IF YOUR LOCAL AREA REQUIRES DIFFERENT DESIGN LOAD CONSULT WITH A LOCAL 1. FOOTINGS ARE TO BEAR ON UNDISTURBED LEVEL SOIL DEVOID OF ANY ORGANIC MATERIAL SOLID BLOCKING w BEARING (3) Ed TOE NAL
QUALIFIED PROFESSIONAL TO DETERMINE THE APPI�PRIA7E REVISIONS.) ARP STEPPED AS REQUIRED TO MAINTAIN THE REQUIRED DEPTH BELOW THE FINAL GRADE. STAPLED ROOF SHEATHING 6'0.0. EDGE NAL m
TOP PLAT INTERSECTIONS (2)10d FACE NAL V .
2. 50L BEARING PRESSURE ASSUMED TO RE 1500 PSF. MULTIPLE JOIST (OVER 3) 1? VIA. BOLTS WI MASHERS (*(
5. 11415 PLAN 15 DESIGNED TO MEET 2009 O.D.S.C. UNDER PRESCRIPTIVE COMPLIANCE "PATH p 24" 0.C. STAGGERED RV
1" FOR RESIDENTIAL SLOGS. (TABLE N1104.1 (1)). THE FOLLOWING INSULATION VALUES ARE 3. MAXMUM SLOPE OP GUTS AND FILLS TO BE TWO (2) HORIZONTAL TO ONE(1) VERTICAL FOR RAFTERS TO HP5, VALLEY (4)16d I TOE NAL L
REQUIRED FOR PATH 1, BUT MAY BE MODIFIED USING A DIFFERENT 'PATH' OF COMPLIANCE. BULDING$, STRUCTURES, FOUNDATIONS AND RETAINING PALLS. RAFTER LEDGERS (3)20d EACH STUD (U
LOCAL CONSULT YOUR C L WILDING OFFICIAL OR SHANNON FOR DETAILS ON ALTERNATE CU O
PATHS 4. ANY FILL UNDER GRADE SUPPORTED SLABS TO BE A MIN. OF 4• IN. GRANULAR MATERIAL SPAN TABLES
INSULATION: ROOF (VAULTED CEILING) R-SO COMPACTED T095%. BASED ON YWIPA,4TH EDITIONf51MPLE UNIFORM LOADING
•
EXTERIOR WALLS R -21 JOISTS FLOOR CELING RAFTERS TLE COMP/
WALLS BELOW GRADE R -15
5. CONCRETE: • MIX AND 28 DAY STRENGTH OF CONCRETE. 1
(10* (40 %LL) (20 %L.L) (90%1.1) (19% SHAKE
FORGED AIR DUCT (AT UNHEATED AREA) R -8 4-460 (1.240 01240 FOR LL.) D.L.) (10I - CS BASEMENT WALLS 2,500 PSI LL.) LL.) D.L.) Z - L .
NO.2 SPAC' MAX. MAX. NO.2 MAC MAX MAX. 0 L l'�
GLAZING/DOORS: IMO: N FOUNDATIONS TS V
WINDOW CLASS U =.40 NOT EXPOSED TO DE. 6 SPAN SPAN D.F. 6 SPAN SPAN
FULL LIGHT GLASS DOOR CLASS U • .40 WEATHER MEMBER O.L. MEMBER OC. • 1 ,
SKYLIGHT CLASS (MAX. 2% OF HEATED SPACE) U ■ .50 BASEMENT WALLS 3,000 PSI 2X6 12 10+4 14' - 17 2X6 12. I1' -T 19' - 5'
(•) USE INSULATED METAL DOOR BETWEEN HOUSE 8 GARAGE) S FOUNDATIONS 16• Y4 17 -10" 16" 10-0' 11' - 11" %) 72H N
THIS PLAN IS DESIGNED TO MEET 2001 O.D.S.C. UNDER PRESCRIPTIVE COMPLIANCE EXPOSED TO 24" B' -1• 103° 24° 8' - 43" N C C N
OUTLINED IN TABLE N1102.1. CONTACT LOCAL BUILDING JURISDICTION FOR YOUR CLIMATE WEATHER AND 2X 6 17 14' 18"3' 2 X 6 17 14'•7' 17 I1 D N
ZONE. GARAGE SLABS: w 17.1" 1b' -2 16" 17 -T 15'.0 Q
MORTAR 8 GROUT TO BE MIXED PER MFR. REQUIREMENTS. 24' 10 -5^ 17 -2 24 10.7 173' 1- ^ 0
ZONE MAX. CELIA LL
C$ WAS FLOORS BSMT. SLAB DRAWL 2X10 17 1T 27 - i" 2X 10 17 1T -11' 21' -7 '3 t ■ N
PALLS YLL5 PERIMETER SPADE
b. GARAGE FLOORS 70 SLOPE 1M' IN/FT. MIN. TOWARDS OPENING, AS REQUIRED FOR DRAINAGE. 16' 1Y3 14.10' 16" 15'•b 18' 111 , 7 -6
- U- 8 DEPTH WALLS CONCRETE SLABS TO HAVE CONTROL JOINTS AT 25' FT. (MAX.) INTERVALS EA. WAY. SLABS ARE 24' 12 - T 16 ' - 24" 173' 15'-0' 0
TO BE 5-1% AIR RETAINED. . 2 X 12 17 20 - 26' - 2 X 12 17 20- aI N IOM
4 2 4'3'
1 ANY R -13 R -11 - R•11 R•0 R-0 R-0 7. CONCRETE SIDEWALKS TO HAVE 314 IN. TOOLED JOINTS AT 5' FT. (MIN.) 0.C. 14" IT-1P 19'-0" 16' 18'-0' 21'4" a_ .-• 4..i
015 R -19 R -11 R-11 R-0 R-0 R -5 24' 14' - 18' -10' 24' 14'3' 1T -5'
• 5 0.65 R -30 R -13 R -11 R -S R-0 R3 B. RE INFORGING STEEL TO BE A GRADE 60. WELDED OPTIONAL WIRE MESH TO BE I - 185.
7 0.55 R-50 R -13 R-19 R -7 R4, 2 FT R V
9 0.45 R-36 R -13 . R -19 R3 R-5,2 FT R -11 9. EXCAVATE SITE TO PROVIDE A MIN. OF 18' IN. CLEARANCE UNDER ALL GIRDERS.
11 0.45 . R-34 R -18 R -19 R -9 R3, 2 FT R -17 -
13 095 R R - 16 R R - 10 RA, 4 FT R - 20 10. COVER ENTIRE CRAWL SPACE WITH 6 MIL BLACK "VISQUEEN" AND EXTEND UP FOUNDATION
15 0.35 R49 R-21 R -21 R-11 R -13, 4 FT R-20 YALL5 TO P.T. MUDSLL.
1 T 0.35 R-49 19-21 R-21 R -19 R•18, 4 FT R-20 C
11. PROVIDE A MIN. OF 1 SQ. FT. OF VENTILATION AREA FOR EACH 150 5Q. FT. OF CRAWL SPACE 9 to
INFILTRATION: ALL OPENINGS IN THE EXTERIOR BUILDING ENVELOPE SHILL BE SEALED AREA. VENTS ARE TO BE CLOSABLE WITH 118• IN MESH CORROSION RESISTANT SCREEN. ONE \7 =
AGAINST AIR INFILTRATION. THE FOLLOWING AREAS MUST BE SEALED. VENT REWIRED WITHIN 3' FT. OF EACH CORNER. POST NOTICE RE OPENING VENTS AT THE } 0
ELECTRICAL PANEL. g
• JOINTS AROUND WINDOW AND DOOR FRAMES m
• JOINTS BETWEEN WALL CAVITY AND WINDOW/DOOR FRAMES 12. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED OR PROTECTED WITH ES 0 0
• JOINTS BETWEEN WALL AND FOUNDATION. 55% ROLL ROOFING.
• JOINTS BETWEEN WALL AND ROOF 0 v
• JOINTS BETWEEN WALL PANELS 13. BEAM POCKETS IN CONCRETE TO HAVE 1? IN. AIRSPACE AT SIDES AND ENDS WITH A MIN. t
• UTILITY PENETRATIONS THROUGH EXTERIOR WALLS, FLOORS AND ROOF BEARING OF 3' IN. 0 4 V N
S. ALL EXPOSED INSULATION IS TO HAVE A FLAME SPREAD RATING NOT TO EXCEED 25, A 14. WATERPROOF BASEMENT WALLS BEFORE BACKFILLN6. PROVIDING A 4" DIA PERFORATED L R SMOKE- DEVELOPED INDEX NOT TO EXCEED 450. WHEN TESTED IN ACCORDANCE WITH ASTM DRAIN TILE BELOW THE TOP OF THE FOOTING. 7D .0 O
0 0 L
E 64, AND CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATTS PER SQUARE CENTIMETER FRAMING NOTES: E 0%)
1. ALL EXTERIOR WALL OPENINGS 6 BEARING WALL OPENINGS TO HAVE 4 X 12 HEAVERS UNLESS
1. INSULATE ALL ACCESS DOOR/HATCHES TO CRAWLSPAGES AND ATTICS TO THE NOTED OTHERWISE. IF BUILDING BULT WITH 68 516' N. STUDS USE 4 X 8 HEADERS UNLESS
EQUIVALENT RATING OF THE WALL. FLOOR, OR CEILING THROUGH WHICH THEY PENETRATE. NOTED ON THE PLAN. 2 Q
B. ALL WINDOWS WITHIN 24" OF ANT DOOR (REGARDLESS OF WALL PLANE), AND WHOSE 2 ALL EXTERIOR NULLS TO BE BULT OF 2 x 6 STUDS AT 16' O.L. TYPICALLY UNLESS NOTED 0 A 2 a
OTHER
BOTTOM EDGE IS LESS THAN 60' ABOVE FLOOR OR WALKING SURFACE SHALL HAVE WISE . ALL INTERIOR WALLS ARE TO BE BULT OF 1 X 4 STUDS AT 16" O.G. TYPICALLY
TEMPERED GLAZING. UNLESS NOTED OTHERWISE. ALL MTERIOR WALLS SUPPORTING TWO OR MORE FLOORS AND
ONE OR MORE ROOF/CEILING ASSEMBLIES SHALL BE 2 X 6 STUDS AT 16" O.C. FOUNDATION DATE: 7/22/201
CRIPPLE WALLS SHALL BE FRAMED Of STUDS NOT LESS IN SIZE THAN THE STUDDING ABOVE.
9, SKYLIGHTS ARE TO SE GLAZED WITH TEMPERED GLASS ON OUTSIDE AND LAMINATED WHEN EXCEEDING 4'-0" IN HEIGHT, SUCH WALLS SHALL BE FRAMED OF STUDS HAVING THE SIZE
GLASS ON INSIDE (UNLESS PLEXIGLAS). GLASS TO HAVE MAX. CLEAR SPAN OF 25"., AND REQUIRED FOR AN ADDITIONAL STORY UNLESS NOTEDOTHERY'USE. SCALE:
FRAME 15 TO BE ATTACHED TO A 2X CURS WITH MIN. OF 4' IN. ABOVE ROOF PLANE.
OPERABLE SKYLIGHTS REQUIRE RETAINING SCREEN. SKYLIGHTS TO BE CAPABLE OF 3. ALL METAL CONNECTORS TO SE "SIMPSON" OR EQUIVALENT, U M.O. JOISTS HUNG ON FLUSH
WITHSTANDING MIN. 25% SHOW LOAD. UNIT SKYLIGHTS SHALL COMPLY WITH THE BEAMS TO BE ATTACHED WITN U210 OR EQ MULTIPLE JOISTS USE U210- 214210 -5 AS REQUIRED.
• REQUIREMENTS OF AAMA/WDMA 10111.5.21NAFS. USE OF 10d X 1 -1/2" NALS ARE ALLAYED WITH THESE TYPE OF HANGERS UNLESS NOTED ON SHEET
THE PLANS. SEE NAIL CONVERSION CHART FROM CURRENT SIMPSON CATALOG FOR OTHER
NOTES AND RESTRICTIONS THAT MAY APPLY.
10. ALL EXTERIOR WINDOW'S ARE TO BE DOUBLE GLAZED AND ALL EXTERIOR DOORS ARE TO
? A-01
BE SOLID CORE WITH WEATHER STRIPPING. PRODE 1 IN. DEAD BOLT LOCKS ON ALL
EXTERIOR DOORS, AND LOCKING DEVICES ON ALL DOORS AND WINDOWS WITHIN 10 FT.
EAVE DETAILS PER ARCH. (4) 16d NAILS it
8d AT 6" O.C. 2x4 BLKG. AT BRACE
ROOF SHEATHING 8d AT 4" O.C. highest capacity h.d. per 12" O.C. (FIELD)
I sch. (larger HD #) 16d @ 10" O.C.
TO BLKG. PRE- MANUFACTURED I l i ( r���( ,t I ' 1 / � �� r 6" O.C. (EDGES) GABLE END TRUSS � I I �� o 1 1
it (MIN) 1 ` L . -
SIMPSON A34 AT 48" O.C. 2 I ' �, IA. X 10" ANCHOR =
GABLE END TO TOP PL. I (MAX) O �I
■
2x6 BRACE AT 4' -0" O.C. OLTS AT 48" O.C. D
EXT. PLYWOOD
JOINT AT BOT. req. secon 16d d ho is ldown (copme e schedr nails) ule or /
W/ (2) 6d NAILS
AT 4'- 0 "O.C. \ \ \ � j \
'CHORD OF G AB. V END TRUSS. I , lli CROSS Dz —I 1
:
CEILING FINISH PER ARCH. H W 'SIMPSON' GBC EA. �V . W Z � SIDE OF 2x6 BRACE . `n
SEE SHEAR WALL SCHD. 4111411111 O D
FOR SHTG REQUIREMENTS CORNER HO L DO W N ~
W
W
1 GABLE END DETAIL 2 TYP. HOLDDOWN 3 REQUIREMENT 4 GARAGE WALL
A -03 N.T.S. A -03 NTS A -03 NTS a -03
Trusses or Rafters j
8d @ 6" O.C. �,, gj
1Wr. 0tti
Lateral Truss or Rafter
w A35 @ 22" O.C. .,
2x blk (may be 4I
111 if) –5�
, A35 @ 22" O.C. L
sloped) u.n.o. W 7
1 _ < .
il► ''
tl t7
G1 rh
1 1 1 U) E - 0 N
16d H2.5 TYP. !I 8" O.C. =/ q fR - rn
@ �� �� 1- l� 3 O
III 6d AT 6" O.0 (EDGES) W cr .o
i ll 6d AT 6" O.C. (EDGES) II 16d @ 8" O.C. a N Mr) 6d AT 12" O.C. (FIELD) a. ,,
II
6d AT 12" O.C. (FIELD)
li V
II -I
CIP
C
5 ROOF to WALL 6 ROOF to WALL 7 4= to
" joists perp. NTS " joists para. NTS )- " o
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DATE: 1/22/2010
SCALE:
mss..
SHEET:
A -03
1
•
PANEL LENGTH PER TABLE 8602.10.3.2
FOR PANEL SPLICE OF NEEDED)
. ADJOINING PANEL EDGES SHALL
IL '
i t MEET OVER AND BE FASTENED TO
�
it M COMMON FRAMING
MON. % THICK WOOD STRUCTURAL • - 1 80 C B N OR GALV. BOX
PANEL SHEATHING ON ONE FACE - - ' NAILS e^ O.C. AT PANEL FDGE3.
MINIMUM 2 x 4 v "� ' FOR SINGLE STORY AND AT 4" O.C. Q J
FRAMING M11JWX3M PANEL EDGES FOR TIE FAT OF 2 W W
DOUBLE STUDS STORIES
REQUIRED 8D COMFMON OR GALV. BOX V Z
n
STUDS UNDER HEADER AS INTERIOR s O UP O � `• � �
i$ REQUIRED
HOLD-DOWN OR STRAP -TYPE i_
SI
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ANCHOR 3 PER OWN FOR 3S O$A ETERANCHOR BOLTS J LU
PER FIGURE R4O3.1.1, LOCATED Z 7. J Q
CLARITY.) STRAP -STYLE E - BETWEEN 8 AND 12 INCHES OF O
ANCHORS SHALL BE PERMITTED
• f EACH END OF THE SEGMEN v THE
Yvi/000 ST RUCTUR AL R - _ h (I MINIMUM FE CXVG OF W X
V
— 1 1 1 — .... - FOUNDATION, IN BAR TOP A I
BOTTOM OF FOOTING 1NFCRCING Ul
_ _L__LL.- .__ SHALL BE LAPPED 15 INCHES
' MIMMUM FOOTING SMZE UNDER
OPENING IS 179x12". A AWN
SLAB SHALL BE P AT DOOR nn``
OPENINGS. REINFORCING SHALL W
BE AS SHOWN ABOVE.
( 8602.10.3.2 m
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DATE: 1/22/2010
SCALE:
• SHEET:
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DRAWINGS PROVIDED BY: PROJECT DESCRIPTION: SHEET CONTENT:
F �
S 5 chmidtWors Sanders Garage GAAE PLAN
Design
io II o 3611 se 28th ave #402 Addition
b o portland, or 11202 12554 sw bridgeview ct 7/21/10
503.830.3002 tigard, or 97223
(E) EXTERIOR ALL
(E) FLOOR FRAMING
■•••
p GARAGE FINISH -.1..- ' ••111•111.,01.111111NNIMMIft
\
15/32" APA RATED
(E) 2x RIM JOIST SHEATHING --_____
-------..------ 12
2x6 1NOOD FRAMING MEMBER ------'-----, 5 ts)
_1
2x6 TREATED MUDSILL -‹ D Z
4
SILL SEALER 111 — F -
1" EXPANSION JOINT . 5/" DI. 10" ANCHOR 1" EXPANSION JOINT il -,..,,,,
„0/0 k aiiir .....
1
4" CONCRETE SLAB
4" CONCRETE SLAB BOLTS AT 4' 0.C.
REINFORCING STEEL --------------___, :
MANUF. TRUSS
AS REQUIRED \\ c :. _=. 8 (N) b AX .,,,, . REINFORCING 1NIRE FABRIC
1'111.! z 0 I.1-
, . " THICK STEM 1NALL ,
DOUBLE TOP PLATE —
0
8 0_
72 ' 111
,. , ,.....:_ i - 1 .:
FILTER FABRIC 1: . — " SIMPSON H2.5 ILI I_
<I
'2-) ) 1 — •_1' AT EA. TRUSS I
Ll ,_ ,., V AROUND GRAVEL FILL __.... , 1 1 . ' , , .. `'!:.,-':., u u t, Li „I :1` L.J__, 0
VAPOR BARRIER 71 , v - 1 --I I 1 . . L u"uuLiult\..H. V ..:
D,ARRIER VENTED 13LK'G AT
4" GRAVEL ; i I I) '' I . i 1 i i il (N) 12" INIDE x El" THICK 1 ! 1 H 11-7 ' ' ' v i I ll __1 4" GRAVEL _ ._I I EACH TRUSS 13A7'
H
GONT CONC. FOOTING , , * . - !-- I 1 1 ' I - 1 ! 1 LAP SIDING 1
H 1 ! 1N/ MIN. 12" COVER '-' ' "!, ' , H H 1 1-- 15# BLDG PAPER
1 INTERIOR FINISH
1
LI ---- , A..1 u LI ,_ -
- 11 i ill ' U'l ,. 15132
' ' • . [
- 7 7 (177)
1-----: ' '
" APA RATED
/ (5 )
5HT'G
(E) CONCRETE FOUNDATION 2 !! , • r, ' #4 BAR IN TOP OF 2x6 FRAMING MEMBER
2x6 SILL
(E) CONCRETE FOOTING 11 Ck3
STEM iNALL (2" CLR) L.
... ' '- ` _ '
,-•-
'
r #4 BAR IN SOT. OF FTG (3" CLR) 11■II CZ
4" PERF. DRAIN PIPE 7 2
.rfOarage Slab at House Goncrete Slab at Garage Foundation A all Section A ._.
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4 North Nall Framing Elevation
_5
1/4" = l'-0"
n — •.0 0 0
(11 0_ Ill
,.. . .. . DATE: 1/22/201 0
NOTE: FRAME WALL FOR (2) FUTURE 4030 WINDOWS if . •
EVENLY SPACED IN WALL. ROUGH OPENINGS ARE TO SE
.
SCALE: 1" =1'-0"
. ' COVERED WITH TYPICAL WALL SHEATHING
• IV, A SHEET:
A-5 , ,
EXISTING RESIDENCE NOT SHOWN ON LAYOUT
15 -0-0
•
__ 03
A
1
B02(5
4
B01 00 TOE NAIL "SA" TYPE TRUSSES INTO "JA01"
A02 N
USE LUS -24 FOR "JA" TYPE TRUSSES INTO "A01"
A02 USE LUS -26 FOR "B" TYPE TRUSSES INTO WALL
4 , _
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SA01 — �I El— .A01 `
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_= . w-- _i_ '_- - B101160 (TRUE GREEN CONSTRUCTION, LLC m Level III 13 ;V -BLOCK 0 MUS -26
1 SANDERS - GARAGE ADDITION 13 S -BLOCK I 0 HUS - 26
TRUSS DIVISION 12554 SW BRIDGEVIEW CT, TIGARD, OR 97223 &It 27 H2.5A 0 HHUS - 26
15877 SE 98th Ave Clackamas, OR 97015 5/12 PITCH WITH 12" OVERHANGS r ussccnici I 7 LUS -24
2 5- 7 -0 -10 24 C 100 MPH — 0 HGUS -26
Truss Th
O: (503) 557 -8404
F: (503) 557 -8428 " O , 00 H WIND EXP B 7 -14 -2010 7 LUS -26 1 0 HGUS26 -2
1 PJ{cataiidclackamas To: Quotation
15877 SE 98th Avenue TRUE GREEN
Clackamas, OR 97015 -1129 Job Number: B101160
Ph: 503 -557 -8404 Fax: 503 -557 -8428 Page: 1
Project: SANDERS Block No: Date: 07/15/10 06:03:14
Model: GARAGE ADDrl7ON Lot No:
Contact: Site: Office: Deliver To: Account No: 355549514 Designer: GE
Name: TOM LEVAY Salesperson: GLEN & ROB
Phone: 12554 SW BRIDGEVIEW CT Quote Number: B101160
Fax
Tentative Delivery Date: / / TIGARD, OR 97223 P.O. Number:
ROOF TRUSSES
Profile: Qty: Truss Id: Span: Truss Type: Top Pit. LOH ROH
Height
Bot. Pit.
5,00
G::: 1 A01 15 -08 -00 CAL HIP 03 -02 -11 01 -00-00 o1-00.00
601bs.each 2x,4 2x4
5.00
2 A02 15 -08 -00 COMMON 03 -11 -15 01 01 -00-00
51lbs.each 2x4 2x4
I
. Imo:' s 11-
13
1 801 IS -00.00 GABLE os ti• 0/-00-00
-- - - -- 77 lbs. each 2 x 4 2 x 4
— — 5.00 4
5 B02 1 5 - 00 - 00 MONO TRUSS 06 11 13
- - -- -- _
66 lbs. each 2 x 4 2 x 4
5.00
iilii 1 803 15 -00 -00 GABLE 06 - 13 01-00-00
77 lbs. each 2x0 2x0
3.54
2 IIIIA 11 -00-03 JACK 03 -11 -10 01 -05-00
29 lbs. each 2 x 4
5,00
ri "' 1 2 JA01 06 -00-00 JACK 01 - - 01 - 00 - 00 F -04 -00-05
121bs. each 2x 4 2 x4
5.00
- 2 JA02 06 - - JACK 02 - 04 - 11 01 -02 -00-05
15 lbs. each 2x4 2x4
5.00
2 JA03 06 -00 -00 JACK 03 - - 01 -00-00 -00 -00-05
18 lbs. each 2x4 2x4
8.00
I JAN 06- 0040 JACK
03-11-08 01-00-00 01 - 15
21 lbs. each 2x4 2x4
5.00
2 SA01 02 - 00 - 00 MONO TRUSS 01 -06.11 01 - 00 - 00 - 00 - 05
7 lbs. each 2x4 2x4
5.00
2 i SA02 02 - 00 - 00 MONO TRUSS 02 -04-06 01.00.00 01-10-15
10 lbs. each 2
x 4 2 x 4
MISC. ITEMS @
Quantity: Description:
13 BLOCKS- 2X4SOLID
13 BLOCKS - 2X4 VENT HOLES
27 HANGER(S) - H2.5A
7 HANGER(S) - LUS -26
7 HANGER(S) - LUS24
PROBuild is a material supplier, not a subcontractor. This list is not guaranteed to complete your job. Contractor to verify
quantities,specifications, and dimensions. PROBuild guarantees material and workmanship. If a factory error occurs,
PROBuild must be given the opportunity to make the repair. No charge backs or short pays will be honored without prior
app?oval. PROBuild does not guarantee roof top delivery. The driver's judgement requarding access, safety and boom reach are
final. Contractor must direct driver and assume liability for any property damage to site. Contractor or framer to aid driver in
loading and landing trusses. Contractor agrees to pay for tow truck if needed. If additional crane time is required it is subject to
avaliability in our delivery schedule at $140.00 per hour.
Selling Price: $640.00