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Plans (99) Approved plans STRUCTURAL NOTES : vv,..., members that are 7. WOOD CONNECTORS: ,*., e �0�@�t0 the weather to be � [ 5j r ' Pres f`iitTr°eatedordecayresistant ALL NAILS, SCREWS AND OTHER FASTENERS SHALL BE HOT DIPPED ENGINEERING INC. 1 . GENERAL per317.1.3 GALVANIZED. SIMPSON HARDWARE SHALL BE ZMAX/HDG GALVANIZED, OR PH. (5 0 3) 537-7076 h R CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR FASTENERS GALVANIZED PER ASTM A153. NOTE THAT STAINLESS STEEL 33720 NE KRAMIEN RD. TO THE START OF CONSTRUCTION. NOTIFY THE ENGINEER OF ANY HARDWARE AND FASTENERS MAY BE REQUIRED. SEE WOOD NOTES. NEWBERG, OR 97132 DISCREPANCIES. 158 PROPERTY LINE 50' 156' ,ECEI 1/�/ED REVISION: DRAWINGS ARE NOT TO BE SCALED. WRITTEN DIMENSIONS TAKE PRECEDENCE. APR 19 2018 REV.(1)4✓19/18 CORRECTIONS PER REVIEW THESE PLANS, SPECIFICATIONS, ENGINEERING AND DESIGN WORK ARE INTENDED Lii t 01- i-;UARO SOLELY FOR THE PROJECT SPECIFIED HEREIN. OUELLETTE ENGINEERING L____ 5' WIDE PL,ANNING/ENiEA:4E4RM DISCLAIMS ALL LIABILITY IF THESE PLANS AND SPECIFICATIONS OR DESIGN, UTILITY W ADVICE AND INSTRUCTION ATTENDANT THERETO ARE USED ON ANY PROJECT EASEMENT OR AT ANY LOCATION OTHER THAN THE PROJECT AND LOCATION SPECIFIED Z Z HEREIN. w w o N Q o � 2. CODES & STANDARDS: `° ci �ch' 0 — 8 ALL WORK SHALL BE IN COMPLIANCE WITH THE 2017 OREGON RESIDENTIAL `° I O w o SPECIALTY CODE, AND THE 2014 OREGON STRUCTURAL SPECIALTY CODE, ACI �20 EE d- 318 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, NDS I i - Q NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION. PROPOSED . w 3. LOADS: PATIO COVER P-, up ROOF: 20 PSF LIVE LOAD I 11'-6" X OFFICE COPY r . SEISMIC ZONE: DESIGN CATEGORY D1 16'-5" �-�" WIND: 95 MPH (3-SEC GUST) ' 26 -0 { SOIL PROFILE: TYPE D (ASSUMED) I ( 4 4. FOUNDATIONS: b WIDE STORM DRAINAGE ALLOWABLE SOIL BEARING PRESSURE USED FOR DESIGN = 1500 PSF. ALL /EASEMENT SERVING LOTS FOOTING TO BEAR ON FIRM, UNDISTURBED NATIVE SOIL OR STRUCTURAL FILL A 83 AND 84 (/) MINIMUM OF 12" BELOW FINISH EXTERIOR GRADE, UNLESS NOTED OTHERWISE. I, W I— . -. 5. CONCRETE: �I EXISTING HOUSE I O Z FOR FOOTING AND STEM WALLS, AVERAGE CONRETE 28 DAY COMPRESSIVE J Q STRENGTH f'c = 2500 PSI. USE TYPE I CEMENT ASTM C-150. MAXIMUM SLUMP = 4 +-1". AIR ENTRAIN 5 TO 7% BY VOLUME. CONCRETE SHALL BE POURED JI I # OF TIGARD w ON UNDISTURBED COMPACTED EARTH OR COMPACTED STRUCTURAL FILL. DO �• Approved y planning D ,I-1-1 r—PLACE CONCRETE ON LOOSE, MUDDY, OR FROZEN GROUND. w Date: lG�1�/� U U) of 1 D 6. WOOD: initials: C=-Q i ALL FRAMING LUMBER SHALL BE AS FOLLOWS, EXCEPT AS SPECIFIED ON THE I I (/) DRAWINGS: ' CITY OF TIGARD RAFTERS, BEAMS DF NO.2 JOISTS: P.T. HEM FIR NO. 2 Approved plans SITE PLAN REVIEWED FOR CODE COMPLIANCE POSTS: P.T. HEM FIR NO. 2 be on 'ob site. Approved: [� 4 GLULAM BEAMS: P.T. COMBINATION SYMBOL 24F hall 1'=20' _ — — — -� 138' OTC: [ ] PROJECT.NO. 18-09A • PT LUMBER TREATMENT MAY BE MCQA , ACQ-C, ACQ-D, CA-B AND CBA-A, _ — — —\ • Permit#: �j( ���1� �Q�((�.DRAWN BY: J.O. WITH NO AMMONIA. DO NOT USE PT LUMBER TREATMENTED WITH AMMONIA, 5�' 5' WIDE UTILIiMENTgC1��j (��,�wlC �3 ACZA, OR WOODS WITH ACTUAL RETENTION LEVELS GREATER THAN 0.40 PCF LN Suite #: DACE: /20/18 FOR CONTACQAND T LEVEL). QIFO.41 PSF FOR CBA-A,THESE CORROSIVE MATERIALSR ARE FOR ARE USED, HOWEVER, USE 138 SW R1v�RwQO� By: 1 Date: HEFT: ONLY STAINLESS STEEL HANGERS AND FASTENERS. 11, r tI S- 1 © OUELLETTE .-^��. rfi z� ® ENGINEERING INC. �'� PH. i503)537-7076 zyz ' \ ASPHALT SHINGLE SIDING TO MATCH 33720 NE KRAMIEN RD. HOUSE OVER 30# BUILDING PAPER. NEwBERc,OR��3z USE FASTENERS THAT DO NOT 12 i, 1 4,77;7 � 4 �/ � j 7; \ \ PENETRATE THRU TO UNDERSIDE _ REVISION: 1 I �_ 2ND FLOOR I I 1 1 1 1 if } l\ �I �� i i 1 L I 1 ,i , / IIIIIII CONTINUOUS GUTTER -rn gh CHANGE EXISTING Z AND DOWNSPOUT TO ® OUTSIDE WALL LIGHT W J APPROVED STORM w w TO OUTLET FOR OWNER o "' DRAINAGE SYSTEM i� SUPPLIED LIGHTING Q rn -- O ix 4 0 o cc® MAIN FLOOR F-+ < L J L J / N O / SSR SOUTH ELEVATION �� � T RAzaq ® 1/8" _ o,. _ QED PROFFf �� INS * SECTION © ` I14, 8 � i , UP 1, 1 /4" = -0., • . OI fr-1►vl 23 200'\,/<</ z •OUEL�_ 0 2x BLOCKING7------- I U SIMPSON 'H10' TIE SIMPSON 'ABU' POST BASE !EXPIRES: i L-'3 t-/" EACH RAFTER WOOD POST W/ 5/8" DIA. 'STRONG-BOLT' Cw I' WEDGE ANCHOR EMB. 5 1/8 SEE PLAN FOR MIN., OR EQUAL Z ":1— FOOTING FOOTING SIZE 0 1— SIMPSON 'LRU28Z' LW Illir,....N,, 4 I I a HANGER OR (4) 16d Q FINISH GRADE ii z1 TOENAILS EACH ROOF RAFTER =III= = a 1=111= RAFTER -III= =1 LU a ° *Al 2X10ROOF BEAM FTG. LEDGER LU a a° ° DEPTH PORCH a m RAFTERS a SIMPSON 'EPCZ' COMPACTED POST CAP EARTH (2) SIMPSON —' FTG. 'SDS25400' EACH PROJECT No. I8-09A +� / DIAMETER / STUD DRAWN BY: J.O. CHECKED BY: --- © ROOF BEAM DETAIL 4 FOOTING Ai LEDGER BOARDDATE: 3/20/18 lay 1" = 1,-0" WRO6 Nur N.T.S. NV SHEET: 1.. = 1,_0,. WRO5 S-2