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Plans (2) STR U C TU R A N 0 TE S . TREAT FIELD CUTS AND BORING OF PT LUMBER WITH COMPATIBLE SOLVENT i' "UELLETi"E ,:. - BASED PRODUCT PER AWPA REQUIREMENTS. PT LUMBER TREATMENT MAY BE ENGINEERING INC. MCQ, ACQ—C, ACQ—D, CA—B AND CBA—A, WITH NO AMMONIA. DO NOT USE 1 . GENERAL PT LUMBER TREATMENTED WITH AMMONIA, ACZA, OR WOODS WITH ACTUAL PH. (503) 537-7076 RETENTION LEVELS GREATER THAN 0.40 PCF FOR ACQ AND MCQ, 0.41 PSF 33712:NE KRAMIEN RD. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO THE FOR CBA-A, OR 0.21 FOR CA-B (GROUND CONTACT LEVEL). IF THESE NEWBERG, OR 97132 START OF CONSTRUCTION. NOTIFY THE ENGINEER OF ANY DISCREPANCIES. REFER TO CORROSIVE MATERIALS ARE USED, HOWEVER, USE ONLY STAINLESS STEEL ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. HANGERS AND FASTENERS. REVISION: CONTRACTOR SHALL PROVIDE ALL NECESSARY TEMPORARY SUPPORTS FOR ALL WALLS AND FLOORS PRIOR TO THE COMPLETION OF THE LATERAL AND VERTICAL LOAD 9. WOOD CONNECTORS: SYSTEMS. ALL FRAMING CONNECTORS SHALL BE 'SIMPSON' OR APPROVED EQUAL. FILL ALL NAIL ARE NOT TO BE SCALED. WRI I ILN DIMENSIONS TAKE PRECEDENCE. HOLES WITH NAILS AS SPECIFIED BY THE HANGER MANUFACTURER, UNLESS NOTED DRAWINGS DPLANSSPECIFICATIONS ENGINEERING AND DESIGN WORK ARE INTENDED OTHERWISE. THRU-BOLTS AND LAG BOLTS SHALL BE ASTM A307, UNLESS NOTED W OTHERWISE. PREDRILL HOLES FOR LAG BOLTS OVER 3/6" DIAMETER. EXPOSED HANGERS, SOLELY FOR THE PROJECT SPECIFIED HEREIN. OUELLETTE ENGINEERING INC. AND THOSE ADJACENT TO GROUND OR USED WITH PT LUMBER, USE 'ZMAX' OR HOT Z in DISCLAIMS ALL LIABILITY IF THESE PLANS AND SPECIFICATIONS OR DESIGN, ADVICE DIPPED GALVANIZED CONNECTORS. NOTE THAT STAINLESS STEEL HARDW _ ' �d N �� I w a w N AND INSTRUCTION ATTENDANT THERETO ARE USED ON ANY PROJECT OR AT ANY FASTENERS MAY BE REQUIRED. SEE WOOD NCfES. -`""`'1 Q w Q LOCATION OTHER THAN THE PROJECT AND LOCATION SPECIFIED HEREIN. OFFICE COPY Q 2. CODES & STANDARDS: Nov ® 2015 IT) ,..co ALL WORK SHALL BE IN COMPLIANCE WITH THE 2014 OREGON RESIDENTIAL SPECIALTYUT OF FIGARO a CODE AND THE 2014 OREGON STRUCTURAL SPECIALTY CODE, AND OTHER AUTHORITIES Bu LDING OMNI cp i.�-_ HAVING ANY JURISDICTION. ACI 318 BLDG. CODE REQUIREMENTS FOR STRUCTURAL ® 1----1-7- ren CONCRETE. NDS NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION. AISC ASD 1Fr1 11 - STEEL CONSTRUCTION MANUAL, LATEST EDITION. BUILDING CODE REQUIREMENTS FOR © MASONRY STRUCTURES, LATEST EDITION. I I - 3. LOADS: I - ROOF: 20 PSF SNOW LOAD a o I _ _,, ATTIC WITH STORAGE: 20 PSF LIVE LOAD 11 _ 1 ATTIC WITHOUT STORAGE: 10 PSF LIVE LOAD rr— — I1 SOIL PROFILE: TYPE D — — — VGARD u) COMPLIANCE, L.13 5. FOUNDATIONS: 'i` ' `r `' t`trflirC; � � F- 1 ALLOWABLE SOIL BEARING PRESSURE USED FOR DESIGN = 1500 PSF. ALL FOOTING Appn9 L CD TO BEAR ON FIRM, UNDISTURBED NATIVE SOIL OR STRUCTURAL FILL A MINIMUM OF OTC; n II Q 12" BELOW FINISH EXTERIOR GRADE, UNLESS NOTED OTHERWISE. 1L=--- 11 J , Penult Mt a_ Addnesi 6. CONCRETE: 3 o FOR FOOTING AND STEM WALLS, AVERAGE CONRETE 28 DAY COMPRESSIVE STRENGTH 044006000040006,S fa U CD f'c = 2500 PSI. FOR SLAB ON GRADE, AVERAGE CONCRETE 28 DAY COMPRESSIVE STRENGTH f'c = 3000 PSI. USE TYPE I CEMENT ASTM C-150. MAXIMUM SLUMP = 4 +-1" FOR FOOTINGS. AIR ENTRAIN 5 TO 7% BY VOLUME. CONCRETE SHALL BE i (— POURED ON UNDISTURBED COMPACTED EARTH OR COMPACTED STRUCTURAL FILL. DO NOT PLACE CONCRETE ON LOOSE, MUDDY, OR FROZEN GROUND. L A ,tOCTUR4 8: WOOD: �0 Mac ALL FRAMING LUMBER SHALL BE AS FOLLOWS, EXCEPT AS SPECIFIED ON THE N $ INfJ2, PROJECT No. I5-29A ,i• DRAWINGS: ROOF PLAN / 1a,a7e DRAWN BY: JO STUDS, BLOCKING, BRIDGING: DF-L OR HF STUD GRADE fi O•EG _�-. CHECKED BY: JO ,... JOISTS, HEADERS AND RAFTERS: DF-L #2 'I /16" = 'I�-0" �� 20�� DATE: 8/11/15 BEAMS AND STRINGERS: DF-L #1 POSTS AND TIMBERS: DF-L #1 OUEL1.- 5-E T: SILLS, LEDGERS, PLATES IN CONTACT WITH CONC.: P.T. HEM FIR #2 EXPIRES: % 1-31-I 0 ,. . i' `.'UELLETTE la ENGINEERING INC. TYP. 26"X26"X8" THICK PH. (503) 537-7076 4. UNREINFORCED 337W NE KRAMIEN RD. UNDERPINNED FOOTING NEWBERG, OR 97132 II I I { _ REVISION: I + � (E) 2X6 CEILINIG I pI JOISTS @ 16"1.C. I I ,`�Vic,; W I NI e,) )\ w NINI o 1 I w z � NI Q w w o gi �, w mI INTERIOR ID o o• • BEARINGPG -+ = o -,Iw. I WALL (TO BE I >c) (� ct REMOVED 5 t-�- o c? (E) CEILING •I -tQ I �J� �s 1 IVENT IQ I 5 Q = I II MI of i\ 3 0 - — e1 • —• -I t II X. ry ❑ .-- E — — 10=. (E) HEADERJ• NI EA,i 1 26")126"X8" THICK z Z La,- 1 '---gI UNREINFORCED _ Q I UNDERPINNED z J I FOOTING Q Z W CC Q Q Z W - CC O v1..1_ I— f- O Q Q W J CD EXISTING ATTIC FRAMING CEILING FRAMING (..9 o w Co Ali AND DEMO PLANAND FOUNDATION PLAN Q " o ® (i) cm ® 3/16" = 1-0" 2 3/16" = 1'-0" x Q s��0 PRO�L W s ff ` � I ����i PROJECT No. 15-29A ,J � 14, t 16 DRAWN BY: JO 9. 44 . r�REGON CHECKED BY: JO ,� DATE: eit O • 23 20 A '.Ou SHEET: EXPIRES: Z.— )—/kz, 2 I © // VUELLETTE © CUT END OF EXISTING _____4____4X BEAM AND ATTACH ENGINEERING INC. TO NEW BEAM WITH PH. (503) 537-7076 HANGER AS SHOWN 33720NE KRAMIEN RD. 1,- <11Alkiiii NEWBERG, OR 97132 _rnii J",--f __ REVISION: NEW GLULAM >< SIMPSON BEAM IN ATTIC i REPLACING 'THA418' BEARING WALL HANGER I ( W ><1 / (...) w INTERIOR ---7I Z D BEARING WALL Q a w N TO BE REMOVED 1--4 W� Q / EXISTING FOUNDATION o a 0 vii Q I I I-I FlW o ,o to Ali SECTION - - - o © 1 /4„ = 1-0.. 4 A a 4.4 Q RIDGE BEAM POST (2) SIMPSON 'TS12' UNDERPINNED FOOTING TO BEAR ON UNDISTURBED NATIVE WHERE ADJACENT TO EARTH OR COMPACTED STRUCTURAL FILL. USE RIDGE BEAM POSTS NON-SHRINKING LOW WATER MIXTURE TO MINIMIZE O J SHRINKAGE. SEE PLAN FOR SIZE. NEW ROOF BEAM �~j W W C/) 0 �____—SIMPSOO ' © UNDERPINNED FOOTING TYPICAL EACH jr �<.I ` CEILING JOIST © 1" = 1'-0" is U ji 1.A RUCT UAL 0.0PRact, 7 - -(3 I V .e> Di PROJECT No. I5 29A EXIST CEILING 14 16 DRAWN BY: JO JOISTS , ��„-- •R ON CHECKED BY: JO © DETAIL � v,.�a�� 2oo��ty DATE: 8/11/15 �4 0 1 SHEET: yr �.. = ��-0.. 3 EXPIRES: /2.-- 1-16.