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Home My WebLink AboutPermit Building 2017-09-18GENERAL STRUCTURAL COMPOSITE LUMBER _ / )17 Ri=CEi':'tD / / -p2 W M Z t m 1. ALL CONSTRUCTION TESTING AND INSPECTIONS SHALL CONFORM TO THE 2012 ISO 1. ALL STRUCTURAL COMPOSITE LUMBER SHALL BE APA STAMPED: LVL (LAMINATED VENEER --- .� .TOB NO Z U Of 41 M� _ AND 2014 OSSC LUMBER); PSL (PARRALLEL STRAND LUMBER), LSL(LAMINATED STRAND LUMBER). GCCUP^D�rY GROUP j O (Y W C MM W 2 ALL DETAILS ARE TYPICAL FOR CONDITIONS NOT SPECIFICALLY SHOWN, PROVIDE 2. LVL SHALL BE IBE MICROLAM AS MANUFACTURED By WEYERHAEUSER !LEVEL �T(5/ -.- OCCUPANCY LOAD �O /J (n W Z � Z C �� = O CDW a" o DETAILS SIMILAR TO THOSE SHOWN, SUBJECT TO REVIEW. 3. PSL SHALL BE 2.0E PARALLAM AS MANUFACTURED BY WEYERHAEUSER !LEVEL. R,Es -_ TYPE CON STRUCLiGrI �J O of Z� H p 3. VERIFY ALL EXISTING FEATURES AND CONDITIONS(DIMENSIONS, ELEVATIONS, ETC.) _;AL DCSCRIPTION "') CO W UPON WHICH THESE DRAWINGS RELY, 4. _SL SHALL BE 1.55E TIMBERSTRAND AS MANUFACTURED BY WEYERHAEUSER (LEVEL. DRESS w , 4. OMISSIONS OR DISCREPANCIES BETWEEN THE VARIOUS ELEMENTS OF THE CONTRACT DRAWINGS SHALL BE BROUGHT TO ATTENTION OF ENGINEER BEFORE MANUFACTURED NE^ - vo ��.. THE THE PROCEEDING WITH THE WOR((. 1. THE FOLLOWING MANUFACTURED PRODUCTS SHALL BE INSTALLED IN COMPLIANCE WITH 3 y da 3 THE ASSOCIATED ICC -ES EVALUATION REPORT LISTED BELOW _ f - -1 J-0 HF ✓r BEaP P: VIEN/ED, VA/ITH a� B, 5. COORDINATE STRUCTURAL WORK WITH THE MECHANICAL, ELECTRICAL, PWMBING,B ATED ON 1D. -,',RED PENCIL. CHANGES C ra. FIREWORK. OPENINGS IN FLOORS, BEAMS, OR JOIST LARGERTHAN THOSE SHOWN ON PRODUCT REPORT :: pLT -, - F TO C ,P-. iQVE . DRA`LOJINGS OR �� 00 OF DETAILS OF STRUCTURAL DRAWINGS SHALL BE REVIEWED BY THE ENGINEER OF RECORD BEFORE PROCEEDING WITH THE WORK. A, SIMPSON CONNECTORS ICC -ES ESR -2523 OJEC! i . ��E HE D.,%TE BE _OVV SHALL BE APPROVED BY B. SIMPSON CONNECTORS IAPMO-UES ER -102 -IE E 161LDING UFFIC1AL. 6. DURING THE CONSTRUCTION PERIOD, THE CONTRACTOR SHALL BE RESPONSIBLE FOR C. SIMPSON SDS ICC -ES ESR -2236V M W THE SAFETY OF THE BUILDING. THE CONTRACTOR -SHALL PROVIDE ADEQUATE til HY OF GF ®, OREGON . SHORING, BRACING AND GUYS IN ACCORDANCE WITH ALL NATIONAL, STATE, AND LOCAL SAFETY ORDINANCES. LUMBER � � 7. ALL LUMBER SHALL DOUGLAS FIR, COAST REGION, GRADED IN ACCORDANCE WITH THE +P P ROV FID AY DATE 7. WHERE CONFLICT OCCURSJETWEEN SPECIFICATIONS, NOTES ON THE DRAWINGS, RNW WESTERN WOOD PRODUCTS ASSOCIATION. O �� ((- GENERAL NOTES, AND SPEC�IYIC DETAILS, THE MORE RESTRICTIVE SHALL GOVERN. ,•� f Ore��rW"n you ��HNF .WYnwlV C _- 6. DO NOT SCALE THE DRAWINGS. 2. ALL LUMBER TO BE OF THE FOLLOWING GRADES UNLESS OTHERWISE NOTED: follow rules adopted by the Oregon Utility STUDS AND PLATES: #2 Notification Center. Those 9. VIBRATION EFFECTS OF MECHANICAL EQUIPMENT ARE NOT CONSIDERED TO BE DETRIMENTALTO THE STRUCTURAL DESIGNAND HAVENOT BEEN CONSIDERED BYTHE JOISTS AND RAFTERS: 2X TO 4X SHALL BE NI AND BETTER BEAMS: 4X OR SMALLER SHALL BE #1 AND BETTER. rules are set forth in OAR 9952-001-0010 through OAR 952-001. - rT: .. STRUCTURAL ENGINEER. - BX AND LARGER SHALLBE#I. 11090. You may obtain copies of the rules b Y NOTICE: 10. T SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING POSTS AND TIMBERS: 4X 4 AND LARGER SHALL BE NI AND BETTER. calling the center. (Note: the telephone UTILITIES WHETHER SHOWN HEREIN OR NOT, AND TO PROTECTTHEM FROM DAMAGE. BLOCKING AND FURRING, ETC: N2 for THIS PERMIT SHALL EXPIRE IF THE WORK 11 THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT IN 3. number the Oregon Utility Notification fII'r 99�1 .. `�`'1!, , _ CONJUNCTION WITH THE PERFORMANCE OF THIS WORK. ALL WOOD BEARING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED DOUGLAS FIR Center is 11-8t10�32-2344). AUTHORIZED UNDER THIS PERMIT N07 .III;- COMMENCED °Q 11. ITEMS IDENTIFIED BY TRADE NAME ARE INDICATIVE OF A LEVEL OF PERFORMANCE OR 4. PRESSURE TREATED WOOD SHALL BE DOUGLAS RR AND. SHALL BEAR GRADE STAMP. OR IS ABANDONED'FOIS R A GRADE OF MATERIAL IN ALL SUCH CASES THE PHRASE'OR APPROVED EQUAL' ANY 180 DAY PERIOD. SHALL APPLY. SUBSTITUTES SHALL BE SUBMIT TED FOR APPROVAL PRIOR TO USE, 5. STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, CONDUIT, ETC., UNLESS. y 72. CONTRACTOR TO VERIFY ALL DIMENSIONS AND ELEVATIONS SHOWN ON STRUCTURAL, fi. THE MINIMUM NAILING TO CONNECT WOOD MEMBERS SHALL BE AS SPECIFIED IN TABLE m 0 MECHANICAL, ELECTRICAL PLUMBING, AND FIRE DRAWINGS. NOTIFY ENGINEER OF 2304.9.1 OF THE 2014 OSSC UNO. ANY CONFLICTING INFORMATION PRIOR TO BEGINNING CONSTRUCTION. 7. ALL LAG SCREWS AND WOOD SCREWS SHALL CONFORM TO ASTM A-36 WITH CUT PROJECT LOCATION 3 13. ALL CONSTRUCTION AND POUR JOINTS TO BE APPROVED BY THE ENGINEER. THREADS. LAG SCREWS AND WOOD SCREWS SHALL HAVE PREDRILLED PILOT HOLES AS FOLLOWS: 14. THE BRACING AND SHORING SYSTEMS REQUIRED TO PROVIDE TEMPORARY SUPPORT -OF THE STRUCTURE DURING CONSTRUCTION SHALL BE DESIGNED TO SUPPORT THE SHANK PORTION- SAME DIAMETER B LENGTH OF SHANK y DEAD, LIVE, SOIL, EARTHQUAKE, AND WINO LOADS THAT MAY BE IMPOSED ON THE THREAD PORTION -0.6 TO 0.75 TIMES THE DIAMETER ON THE THREADS AND SAME LENGTH o .. STRUCTURE DURING CONSTRUCTION, IN ACCORDANCE WITH INDUSTRY STANDARDS SCOPE OF WORK: AND GENERALLY ACCEPTED ENGINEERING PRINCIPLES. B. HOLES FOR BOLTS SHALL BE BORED 1/32'TO 1/16' LARGER THAN NOMINAL BOLT DIAMETER. (THIS INCLUDES HOLES FOR BOLTS IN SILL PLATES.) REMOVAL OF WALLS 8 INSTALL NEW POST AND BEAM TO PROVIDE SUPPORT. 15, THE STABILITY AND INTEGRITY OF THE EXISTING STRUCTURES DURING CONSTRUCTION SHALL BE MAINTAINED AT LEVELS GENERALLY ACCEPTABLE WITHIN THE 9. ALL BOLTS BEARING ON WOOD SHALL HAVE STANDARD CUT WASHERS UNDER HEAD CONSTRUCTION INDUSTRY BY THE USE OF BRACING, SHORING AND UNDERPINNING AND/OR NUT, UNTIL THE PROPOSED STRUCTURE MODIFICATIONS ARE COMPLETED, IN NO CASE -p SHALL THE EXISTING STRUCTURES BE ALLOWED TO BECOME UNSAFE DURING 10. ALL BOLTS SHALL BE RETIGHTENED PRIOR TO APPLICATION OF PILASTER DRYWALL. CONSTRUCTION. PLYWOOD, ETC. a E a ifi. NO CONSTRUCTION OR ORDERING MATERIALS SHALL TAKE PLACE UNTIL THE 11. ALL FRAMING HARDWARE SHALL BE AS MANUFACTURED BY THE SIMPSON COMPANY CONTRACTOR HAS RECEIVED REVIEWED SUBMITTALS BY THE ENGINEER. UNLESS OTHERWISE NOTED, o 17. CONSTRUCTION LIABILITY: CONSTRUCTION CONTRACTORAND HISMER SUBCONTRACTORS AGREE THAT IN ACCORDANCE WITH GENERALLY ACCEPTED 12, ALL POST CONNECTIONS AT THE TOP SHALL BE SIMPSON'CCQ' UNLESS OTHERWISE NOTED. o ti 0 Nv a CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR AND HISMER SUBCONTRACTORS WILL BE REQUIRED TO ASSUMED SOLE AND COMPLETE 13. ALL POST CONNECTIONS TO FOUNDATION OR SLAB SHALL BE SIMPSOWCBSQUNLESS RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OTHERWISE NOTED. OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS a r REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT LIMITED TO 14. MACHINE APPLIED NAILING: p SCOPE OF WORK 2 NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR AND HISMER USE OF MACHINE NAILING IS SUBJECT TO A SATISFACTORY JOBSITE DEMONSTRATION FOR SUBCONTRACTORS FURTHER AGREE TO DEFEND, INDEMNIFY, AND HOLD DESIGN EACH PROJECT AND THE APPROVAL BY THE PROJECT ARCHITECT OR STRUCTURAL m PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN ENGINEER. THE APPROVAL IS SUBJECT TO CONTINUED SATISFACTORY PERFORMANCE. CONNECTION WITH THE PERFORMANCE OF WORK ON THE PROJECT EXCEPT LIABILITY MACHINE NAILING WILL NOT BE APPROVED INSPLYWOOD. IF NAILHEADS PENETRATE FROM THE SOLE NEGLIGENCE OF THE DESIGN PROFESSIONAL. THE OUTER PLY MORE THAN WOULD BE NORMAL FOR A HAND HAMMER OR IF MINIMUM SO.O COVER SHEET ALLOWABLE EDGE DISTANCES ARE NOT MAINTAINED THE PERFORMANCE WILL BE DEEMED S2.0 DEMO& PROPOSED FLOOR PLANS 18. THE SUBMITTALS SHALL SHOW LAYOUT, SIZE OF MEMBERS, CONNECTION DETAILS AND UNSATISFACTORY. CONSTRUCTION SEQUENCE FOR ALL BRACING AND SHORING SYSTEMS. THE SUBMITTALS SHALL BE ACCOMPANIED BY STRUCTURAL CALCULATIONS SIGNED BY a REGISTERED STRUCTURAL ENGINEER. THE ENGINEER SHALL ALSO PROVIDE A LETTER STATING THAT HE/SHE HAS REVIEWED THE SUBMITTALS FOR COMPLETENESS AND 0 p SHALL PERFORM FIELD VISITS AS REQUIRED IN ORDER TO CHECK GENERAL LL CONFORMANCE OF THE CONSTRUCTION TO THE CALCULATIONS. 19, CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AS REQUIRED BY THESE DOCUMENTS��i��i�f� �� FOfl � 6 AFTER THE CONTRACTOR HIMSELF HAS REVIEWED THE SUBMITTALS. ENGINEERING REVIEW OF ANYSUBMITTALSIS SPECIFICALLY RQUANGENERA(STRUCTURAL IS LLY NO FOR DIMENCE SIONAL REQUIREMENT AND IS SPECIFICALLY NOT FOR DIMENSIONAL ORQUANTITATIVE �A {�� O INFORMATION. �fiL" ®'LU ON W Z m '¢off m GENERAL NOTES 6 MATERIAL SPECS 5 NOT USED 141 SHEET INDEX 1 d 2 WALL TO BE MOVED BACK LIVING CLOSET AREA OF WALL TO BE REMOVED AND BEAM TO BE PLACED - ENSURE CONTINUES LOAD PATH TO FOUNDATION @ EA END KITCHEN X169111[t]RH91INT IIlle i9 NORTH NEW 46 POST WI ECC46 (TYP OF (2)) Z Ud M SEE 520 FOR BEARING DETAIL O FIE L' p� Z00CD 0WZW�� CO W W n 9.r N W v Om '7 M y my 3 m Q m 3 C L of �o NEW 6'-0" WINDOW � u M w 4x8 HEADER TO MIN ' (3) 2x STUDS 46 POST 18"x18"x10" W/ (3) #4 EW TYP 3BERIN n 119" A - 1' 0"G is 0 0 y N E T NORTH co o [V N N 'HEATING J 48 BEAM - 3'-0" MAX LEN a (E) PLUMBING