238 HIGHLAND RD 2018-09-11 - Laserfiche WebLink

• 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2012 IBC AND ANY CURRENT EDITION 13. EXTERIOR WALLS SHALL BE 2x6, UNLESS NOTED OTHERWISE. w OF FEDERAL, STATE, AND LOCAL RULES AND STANDARDS OF GOVERNING AGENCIES HAVING O JURISDICTION. 14. INTERIOR WALLS SHALL BE 2x4, UNLESS NOTED OTHERWISE. Z 2. STATEMENT OF ERRORS, AMBIGUITIES AND OMISSIONS: ANY ERRORS, AMBIGUITIES, AND OMISSION 15. ALL HEADERS OVER DOORS AND WINDOWS SHALL BE A MINIMUM OF (2) 2x8, UNLESS IN DRAWINGS AND/OR SPECIFICATIONS SHALL BE REPORTED TO BERKEY ENGINEERING FOR OTHERWISE NOTED. o F CORRECTION BEFORE ANY PART OF THE WORK IS STARTED. UNLESS EXPRESSLY STIPULATED, NO ADDITIONAL ALLOWANCE WILL BE MADE IN THE OWNER'S AND/OR CONTRACTOR'S AND/OR 16. TRUSS MANUFACTURER SHALL VERIFY LOAD BEARING POINTS FOR ALL TRUSSES. cn MANUFACTURER'S FAVOR BY VIRTUE OF ERRORS, AMBIGUITIES, AND/OR OMISSIONS WHICH SHOULD HAVE BEEN DISCOVERED DURING THE PREPARATION FOR CONSTRUCTION AND DIRECTED 17. ROOF SHEATHING SHALL BE 7/16 OSB NAILED TO FRAMING WITH 8d AT 4" C/C EDGES, 12" 1 TO BERKEY ENGINEERING'S ATTENTION IN A TIMELY MANNER. IT IS THE OWNER'S ULTIMATE C/C FIELD. RESPONSIBILITY TO HOLD THE CONTRACTOR AND/OR SUBCONTRACTORS ACCOUNTABLE THROUGH CONTRACT. BERKEY ENGINEERING ACCEPTS NO RESPONSIBILITY FOR WORK DONE BY THE OWNER, 18. ROOF SHEATHING SHALL BE LAID WITH LONG DIMENSION PERPENDICULAR TO THE FRAMING THE CONTRACTOR OR SUBCONTRACTORS CONTRARY TO THE PLANS OR SPECIFICATIONS. MEMBERS. SHEARWALL SHEATHING MAY BE PLACED PARALLEL, PROVIDED THAT ALL BOUNDARIES z SUBSTITUTION OR CHANGES WILL NOT BE ACCEPTED UNLESS APPROVED IN WRITING. THE ARE FULLY BLOCKED. >-+ A Q SUBCONTRACTOR SHALL REVIEW ALL SECTIONS OF SPECIFICATIONS AND ALL SHEETS OF THE Permit#: B1605-018 8 PLANS FOR ANY INFORMATION OR DETAILS PERTAINING TO THEIR SPECIFIC TRADE. 19. INSULATION SHALL BE: Site Address: 238 HIGHLAND RDx 3 F w EXTERIOR HOUSE WALLS: R-21 Owner: HAWKEYJOSEPHP&TANISM ;< 1 w w 3. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF SITE CONDITIONS, INSTALLATION STANDARDS FLOORS: R-30 App.Date: 5/9/2016 [ ., g o AND CONSTRUCTION CONDITIONS. FIELD VERIFY ALL NECESSARY DIMENSIONS. DISCREPANCIES VAULTED CEILING: R-38 Proposed Use: SFR ACCESSORY BLDG j k N V x w H BETWEEN SITE CONDITIONS AND THE CONSTRUCTION DRAWINGS SHALL BE CALLED TO THE Description: ACCESSORY BLDG OVER EXISTING IN ., ATTENTION OF THE ENGINEER. WORK DONE WITHOUT THE ENGINEER'S APPROVAL IS THE 20. DESIGN LOADS: GROUND POOL ;- RESPONSIBILITY OF THE CONTRACTOR/SUBCONTRACTOR. ROOF LIVE LOAD: 20 PSF N ROOF SNOW LOAD: 25 PSFilt / 4. PLUMBING, ELECTRICAL, POOL ROOM AND EQUIPMENT ROOM VENTING, DEHUMIDIFICATION, WIND SPEED: 110 MPH EXP B •Revie �d By: ,/ Date: --(O -! C LIGHTING, AND SWIMMING POOL BY OTHERS. SEISMIC ZONE: D1 Office Set Job Site Set Fire/Planning Set 1 5. VENTILATION SHALL BE DESIGNED TO MEET 2012 IMC BY OTHERS. DESIGN SHALL BE VERIFIED SHEARWALL SCHED w PRIOR TO CONSTRUCTION OF BUILDING. DESCRIPTION z 6. ALL FILL OR BACKFILL SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY. REMOVE ALL SW-1 7/16" OSB NAILED TO FRAMING WITH 8d AT 4" C/C BOUNDARY, 12" C/C Q rn DEBRIS FROM THE AREA TO BE BACKFILLED PRIOR TO BACKFILLING. FIELD. BOUNDARIES SHALL BE FULLY BLOCKED. 1/2" A.B. AT 3'-0" C/C, 1 2" 0 rzo ¢ M M MAX FROM END. A 0 5 2016 a w o 7. PLACE LOAD BEARING BACKFILL IN LAYERS NOT MORE THAN 8 INCHES THICK, LOOSE r a z o MEASUREMENT. SPREAD AND COMPACT EACH LAYER UNIFORMLY TO THE REQUIRED DENSITY. rrl SW-2 7/16" OSB NAILED TO FRAMING WITH 8d AT 3" C/C BOUNDARY, 12" C/CITY OF EVERETT z A - z 8. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. FIELD. BOUNDARIES SHALL BE FULLY BLOCKED. 5/8" A.B. AT 2'-0" C/C, 1213' 11 p1It Services .SSo , U x d cl W a; a w 9. REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 60 (DEFORMED). FABRICATE MAX FROM END. HD ANCHOR POINT SHALL BE DBL 2x6 STUD OR GREATER. REINFORCEMENT PER ACI 318-89, CLASS "B" SPLICES OR ACI 315-83, CLASS "C" SPLICES UNLESS NOTED OTHERWISE. REINFORCEMENT SHALL BE CONTINUOUS BENT AROUND CORNERS, HOLD DOWN (HD) SCHEDULE OR CORNER BARS OF THE SAME SIZE MAY BE INSTALLED WITH MINIMUM LEG LENGTH THAT MARK DESCRIPTION 1.CONFORMS TO ACI 318-89, CLASS "B" SPLICES OR ACI 315-83, CLASS "C" SPLICES. TOOL ALLEXPOSED EDGES WITH A CONCAVE TOOLING DEVICE. ALL CONCRETE WORK SHALL BE IN 0 NO HD ACCORDANCE WITH ACI 301. WELDING OF REINFORCING BARS SHALL REQUIRE THE APPROVAL OF A STHD14 OR EQUAL (---: THE ENGINEER. ALL WELDING SHALL BE DONE BY AWS CERTIFIED WELDERS AND CONFORM TO NOTE: ALL HD ARE SST OR EQUAL AWS D1.1, E90 ELECTRODES MINIMUM. 10. ALL ANCHOR BOLTS SHALL HAVE 3"x3"x1/4" HD GALV BEARING PLATES. W 11. ALL FRAMING MATERIAL SHALL BE DOUGLAS FIR/HEMLOCK NO. 2 OR BETTER. ALL ' ' �I p'4r7`:r' �' rDRAwNBY` TPP GLUE—LAMINATED BEAMS (GLB) SHALL BE DOUGLAS—FIR GRADED 24F—V4. WOOD IN CONTACT C/C = CENTER TO CENTER ' 4c 't' WITH CONCRETE SHALL BE PRESSURE TREATED. / :I -'' 4 �,' APPROVEDBY: DBL = DOUBLE � '1 L�� -, � � GALV = GALVANIZED {- ECE5VE '� DATE: 12. ALL FRAMING ASSOCIATED WITH LATERAL OR VERTICAL STRAPS OR HOLD DOWNS SHALL HD = HOT DIPPED "' e 03/31/2016 CONSIST OF A MINIMUM OF (2) 2x6 STUDS, BLOCKS, OR PLATES. ALL SHEAR ELEMENTS SHALL MIN = MINIMUM SCALE: BE CONTINUOUS FROM FOUNDATION OR SHEAR DIAPHRAGM TO ROOF SHEATHING. PT = PRESSURE TREATED MAY 2 7 2016 �� •. 37708 ;. 4, AS NOTED SCSJ = SAW CUT JOINT — O' 2)/ PROJECT REV SW = SHEAR WALL CITY OF EVERETT loWirlePr `15248 0 J TYP = TYPICAL Permit Services IEXPIRES 08/18/ 17 I SHEETS1 STRUCTURAL NOTES LEGEND No. _