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� 1 . ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2015 IBC AND ALL CURRENT C/C = CENTER TO CENTER <br /> FDITION OF STATE AND LOCAL RULES AND STANDARDS OF GOVERNING AGENCIES HAVING DBL = DOUBLE -a <br /> JURISDICTION. GALV = GALVANIZED � w <br /> HD = HOT DIPPED �, �, <br /> 2. ANY ERRORS, AMBIGUITIES, AND OMISSION IN DRAWINGS AND/OR SPECIFICATIONS SHALL BE MIN = MINIMUM <br /> O <br /> PT = PRESSURE TREATED � z <br /> REPORTED TO BERKEY ENGINEERING FOR CORRECTION BEFORE ANY PART OF THE WORK IS c~i� E-- <br /> o SCSJ = SAW CUT JOINT v, <br /> STARTED. NO ALLOWANCE WILL BE MADE IN THE OWNER AND/OR CONTRACTOR FAVOR BY 12" CONCRETE � GRAVEL LAYER OR SW = SHEAR WALL <br /> VIRTUE OF ERRORS, AMBIGUITIES, AND/OR OMISSIONS WHICH SHOULD HAVE BEEN TOP CCLLAR x <br /> DISCOVERED DURING THE PREPARATION FOR CONSTRUCTION AND DIRECTED TO BERKEY co FIRMLY COMPACIED TYP = TYPICAL <br /> ENGINEERING'S ATTENTION IN A TIMELY MANNER. IT IS THE OWNERS ULTIMATE RESPONSIBILITY � NATIVE SOIL. <br /> GRADE <br /> TO HOLD THE CONTRACTOR AND/OR SUBCONTRACTORS ACCOUNTABLE THROUGH CONTRACT. -- -� - - -- EXTENTS OF O <br /> BERKEY ENGINEERING ACCEPTS NO RESPONSIBILITY FOR WORK DONE BY THE OWNER, THE �-1 ' - � CONCRETE SLAB z <br /> CONTRACTOR OR SUBCONTRACTORS CONTRARY TO THE PLANS OR SPECIFICATIONS. � ia W <br /> SUBSTITUTION OR CHANGES WILL NOT BE ACCEPTED UNLESS APPROVED IN WRITING. THE I!-i = F' <br /> SUBCONTRACTOR SHALL REVIEW ALL SECTIONS OF SPECIFICATIONS AND ALL SHEETS OF THE III � '_ z W - <br /> PLANS FOR ANY INFORMATION OR DETAILS PERTAINING TO THEIR SPECIFIC TRADE. II�;�,I (16) 20d HC GA�V N,AILc LEGEND Q z � � � <br /> 4'-6" �'_� P LACE (4) W EACH SIDE, W Q � � � <br /> 3. C O N T R A C T O R I S R E S P ONSIBLE FOR VERIFICATION OF SITE CONDITIONS, INSTALLATION MIN i !I _ 3 <br /> STANDARDS AND CONSTRUCTION CONDITIONS. FIELD VERIFY ALL NECESSARY DIMENSIONS. D E P T H � !=I _ S T A G G E R ED, 1 " �XPOSED � � � � o <br /> � U :� �- <br /> DISCREPANCIES BETWEEN SITE CONDITIONS AND THE CONSTRUCTION DRAWINGS SHALL BE =1���II� = 1 2" C O N C R E T E 2x 6 W � � ;s, � <br /> CALLED TO THE ATTENTION OF THE ENGINEER. WORK DONE WITHOUT THE ENGINEERS -'��"� G + _ - � � N W <br /> + COLLAR <br /> APPROVAL IS THE RESPONSIBILITY OF THE CONT RA C T O R/S U B C O N T R A C T O R. -_�,;,I + + _ � i _ 2x6 '-' �" <br /> Q v <br /> —'! —- X <br /> -'_i 1=I a - I.�_--.. <br /> 4. ALL FRAMING MATERIAL SHALL BE DOUGLAS FIR N0. 2 OR BETTER. HEM FIR N0. 1 MAY BE _' - - N <br /> SUBSTITUTED AS AN ALTERNATIVE. WOOD IN CONTACT WITH EARTH AND/OR CONCRETE SHALL _'����''��i:'- ` �� � -- � <br /> BE PRESSURE TREATED, 0.6 RETENTION. NAILING EDGE DISTANCES, END DISTANCES, AND -;i,�;=I i!-'j',- -�'- 6" CONCRETE 20d AT 1 2" C/C "' <br /> SPACING SHALL BE SUFFICIENT TO PREVENT SPLITTING OF THE WOOD IN ACCORDANCE WITH PLUG <br /> 2'-0"4� <br /> NDS 11 .1.5.6. � <br /> w <br /> 5. CONCRETE DESIGN BASED ON A COMPRESSIVE STRENGTH OF 2500 PSI AND NO SPECIAL � <br /> z <br /> INSPECTION REQUIRED. RECOMMENDED CONCRETE STRENGTH IS 4000 PSI FOR DURABILITY v "' "' "' <br /> oN�Y. DETAlL 1 — TYP FTG SCALE: 1/2"=1' DETAIL 2 — HEADER SCALE: 1"=1' Q � � � � <br /> p� o ¢ � � <br /> � �- � � <br /> 6. ROOF SHEATHING SHALL BE PAINTED 29 GA. RIBBED STEEL. FASTEN SHEATHING TO FRAMING � w � �°` <br /> WITH 1 " #9 SCREWS WITH NEOPRENE WASHERS AT 9" C/C. � � �j o 0 <br /> U � <br /> zQ � z .. <br /> 7. SIDE SHEATHING SHALL BE PAINTED 29 GA. RIBBED STEEL. FASTEN SHEATHING TO FRAMING o a � O � <br /> WITH 1 " #9 SCREWS WITH NEOPRENE WASHERS AT 9" C/C. �'' °� °� �-' w <br /> 8. SW-1 SIDE SHEATHING SHALL BE 7/16" OSB FASTENED TO POSTS WITH 8d NAILS AT 3" �y � <br /> C/C. ALL BOUNDARIES SHALL BE FULLY BLOCKED AND NAILED. SEE DETAIL 5/S4. �' ' � <br /> W � <br /> 9. TRUSS MANUFACTURER SHALL VERIFY LOAD BEARING POINTS FOR ALL TRUSSES. , _ � °' <br /> � ��,, -� 1 ��, %� � y� <br /> i; � <br /> � ��� i ;,i � i� ' � � A� <br /> 1 0. (4) 1 6d HD GALV. NAILS (3.5" LONG) MAY BE SUBSTITUTED FOR (3) 20d. � �,, �i i�� ���1 ;' �I ��j �� �� �I � .� <br /> �� j,,' � eo <br /> � i <br /> 1 1. DESIGN LOADS: ' \`�'"� � � �� _- = LJ � � <br /> CEILING LOAD: 7 PSF W <br /> SNOW LOAD: 25 PSF <br /> WIND SPEED: 110 MPH EXP B <br /> SEISMIC ZONE: D1 � � ~ r�' _=, yj� � D��BY <br /> � ��. �'t�=�:�; ;�+1,,Ji �:, ° . C1, ��, srB <br /> SOIL BEARING: 1500 PSF � `==r' ;�":�� �J ��= '' O ''�' <br /> , . .2, APPROVED BY: <br /> �.�; ` C W B <br /> � <br /> �A;t� � C ry(�i� l, DATE: 1-19-]7 <br /> ?� �7 Li1 i <br /> A 37708 SCALE: <br /> GlTY OF EVERET I �o �' c R- ,�SNOTED <br /> �ermi� �erV'iceS S � A PRo1ECT . �� <br /> 15505 . 1 <br /> EXPIRES 08/18/ <br /> SHEET � <br /> STRUCTURAL NOTES DETAIL 3 — GABLE OVERHANG SCALE: 3/4"=1' "° <br /> � � <br />