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GENERALSTRUCTURALNOTES y
<br /> (The following apply unless shown otherwise on the plans) rOI )u�� �r��'���}�
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<br /> ALL WOOD PLATES , LEDGERS, AND BLOCKING IN DIRECT CONTACT WITH CONCRETE OR MASONRY 105 S. Main Street Suite 323
<br /> � CRITERIA SHALL BE PRESSURE-TREATED WITH AN AMERICAN WOOD PRESERVERS ASSOCIATION (AWPA) Seattle, WA 98104
<br /> APPROVED PRESERVATIVE. ALTERNATIVELY, PER IBC SECTION 2304.12, FOR SOME EXCEPTIONS, t: 206-624-4222
<br /> ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE IMPERVIOUS MORSTURE BARRIERS MAY BE PROVIDED BETWEEN UNTREATED MEMBERS AND f: 206-624-4226
<br /> DRAWINGS, SPECIFICATIONS, THE INTERNATIONAL BUILDING CODE (2015 EDITION).. CONCRETE OR MASONRY. ALL CONNECTORS USED WITH PRESSURE-TREATED WOOD SHALL HAVE �
<br /> A G185 GALVANIZED COATING OR BE STAINLESS STEEL.
<br /> DESIGN LOADING CRITERIA .
<br /> . TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE BY SIMPSON STRONG-TIE
<br /> LIVE LOADS: COMPANY, INC AS SPECIFIED IN THEIR CURRENT CATALOG. EQUIVALENT DEVICES BY OTHER sz5o
<br /> MANUFACTURES MAY BE SUBSTITUTED, PROVIDED THEY HAVE CURRENT ICC-ES EVALUATION REGIS E
<br /> ROOF 25 PSF (SN011� REPORTS DEMONSTRATING THAT THE PRODUCTS HAVE EQUAL OR GREATER LOAD CAPACITIES. �
<br /> � FLOOR 40 PSF PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS %
<br /> SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED SPECIFICATIONS. Alex E olluda
<br /> SNOW LOAD: 25 PSF(NON-REDUCIBLE); SNOW DRIFT LOAD- WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS OR BOLTS sTATE oFwASH�N�TON
<br /> ASCE 7-10 IN EACH MEMBER. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE
<br /> WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD.
<br /> WIND LOAD: BASED ON BASIC WIND SPEED 110 MPH, UNLESS NOTED OTHERWISE, ALL NAILS SHALL BE COMMON. ALL SHIMS SHALL BE SEASONED AND �
<br /> EXPOSURE "B", IMPORTANCE FACTOR 1.0, DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. '
<br /> BUT WIND AREA FOR STRUCTURE NOT CHANGED,
<br /> NO ANALYSIS PROVIDED.
<br /> ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM
<br /> SEISMIC LOADS: STRUCTURE NOT CHANGED FOR SEISMIC LOADS. STANDARDS OF THE INTERNATIONAL BUILDING CODE (2015). MINIMUM NAILING, UNLESS OTHERWISE � 2 3
<br /> NO ANALYSIS PROVIDED. NOTED, SHALL CONFORM TO TABLE 2304.10.1 OF THE IBC. UNLESS NOTED OTHERWISE, ALL NAILS
<br /> WOOD WALLS WILL BE CONNECTED TO FOUNDATION SHALL BE COMMON. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL 32�-0��
<br /> VOLUNTARILY FOR SEISMIC PERFORMANCE Z IMPROVEMENT. AND ARCHITECTURA� DRAWINGS. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS .
<br /> AND LAG SCREWS BEARING ON WOOD. 2�-1 O�� 29�-2��
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<br /> WALL FRAMING - ALL STUDS SHOWN AND NOT OTHERWISE NOTED SHALL BE 2x4 STUDS @ 16" O.C. . �y
<br /> CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL AT INTERIOR WALLS AND 2x6 @16" MIN. O.C. AT EXTERIOR WALLS. TWO STUDS MINIMUM SHALL BE
<br /> COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS. (2) 2X8 HEADER SHALL
<br /> PLANS. BE PROVIDED OVER ALL OPENINGS NOT OTHERWISE NOTED. SOLID BLOCKING FOR WOOD
<br /> COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE CONTINUOUS I I I
<br /> � DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE SOLID BLOCKING AT MID-HEIGHT OF ALL STUD WALLS OVER 8'-0" IN HEIGHT. ALL STUD WALLS SHALL
<br /> NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH 16d NAILS AT 12" /�
<br /> DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE O.C. STAGGERED OR BOLTED TO CONCRETE WITH 5/8" DIAMETER ANCHOR BOLTS @ 4'-0" O.C.WIT r1
<br /> ARCHITECT AND THE STRUCTURAL ENGINEER. INCH MIN. EMBEDMENT UNLESS INDICATED OTHERWISE. GALVANIZED PLATE WASHERS OF A MIN. '
<br /> OF 3 INCHES BY 3 INCHES BY 1/4 INCH THICK SHALL BE USED ON EACH ANCHOR BOLT. INDIVIDUAL
<br /> ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED MEMBERS OF BUILT-UP POSTS SHALL BE NAILED TO EACH OTHER WITH 16d @ 12" O.C. STAGGERED. � .
<br /> SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, REFER TO THE PLANS AND SHEAR WALL SCHEDULE FOR REQUIRED SHEATHING AND NAILING. •
<br /> STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. 2X10@16"OC 2X10@16"OC
<br /> CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY FRECAUTIONS AND THE METHODS,
<br /> TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM HIS WORK. WOOD FASTENERS: �
<br /> A. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS:
<br /> EPDXY-GROUT SHALL BE SIMPSON SET-XP OR APPROVED EQUAL. ALL DRILLED AND GROUTED SIZE LENGTH DIAMETER �-
<br /> REINFORCING BARS OR BOLTS SHALL BE EPDXY GROUTED UNLESS OTHERWISE NOTED. EPDXY 8d 2-3/8" 0.113" M '
<br /> SHALL BE MIXED, APPLIED AND CURED IN STRICT ACCORDANCE WITH ICC REPORT. ALL PLACEMENT 10d 3" 0.148" � 2X4 �
<br /> AND CURING SHALL BE CONDUCTED WITH CONCRETE AND AIR TEMPERATURES ABOVE 50 12d 3" 0.148" N � -
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<br /> DEGREES. APPLY EPDXY ONLY TO CLEAN, DRY CONCRETE. HOLE SIZE SHALL BE IN ACCORDANCE 16d 3" 0.131" N W °
<br /> WITH THE MANUFACTURER'S REQUIREMENTS. PROVIDE POSTIVE PROTECTION SO DOWELS ARE IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS, THEY SHALL SUBMIT NAIL � o
<br /> NOT DISTURBED DURING THE CURING PERIOD. NO REINFORCMENT SHALL BE CUT TO INSTALL SPECIFICATIONS TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION) FOR REVIEW AND O �'
<br /> �
<br /> DOWELS. APPROVAL. � �
<br /> � � ���1�E=' ��``'#'''+ 2X4 w �
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<br /> GROUTING REINFORCING BARS AND BOLTS INTO EXISTING CONCRETE SHALL BE ACCOMPLISHED W F-
<br /> BY DRILLING HOLES INTO EXISTING CONCRETE. HOLES MAY BE CUT BY EITHER ROTARY - , �� U �
<br /> PERCUSSION DRILLING FOLLOWED BY AIR BLOWOUT WITH OIL-FREE COMPRESSED AIR OR � ��7'�/V:C71�t1��L. Pr�•� z z j
<br /> DIAMOND CORE BORING FOLLOWED BY WATER FLUSH. THE CONTRACTOR SHALL CHIP AWAY A � I ��'//. � � S� �� W❑ O w
<br /> SUFFICIENT QUANTITY OF CONCRETE COVER OVER EXISTING REINFORCING TO ASSURE HOLE .� 6X10 DF #1 8" CONCRETE � a W � .
<br /> L O C A T I O N S C L E A R E X I S T I N G R E I N F O R C I N G. � _ FOUNDATION W � � m ;
<br /> � � S T A I R � Q Q w Q
<br /> woo� STRUCTURAL FLAG NOTES � C�c' i u P F R A M E z W � Q W
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<br /> F R A M I N G L U M B E R S H A L L B E K I L N-D R I E D O R M G 1 5, A N D G R A D E D A N D M A R K E D I N C O N F O R M A N C E S1 2 STUDS MIN, TYP. AT THE END OF BEAMS AND HEADERS (� � — � — — — — — W � � Z � � �
<br /> WITH W.C.L.B. STANDARD GRADING RULES FOR WEST COAST LUMBER N0. 16, LATEST EDITION. � `�' —1� W r- w w Q �
<br /> ; FURNISH TO THE FOLLOWING MINIMUM STANDARDS: S2 ADD FLOOR 2X10 FLOOR JOIST UNDER NEW WALL I 2X4 j 2X4 m ' w U U i .
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<br /> POSTS AND TIMBERS DOUG FIR NO. 1 A B O V E U N L E S S T H E R E I S A N E X I S T I N G 2 X 1 0 J O I S T I �-,�p,�,/ �p,U�,��,��
<br /> PRESENT DIRECTLY UNDER WALL i I �c.�-,'Zd•.� /� ��S- REVISION DATE -
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<br /> 2x JOISTS AND BUILT-UP EXISTING HOUSE WALLS ARE TO BE CONNECTED TO I I
<br /> MEMBERS DOUG FIR N0. 2 S3 FOUNDATION-PLATE TO EXISTING FOUNDATION WALLS N I I
<br /> BEAMS DOUG FIR N0. 2 WITH SIMPSON UFP OR SIMILAR AT CORNER AND AT 6 � o� o � O
<br /> FEET ON CENTER FOR SEISMIC IMPROVEMENT �� I � I `�
<br /> X X `- Desi n: �
<br /> STUDS, PLATES, MISC. ^i ^i o g DS �
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<br /> LIGHT FRAMING DOUG FIR OR HEMFIR STANDARD GRADE N N X Drawn: FA �
<br /> � ADD BEAM TO SUPPORT REMOVED BEARING WALL '-'I "I N w
<br /> BOLTED STUDS, LEDGERS S4 ABOVE- CONTRACTOR VERIFY FRAMING I I Checked: o '
<br /> AND PLATES DOUG FIR OR HEMFIR STANDARD GRADE � � z
<br /> � � Project No. �
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<br /> PLYWOOD SHEATHING SHALL BE GRADE C-D, EXTERIOR GLUE OR STRUCTURAL I, EXTERIOR GLUE D — � •
<br /> IN CONFORMANCE WITH THE IBC. ORIENTED STRAND BOARD OF EQUIVALENT THICKNESS, Issuance �
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<br /> EXPOSURE RATING AND PANEL INDEX MAY BE USED IN LIEU OF PLYWOOD. z
<br /> PERMIT SET �
<br /> , ROOF SHEATHING SHALL BE 15/32" WITH PANEL INDEX 24/0. �-
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<br /> FLOOR SHEATHING SHALL BE 23/32" WITH PANEL INDEX 32/16. Date: 04/05/2017 ,�
<br /> WALL SHEATHWG SHALL BE 15/32" W�TH PANE� �NOEX 24�0. BAS E M E NT P LAN AN D 1 ST F LOO R F RAM I N G N Drawing Title mi '
<br /> REFER TO WOOD FRAMING NOTES BELOW FOR TYPICAL NAILING. 1 SCALE : 1/4°=��-o° �
<br /> STRUCTURAL � .
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<br /> BASEMENT PLAN
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<br /> COPYRIGHT O 2017 ROLLUDA ARCHITECTS WC
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