711 RUCKER AVE 2019-04-30 - Laserfiche WebLink

• GENERAL STRUCTURAL NOTES (The following apply unless shown otherwise on the plans) rolluda architects - ALL WOOD PLATES,LEDGERS,AND BLOCKING IN DIRECT CONTACT WITH CONCRETE OR MASONRY 105 S.Main Street Suite 323 V CRITERIA SHALL BE PRESSURE-TREATED WITH AN AMERICAN WOOD PRESERVERS ASSOCIATION(AWPA) Seattle,WA 98104 APPROVED PRESERVATIVE.ALTERNATIVELY,PER IBC SECTION 2304.12,FOR SOME EXCEPTIONS, t.206-624-4222 ALL MATERIALS,WORKMANSHIP,DESIGN,AND CONSTRUCTION SHALL CONFORM TO THE IMPERVIOUS MORSTURE BARRIERS MAY BE PROVIDED BETWEEN UNTREATED MEMBERS AND t 206-624-4226 DRAWINGS,SPECIFICATIONS,THE INTERNATIONAL BUILDING CODE(2015 EDITION).. CONCRETE OR MASONRY.ALL CONNECTORS USED WITH PRESSURE-TREATED WOOD SHALL HAVE A 0185 GALVANIZED COATING OR BE STAINLESS STEEL. DESIGN LOADING CRITERIA TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE BY SIMPSON STRONG-TIE LIVE LOADS: COMPANY,INC AS SPECIFIED IN THEIR CURRENT CATALOG.EQUIVALENT DEVICES BY OTHER USD MANUFACTURES MAY BE SUBSTITUTED,PROVIDED THEY HAVE CURRENT ICC-ES EVALUATION / r ROOF 25 PSF(SNOW) REPORTS DEMONSTRATING THAT THE PRODUCTS HAVE EQUAL OR GREATER LOAD CAPACITIES. , %� .�6-'e FLOOR 40 PSF PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER.CONNECTORS /7///' j /I�%, / SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED SPECIFICATIONS. /i�.E .14/ SNOW LOAD: 25 PSF(NON-REDUCIBLE);SNOW DRIFT LOAD- WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS,PLACE ONE-HALF OF THE NAILS OR BOLTS TATE OF ASHINGTON ASCE 7-10 IN EACH MEMBER.ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307.PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. WIND LOAD: BASED ON BASIC WIND SPEED 110 MPH, UNLESS NOTED OTHERWISE,ALL NAILS SHALL BE COMMON.ALL SHIMS SHALL BE SEASONED AND EXPOSURE"B",IMPORTANCE FACTOR 1.0, DRIED AND THE SAME GRADE(MINIMUM)AS MEMBERS CONNECTED. BUT WIND AREA FOR STRUCTURE NOT CHANGED, NO ANALYSIS PROVIDED. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM O O O SEISMIC LOADS: STRUCTURE NOT CHANGED FOR SEISMIC LOADS. STANDARDS OF THE INTERNATIONAL BUILDING CODE(2015).MINIMUM NAILING,UNLESS OTHERWISE NO ANALYSIS PROVIDED. NOTED,SHALL CONFORM TO TABLE 2304.10.1 OF THE IBC.UNLESS NOTED OTHERWISE,ALL NAILS WOOD WALLS WILL BE CONNECTED TO FOUNDATION SHALL BE COMMON.COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL 32'-0" VOLUNTARILY FOR SEISMIC PERFORMANCE Z IMPROVEMENT. AND ARCHITECTURAL DRAWINGS.PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS i AND LAG SCREWS BEARING ON WOOD. 2'-10" 2V-2" I t f WALL FRAMING-ALL STUDS SHOWN AND NOT OTHERWISE NOTED SHALL BE 2x4 STUDS @ 16"O.C. 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 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 PLANS. BE PROVIDED OVER ALL OPENINGS NOT OTHERWISE NOTED.SOLID BLOCKING FOR WOOD COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW.PROVIDE CONTINUOUS I I I 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, 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"(q\ • _ 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 ARCHITECT AND THE STRUCTURAL ENGINEER. INCH MIN.EMBEDMENT UNLESS INDICATED OTHERWISE.GALVANIZED PLATE WASHERS OF A MIN. OF 3 INCHES BY 3 INCHES BY 1/4 INCH THICK SHALL BE USED ON EACH ANCHOR BOLT.INDIVIDUAL 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. I SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING,DELIVERY,HANDLING, REFER TO THE PLANS AND SHEAR WALL SCHEDULE FOR REQUIRED SHEATHING AND NAILING. STORAGE AND ERECTION IN ACCORDANCE IMTH INSTRUCTIONS PREPARED BY THE SUPPLIER. ' 2X10@16"OC 112X10@t6"OC ' CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES,SEQUENCES OR PROCEDURES REQUIRED TO PERFORM HIS WORK. WOOD FASTENERS: - I A. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: EPDXY-GROUT SHALL BE SIMPSON SET-XP OR APPROVED EQUAL.ALL DRILLED AND GROUTED SIZE LENGTH DIAMETER v REINFORCING BARS OR BOLTS SHALL BE EPDXY GROUTED UNLESS OTHERWISE NOTED.EPDXY 8d 2-3/8" 0.113' c) SHALL BE MIXED,APPLIED AND CURED IN STRICT ACCORDANCE WITH ICC REPORT.ALL PLACEMENT 10d 3° 0.148" 7 2X4 AND CURING SHALL BE CONDUCTED WITH CONCRETE AND AIR TEMPERATURES ABOVE 50 12d 3° 0.148" N \ J DEGREES.APPLY EPDXY ONLY TO CLEAN,DRY CONCRETE.HOLE SIZE SHALL BE IN ACCORDANCE 16d 3" 0.131" LU WITH THE MANUFACTURER'S REQUIREMENTS.PROVIDE POSTIVE PROTECTION SO DOWELS ARE IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS,THEY SHALL SUBMIT NAIL Q b 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 c, DOWELS. APPROVAL. °i • 2X4 E 3 GROUTING REINFORCING BARS AND BOLTS INTO EXISTING CONCRETE SHALL BE ACCOMPLISHED W IT, BY DRILLING HOLES INTO EXISTING CONCRETE.HOLES MAY BE CUT BY EITHER ROTARY _ U rc PERCUSSION DRILLING FOLLOWED BY AIR BLOWOUT WITH OIL-FREE COMPRESSED AIR OR -' Z w DIAMOND CORE BORING FOLLOWED BY WATER FLUSH.THE CONTRACTOR SHALL CHIP AWAY A . W O w SUFFICIENT QUANTITY OF CONCRETE COVER OVER EXISTING REINFORCING TO ASSURE HOLE I 0 ui w LD i LOCATIONS CLEAR EXISTING REINFORCING. © . - - - _ 6X10 DF#1 _ 8"CONCRETE z N m z v STAIR FOUNDATION CC a m w Q WooD STRUCTURAL FLAG NOTES UP® FRAME z W 3 a Y 1 O Y FRAMING LUMBER SHALL BE KILN-DRIED OR MC-15,AND GRADED AND MARKED IN CONFORMANCE 21 2 STUDS MIN,TYP.AT THE END OF BEAMS AND HEADERS G` �� I 4 1- W it z 05 0 0 D WITH W.C.L.B.STANDARD GRADING RULES FOR WEST COAST LUMBER NO.16,LATEST EDITION. O - —r—�—� - — — W w w ¢_ FURNISH TO THE FOLLOWING MINIMUM STANDARDS: S2 ADD FLOOR 2X10 FLOOR JOIST UNDER NEW WALL 2X4 2X4 co ^w U U r� POSTS AND TIMBERS DOUG FIR N0.1 ABOVE UNLESS THERE IS AN EXISTING 2X10 JOIST PRESENT DIRECTLY UNDER WALL REVISION DATE 2x JOISTS AND BUILT-UP EXISTING HOUSE WALLS ARE TO BE CONNECTED TO - MEMBERS DOUG FIR NO.2 S3 FOUNDATION-PLATE TO EXISTING FOUNDATION WALLS N U BEAMS DOUG FIR NO.2 WITH SIMPSON UFP OR SIMILAR CORNER AND AT 6 0•3 p FEET ON CENTER FOR SEISMIC IMPROVEMENT t 0-' io 0 STUDS,PLATES,MISC. N N o Design: DS LIGHT FRAMING DOUG FIR OR HEMFIR STANDARD GRADE g7 i✓ X Drawn: FA vii BOLTED STUDS,LEDGERS S4 ADD BEAM TO SUPPORT REMOVED BEARING WALL N AND PLATES DOUG FIR OR HEMFIR STANDARD GRADE ABOVE-CONTRACTOR VERIFY FRAMING Checked: z _ Project No. F- OD PLYWOOD SHEATHING SHALL BE GRADE C-D,EXTERIOR GLUE OR STRUCTURAL I,EXTERIOR GLUE • • Issuance 0 IN CONFORMANCE WITH THE IBC.ORIENTED STRAND BOARD OF EQUIVALENT THICKNESS, N EXPOSURE RATING AND PANEL INDEX MAY BE USED IN LIEU OF PLYWOOD. PERMIT SET ROOF SHEATHING SHALL BE 15/32"WITH PANEL INDEX 24/0. w FLOOR SHEATHING SHALL BE 23/32"IMTH PANEL INDEX 32/16. Date: 04/05/2017 U co WALL SHEATHING SHALL BE 15/32"WITH PANEL INDEX 24/0. - BASEMENT PLAN AND 1ST FLOOR FRAMING Drawing Title mI REFER TO WOOD FRAMING NOTES BELOW FOR TYPICAL NAILING. SCALE:1/4•=1•-0'. STRUCTURAL c NOTES & BASEMENT PLAN Drawing Number • A2.05A JO ggrnamR:Rr•M1>ROLLOOr ARCHITECTS INC