3310 NASSAU ST 2022 Plans 2022-11-28

(THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED OTHERWISE ON DRAWINGS) CODE GENERAL ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (IBC), 2018 EDITION. SPECIFICATIONS AND STANDARDS CONSTRUCTION. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS FOR COMPATIBILITY BEFORE WHERE REFERENCED ON THE DRAWINGS ARE TO BE THE LATEST EDITION. PROCEEDING. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING. DESIGN LOADS CONTRACTOR TO SEE ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION OF PIPE, VENT, DUCT AND OTHER EARTHQUAKE LOADS: OPENINGS AND DETAILS NOT SHOWN ON THESE DRAWINGS. EQUIVALENT LATERAL FORCE PROCEDURE PER ASCE 7-16 SECTION 12.6. CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTION STABILITY AND TEMPORARY SHORING AS NECESSARY UNTIL PERMANENT SUPPORT AND STIFFENING ARE INSTALLED. SITE CLASS (ASSUMED) D SHORT PERIOD SPECTRAL RESPONSE ACCEL (SS) 1.265 CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ONE SECOND SPECTRAL RESPONSE ACCEL (SI) 0.449 ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS SHORT PERIOD DESIGN SPECTRAL RESPONSE ACCEL (SDS) 1.012 ONLY WILL NOT SATISFY THIS REQUIREMENT. ONE SECOND DESIGN SPECTRAL RESPONSE ACCEL (SDI) 0.440 RISK CATEGORY 11 DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SEISMIC IMPORTANCE FACTOR 00 1.0 SPECIFICALLY INDICATED BUT ARE OF A SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF SEISMIC DESIGN CATEGORY D CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL BASIC SEISMIC FORCE -RESISTING -SYSTEM LIGHT WOOD FRAMING SHEAR WALLS ENGINEER. RESPONSE MODIFICATION FACTOR, (R) 6.5 REDUNDANCY FACTOR (p) 1.0 SEISMIC RESPONSE COEFFICIENT (CS) 0.156 W = TOTAL SEISMIC DEAD LOAD AS DEFINED PER ASCE 7-16 SECTION 12.7.2. BASE SHEAR (V), V = CSW = S°S W WIND LOADS: BASIC WIND SPEED (3 SECOND GUST) 98 MPH EXPOSURE C Kn 1.0 STATEMENT OF SPECIAL INSPECTIONS SPECIAL INSPECTIONS ARE NOT REQUIRED. STRUCTURAL OBSERVATION OF THE STRUCTURAL SYSTEM BY THE ENGINEER IS NOT REQUIRED. NAILS, BOLTS, AND METAL CONNECTORS FOR WOOD ALL NAILS SHALL CONFORM TO THE STANDARDS SET FORTH BY THE NATIONAL DESIGN STANDARDS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION, NAILING NOT SPECIFIED SHALL BE PER IBC TABLE 2304.10.1 NAILING SCHEDULE. ALL NAILS CALLED OUT ON PLANS SHALL BE COMMON NAILS UNLESS NOTED OTHERWISE AND SHALL MEET OR EXCEED THE FOLLOWING MINIMUM GUIDELINES: OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. LEAD HOLES FOR LAG BOLTS SHALL BE BORED FOR THE SHANK AND THREADED PORTIONS PER + F' CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, CATALOG TO BE THE LATEST EDITION, OR ENGINEER APPROVED EQUAL. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND WITH THE NUMBER AND SIZE OF FASTENERS AS SPECIFIE BY THE MANUFACTURER. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS SCREWS, OR BOLTS IN EACH MEMBER. INSTALL SOLID BLOCKING AT ALL BEARING POINTS. ALL SHIMS SHALL BE SEASONED, DRIED, AND THE SAME GRADE AS MEMBERS CONNECTED. UNLESS NOTED OTHERWISE, STEEL CONNECTORS IN CONTACT WITH TREATED WOOD SHALL BE GALVANIZED ACCORDING TO THE FOLLOWING TABLE: GALVANIZATION �R r H��i fia$ daa if• -F o-"ss�' SCHEDULE NAILS OR BOLTS ANCHOR BOLT Y_STUD (SEE NOTE�I(11) CAPACITY 16d EA END NOTES: 1. REFER TO THE LATEST SIMPSON STRONG -TIE CATALOG FOR ADDITIONAL INSTALLATION REQUIREMEN 2. REFER TO DETAIL 3/S2.2 FOR INSTALLATION OF MST FLOOR TO FLOOR STRAPS. REFER TO DETAIL 6/S2. FOR .A OF MST STRAP TO BEAM. 3. AT ALL HOLDOWN CHORDS, PROVIDE PANEL EDGE NAILING PER SHEAR WALL SCHED. 4DETAIL FOR r OF HOLDOWN AT FOUNDATION. APA-RATED MIN AT AR WALL RIM JOIST OR TE PLAFRAMING NAILINGI SILL PLATE FOUNDATION SHEATHING ADJOINING PANEL NAILING '#4� B-_EDG BOLT TOSLAB R BELOW- F r N l .d OR A35�' it •_ a % k •FLATy e •. • .! O.. �I I 3x STUD AND i 1 x 2 it P•Rf + r . B i� �� _ i i r1 A •- REFER TO THE TYPICAL SHEAR WALL DETAIL. 2. THE VALUES TABLE ARE APPROPRIATE M •iP._ FOR GRADE STUDS AND - GRADE PLATES it RIM/BLOCKING. 3. NAILS AT ADJOINING PANELEDGES SHALL BE STAGGERED EACH SIDE OF THE COMMON 4. WHERE PANELS ARE APPLIED ON BOTH FACES OF A WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS, OR FRAMING SHALL BE 3x AT ADJOINING PANEL EDGES AND NAILS SHALL BE STAGGERED. i r3 OC. 6. NOTE THAT 3x FRAMING MAY BE USED IN LIEU OF (2) 2x FRAMING SPECIFIED IN TABLE. 7. INTERMEDIATE FRAMINGTO BE i D NAILING OC MAXIMUM. PROVIDE8. AT ALL 5/8"0 SILL PLATE ANCHOR BOLTS, INSTALL 1/4" x 3" x 3" PLATE WASHERS. EDGE OF PLATE WASHER SHALL BE WITHIN 1/2" OF SHEATHED EDGE. FOR DOUBLE SIDED SHEAR WALLS, USE WIDER PLATE WASHERS AS REQUIRED TO MEET THIS REQUIREMENT. 9. i MINIMUM OF FOR }: INTO FOUNDATION firSTEM ,. 10. 7/16" SHEATHING MAY BE USED IN PLACE OF 15/32" SHEATHING PROVIDED ALL STUDS ARE SPACED 16" OC OR PANELS ARE APPLIED WITH LONG DIMENSION • •STUDS. 04/ I4/ 22 vivf4fillwoliw 3 �I D D DRAWN: a; ;j CHECK: JG(c, JOB NO: • .- f 3 ` S x• x lo AllMagul