3716 UPLAND AVE 2018-03-27 - Laserfiche WebLink

I GENERAL Q Q HOLDOWN POST l PER PLAN. (2)2x 1. ALL MATERIALS AND WORKMANSHIP SHALLCONFORM TO THE }I I} MINIMUM- -- CONTRACT DRAWINGS. MSTC48B3 STRAP o- iPER PLAN �ci N E� 2. DURING THE CONSTRUCTION PERIOD THE CONTRACTOR SHALL BE SD. - RESPONSIBLE FOR THE SAFETY OF THE BUILDING. THE CONTRACTOR o- o- SHALL PROVIDE ADEQUATE SHORING, BRACING AND GUYS IN START NAILS 1Y2" UP ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL SAFETY FROM END OF STUD cn ORDINANCES. ANY DEVIATION MUST BE APPROVED PRIOR TO ERECTION. O U o - 3. ALL ERECTION PROCEDURES SHALL CONFORM TO OSHA STANDARDS. } ANY DEVIATION MUST BE APPROVED BY OSHA PRIOR TO ERECTION. (5)16d NAILS FROM FACE NAIL'. o `n KING STUD TO O 4. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL HEADER � Lo ; Lo CONSTRUCTION PROCEDURES INCLUDING LAGGING, SHORING AND BEAM PER PLAN a NN PROTECTION OF ADJACENT PROPERTY, STRUCTURES, STREETS AND 16d @ 8" o/c FROM Q r1 x E UTILITIES IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL . O I KING STUD TO TRIM MSTC48B3 STRAP EACH r I < 0 SAFETY ORDINANCES. STUD END OF BEAM UI w CV Cn CD U 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THEIL' TRIM STUD/POST PER PLAN. (2)2x (f Y Q,,o 5 WORK OF ALL TRADES AND SHALL CHECK ALL DIMENSIONS. ALL N MINIMUM. SEE PLAN FOR HOLDOWN N o N m DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER a .• REQUIREMENTS AT BASE n 0 3 AND BE RESOLVED BEFORE PROCEEDING WITH THE WORK. N °' 0HOLDOWN AT BEAU 0 �W 6. SHOP DRAWINGS FOR PREFABRICATED TRUSSES, STRUCTURAL STEEL, a in AND MANUFACTURED FLOOR JOISTS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO FABRICATION. +-, w U z 7. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF 0 oI CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED A DOUBLE TOP PLATE W/ EDGE NAILING o_ BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS ©AND PLANN PER SCHEDULE DOUBLE STUD Ci) OF CONSTRUCTION SHALL BE USED SUBJECT TO REVIEW BY THE (STAGGER) AND (HDQ8-SDS3 OR PER PLAN Ci) ENGINEER. ©SHEARWALL EDGE NAILING AT ALL PANEL SHOWN) STRAP PER PLAN EDGES. BLOCKING AT ALL PANEL EDGES OHI COORDINATE ALL STUD CENTER BETWEEN 8. ALL DETAILS DESIGNATED AS STANDARD OR TYPICAL SHALL OCCUR IN ©EDGE NAIWHERE LING TOLE.HOLDOWN POST (FULL SHEDPLATE SIZES w/ARWALL SCHEDULE ADDITION TO ANY OTHER SPECIFIC DETAIL CALLED OUT. II! FLOORS. HEIGHT) STAGGER INTO DOUBLE STUDS REQUIREMENTS Li hr) 9. COORDINATE WITH MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS OD STUDS @ 16" ON CENTER 0 EDGE NAILING TO POSTS, U W O FOR SIZE AND LOCATION OF ALL OPENINGS REQUIRED FOR DUCTS, PIPES, TRIM STUDS, AND KING CLEAR SPAN : ©PRESSURE TREATED SILL PLATE WITH NO NAILS CN PIPE SLEEVES, ELECTRICAL CONDUITS, AND OTHER ITEMS TO BE EDGE NAILING AND ANCHOR BOLTS PER STUDS REQUIRED 1 1 1 Q C WORK. EMBEDDED IN CONCRETE OR OTHERWISE INCORPORATED IN STRUCTURAL SHEARWALL SCHEDULE. 0 BEARING STUD FOR Imi—� _— O TOP PLATE SPLICE NAILING TO BE (8) 16d HEADER — n 10. PROVIDE OPENINGS AND SUPPORTS, AS REQUIRED PER STANDARD SINKERS (MIN). LAP 48" MINIMUM. / Q DETAILS FOR HEATERS, MECHANICAL EQUIPMENT, VENTS, DUCTS, PIPING, CENTER SPLICE ON STUD. FLOOR FRAMING W < ETC. ALL SUSPENDED MECHANICAL EQUIPMENT SHALL BE SWAY OR STD. SHEARWALL ELEVATION W/0 RIS PER PLAN n' III LATERALLY BRACED. DOUBLE STUD (1 11. ARCHITECTURAL AND MECHANICAL PLANS ARE CONSIDERED A PART SCALE: Y2"=1'-0" OR PER PLAN LiH— OF THE STRUCTURAL DESIGN DRAWINGS AND ARE TO BE USED TO DEFINE COC0 LI_J DETAIL CONFIGURATIONS INCLUDING; BUT NOT LIMITED TO RELATIVE LOCATION OF MEMBERS, ELEVATIONS, DIMENSIONS AND LOCATIONS OF ®FLOOR TO FLOOR STRAP ALL OPENINGS, ETC. I I I BREAK SHEATHING ON PLATE AS NOTE: THE LTP4 AND THE BREAK SHEATHING ON PLATE AS SHOWN. SEE NOTE FOR ALTERNATE. 3x BOTTOM PLATE MAY SHOWN. SEE NOTE FOR ALTERNATE. BE ELIMINATED FOR THE SHEAR CONNECTION FOR SHEARWALL PER PLAN DIAPHRAGM EDGE NAILING INTO SHEARWALL PER PLAN SHEARWALL #'S 1-5 IF RIM JOIST (10d 0 6" o/c MIN) (WHERE SPECIFIED) I DIAPHRAGM EDGE NAILING (WHERE SPECIFIED) SHEARWALL EDGE NAILING 1 INTO RIM JOIST (10d Q 6" THE SHEATHING FROM THE SHEARWALL EDGE NAILING 16d NAIL EACH BLOCK (USE SDSY4"x4/2" SCREW c MIN) SHEAR WALL IS BROKEN (WHERE APPLICABLE) FOR 3x BOTTOM PLATES) o (WHERE APPLICABLE) d NAIL EACH JOIST ONLY AT THE CENTER OF 16LTP4 FROM BOTTOM PLATE TO c TRUSS PER PLAN LTP4 FROM BOTTOM PLATE TO THE RIMJOIST AND NAILED 2 BAYS OF JOIST BLOCKING @ 48" o/ RIM JOIST PER SCHEDULE (AT NSE SDSYa'x4Y2" SCREW TO THE RIMJOIST W/ (2) RIM JOIST PER SCHEDULE (AT 1p w/ (3)10d NAILS INTO EACH B OCK FOR 3x BOTTOM PL'TES) SHEARWALL ONLY) ie—_ 8d @ 6" 0 C INTO BLOCKING SHEARWALL ONLY) g*' ROWS OF PANEL EDGE ter- n��-�"°��-�� / LPT4 FROM RIM JOIST • • NAu INC LPT4 FROM RIM JOIST TO TOP PLATE PER TO TOP PLATE PER IWO= H1 CLIP EACH:\ --'''''''''''''''SCHEDULE (AT SCHEDULE (AT TRUSS (24" 0/CSHEARWALL ONLY) �� SHEARWALL ONLY)�� 1�' _ MAX,.......... @� `- SHEARWALL EDGE NAILING , FLOOR FRAMING PER PLAN �� SHEAR WALL EDGE NAILING JOIST PER PLAN (I-JOIST . Drawn By: CCC (WHERE APPLICABLE) (I-JOIST SHOWN, SOLID SAWN (WHERE APPLICABLE) SHOWN, SOLID SAWN SIMILAR) I Checked By: CCC SHEARWALL PER PLAN Ya' RIM JOIST (MINIMUM) SHEARWALL PER PLAN / SIMILAR) VENTILATION MAY BE (WHERE SPECIFIED) (WHERE SPECIFIED)) REQ'D AT BLOCKING. Date: 11-26-14 (2)16d NAILS EACH JOIST 1Y." RIM JOIST (MINIMUM) \NALL PER PLAN - VERIFY METHOD W/ TO TOP PLATE A34 FROM BLOCKING TO TOP PLATE NAIL SHEATHING ENGINEER PRIOR TO SDA JOB N0. INTO EA MEMBER OF CONSTRUCTION. BIRD 7 421 OJOIST PERPENDICULAR JOIST PARALLEL TOP PLATE A OB BLOCKING IS ACCEPTABLE. STRUCTURAL ®FLOoR JOIST/SHEARWALL CONNECTION ROOF/SHEARWALL CONN. DETAILS L. , e