2127 WETMORE AVE 2017-09-25 - Laserfiche WebLink

HOLDOWN SCHEDULE *FOR HOLDOWNS INSTALLED IN NEW FOUNDATIONS SHEARWALL SCHEDULE (CDX) UIN THRU BOLTS EMBEDMENT MINIMUM SILL PLATE & CONN. 0 BOTTOM/TOP PLATEANCHOR MARK SHEATHING EDGE NAILING FIELD NAILING MODEL OR STRAP EDGE le de FND CONN. BOLT NAILS/SCREWS LENGTH DIST. TP4 @ 2O'' _O_/C �" � A.B.AB- ® 48" 0/C LSTHD8RJ N/A (24) 10d COMMON 8" EMBED 1Y2" NA NA N FACEONE 8d 0 6" 0/C 8d ® 12" O/C W/ 2x SILL PLATE W/ 2x BOTTOM STHD10/RJ N/A (28) 16d COMMON 10" EMBED 1Y2" NA NA ,� � LTP4 ®A14E 0/C � co 2 CDX ONE 8d ® 4" 0 C Sd ® 12" 0 G 0 A.B. 0 36" O/C 1 0 A307 A / / W 2x BOTTOM o (30)SDSY4 x 2)2 FACE W/ 2x SILL PLATE / PLATE 0 HDU11–SDS2.5 ROD w/ 2'.' 35" EMBED 13/4" 10" 15' ' SCREWS g�, 10d ® 12" s � 0 WASHER 0 X32' CDX ON 10d ® 2" 0/C �" A.B. ® 20" 0/C LTP4 2 7" 0/C W/ 0O N (30) 10d COMMON 34" + CLEAR CENTER ON FACE O/C W/ 3x SILL PLATE 3x BOTTOM PLATE ,ri CS14 N/A IN SINGLE STUD SPAN RIM JOIST NA NA >`t N SHEARWALL NOTES Q ¢M XE HOEDOWN NOTES. a� i < 0 1. ALL–THREAD` BOLTS SHALL CONFORM TO ASTM A307. 1. ALL STUDS, BLOCKING, TOP AND BOTTOM PLATES SHALL BE HEM–FIR NO. 2 UNLESS NOTED w E)L, OTHERWISE ON PLANS. ALL SHEATHING EDGES MUST BE BACKED WITH 2x OR WIDER FRAMING -04 2. MINIMUM CONCRETE COMPRESSIVE STRENGTH f'c 2500 PSI (SEE NOTE. #3): _ L� U) Y Q 2. SHEATHING MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY, ALL SHEARWALL Q) 3 0)v 3. ALL HOLDOWNS REQUIRE A (2).2x POST UNLESS NOTED OTHERWISE. HDU11 AND HHDQ14 SHEATHING MUST EXTEND TO THE. OUTISDE EDGE OF ALL HOLDOWN POSTS AND CORNERS, AND Q 0 3 REQUIRE A 4x6 D F# 2 MINIMUM POST SIZE, U.N.O. WHERE HOLDOWNS ARE INSTALLED INTO TO THE.INSIDE EDGE OF FRAMING AROUND OPENINGS. N.z of THE WIDE FACE OF THE STUD, THE STUDS MUST BE STITCH NAILED TOGETHER W/ 16d OD SINKERS STAGGERED ® 4" 0/C. 3. WHERE SHEATHING NAILING IS SHEARWALL SHEARWALL #4 AND GREATER, ALL FRAMING w N MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE .LESS THAN A 4. MINIMUM EDGE DISTANCE 1S FOR FORMED CONCRETE EXPOSED TO WEATHER OR SOIL. FOR SINGLE' 3-INCH NOMINAL MEMBER. ADDITIONALLY, WHERE SHEARWALLS ARE SHEATHED ON CONCRETE CAST AGAINST SOIL PROVIDE 3" CLEAR TO ANCHOR BOLT. BOTH FACES, ALL STUDS AND PLATES' RECEIVING EDGE NAILING FROM BOTH FACES MUST BE A U_ z SINGLE 3-INCH NOMINAL MEMBER OR PANEL JOINTS MUST BE OFFSET. (2)2x MAY BE 0 5. NAILS/SCREWS TO HOLDOWN POST SHALL BE PER MANUFACTURER'S SPECIFICATIONS. SUBSTITUTED FOR A SINGLE 3x MEMBER PROVIDED THE STUDS ARE STITCH NAILED TOGETHER a- 6. 6. ALL HOLDOWN BOLTS MUST BE RE–TIGHTENED JUST PRIOR TO ENCLOSING 2ND SIDE OF w/ 10d NAILS STAGGERED ® 6o/c FROM EACH SIDE. C/) WALL. 4. SHEARWALL NAILING CRITERIA IS BASED ON TABLE 2306.4.1 OF THE INTERNATIONAL BUILDING CODE. VALUES ARE BASED ON OSB SHEATHING w/ HEM-FIR NO. 2 FRAMING AND COMMON NAILS. HOLDOWN POST. SEE 5. HOLDOWNS AND OTHER CONNECTIONS MAY BE REQUIRED AT THE ENDS OF MANY Z. HOLDOWN SCHEDULE OR LENGTH OF FOR DOUBLE SIDED SHEARWALLS. SIZES AND LOCATIONS OF THESE CONNECTORS ARE INDICATED ON THE PLANS. O PLAN FOR MINIMUM SHEARWALL SHEARWALLS, THE SHEATHING REFER TO THE APPROPRIATE DETAILS AND/OR HOLDOWN SCHEDULE FOR ADDITIONAL REQUIREMENTS ON EACH FACE MUST EXTEND INFORMATION REGARDING ANCHOR BOLTS, EMBEDMENT LENGTH, ETC. WHERE Z 2x's ARE CONTINUOUS BETWEEN O w USED AS A HOLDOWN POST, SHEARWALL EDGE NAILING MUST BE STAGGERED INTO EACH — > N MEMBER OF THE POST. Q 00 wrn # OPENING PER PLA # 6. ANCHOR_BOLTS MUST BE EMBEDDED A MINIMUM OFT INTO CONCRETE 0R GROUTED,CMU, Q . LOCATION OF AND SHALL BE PLACED TO PROVIDE A MINIMUM OF 2" COVERPROVIDE 3" COVER FOR HOEDOWN TO BE STHDI4RJ CONCRETE CAST AGAINST SOIL. A 3X3X.229" PLATE WASHER IS REQUIRED. THE PLATE WASHER Z w INSTALLED SHAL EXTEND TO WITHIN Y2 OF THE EDGE OF THE BOTTOM PLATE ON THE SHEATHED SIDE. O 3: H' TYPE OF HOEDOWN. TO BE FOR 2X6 WALLS SHEATHED ON BOTH SIDES, THE PLATE WASHERS MAY BE STAGGERED, OR (n Ld Ln w INSTALLED YOU CAN USE 4 Y2 X4 y2 X .220" WASHER CENTERED ON THE PLATE w SHEARWALL DESIGNATION.– SEE > SHEARWALL SCHEDULE FOR. FRAMING 7. ALL MACHINE BOLTS SHALL BE, ASTM A307 OR BETTER. HILTI KWIK BOLTS/SIMPSON TITEN N NAILING AND ANCHORAGE HD BOLTS OF THE SAME DIAMETER AS SHOWN IN THE SHEARWALL SCHEDULE MAY BE Q REQUIREMENTS SUBSTITUTED FOR ANCHOR BOLTS.INTO EXISTING CONCRETE. BOLTS SHALL BE EMBEDDED A LATERAL MARKING LEGEND MINIMUM OF 33/4 INTO EXISTING CONCRETE. 8. ALL 'NAILS AND CONNECTORS IN CONTACT WITH PRESSURE.TREATED WOOD (EXCEPT FOR BORITE TREATED WOOD) MUST BE HOT DIPPED GALVANIZED OR STAINLESS STEEL TO RESIST CORROSION.. o�W�Niti�p 9. WIRE STAPLES MAY BE SUBSTITUTED FOR NAILS IN SHEAR PANELS. �T 2 10. NAILS MUST BE STAGGERED WHEN SPACED AT 2" O/C. j; z 983 EXPIRES aw y: CHRIS Checked By.CHRIS Dater 11-07-13 . • f SDA JOB NO. 7158 STRUCTURAL DETAILS s- 2o