3716 UPLAND AVE 2018-03-27 - Laserfiche WebLink

4 HOLDOWN SCHEDULE EPDXY HOLDOWN SCHEDULE *FOR HOLDOWNS INSTALLED IN NEW FOUNDATIONS *FOR EPDXY INSTALLATIONS INTO EXISTING CONCRETE Ii ANCHOR THRU BOLTS EMBEDMENT/ MINIMUM ANCHOR FASTENERS TO ,EMBEDMENT MIN. EDGE ti W MODEL BOLT OR STRAP EDGE le de MODEL N E E NAILS SCREWS BOLT POST LENGTH DISTANCE / LENGTH DIST. HDU2–SDS2.5 g" ATR (6) Ya" x 2 SDS 7 2„ 13/4" LSTHD8RJ N/A (24) 10d COMMON 8" EMBED 1Y2" NA NA SCREWS • STHD1O/RJ N/A (28) 16d COMMON 10" EMBED 1Y2" NA NA HDU4–SDS2.5 8" ATR (10) Ya" x 2 SDS 7 1" 13/4" C SCREWS N co (30) 10d COMMON 34" ± CLEAR CENTER ON I I + F.)CS14 N/A IN SINGLE STUD SPAN RIM JOIST NA NA HOLDOWN NOTES 0 o (54) 10d COMMON HOOK TO 1. ALL–THREAD BOLTS SHALL CONFORM TO ASTM A307. U MSTC48B3 N/A 447/$" BEAM NA NA 0 N IN DOUBLE STUD BELOW "a 2. MINIMUM CONCRETE COMPRESSIVE STRENGTH ec = 2500 PSI. MINIMUM WALL THICKNESS IS 8". `r HOLDOWN NOTES < 1 .ALL–THREAD BOLTS SHALL CONFORM TO ASTM A307. 3. ALL HOLDOWNS REQUIRE A (2) 2x POST UNLESS NOTED OTHERWISE. WHERE w,– U HOLDOWNS ARE INSTALLED INTO THE WIDE FACE OF THE STUD, STUDS MUST BE ,- H NN 2. MINIMUM CONCRETE COMPRESSIVE STRENGTH f'c = 2500 PSI STITCH NAILED TOGETHER w/ 16d SINKERS STAGGERED © 4" o/c. w �orj 3. ALL HOLDOWNS REQUIRE A (2) 2x POST UNLESS NOTED OTHERWISE. HDU11 AND HHDQ14 4. MINIMUM EDGE DISTANCE IS FOR FORMED CONCRETE EXPOSED TO WEATHER OR Q) vo N REQUIRE A 4x6 D F# 2 MINIMUM POST SIZE, U.N.O. WHERE HOLDOWNS ARE INSTALLED INTO SOIL. FOR CONCRETE CAST AGAINST SOIL PROVIDE 3" CLEAR TO ANCHOR BOLT. n cL_70 THE WIDE FACE OF THE STUD, THE STUDS MUST BE STITCH NAILED TOGETHER W/ 16d No 6 SINKERS STAGGERED © 4" 0/C. 5. NAILS/SCREWS TO HOLDOWN POST SHALL BE PER MANUFACTURER'S ° N SPECIFICATIONS. N UJ N 4. MINIMUM EDGE DISTANCE IS FOR FORMED CONCRETE EXPOSED TO WEATHER OR SOIL. FOR CONCRETE CAST AGAINST SOIL PROVIDE 3" CLEAR TO ANCHOR BOLT. 6. WHEN FIELD CONDITION BECOME LESS THAN MINIMUM SHOWN, CONTACT ENGINEER I . w PRIOR TO PROCEEDING. 0 z 5. NAILS/SCREWS TO HOLDOWN POST SHALL BE PER MANUFACTURER'S SPECIFICATIONS. i 7. ALL HOLDOWN BOLTS MUST BE RE–TIGHTENED JUST PRIOR TO ENCLOSING SECOND + 6. ALL HOLDOWN BOLTS MUST BE RE–TIGHTENED JUST PRIOR TO ENCLOSING 2ND SIDE OF SIDE OF WALL. U) WALL. 8. HOLDOWNS MAY BE ATTACHED TO EXISTING CONCRETE USING SIMPSON 'SET–XP' O HIGH STRENGTH EPDXY. SIZE AND EMBED PER CHART. ICBG REPORT NO. ER-5279. DRILL ANCHOR BOLT HOLES Ys" LARGER THAN ANCHOR BOLT DIAMETER. W CD1—iJO / N ISI Q J111011111.1r.---- nna�30" min. 'REBAR � � / Q LENGTH -'='y\ IiI Q ONE #4 REBAR _J IN SHEAR CONE (12" MIN. REBAR LENGTH) POST PER F.— LENGTH) HOLDOWN PER III l- 1/2" MIN. (2-2x MIN) PLAN (HDQ8 m LLJ FROM CORNER ,. , ,) Q (Y ALL–THREAD ROD, DIAMETER (Y h- L�_i O STHD INTAI I ATIC)N WEB STIFFENER INSTALLED SNUG AND EMBEDMENT PER W N) FOR I–JOISTS. NO STIFFENERS �� SCHEDULE o Lu REVD FOR SOLID SAWN. PLACE �� BOTTOM PLATE PER 2x6 SQUASH BLOCK EA SIDE OF :� SHEARWALL SCHEDULE DIAPHRAGM EDGE NAILING INTO JOIS% T. WHERE OVER DOES NOT , II'` A LINE UP JOIST, USE RIM JOIST OR BLOCKING ��-�� PER PLAN. SOLID BLOCKING ALIGNED w/ LOWER SQUASH BLOCK EQUAL TO WIDTH �7 SHEARWALL OF HD POST ABOVE (4x MIN). ,IF = PRESSURE TREATED SILL PLATE SIMPSON TS22 ONE �I` _ PER SHEARWALL SCHEDULE. SHEARWALL PER PLAN SIDE TO WALL / BEAM STEM WALL AND BELOW 4 mm"'" ''' '_ FOOTING PER PLAN. <a EMBEDMENT 4 _ " LENGTH ,, d HOLDOWN STRAP PER I1 gm oda QJ PLAN. I: < �- , e� Drawn By: CCC LTP4 PER SHEARWALL JOIST/BEAM PER PLAN Checked By: CCC SCHEDULE Date: 11-26-14 LOWER SHEARWALL PER PLAN SDA JOB NO. 742 RJOIST w/ HOLDOWN 3 - OLDOWN NSTALLATION INTO STRUCTURAL ,,, } ®CANTILEVEEDEDEXISTINGFOUNDATION DETAILS S- L. 0 1 ,