4703 GREELY ST 2025-09-30 - Laserfiche WebLink

WALL PER PLA HOLDOWN SCHEDULE SILL PLATE AND ANCHOR (2) LAYERS OF 90# *FOR HOLDOWNS INSTALLED IN NEW FOUNDATIONS BOLTS PER SHEARWALL FELT OR EQUIVALENT THRU BOLTS SCHEDULE. (USE 2x6 P.T. SILL LAB PER PLAN MODEL ANCHOR OR STRAP EDGE le de EMBEDMENT/ MINIMUM s PLATE W/ %" 0 J-BOLTS ® BOLT I x e ti4 48" O/C MIN.) NAILS/SCREWS LENGTH DIST. , BACKFILL W/ POROU STHD8/RJ N/A (24) 10d COMMON 8" EMBED 1J�" NA NA MATERIAL (TYP) CS14 N/A (30) 10d COMMON 34" + CLEAR CENTER ON NA NA 6„ t °. I IN SINGLE STUD SPAN RIM JOIST U TRUSS PER PLA -1 ° MSTC48B3 N/A (N4 10d COMMONE STUD 443j H BEAM TRUSSO NA NA BELOW 8d ® 6" O/C INTO BLOCKIN FROST DEPTH FDN PER PLAN ^ H1 CLIP ® EAC� (18" MIN) HOLDOWN NOTES U TRUSS (24" 0/C �.• 1. ALL-THREAD BOLTS SHALL CONFORM TO ASTM A307. MA 30" MIN. 2. MINIMUM CONCRETE COMPRESSIVE STRENGTH f'c = 2500 PSI. MINIMUM WALL >ON p o 4" 0 PERFORATED PLASTIC OOTING PER REBAR ;=''" THICKNESS IS 8". Q t 0 VENTILATION MAY BE PIPE. CENTER IN ONE CUBI LENGTH �: [C rn REQ'D AT BLOCKING. FOOT OF FREE DRAINING PLAN ONE #4 REBAR 3. ALL HOLDOWNS REQUIRE A (2) 2x POST UNLESS NOTED OTHERWISE. HDU11 AND y Q"� WALL PER PLAN - VERIFY METHOD W/ GRAVEL AND DRAIN TO IN SHEAR CONE HHDQ14 REQUIRE A 6x6 D F# 2 MINIMUM POST SIZE, U.N.O. WHERE HOEDOWNS ARE �_ cJ > NAIL SHEATHING ENGINEER PRIOR TO APPROVED OUTFACE. (12"MIN. REBAR INSTALLED INTO THE WIDE FACE OF THE STUD, THE STUDS MUST BE STITCH NAILED (n 0 INTO EA MEMBER OF CC-- TOP PLATE CONSTRUCTION. BIRD LENGTH) TOGETHER W/ 16d SINKERS STAGGERED ® 4" O/C. Q) BLOCKING IS 1/2" MIN. (p ACCEPTABLE. FROM CONER 4. MINIMUM EDGE DISTANCE IS FOR FORMED CONCRETE EXPOSED TO WEATHER OR �j >Z 3 SOIL. FOR CONCRETE CAST AGAINST SOIL PROVIDE 3" CLEAR TO ANCHOR BOLT. — PO w 3 PROOF/SHEARWALL CONN. nFNDN/SHEARWALL CONN STHD INSTALLATION 0 G scnLt: .=i-0 3 5. NAILS/SCREWS TO HOLDOWN POST SHALL BE PER MANUFACTURER'S SPECIFICATIONS. +, 6. WHEN FIELD CONDITION BECOME LESS THAN MINIMUM SHOWN, CONTACT ENGINEER U PRIOR TO PROCEEDING. 4- 7. ALL HOLDOWN BOLTS MUST BE RE-TIGHTENED JUST PRIOR TO ENCLOSING SECOND (n 16d ® EA BLOCK AND ® 12" O/C SIDE OF WALL. _ SHEARWALL EDGE NAILING SHEARWALL EDGE NAILING INTO RIM. WHERE 3x BOTTOM TO BOTTOM PLATE 16d ® EA JOIST. WHERE 3x TO BOTTOM PLATE PLATE IS REQ'D, USE SIDS Y4x4 Yt PRESSURE TREATED SILL PLATE PER BOTTOM PLATE IS REQ'D, PRESSURE TREATED SILL PLATE SCREWS SHEARWALL SCHEDULE. USE 2x6 USE SDSY4x4Yt SCREW. PER SHEARWALL SCHEDULE. USE LOCKING ® 48" O/C W/ >. m W/ A.B. ® 48" O/C (MIN) 2x6 W/ A.B. ® 48" O/C (MIN) (3) 10d NAILS LTP4 PER SHEARWALL SCHEDULE LTP4 PER SHEARWALL SCHEDULE POST PER HOEDOWN PER SHEARWALL EDGE NAILING SHEARWALL EDGE NAILIN PLAN/SCHEDULE TO SILL PLATE TO SILL PLATE (2-2x MIN) PLAN (HDQB o 0 ) VI t ALL-THREAD ROD, DIAMETER o w 6" JOIST PER PLAN (I-JOIST SHOWN) 6" ° JOIST PER PLAN (I-JOIST SHOWN) WEB STIFFENER INSTALLED SNUG AND EMBEDMENT PER z u: FOR I-JOISTS. NO STIFFENERS SCHEDULE ;. '-_FDN PER PLAN FDN PER PLAN REQ'D FOR SOLID SAWN. PLACE BOTTOM PLATE PER 18" 18 2x6 QUASH BLOCK EA SIDENOF SHEARWALL SCHEDULE _ LINE UP OVER JOIST, USE RIM JOIST OR BLOCKING A - SQUASH BLOCK EQUAL TO WIDTH PER PLAN. OF HD POST ABOVE (4x MIN). PRESSURE TREATED SILL PLATE FTG PER PLAN •� STEMPER SWALL AND HEARWALL SCHEDULE. W_ FTG PER PLAN FOOTING PER PLAN. ~ r� 4" 0 PERFORATED PLASTI 4" 0 PERFORATED PLASTI T-- �• a. PIPE. CENTER IN ONE CUBIC *BREAK SHEARWALL PIPE. CENTER IN ONE CUBIC EMBEDMENT •' ° a � �N FOOT OF FREE DRAINING FOOT OF FREE DRAINING LENGTH ' „ a- >-m SHEATHING ® BOTTOM OF GRAVEL AND DRAIN TO GRAVEL AND DRAIN TO U w APPROVED OUTFALL. SILL PLATE APPROVED OUTFALL. "'°' •°.. w 3 JOISTS PERPENDICULAR JOISTS PARALLEL O 4 EXT. WALL FOUNDATION CONNECTION 5 HOLDOWN INSTALLATION INTO EXISTING FOUNDATION cJn �> J w ry Q U BREAK SHEATHING ON PLATE AS BREAK SHEATHING ON PLATE AS SHOWN. SEE NOTE FOR ALTERNATE. NOTE: THE LTP4 AND THE 3x SHOWN. SEE NOTE FOR ALTERNATE. Z BOTTOM PLATE MAY BE ELIMINATED FOR THE SHEAR SHEARWALL PER PLAN DIAPHRAGM EDGE NAILING INTO RIM Gov o SHE(A�RHERE SPECIFIED) DIAPHRAGM EDGE NAILING INTO RIM CONNECTION FOR SHEARWALL (WHERE SPECIFIED) JOIST (10d ® 6WALL PER PLAN " o/c MIN) q;`�woF(W�;. 4,0T0 o_ JOIST (100 ® 6" o/c MIN #'S 1-5 IF THE SHEATHING SHEARWALL EDGE NAILING 16d NAIL EACH BLOCK USE SDSY4"x4Ys' SHEARWALL EDGE NAILING ) ( t7 FROM THE SHEARWALL IS w (WHERE APPLICABLE) 16d NAIL EACH JOIST (USE BROKEN ONLY AT THE CENTER (WHERE APPLICABLE) SCREW FOR 3x BOTTOM PLATES) SDSYa'x4Yt" SCREW FOR 3x BOTTOM OF THE RIMJOIST AND NAILED LTP4 FROM BOTTOM PLATE T 2 BAYS OF JOIST BLOCKING ® 48" o/c 34383 Z LTP4 FROM BOTTOM PLATE PLATES) TO THE RIMJOIST W/ (2) ROWS RIM JOIST PER SCHEDULE (AT w/ (3)10d NAILS INTO EACH BLOCK �rIONAL TO RIM JOIST PER SCHEDULE OF PANEL EDGE NAILING. SHEARWALL ONLY) I A IL CLEAR SPAN (AT SHEARWALL ONLY) LPT4 FROM RIM JOIST TO 17" MAXIMUM LPT4 FROM RIM JOIST T TOP PLATE PER SCHEDULE �NE��L EILY TOP PLATE PER SCHEDULE (AT SHEARWALL ONLY) 30" MIN. (AT SHEARWALL ONLY) JOIST PER PLAN (I-JOIST SHOWN, FLOOR FRAMING PER PLAN (I-JOIST Drown By. CHRIS REBAR SHEARWALL EDGE NAILING SHOWN, SOLID SAWN SIMILAR Checked By..CHRIS LENGTH ; SHEARWALL EDGE NAILING SOLID SAWN SIMILAR) ) Dote:02-22-22 ONE #4 REBAR (WHERE APPLICABLE) Y4" RIM JOIST (MINIMUM) (WHERE APPLICABLE) 1Y4" RIM JOIST (MINIMUM) IN SHEAR CONE SHEARWALL PER PLAN----_ (2)16d NAILS EACH SHEARWALL PER PLAN (12"MIN. REBAR (WHERE SPECIFIED) JOIST TO TOP PLATE (WHERE SPECIFIED) A34 FROM BLOCKING TO TOP PLATE SDA JOB NO. LENGTH) A JOIST PERPENDICULAR B JOIST PARALLEL 9476 1/2" MIN. FROM CONER STRUCTURAL RIMJOIST 'STHD' c4gq JOIST/SHEARWALL CONNECTION DETAILS 6 INSTALLATION cS_ 2. O