4703 GREELY ST 2025-09-30 - Laserfiche WebLink

WALL PER PLAN-,,, HOLDOWN SCHEDULE *FOR HOLDOWNS INSTALLED IN NEW FOUNDATIONS SILL PLATE AND ANCHOR 2) LAYERS OF L90#EN EMBEDMENT MINIMUM � y BOLTS PER SHEARWALL THRU S FELT OR EQUIVALENT SCHEDULE. (USE 2x6 P.T. SILL MODEL ANCHOR OR STRAP EDGE Is de 4 4 LAB PER PLAN �t N 8� PLATE W/ %" 0 J—BOLTS ® BOLT NAILS/SCREWS I LENGTH DIST. 48' O/C MIN.) STHD8/RJ N/A (24) 10d COMMON 8" EMBED 1N, NA NA BACKFILL W/ POROU MATERIAL (TYP) CS14 N/A (3 ) 10d NS COMMON 34" SPANEAR CENTER ENT R ON NA NA STUD RIM U 6" ° TRUSS PER PLA 1° MSTC48B3 N/A IN4DOUBLEOSTUD MMON 44�ib" HBE�W NA NA 8d ® 6" O/C INTO SLOCKIN FROST DEPTH FDN PER PLAN U H1 CLIP ® EAC� (18" MIN) HOLDOWN NOTES TRUSS (24" 0/C 1. ALL—THREAD BOLTS SHALL CONFORM TO ASTM A307. w E MA) U1 >O N p 30" MIN. 2. MINIMUM CONCRETE COMPRESSIVE STRENGTH f'c = 2500 PSI. MINIMUM WALL Q Q N p 4" 0 PERFORATED PLASTIC REBAR •�� '" THICKNESS IS 8". 0 VENTILATION MAY BE PIPE. CENTER IN ONE CUBI OOTING PER LENGTH i %:" 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 — IN SHEAR CONE HHDQ14 REQUIRE A 6x6 D F 2 MINIMUM POST SIZE, U.N.O. WHERE HOLDOWNS ARE _ U 3 > NAIL SHEATHING VERIFY METHOD W/ GRAVEL AND DRAIN TO # N y ENGINEER PRIOR TO APPROVED OUTFACE. (12"MIN. REBAR INSTALLED INTO THE WIDE FACE OF THE STUD, THE STUDS MUST BE STITCH NAILED (n d o INTO EA MEMBER PLATE CONSTRUCTION. BIRD LENGTH) TOGETHER W/ 16d SINKERS STAGGERED 0 4" 0/C. (D `w N TOP PLATE 1/2" MIN. co BLOCKING IS O 0 Z 3 ACCEPTABLE. FROM CONER 4. MINIMUM EDGE DISTANCE IS FOR FORMED CONCRETE EXPOSED TO WEATHER OR O >O 3 SOIL. FOR CONCRETE CAST AGAINST SOIL PROVIDE 3" CLEAR TO ANCHOR BOLT. — n W 2 3 ROOF/SHEARWALL CONN. FNDN/SHEARWALL CONN 'ST INSTALLATION ° Z cn�: •_f'� 3 5. NAILS/SCREWS TO HOLDOWN POST SHALL BE PER MANUFACTURER'S SPECIFICATIONS. 4+ U 6. WHEN FIELD CONDITION BECOME LESS THAN MINIMUM SHOWN, CONTACT ENGINEER 3 PRIOR TO PROCEEDING. L- -i--1 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 NAILIN INTO RIM. WHERE 3x BOTTOM TO BOTTOM PLATE 16d ® EA JOIST. WHERE 3x TO BOTTOM PLATE PLATE IS REQ'D, USE SDS Ax4 h PRESSURE TREATED SILL PLATE PER BOTTOM PLATE IS REQ'D, PRESSURE TREATED SILL PLATE SCREWS } SHEARWALL SCHEDULE. USE 2x6 USE SDSY4x4Xt SCREW. PER SHEARWALL SCHEDULE. USE LOCKING 0 48" O/C W/ m W/ A.B. 0 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 PLAN/SCHEDULE HOEDOWN PER I a SHEARWALL EDGE NAILING SHEARWALL EDGE NAILIN (2-2x MIN) PLAN ()DQS I I I I o N TO SILL PLATE TO SILL PLATE 13 ALL—THREAD ROD, DIAMETER I I Z 5; 6" t JOIST PER PLAN (I—JOIST SHOWN) 6" ° JOIST PER PLAN (1-JOIST SHOWN) WEB STIFFENER INSTALLED SNUG AND EMBEDMENT PER °. ---FDN PER PLAN FDN PER PLAN FOR I—JOISTS. NO STIFFENERS SCHEDULE REQ'D FOR SOLID SAWN. PLACE BOTTOM PLATE PER a 2x6 SQUASH BLOCK EA SIDE OF SHEARWALL SCHEDULE 18" 18^ JOIST. WHERE HD DOES NOT RIM JOIST OR BLOCKING LINE UP OVER JOIST, USE PER PLAN. SQUASH BLOCK EQUAL TO WIDTH PRESSURE TREATED SILL PLATE \Epw 1 4 . OF HD POST ABOVE (4x MIN). PER SHEARWALL SCHEDULE. LtJ FTG PER PLAN `FTG PER PLAN STEM WALL AND 4" 0 PERFORATED PLASTI 4" 0 PERFORATED PLASTI •�— ,• .d FOOT1NG PER PLAN. Q PIPE. CENTER IN ONE CUBIC *BREAK SHEARWALL PIPE. CENTER IN ONE CUBIC EMBEDMENT ° a LJJ N N FOOT OF FREE DRAINING FOOT OF FREE DRAINING LENGTH 0. }rn GRAVEL AND DRAIN TO SHEATHING ® BOTTOM OF GRAVEL AND DRAIN TO ,.° . •• O w APPROVED OUTFALL. SILL PLATE APPROVED OUTFALL A. w L JOISTS PERPENDICULAR JOISTS PARALLE 4 xca EXT. WAL FOUNDATI N CONNECTION HOLDOWN INSTALLATION INTO EXISTING FOUNDATION n 4 5 :D w ry. d 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. BOTTOM PLATE MAY BE COVI ELIMINATED FOR THE SHEAR SHEARWALL PER PLAN DIAPHRAGM EDGE NAILING INTO RIM y F SHEARWALL PER PLAN CONNECTION FOR SHEARWALL (WHERE SPECIFIED) JOIST (10d 0 6" o/c MIN) 45l�oFW"sy�aoo�p (WHERE SPECIFIED) DIAPHRAGM EDGE NAILING INTO RIM a JOIST (104 ® 6" o/c MIN) #'S 1-5 IF THE SHEATHING SHEARWALL EDGE NAILING 16d NAIL EACH BLOCK (USE SDSY4"x4Yz" " : SHEARWALL EDGE NAILING FROM THE SHEARWALL IS w (WHERE APPLICABLE) 16d NAIL EACH JOIST (USE BROKEN ONLY AT THE CENTER (WHERE APPLICABLE) SCREW FOR 3x BOTTOM PLATES) 383 SDSY4"x4Yz" SCREW FOR 3x BOTTOM OF THE RIMJOIST AND NAILED LTP4 FROM BOTTOM PLATE T 2 BAYS OF JOIST BLOCKING ® 48" o/c tQy° Fp z LTP4 FROM BOTTOM PLATE PLATES) TO THE RIMJOIST W/ (2) ROWS RIM JOIST PER SCHEDULE (AT w/ (3)10d NAILS INTO ACH BLOCK Est TO RIM JOIST PER SCHEDULE OF PANEL EDGE NAILING. SHEARWALL ONLY) CLEAR SPAN (AT SHEARWALL ONLY) LPT4 FROM RIM JOIST TO AMEWNLY 17" MAXIMUM LPT4 FROM RIM JOIST T TOP PLATE PER SCHEDULE TOP PLATE PER SCHEDULE (AT SHEARWALL ONLY) FLOOR FRAMING PER PLAN (I—JOIST Drawn By. CHRIS 30" MIN (AT SHEARWALL ONLY) JOIST PER PLAN (I—JOIST SHOWN, SHEARWALL EDGE NAILING Checked By.CHRIS REBAR SHEARWALL EDGE NAILING SOLID SAWN SIMILAR) SHOWN, SOLID SAWN SIMILAR) Date:02-22-22 LENGTH " :,. i ,•:•'. ,; Id (WHERE APPLICABLE) ONE #4 REBAR (WHERE APPLICABLE) Y♦" RIM JOIST (MINI UM) 1Y4" RIM JOIST (MINIMUM) SHEARWALL PER PLAN (2)16d NAILS EACH SHEARWALL PER PLAN SDA JOB NO. IN SHEAR CONE (WHERE SPECIFIED) JOIST TO TOP PLATE (WHERE SPECIFIED) A34 FROM BLOCKING TO TOP PLATE (12"MIN. REBAR 94.7E LENGTH) q I T B JOIST PA A LEL 1/2' MIN.FROM FONER STRUCTURAL RIMJOIST 'STHD' 7 FLOOR JOIST SHEARWALL CONNECTION DETAILS INSTALLATION S— 2. 0