9107 9TH AVE SE 2023 Plans 2025-08-20

SHEARWALL SCHEDULE (CDX) HOLDOWN SCHEDULE F SILL F-ATE & BOTTOM/TOP PLATE "FOR HOLDOWN5 INSTALLED IN NEW FOUNDATIONS MARK SHEATHING EDGE NAILING FIELD NAILING C — CONN. ® FND CONN. THRU BOLTS OR EMBEDMENT/ MINIMUM %" 0 A.B. O 48" LTP4 ® 20" O/C MODEL ANCHOR BOLT NAILS/SCREWS STRAP LENGTH EDGE DIST. I. d' ZI Q COX ONE 8d ® 6" O/C 8d ® 12" O/C O/C W/ 2x SILL W/ 2x BOTTOM D �t N 8 Q FACE PLATE PLATE STHD10/RJ N/A (28) 16d COMMON 10" EMBED 1kz" NA NA J 2" COX ON 1Od ® NA NA 12" 0 A.B. ® 24 LTP4 ® 9" O/C W/ (30) 10d COMMON 34" + CLEAR CENTER ON g ® FACE 10d ® 3" 0/C O/C 0/C W/ 3x SILL 3x BOTTOM PLATE CS14 N/A IN SINGLE STUD SPAN RIM JOIST PLATE MSTC4883 N/A (54) 10d COMMON 447/6„ H BEAMO NA NA SHEARWALL NOTES IN DOUBLE STUD I BELOW 1. ALL STUDS, BLOCKING, TOP AND BOTTOM PLATES SHALL BE HEM—FIR NO. 2 UNLESS NOTED OTHERWISE ON PLANS. ALL SHEATHING EDGES MUST BE BACKED WITH 2x OR WIDER FRAMING (SEE NOTE #3). HOLDOWN NOTES V 2. SHEATHING MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. ALL SHEARWALL SHEATHING MUST 1. ALL—THREAD BOLTS SHALL CONFORM TO ASTM A307. G EXTEND TO THE OUTISDE EDGE OF ALL HOLDOWN POSTS AND CORNERS, AND TO THE INSIDE EDGE OF E m 2. MINIMUM CONCRETE COMPRESSIVE STRENGTH f'c = 2500 PSI H. w—N E FRAMING AROUND OPENINGS. _ Q >O o NAILING IS SHEARWALL 3 AND GREATER ALL FRAMING MEMBERS RECEIVING EDGE 3. ALL HOLDOWNS REQUIRE A (2) 2x POST UNLESS NOTED OTHERWISE. HDU11 AND HHDQ14 3. WHERE SHEATHING # REQUIRE A 6x6 D F MINIMUM POST SIZE, U.N.O. WHERE HOLDOWNS ARE INSTALLED INTO NAILING FROM ABUTTING PANELS SHALL NOT BE LESS THAN A SINGLE 3—INCH NOMINAL MEMBER. # 2 ��' ''' "" ADDITIONALLY, WHERE SHEARWALLS ARE SHEATHED ON BOTH FACES, ALL STUDS AND PLATES RECEIVING THE WIDE FACE OF THE STUD, THE STUDS MUST BE STITCH NAILED TOGETHER W/ 16d EDGE NAILING FROM BOTH FACES MUST BE A SINGLE 3—INCH NOMINAL MEMBER OR PANEL JOINTS MUST BE SINKERS STAGGERED ® 4" 0/C. •'. •• ,':. .: `,' ": ' .N STAGGERED. IN EACH OF THESE CASES 3x STUDS ARE REQUIRED UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS BY THE ENGINEER. FOR SHEARWALLS #3 AND #4, A 2x SILL PLATE MAY BE USED IF TWO 4. MINIMUM EDGE DISTANCE IS FOR FORMED CONCRETE EXPOSED TO WEATHER OR SOIL. FOR 0 °� N ®DOUBLE TOP PLATE W/ EDGE NAILING ©HOLDOWN PER SCHEDULE O z w TIMES THE NUMBER OF ANCHOR BOLTS REQUIRED BY THE SHEARWALL SCHEDULE ARE USED AND ARE CONCRETE CAST AGAINST SOIL PROVIDE 3" CLEAR TO ANCHOR BOLT. AND PLAN (HDQ8—SDS3 Z 3 EVENLY SPACED (SEE 2003 IBC SECTION 2305.3.10). (STAGGER) m w O 3 5. NAILS/SCREWS TO HOEDOWN POST SHALL BE PER MANUFACTURER'S SPECIFICATIONS. ®SHEARWALL EDGE NAILING AT ALL PANEL SHOWN) 4. SHEARWALL NAILING CRITERIA IS BASED ON TABLE 2306.4.1 OF THE INTERNATIONAL BUILDING CODE (FOR EDGES. BLOCKING AT ALL PANEL EDGES (B)COORDINATE ALL STUD COX) OR REPORT NER-124 (FOR OSB). VALUES ARE BASED ON HEM—FIR NO. 2 FRAMING WITH COMMON 6. ALL HOEDOWN BOLTS MUST BE RE—TIGHTENED JUST PRIOR TO ENCLOSING 2ND SIDE OF WHERE APPLICABLE. AND PLATE SIZES w/ - NAILS. WALL. OHEGH)NAILING STAGGER UNTO DOUBLE POST STUDS(FULL SHEARWALL SCHEDULE Q REQUIREMENTS � 5. HOLDOWNS AND OTHER CONNECTIONS MAY BE REQUIRED AT THE ENDS OF MANY SHEARWALLS. SIZES POST PER ®STUDS ® 16" ON CENTER QJ EDGE NAILING TO POSTS, 4--N AND LOCATIONS OF THESE CONNECTORS ARE INDICATED ON THE PLANS. REFER TO THE APPROPRIATE PLAN/SCHEDULE HOLDOWN PER PLAN TRIM STUDS, AND KING ((� DETAILS AND/OR HOLDOWN SCHEDULE FOR ADDITIONAL INFORMATION REGARDING ANCHOR BOLTS, (2-2x MIN) ®PRESSURE TREATED SILL PLATE WITH STUDS EMBEDMENT LENGTH, ETC. WHERE (2) 2x's ARE USED AS A HOLDOWN POST, SHEARWALL EDGE NAILING EDGE NAILING AND ANCHOR BOLTS PER BEARING STUD FOR MUST BE STAGGERED INTO EACH MEMBER OF THE POST. ALL—THREAD ROD, DIAMETER SHEARWALL SCHEDULE. (E)BEARING HEADER j AND EMBEDMENT PER ®TOP PLATE SPLICE NAILING TO BE (8) 16d 6. ANCHOR BOLTS MUST BE EMBEDDED A MINIMUM OF 7" INTO CONCRETE OR GROUTED CIVIL, AND SHALL BE SCHEDULE SINKERS (MIN). LAP 48" MINIMUM. 12)CENTER TO PROVIDE A MINIMUM OF 2" COVER. PROVIDE 3" COVER FOR CONCRETE CAST AGAINST SOIL. CENTER SPLICE ON STUD. z N PRESSURE TREATED SILL STD. SHEARWALL ELEVATION W 0 RIM oN 7. ALL MACHINE BOLTS SHALL BE ASTM A307 OR BETTER. HILTI KWIK BOLTS/SIMPSON TITEN HD BOLTS OF PLATE PER SHEARWALL SCALE: Y2"=1'-0" THE SAME DIAMETER AS SHOWN IN THE SHEARWALL SCHEDULE MAY BE SUBSTITUTED FOR ANCHOR BOLTS SCHEDULE. n Lu INTO EXISTING CONCRETE. BOLTS SHALL BE EMBEDDED A MINIMUM OF 5" INTO EXISTING CONCRETE. Kul '4. ' ru EMBE EXIST. FOUNDATION p 8. ALL NAILS AND CONNECTORS IN CONTACT WITH PRESSURE TREATED WOOD (EXCEPT FOR BORITE TREATED LEN axfi P. T. HF#z WOOD) MUST BE HOT DIPPED GALVANIZED OR STAINLESS STEEL TO RESIST CORROSION. A21 EA SIDE OF 2x6 P. T. HF#2 TOP AND z POS9. WHERE 10d NAILS ARE SPACED AT 3" ON CENTER OR LESS, NAILS MUST BE STAGGERED. SIMPSDN ACE (TYP) BOTTOM TOM TOP AND BOTTOM RAIL RAIL(TYP) 10. OSB OF EQUAL OR GREATER THICKNESS MAY BE SUBSTITUTED FOR COX SPECIFIED IN SHEARWALL 2x2INTERMEDIARY FRAMING O 4" O/C SCHEDULE. 2 HOLDOWN DETAIL W/o RIMJOIST G SCALE: 3/4"=1'—O" HOLDOWN POST. SEE FOR DOUBLE SIDED BEAM PER PLAN 0 HOLDOWN SCHEDULE OR LENGTH OF SHEARWALLS, THE SHEATHING N POST PER PLAN ON EACH FACE MUST EXTEND TRUSS PER PLA 42 W PLAN FOR MINIMUM SHEARWALL CONTINUOUS BETWEEN O (n REQUIREMENTS 8d ® 6" 0/C INTO BLOCKIN HOLDOWN POSTS AS SHOWN. POST/BEAM (ONE SIDE) Iml H1 CLIP ® EAC 1 TRUSS (24" O/C OPENING PER PLAN # MA> LOCATION OF HOLDOWN TO BE STHDI4RJ VENTILATION MAY BE <4" = O INSTALLED \ REQ'D AT BLOCKING. I _ \ Lu WALL PER PLAN — VERIFY METHOD W/ SIMPSDN AC (TYP) BEAM PER PLAN / "m THRU BOLT `TYPE OF HOEDOWN TO BE INSTALLED NAIL SHEATHING ENGINEER PRIOR TO BEAM PER PLAN J w/2"m x 16" WASHER. ^ �J INTO EA MEMBER OF POST PER PLAN MIN WIDTH m 3" BOLTS SHALL BE CENTERED U 1 CONSTRUCTION. BIRD IN THE POST, NOT LESS > SHEARWALL DESIGNATION — SEE TOP PLATE BLOCKING IS MIN DEPTH = 7.5" THAN 2" FROM THE EDGE Lu SHEARWALL SCHEDULE FOR FRAMING, POST/BEAM (TWO SIDES) OF THE BEAM. NAILING AND ANCHORAGE ACCEPTABLE. LATERAL MARKING LEGEND REQUIREMENTS 4 TYP. POST TO BEAM CONN. n ROOF/SHEARWALL CONN. J TYP HANDRAIL J ,%2" COX OR 3(6" OSS ROOF SHEATHING. NAIL w/8d O 6" cov o/c PANEL EDGE AND 8d O 12" y A (. SIMPSDN H2.5 EACH o/c PANEL FIELD 16" x 8" CONCRETE 0 OUIMPSO R TO GABLE EDGE NAILING FOOTING w/ (2) #4 NAIL SHEATHING TO BLOCK NAIL ROOF SHTG END TRUSS OUTLOOKER SPAN fhb BARS CONTINUOUS W/ 8d ® 4" o/c TO TOP CHORD w/ ---; 24" x 24" x 12" DEEP CONCRETE 3 8d ® 6" o/c NAIL ROOF SHEATHING TO i FOOTING w/ (2) #4 BARS EACH bNAL TOP CHORD w/ 8d ® 6" 0 C 2x HF#2 OUTLOOKERS O E4 WAY SIMPSDN 'HU' 24" o/c — SIZE AND i----i 30" x 30" x 12" DEEP CONCRETE COMMON HANGER SPAN PER TABLE i 1 FOOTING w/ (2) #4 BARS EACH 8/21/24 (4) 16d NAIL TRUSS FROM BRACE TO SOLID B OUTLc BLOCK �Zj a45 2x FLAT ® GABLE -__3� WAY SHEATHING TO MATCH SHEATHING TO MATCH BETWEEN OUTLOOKERS SHEARWALL. NAIL TO GABLE PER IF SHEATHING IS NOT SHEARWALL. NAIL TO O BEARING 2x4 BLOCK ® EACH SCHEDULE.(WHERE 10d NAILS ARE BROKEN ON TOP PLATE, GABLE PER SCHEDULE. GABLE END 1 I 36" x 36" x 12" DEEP CONCRETE Drawn By:CHRIS DIAGONAL BRACE REQ'D, USE 10d x 2" LONG.) USE A35 ® 12" 0/C TRUSS i FOOTING w/ (3) #4 BARS EACH Checked By:CHRI5 2x FLAT ® GABLE BREAK SHEATHING ON 363612 WAY, TOP & BOTTOM Date:08-21-24 BREAK SHEATHING ON TOP PLATE ONLY slzE SPAN ; ; 42" x 42" x 12" DEEP CONCRETE TOP PLATE ONLY 2x4 FLAT 18° i FOOTING w/ (4) #4 BARS EACH SDA JOB NO. LATERAL BRACING IS 2x6 FLAT 24" i WAY 2x4 DIAGONAL BRACE SHEARWALL PER PLAN REQUIRED AT ALL GABLE 2x4 36" ----41 9864A ® 48" O/C — BBL IF SHEATHING IS NOT BROKEN END TRUSSES AND IS TO 2x6 42" i-------1 54" x 54" x 24" DEEP CONCRETE BRACE WHEN LENGTH ON TOP PLATE, USE A35 O 12" O/C BE DETAILED BY TRUSS FOOTING w/ (7) #6 BARS EACH STRUCTURAL EXCEEDS 6'-0" MANUFACTURER I I WAY, SHEARWALL PER ---- TOP & BOTTOM DETAILS PLAN 545424 6 GABLE SHEARWALL CONN GABLE END/SHEARWALL CONNECTION 8 OUTLOOKER CONNECTION 9 FOOTING SCHEDULE 5-2 .0 SCALE: 3/4"=1'—O"