9107 9TH AVE SE 2023 Plans 2025-08-22

SHEARWALL SCHEDULE (CDX) HOLDOWN SCHEDULE F SILL PLATE & BOTTOM/TOP PLATE 'FOR HOLDOWN5 INSTALLED IN NEW FOUNDATIONS MARK SHEATHING EDGE NAILING FIELD NAILING CONN. ® FND CONN. THRU BOLTS S EMBEDMENT T MINIMUM MODEL ANCHOR BOLT NAILS/SCREWS STRAP LENGTH EDGE DIST. I° d° C D � � FACE 8d ® 6" O/C Sd ® 12" O/C O/C W/ 2x SILL W/ 2x BOTTOM G,t e 0 PLATE PLATESTHD10/RJ N/A (28) 16d COMMON 10" EMBED ix. NA NA J N ® %2" CDX ONE 10d ® 3" 0/C 10d ® 12" 0/C A.B.3®S2LL LTP4 ® 9" O/C W/ (30) 10d COMMON 34" + CLEAR CENTER ON FACE 0/C PLATE 3x BOTTOM PLATE CS14 N/A IN SINGLE STUD SPAN RIM JOIST NA NA B [MSTC48B3 N/A (54) 10d COMMON HOOK TOLo SHEARWALL NOTES / IN DOUBLE STUD 447� BELOW BEAMNA NA 1. ALL STUDS, BLOCKING, TOP AND BOTTOM PLATES SHALL BE HEM-FIR NO. 2 UNLESS NOTED OTHERWISE -N 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 Q EXTEND TO THE OUTISDE EDGE OF ALL HOLDOWN POSTS AND CORNERS, AND TO THE INSIDE EDGE OF H E 0 ch FRAMING AROUND OPENINGS. 2. MINIMUM CONCRETE COMPRESSIVE STRENGTH f'c = 2500 PSI 00 w-n E Q >Op O 3. WHERE SHEATHING 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 +'' Q N NAILING FROM ABUTTING PANELS SHALL NOT BE LESS THAN A SINGLE 3-INCH NOMINAL MEMBER. REQUIRE A 6x6 D F# 2 MINIMUM POST SIZE, U.N.O. WHERE HOLDOWNS ARE INSTALLED INTO ; + O)c0 y 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" O/C. i � N STAGGERED. IN EACH OF THESE CASES 3x STUDS ARE REQUIRED UNLESS SPECIFICALLY NOTED OTHERWISE ''' '' '' (u Y- ON THE PLANS BY THE ENGINEER.T1MES THE NUMBER OF ANCHOR BOLTSRREQUREDABY T SHEARWALL2SCHILL EDULEATE MAY ARE USEDEAND€D IF ARE TWO 4. MINIMUM EDGE CONCRETE CAST AGANSTNCE S01 SPROVIDE FORMED CLEARCONCRETE TO ANCHOR BOLO WEATHER OR SOIL. FOR T. ®DOUBLE TOP PLATE W/ EDGE NAILING ©HOEDOWN PER SCHEDULE C) lu Z 3�3 EVENLY SPACED (SEE 2003 IBC SECTION 2305.3.10). (STAGGER) AND PLAN (HDQ8-SDS3 cx1 w O 3 5. NAILS/SCREWS TO HOLDOWN POST SHALL BE PER MANUFACTURER'S SPECIFICATIONS. ®SIiEARWAtt EDGE NAILING AT ALL PANEL SHOWN) 3 4. SHEARWALL NAILING CRITERIA IS BASED ON TABLE 2306.4.1 OF THE INTERNATIONAL BUILDING CODE (FOR EDGES. BLOCKING AT ALL PANEL EDGES ®COORDINATE ALL STUD :n CDX) OR REPORT NER-124 (FOR OSB). VALUES ARE BASED ON HEM-FIR NO. 2 FRAMING WITH COMMON 6. ALL HOLDOWN BOLTS MUST BE RE-TIGHTENED JUST PRIOR TO ENCLOSING 2ND SIDE OF WHERE APPLICABLE. AND PLATE SIZES w/ NAILS. WALL. ©EDGE NAILING TO HOLDOWN POST (FULL SHEARWALL SCHEDULE U HEIGHT) STAGGER INTO DOUBLE STUDS REQUIREMENTS 3 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, 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 MUST BE STAGGERED INTO EACH MEMBER OF THE POST. ALL-THREAD ROD, DIAMETER SHEARWALL SCHEDULE. ®BEARING STUD FOR AND EMBEDMENT PER ®TOP PLATE SPLICE NAILING TO BE (8) 16d HEADER p 6. ANCHOR BOLTS MUST BE EMBEDDED A MINIMUM OF 7" INTO CONCRETE OR GROUTED CMU, AND SHALL BE SCHEDULE SINKERS.(MIN). LAP 48" MINIMUM. N PLACED TO PROVIDE A MINIMUM OF 2" COVER. PROVIDE 3"COVER FOR CONCRETE CAST AGAINST-SOIL. CENTER SPLICE ON STUD. Ik PRESSURE TREATED SILL nSTD. SHEARWALL ELEVATION W/O RIM I i 7. ALL MACHINE BOLTS SHALL BE ASTM A307 OR BETTER. HILTI KWIK BOLTS/SIMPSON TITEN HD BOLTS OF i PLATE PER SHEARWALL I SCALE: )i=1'-0" m THE SAME DIAMETER AS SHOWN IN THE SHEARWALL SCHEDULE MAY BE SUBSTITUTED FOR ANCHOR BOLTS SCHEDULE. rA INTO EXISTING CONCRETE. BOLTS SHALL BE EMBEDDED A MINIMUM OF 5" INTO EXISTING CONCRETE. 1 4, w EMBEDMENT •�° EXIST. FOUNDATION 8. ALL NAILS AND CONNECTORS IN CONTACT WITH PRESSURE TREATED WOOD (EXCEPT FOR BORITE TREATED LENGTH 4x6 P.T.HF#2 o ' WOOD) MUST BE HOT DIPPED GALVANIZED OR STAINLESS STEEL TO RESIST CORROSION. O 4 O/C ° "d 'a„ •. A21 EA SIDE OF 2x6 P.T.HF#2 TOP AND Oz 9. WHERE 10d NAILS ARE SPACED AT 3" ON CENTER OR LESS, NAILS MUST BE STAGGERED. SIMPSON ACE(TYP) POST,TOP AND BOTTOM RAIL BOTTOM RAIL(TYP) _ (ho 10. OSB OF EQUAL OR GREATER THICKNESS MAY BE SUBSTITUTED FOR CDX SPECIFIED IN SHEARWALL 2x21NTERMEDIARY SCHEDULE. FRAMING o a"o/c nHOLDOWN DETAIL w/o RIMJOIST I/ t SCALE: �K"=V-0" HOEDOWN POST. SEE FOR DOUBLE SIDED CQ HOLDOWN SCHEDULE OR LENGTH OF SHEARWALLS, THE SHEATHING BEAM PER PLAN PLAN FOR MINIMUM SHEARWALL ON EACH FACE MUST EXTEND TRUSS PER PLA POST PER PLAN 42 O LLJ CNJ REQUIREMENTS CONTINUOUS BETWEEN HOLDOWN POSTS AS SHOWN. 8d ® 6" O/C INTO BLOCKIN POST/BEAM (ONE SIDE) 0 L H1 CLIP ® EAC TRUSS (24" O/C 1 Z Q # OPENING PER PLAN # MA LOCATION OF (J� HOEDOWN TO BE STHD14RJ VENTILATION MAY BE <4" C) ' INSTALLED = 0 REQ'D AT BLOCKING. \ WALL PER PLAN - Q `TYPE OF HOLDOWN TO BE INSTALLED NAIL SHEATHING VERIFY METHOD W/ SIMPSON AC(TYP) BEAM PER PLAN / "0 THRU BOLT = SHEARWA DESIGNATION - INTO EA MEMBER OF ENGINEER PRIOR TO BEAM PER PLAN / W/2"90 x)V WASHER. n LL I LL D SEE CONSTRUCTION. BIRD POST PER PLAN MIN`MOTH m 3' BOLTS SHALL BE CENTERED V 1 TOP PLATE MIN DEPTH 7.5" IN THE POST,NOT LESS SHEARWALL SCHEDULE FOR FRAMING, BLOCKING IS POST/BEAM (TWO SIDES) THAN 2'FROM THE EDGE Lu NAILING AND ANCHORAGE ACCEPTABLE. OF LATERAL MARKING LEGEND REQUIREMENTS n ROOF/SHEARWALL CONN. 4 TYP. POST TO BEAM CONN. �TYP HANDRAIL >a"CDX OR 3(e OSB ROOF _ SHEATHING. NAIL w/8d O 6" o/c PANEL EDGE AND 8d O 12" C�VIA'C SIMPSON H2.5 EACH o/c PANEL FIELD dF wayMyc^O NAIL SHEATHING TO BLOCK NAIL ROOF SHTG OUTLOOKER TO GABLE EDGE NAILING W/ 8d ® 4" o/c TO TOP CHORD w/ END TRUSS OUTLOOKER SPAN 8d ®6" o/c NAIL ROOF SHEATHING TO � � TOP CHORD w/ 8d 0 6" 0 C 2x HFf2 OUTLOOKERS O �� SIMP-SON'HU' 24"o/c-SIZE AND ` TO(4) 16d NAIL COMMON HANGER SPAN PER TABLE - 16" x 8" CONCRETE JAN 2 2 2024 FROM BRACE TO w45' 2x FLAT S� GABLE SOLID BLOCKING f FOOTING w/(2) #4 BLOCK SHEATHING TO MATCH SHEATHING TO MATCI+ BETWEEN OUTLOOKERS f$b BARS CONTINUOUS 2x4 BLOCK ® EA IF NAIL TO GABLE PER IF SHEATHING IS NOT SHEARWALL. NAIL TO O BEARING f---T 24" x 24" x 12" DEEP CONCRETE SCHEDULE.(WHERE 10d NAILS ARE BROKEN ON TOP PLATE, GABLE PER SCHEDULE. GABLE END Drawn ey,CHRLi DIAGONAL BRACE USE �5S I_ 1 FOOTING w/ (2) #4 BARS EACH Checked CHR15 2xQFLLAT ® GABLE 2 LONG.) USE A35 f� 12" 0/C 'f4 WAY Date:05 0-23 BREAK SHEATHING ON --- TOP PLATE ONLY SIZE SPAN i i 36" x 36" x 12" DEEP CONCRETE BREAK SHEATHING ON , � — TOP PLATE ONLY 2x4 FLAT 18" I I FOOTING w/ (3) #4 BARS EACH 5DA JOB NO. 2x4 DIAGONAL BRACE LATERAL BRACING IS 2x6 FLAT 24" WAY, TOP & BOTTOM Q/� ® 48 0 C _ BSL SHEARWALL PER PLAN REQUIRED AT ALL GABLE 2x4 W. 363fi12 95G4 / IF SHEATHING IS NOT BROKEN END TRUSSES AND IS TO 2x6 42' BRACE WHEN LENGTH i ---i 54" x 54" x 24" DEEP CONCRETE = EXCEEDS 6'-0" ON TOP PLATE, USE A35 ® 12" 0/C BE DETAILED BY TRUSS FOOTING w/ (7) #6 BARS EACH SHEARWALL PER MANUFACTURER i i WAY, 5TRUCTURNL PLAN 166 6b . 4�424 TOP BOTTOM LI;h LL\v{I RftoNS STRt LT_ E)ETAIL5 6 /SHEARWALL CONN GABLE END/SHEARWALL CONNECTION r.--�O ,UTLOOKER CONNECTION � FOOTING SCHEDULE 1�3��z1 5-2 .0 SCALE. %"=1'-O" 7 w