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

m 5 � 4 CONTINUOUS 2x8 C I N RIDGE BOARD 2x4 HF#2 RAFTERS O _ 2X4 OVERFRAMING 24"o/c w/(3)16d RAFTERS O 24"O/C TOENAILS EACH ENO W/(3)16d TOENAILS CONTINUOUS 2X6 EACH END CONTINUOUS 2x6 2x4 GUSSET w/(3) 16d SINKERS EACH OVERFRAMING SLEEPER W/(3)16d RIDGE BOARD MEMBER RAFTERS (� COMMON NAILS TO �{ EACH TRUSS BELOW MAIN ROOF TRUSS 2X4 DIRECTLY BELOW RIDGE V PER PLAN BOARD W/2X4 GUSSET W/(3) 16d COMMON NAILS E CH MEMBER 2x4 BLOCKING w/i6d 2x SLEEPER BELOW 4 POS O W N SINKERS O 6"o/c TO >O O 48—INCH S ON Q Q N Q O CENTER AX 2X4 BLOCKING BETWEEN RAFTERS W/ �L m 16d COMMON NAILS O L U> > 6"O/C TO SLEEPER 2X4 W 80.0W COMMON NAILS)160 A CONTINUOUS 2x6 SLEEPER % RAFTER AND(2)16d w/(3)16d SINKERS EA - TRUSS/RAFTER O W _ O >z ROOF FRAMING ROOF FRAMING PER m iL PLAN PROVIDE 2x4 POSTS AT RAFTERS AND SHEATHING PER RIDGE BOARD EVERY 48—INCHES V MINIMUM. POSTS SHOULD BE ALIGNED PLAN/SCHEDULE CONTINUOUS 2x4 BLOCKING w/ TO FALL ON MAIN ROOF FRAMING NTI TRUSS/RAFTER BELOW.INSTALL 6d SINKERS TO EACH CONTINUOUS 2x4 TRIM BOARD MEMBERS AS SHOWN. WHERE RIDGE w/(2)18d SINKERS TO EACH BOARD DOES NOT ALIGN w/MAIN ROOF SNUG IN FRONT OF POST AS L RAFTER/TRUSS.INSTALL SNUG IN MEMBER,POSTS SHOULD BEAR ON 2x6 SHOWN FRONT OF 2x4 POSTS TO BLOCK SLIDING TOP VIEW TRUSSES.STALLfD BETWEEN ADJACENT SIDE VIEW SECTION A—A U) 0 TYPICAL ROOF OVERFRAMING DETAILS 1 EPDXY HOLDOWN SCHEDULE l I {I tl *FOR EPDXY INSTALLATIONS INTO EXISTING CONCRETE SHEARWALL PER MODEL ANCHOR FASTENERS TO EMBEDMENT MIN. EDGE o PLAN SHEARWALL PER PLAN BOLT POST LENGTH DISTANCE o GYCO ELASTIOMETRIC DECK SEALANT, (OR Ise®EA JOIST HDU2-SDS2.5 �" 0 ATR (6) SCREWSY4' x2 SDS 7 " 1�a" z - EQUIV.) OVER 3 4" STRUCTURAL 1 CD APA SOLID BLOCKING REQUIRED SHEARWALL EDGE NAILING TO HDU11-SDS2.5 1' 0 ATR 20" 13/a' / (30) Ya" x 2 }" SDS AT BEARING BOTTOM PLATE NAIL SHTG TO BLK/RIM JST RATED SHEATHING W/ tOd GALV NAILS ® w/1od®s"o/c(TYP) SCREWS 6" O/C (PANEL EDGE) & 10d GALV NAILS NEW 2X10 PT HF # 1 LTP4 FROM BOTTOM --\,-",—.",® 12" O/C (PANEL FIELD) FLOOR JOISTS ® 16"O/C PLATE TO RIM JOIST PER SCHEDULE(AT W/ s'—o" CANTILEVER HOEDOWN NOTES SHEARWALL ONLY) FRAMING PER PLAN 1. ALL-THREAD BOLTS SHALL CONFORM TO ASTM A307. CC (q 2. MINIMUM CONCRETE COMPRESSIVE STRENGTH f'c = 2500 PSI. MINIMUM WALL G O O CV W/8d O 6"3/8"CD X APA RATED SHTG 0/C(PANEL EDGE) THICKNESS IS 8". W fff r^ &8d O 12"O/C(PANEL FIELD) O ( ' LTP4 FROM BOTTOM (TYP) MATCHING HOLDOWNS INSTALLED 3. ALL HOLDOWNS REQUIRE A (2) 2x POST UNLESS NOTED OTHERWISE. WHERE PLATE TO RIM JOIST PER FROM CANTILEVERED BEAM TO L.L L SCHEDULE(AT HOLDOWN POST HOLDOWNS ARE INSTALLED INTO THE WIDE FACE OF THE STUD, STUDS MUST BE SHEARWALL ONLY) zxa HF i z w/ STITCH NAILED TOGETHER w/ 16d SINKERS STAGGERED 04" o/c. � 1/4 X 3 SDS SCREWS 2X4 HF N 2 w/ O 12'O/C(TYP) 4. MINIMUM EDGE DISTANCE IS FOR FORMED CONCRETE EXPOSED TO WEATHER OR [� 1/4 X 3 SDS SCREWS SOIL. FOR CONCRETE CAST AGAINST SOIL PROVIDE 3" CLEAR TO ANCHOR BOLT. 15/32 APA FIR CDX BLANKS W/ 8d GALV O 12"O/C(TYP) = p SHEARWALL PER PLAN NAILS ® 6" O/C (PANEL EDGE) & 8d ® HOEDOWN POST PER 5. NAILS/SCREWS TO HOLDOWN POST SHALL P ' 12' O/C (PANRL FIELD) SHEARWALL PER PLAN ALL BE MANUFACTURERS = PLAN SPECIFICATIONS. LL! CANTILEVERED I-JOIST SUPPORTING EXTERIOR OFFSET SHEARWALL CONN. 6. WHEN FIELD CONDITION BECOME LESS THAN MINIMUM SHOWN, CONTACT ENGINEER W 2 DECK 3 PRIOR TO PROCEEDING. 7. ALL HOLDOWN BOLTS MUST BE RE-TIGHTENED JUST PRIOR TO ENCLOSING SECOND SIDE OF WALL. 8. HOLDOWNS MAY BE ATTACHED TO EXISTING CONCRETE USING SIMPSON 'SET-XP' - HOLDOWN POST HIGH STRENGTH EPDXY. SIZE AND EMBED PER CHART. ICBO REPORT NO. ER-5279. ��W�Mip PER PLAN. (2)2x BREAK SHEATHING ON PLATE AS DRILL ANCHOR BOLT HOLES A" LARGER THAN ANCHOR BOLT DIAMETER. 0 MINIMUM BREAK SHEATHING ON PLATE AS SHOWN. SEE NOTE FOR ALTERNATE. SHOWN.SEE NOTE FOR ALTERNATE. MSTC4883 STRAP PER PLAN SHEARWALL PER PLAN NOTE: THE LTP4 AND THE SHEARWALL PER PLAN DIAPHRAGM EDGE NAILING INTO RIM \ ! (WHERE SPECIFIED) 34383 DIAPHRAGM EDGE NAILING INTO 3x BOTTOM PLATE MAY (WHERE SPECIFIED) JOIST(1Od O 6"o/c MIN) SHEARWALL EDGE NAIJNG RIM JOIST 10d O 6'o/c MIN BE ELIMINATED FOR THE SHEARWALL EDGE NAILING 16d NAIL EACH BLOCK(USE SDSX x4Y[ START NAILS lYt" UP (WHERE APPLICABLE) ( / ) SHEAR CONNECTION FOR (WHERE APPLICABLE) SCREW FOR 3x BOTTOM PLATES) t6d NAIL EACH JOIST SHEARWALL fS I-5 IF LTP4 FROM BOTTOM PLATE 2 BAYS OF JOIST BLOCKING O SEP 2 2023 FROM END OF STUD LTP4 FROM BOTTOM PLATE TO (USE SDSX.x4V SCREW THE SHEATHING FROM THE M RIM JOIST PER 48"o c w RIM JOIST PER SCHEDULE(AT FOR 3x BOTTOM PLATES) EACH BLOCK(3)10d NAILS INTO SHEARWALL ONL SHEARWALL IS BROKEN SCHEDULE(AT SHEARWALL » ONLY AT THE CENTER OF ONLY) ---- THE RIMJOIST AND NAILED LPT4 FROM RIM JOIST 1O LPT4 FROM RIM JOIST TO TO THE RIMJOIST W 2 (5)16d NAILS FROM FACE NAIL TOP PLATE PER SCHEDULE ROWS OF PANEL EDGE TOP PLATE PER SCHEDULE — KING STUD TO (AT SHEARWALL ONLY) NAILING. (AT SHEARWALL ONLY) Drawn By:CHPJ5 HEADER SHEARWALL EDGE NAILING SHEARWALL EDGE NAILING FLOOR FRAMING PER PLAN Checked By:CFiR15 JOIST PER PLAN(I—JOIST Date:05-30-23 BEAM PER PLAN (WHERE APPLICABLE) SHOWN,SOLID SAWN SIMILAR) (WHERE APPLICABLE) (I—MOIST SHOWN,SOLID SAWN 16d 08" O/C FROM SHEARWALL PER PLA 1Ya"RIM JOIST(MINIMUM) SHEARWALL PER PLAN SIMILAR) — KING STUD TO PRIM MSTC48B3 STRAP EACH (WHERE SPECIFIED) (2)16d NAILS EACH JOIST (WHERE SPECIFIED) 1Yi RIM JOIST(MINIMUM) SDA JOB NO. STUD END OF BEAM TO TOP PLATE 98G4 34 FROM BLOCKING TO 1{1P PLATE TRIM STUD/POST PER PLAN. (2)2x JOIST PERP ENDICULAR JOIST PARALLEL MINIMUM. SEE PLAN FOR HOLDOWN B STRUCTURAL REQUIREMENTS AT BASE DETAILS 4 HOEDOWN AT BEAM fJ1FLOOR JOIST/SHEARWALL CONNECTION 5_3 .0