10930 HOLLY DR 2022 Plans 2025-08-07

A I B I C I D I E I F I G I(M) H I J I K NO Ohl PER_ SCHED I I x HOEDOWN FRAMING CONT I (ATTACH TO STUDS WHERE OCCURS I I SHEAR WALL SHEAR WALK ( PER HD SCHEDULE) HOLDOWN SCHEDULE I I l x I I I I I I Framing Attachment Anchorage I I I �� Mark APPLY PANEL EDGE (TO MATCH ROD M Fasteners D Anchor Type Embed NAILING PER SW SCHED I I 1 x FASTENERS (TO MATCH ANCHOR design group SIZE PER HD SCHED) HDU2 3' 6 9' 5/8"0 7' OVER FULL HEIGHT OF I I i / PER SCHEDULE STUDS ATTACHED TO ALL-THREAD ANCHOR I I 1 , ROD PER SCHEDULE EN i �—SHEATHING HDUO 3" 10 9" 5/8'0 7^ HOEDOWN.NAILING I I li PER PLAN — MAY BE DISTRIBUTED •"[•^ BIN HDUS 4 12- 14 5/8.0 7' OVER MULTIPLE STUDS. 1 I i HOLDOWN e\• j NUT-WASHER-NUT I I 2 II 1 HDUB 412" 20 12' 7/8"0 8' i- li! WOOD BEAM SLAB ON GRADE PER PLAN I I S' 1-I---------L.. / PER PLAN AMERICMI INSTITUTE Of ARCHITECTS i i T.O.CONCRETE t, I EN—� All 1 I '• \ . INSTALL NS 1. NS TALL ALL HOEDOWN$PER MANUFACTURER'S INSTRUCTIONS. EMBEDMENT (1)M4 AT TOP O1 PER SCHEDULE PL 3/8"x 3'z 0'-3" i ��_ 2. PLACEMENT OF ALL ANCHORS 15 BASED ON CAST-IN-PLACE INSTALLATION,LINO.POST-INSTALLED ANCHORS _I t� JOISTS SHALL NOT BE INSTALLED WITHOUT PRIOR APPROVAL OF ENGINEER OF RECORD. SEE CONC DETAILS '] J WASHER --' PER PLAN 3. "M..INDICATES MINIMUM DEPTH OF WOOD FRAMING MEMBER ATTACHED TO HOEDOWN.ALL FRAMING FOR ADDL INFO ALL-THREAD ANCHOR ROD PER _ \�HANGER MEMBERS SHALL BE HEM-FIR UNO. SCHEDULE D N ANCHOR ROD PER i I I i 4. "D'INDICATES MINIMUM DISTANCE FROM END OF CONCRETE WALL/FOOTING AT CORNER AND WALL END -' .1. 0`MIN I., I ..I,f �,_�' w/PL 1/4'x2":2-x WASHER _ , THICKENED SLAB CONDITIONS REFER TO ELEVATION AND SECTION FOR PLACEMENT DETAILS,UNLESS NOTED OTHERWISE:THE - : „ I _• - FOOTING PER PLAN HELIX DESIGN GROUP,INC DISTANCE FROM ANY ANCHOR TO THE END OF CONCRETE WALL/FOOTING SHALL BE NO LESS THAN TWICE THE REFER TO TYPICAL HOLDOWN SCHEDULE FOR ADDITIONAL REQUIREMENTS. EMBEDMENT DEPTH NOTED IN THE SCHEDULE HDU-AB Elevation Section of H DU-AB Typical Holdown to Wood Beam Typical Holdown Schedule �ZTypical Holdown -Anchor Bolt Scale: 1 1/2 =1'-0" c Scale: 3/4"=V-0" (M) Scale. 1 1/2 1 0 PERT• $�HEI UND SPLICE FLOOR JOIST PER PLAN FRAMING CONT— 4 SAHL EQ I EQ WHERE OCCURS I I I SHEAR WALL I I I TOP PL I I I FASTENERS 1201 Eirsl Avenue South,Suite 310 PER SCHEDULE,TYP Seattle,Washington 98134 www.tundopsahl.com APPLY PANEL EDGE--- I STRAP PER PLAN NAILING PER SW SCHED CONT COIL STRAP I _ tlA PA(,. OVER FULL HEIGHT OF , —HOEDOWN PER PLAN I O C C520 TOP&BOT OF 9'MIN,TYP \ STUDS ATTACHED TO J_________L PER PLAN HOEDOWN,TYP.NAILING T.O.SHEATHING�L� ^ Wi RIM SIDE FACE—� LSL RIM PER PLAN MAY BE DISTRIBUTED BE STUDS HEADER PER PUN JC - z Strap Option OVER . I I = I -a LO \ `a rTlav;a � 2.4 FLAT 8LKG w/ ¢ 3 \/ `strr"•'�\',+, I; FLOOR JOIST PER PLAN I I Z2 CLIP @ EA END 3 ,f SPLICE - /� I 1 ALL-THREAD TO MATCH I / STRAP PER PLAN FROM 1�/7T/z�2L =�—(3)ROWS OF(4)10d I I BLOCKING IN WALLAS LSL SPLICE TO MATCH RIM, EQ I EQ AB SIZE PER SCHEDULE FRAMING TO 2x FIAT EA SIDE OF SPLICE LOCATE BETWEEN JOISTS—1 i SHOWN TOP PL ___ — I JOISTS PER PLAN WINDOW FRAMING __..._. I __ t I I x � --------'-"t RIM 1015T PER PLAN --•4-- I ' 6 SHEAR WALL LSL RIM PER PLAN x Rim Board Option HOEDOWN PER PLAN LENGTH I I I I t l Typical Shear Wall Rim Splice (7'lTyRical Holdown at Wood Wall Typical Joist to Joist Strap Detail ypical Force Transfer at Window Scale: 1 1/2"=V-0" Scale: 1 1/2"=1'-0" / Scale: 1 1/2"=1'-0" ° scale: 3/1"=V-0" 7 STRUCTURAL EXTERIOR/BEARING/SHEAR WALL STUDS EXTERIOR/BEARING/SHEAR WALL STUDS WOOD DETAILS Stud Max Depth of Edge Cut Min Stud Depth Stud Min Depth Remaining Size or Notch Remaining Size Max Diameter of Hole After Bonn \ 2x4 718" 2 5/8" 2x4 �—1 3/_8'___ 5/8'EA_SIDE-OF HOLE DO NOT FASTEN IN 2x6 1 3/8- 4 118' 2x6 2 1/8' 5/8"EA SIDE OF HOLE STRAP&FASTENING PER TABLE HOLE AREA(-D"t 2 1/4-) EDGE SAW CUT--� i Notes: o ,r Notes Q1P�'NO 1. No cutting or notching is allowed in shear wall 1. Borings shall not be made at the same section where cut REINFORCING AT TOP PLATES PENETRATION CIRCULAR NOTCH-� I gQRY' compression studs. or notch has been made. 1 Plate Hole Diameter , Sj OF 2. No cutting or notching is allowed in shear wall plates 2- No holes are allowed in shear wall compression studs. `.� Size ,D.'Inches Strap BORED HOLES ARE TO BE SPACED except as allowed in 11/S601 3. No holes are allowed In shear wall plates except as '� 2.4 NO STRAP REQUIRED `� C•L� allowed inl1/5601 0' "D"<1' Q r AT LEAST A STUD WIDTH FROM A CMSTC76 W/(8)16d SINKERS EA SIDE OF HOLE, 11 1 CUT OR NOTCH V NOTCH 1"<"D'<2 1/4"NON-BEARING WALL STUDS NON-BEARING WALL STUDS Plan View EA SIDEOF PL(2 STRAPS TOTAL \ 2.6 NO STRAP REQUIRED Stud Max Depth of Edge C Mtn Stud Depth Stud Min Depth Remaining ax Diameter of Hole P 9 0"<"D"<1 3/4' ,.._._.___._.__-____.___....._...___....__._._...._.,-__...._..„._ SiSlu or Notch Retnafnin Size Aker RovingCMSTCI5 W/(13)16d SINKERS EA SIDE OF HOLE, REVISION DATE EQTOP OR BOTTOM 1 3/4"<"D"<3 5/8' l Qta 2x4 1 3/8" 21/8" 2x4 2" 5/8"EA SIDE OF HOLE PLATES t PERMIT REV.1 02.14.23 LET-IN NOTCH �ADfr 2x6 2 1/8" 3 3/8" 2xB 3 1/4" 5/8'EA SIDE OF HOLE HOLE EA SIDE OF PL(2 STRAPS TOTAL i V BORED HOLES ARE TO BE SPACED 2x8 NO STRAP REQUIRED I AT LEAST TWICE THE DIAMETER Notes: ,I I, 0"<"D"<2 1/2' N OF THE LARGEST HOLE 1. Borings shall not be made at the same section where t r. - '-- -- 21/2"c'D'<4" CMSTC16 W/IT 4)16d SINKERS EA SIDE OF HOLE, o cut or crotch has been made. 7 MY I CENTER STRAP(S) EA SIDE OF PL(2 STRAPS TOTAL I ON PLATES,TYP 2x10 NO STRAP REQUIRED �� Elevation View D"<ro"<3' 3"<"D'<6^ CMSTCI6 W/(21)16d SINKERS EA SIDE OF HOLE, EA SIDE OF PL(2 STRAPS TOTAL 10/14/2022 22-133.D1 \ `\ DATE JOBNO. -\`.•• �7 SILL PLATES TO FOLLOW SAME SPACING&SIZE AS NOTED IN VERTICAL STUDS,TYP `r „ ,,, .�.q .1 C TT Allowable Holes and Notches in Wood Studs T ical Reinforcing at Bearing/Shear Wall Plate Penetration ) 7 S601 11 scale: t Uz"=t'-o•' 10 DRAWING NO. I I HELIX DESIGN GROUP,INC.'m er}h A B C F G D I E I I H I J K r:tn1xe cadN dxvRelmx isaoaxea Fovflomoeroa mean wXeal — - _ nrrGArl'nw-am tan Ha%Cefa•Gao.