2222 BAKER AVE 2022-01-24 - Laserfiche WebLink

) 1 I 2 I 3 I 4 I 5 O C5) 0 (3) 0 0 0 O 0 0 0 0 0 Sw1 0 SW1 0 sw1 0 (--A---) ( 1j sw1 DS RASHERSAYER O : 0 0V SW2 SW2V SW2 SUNDRY/WC _ _ "J SLAB ON-GRADE - -.. I U D b ❑ - A.1 D FAMILY ! SW2 47 r- I SCW1 0 L_-_ ___._.__ V LOCATIONS OF L g -' - - ------ , I SIMPSON #HITS HOLDOWNS ROOM = • _ SW2 LIVING 1- O 1 � I � , 1a O _ _ KITCHEN DINING 6.1 � 6.1 _ ! -_ I sw1 r D 1 O rvcE A O PROVIDE 5/8" x 10-1/2" 0 WASHER HEW 1I 1 SW1 SD -- 1 ALL THHROUGH° TR BOLTS PTHEDPERIAIETEA:_j_-- ❑ ❑ 6.2 C A ^ ® O 0 O C swi 1 !1 6 5 4 E3 00 © J 0 SHEAR WALL ANCHOR & HOLD DOWN SW2A p SW2 LOCATIONS - 1ST & 2ND FLOOR SCALE : NTS 0 0 0 0 o O SHEARWALL NOTES: HOLDOWN NOTES: SHEAR WALL ANCHOR & HOLD DOWN 1. INSTALL PANELS VERTICALLY. DO NOT BREAK AT RIM UNLESS STRUCTURAL RIM JOIST. 1. PROVIDE SIMPSON #HTT5 HOLDOWN. USE (26) 0.162x3 FASTENERS. 2. WHRE SHEATING IS APPLIED ON BOTH SIDES OF WALL, PANEL EDGE JOINTS ON 4X 2. INSTALL ALL SHEAR ANCHORS PER MANUFACTURER'S INSTRUCTIONS. LOCATIONS - BASEMENT FRAMING SHALL BE STAGGERED SO JOINTS ON THE OPPOSITE SIDES ARE NOT LOCATED 3. ALL METAL CONNECTORS COMING IN CONTACT WITH PRESSURE TREATED WSTHDOOD ON THE SAME STUDS. SHALL BE SIMPSON "Z-MAX', TRIPLE ZINC COATED, OR HOT DIPPED GALVANIZED FOR 3. BLOCKING IS REQUIRED AT ALL PANEL EDGES. SCALE NTS u 4. PROVIDE SHEARWALL SHEATING AND NAILING FOR THE ENTIRE LENGTH OF THE WALLS CORROSION PROTECTION. INDICATED ON THE PLANS. ENDS OF FULL HEIGHT WALLS ARE DESIGNATED BY EXTERIOR 4. SUBSTITUTION WITH NON-SIMPSON ANCHORS WITH ENGINEER'S APPROVAL. OF THE BUILDING, CORRIDORS, WINDOWS, OR DOORWAYS OR AS DESIGANTED ON THE 5. STHDI4RJ INSTALLATION AT RIM JOIST LOCATIONS ONLY (RJ=RIM JOIST). PLANS. SEE PLANS FOR HOLDOWN REQUIREMENTS. 5. SHEATING EDGE NAILING IS REQUIRED AT ALL HOLDOWN POSTS. B 6. INTERMEDIATE FRAMING TO BE WITH 2X MINIMUM MEMBERS. FIELD NAILING IS 12" O.C. SHEARWALL/ANCHOR SCHEDULE B UNLESS NOTED OTHERWISE. 7. BASED ON Q.131"x1-1/2" LONG NAILS USED TO ATTACHED FRAMING CLIPS DIRECTLY 2X BOTTOM TO FRAMING. USE 0.131"x2-1/2" LONG NAILS WHEN NAILING THROUGH SHEATING. USE PLATE &TOP A35 OR RBC CLIPS IN LIEU OF LTP'S FOR ROOF BLOCKING TO TOP PLATE. PLATE SILL PLATE ATTACHMENT 8. 16d @ 4" O.C. TYPICAL UNLESS NOTED OTHERWISE. APA RATED NAIL SIZE& STUD AND RIM JOIST OR 9. WHERE PLATE ATTACHMENTS SPECIFY (2) ROWS OF NAILS, PROVIDE DOUBLE JOIST. RIM BLOCKING SIZE @ BLOCK ATTACHMENT CAPACITY(PLF) "_ LABEL SHEATING(1)(2) SPACE @ EDGES OR EQUAL ATTACH PER DETAILS. ADJOINING EDGES CONNECTION TO ANCHOR BOLT TO SEISMICIWIND i_ 10. ANCHOR BOLTS SHALL BE PROVIDED WITH STEEL PLATE WASHERS 1/4"x3"X3", EMBED (4)(14)(21) (4)(5) PLACEMENT OF �� ANCHORS A MINIMUM OF 7" INTO THE CONCRETE. MAX 1/2" FROM SHEATING SIDE. (3)(6)(15)(16) TOP PLATE(7)(8) NAILING TO WOOD CONCRETE EDGE OF PLATELets 11. PRESSURE TREATED MATERIALS CAN CAUSE EXCESSIVE CORROSION IN THE FASTENERS. BELOW(9) BELOW(10)(20) "�PROVIDE HOT-DIPPED GALVANIZED (ELECTROPLATING NOT PERMITTED) NAILS AND (22) WASHER(19) � Hwy - CONNECTOR PLATES (FRAMING ANGLES. ETC.) FOR ALL CONNECTORS IN CONTACT WITH 4 112 WASHER PRESSURE TREATED FRAMING MEMBERS. 16d @ 6"OC+ 12. USE HRS8 TO CONNECT SECOND FLOOR TO ROOFING SYSTEM SPACED @ EVERY OTHER 19132CDX REQUIRED+ 4112"WASHER STUDS. SW1 (ONE SIDE) 10d @ 6"O.C. 2X 16d @ 4"O.0 HTP37Z @EACH HTP37Z AT EACH REQUIRED 240/335 HTT5 TYPICAL 13. 19/32" PLYWOOD SHEATING SHALL BE USED @16" O.C. SPACING MAX. STUD STUD DETAIL 14. WHERE WOOD SHEATHING (W) IS APPLIED OVER GYPSUM SHEATHING (G) CONTACT THE ENGINEER OF RECORD FOR ALTERNATE NAILING REQUIREMENTS. 15. AT ADJOINING PANEL EDGES, (2) 2X STUDS NAILED TOGETHER MAY BE USED TOGETHER 16d @ 6"OC& IN PLACE OF A SINGLE 3X STUD. DOUBLE 2X STUDS MAY BE CONNECTED TOGETHER 19132 CDX 518"@ 36"O.C.,112" 4112"WASHER BY NAILING WITH 3" LONG NAILS SPACED CONSISTENTLY WITH PLATE NAILING. SW(BOTH SIDES) 10d @ 3"O.C. 4X LTP4 @ 4"O.0 HTP37Z @EACH @ 8"O.C. REQUIRED 900N460 16. CONTACT THE ENGINEER OF RECORD FOR ADHESIVE OR EXPANSION BOLT ALTERNATIVES STUD A TO CAST IN PLACE ANCHOR BOLTS. (INSPECTION MAY BE REQUIRED). A 17. ALL EXTERIOR SHEATING ARE 19/32" PLYWOOD (CDX). 18. SIMPSON STRAP TIES ST6224 SHALL BE USED TO CONNECT BASEMENT TO FIRST FLOOR & FIRST FLOOR TO SECOND FLOOR SPACED © EVERY 3 STUDS. PREPARED BY: 1\C BINc.I, PROJECT TITLE : OWNER: REVISIONS DRAWING NO. 19. EDGE OF PLATE WASHER A MAXIMUM OF 1/2" FROM THE SHEATHED SIDE OF THE y,c° es wesyr'to STRUCTURAL&ELECTRICAL SYM DESCRIPTION DATE APPROVED SHEAR WALL. TRIPLE V CONSULTANTS ��s�` C1�t� RENOVATION MR. SAI SHANKAR 20. USE 5/8" GWB FOR SW5 WHERE SPECIFIED BY DESIGNER. (Bremerton and Whidbey Island,WA) S-1 O8 21. NOT USED. Triplevconsultants@msn.com SHEET TITLE 2222 BAKER AVENUE 22. SIMPSON MASAP (STANDARD INSTALLATION) MAY BE SUBSTITUTED FOR ANCHOR BOLT. BT++$o EVERETT,WA 98201 SCALE: AS INDICATED USE 1/2"AB SPACING. 360-632-2913 �oxn1 SHEAR WALL ANCHORS AND HOLDOWN PLANS s- H oP I EXPIRES: I _ 1 1 2 I 3 I 4 I 5 /,;9