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SHEAR WALL LTP4 (D SHEAR PANEL BLOCKING OR Ol EDGE FASTENERS ABOVE SPACING PREFAB TRUSS BLOCKING. AS AN 5W9 - 5W11 12" o.c. ALTERNATE, PANEL BLOCKING 02 2x6 STUD HIGH TOWER FRAMING AT MAY BE REPLACED w/ CONTINUOUS 16" o.c. 5W 12 - 5W 14 9" o.c. 2x RIBBON LET INTO NOTCH IN END 5W15 - SWII 6" o.c. OF TRUSSES w/ 2x4 BLOCKING AT ( SHEATHE TOWER w/ 5W12 PER SW H BOTTOM CHORD. SHEATHE w/ MIN. SCHEDULE �' o 6" oz. BOTH W � T SWIS - 5W20 SIDES 3/8" PLYWOOD w/ Sd AT 6" o.c. �, r, 3 WHERE SHEAR WALL IS LOCATED ® (2) 5IMP50N 1/4" x 4 1/2 SDS ` ,x LO o 4 DIRECTLY ABOVE PANEL 2 SCREWS AT 16" o.c. nn °; x BLOCKING, INSTALL 2x4 BLOCKING w o � � BEHIND RIBBON w/ 16d. NAIL 3 (5 BLOCKING PER PLAN x o rn SPACING TO MATCH SOLE PLATE 4 p� c° '� NAIL SPACING ABOVE AND SHEATHING AND EDGE NAILING �7 � o0 SHALL MATCH SHEAR WALL ABOVE o � 1 ( (3) 16d PER BLOCK OR (1) LTP4 O N � ti PER PREFAB TRUSS BLOCK U.N.O. °' N 1 CD r-- CD rn �300 BOUNDARY FASTENERS C.0 2 5 � 5 ® BOTTOM PLATE NAILING INTO TOP CHORD OF PANEL BLOCK OR 2x RIBBON LTP4 REQUIRED DIRECTLY BELOW SHEAR WALL ABOVE. SPACING PER TABLE Store: A. PLYWOOD SHEATHING MAY BE KETTLEMAN & L. SACRAMENTO 252 FLOOR TRUSS BEARING AT WALL INSTALLED ON OPPOSITE FACE. 250 HIGH TOWER FRAMING AT BLOCKING 252-201120 NO SCALE 250-201120 NO SCALE LODI, CA 95242 Restaurant #RC576 SHEAR WALL LTP4 © 2x6 STUD AT 16" o.c. PER ARCH'L. (I) SHEAR PANEL BLOCKING OR C. SOLID 2x BLOCKING MAY BE 0 SOLID SINGLE 2x4 OR LARGER p4E-HV-M SCHEME A ABOVE SPACING FASTEN STUD TO END OF PREFAB TRUSS BLOCKING. AS AN REPLACED w/ SHEAR PANEL BLOCK 5W9 - 5WI1 12" o.c. BLOCKING PER(M w/ (2) 16d ALTERNATE, PANEL BLOCKING BLOCKING. FASTEN TO TOP PLATE MAY BE REPLACED w/ CONTINUOUS w/ (3) 16d U.N.O. INSTALL A35F (D SOLID SINGLE 2x6 OR LARGER Professional of Record: NAME 5W 12 - 5W 14 'B" O.C. (D 2x6 BLOCKING w/ (2) 16d TO EACH 2x RIBBON LET INTO NOTCH IN END (OR LTP4)WHERE NOTED ON PLAN BLOCK CUT BLOCK TO MATCH 5W15 - SW17 6" o.c. STUD. SPACE BLOCKING 4'-0" o.c. OF TRUSSES w/ 2x4 BLOCKING AT TRUSS HEEL HEIGHT 6" o.c. BOTH VERTICALLY. STAGGER BLOCKING BOTTOM CHORD. SHEATHE w/MIN. SWIS - 5W20 AS NEEDED 3/8" PLYWOOD w/ Sd AT 6" o.c. ( A. (1) A35 OR (1) RBC EACH SIDES WHERE SHEAR WALL IS LOCATED DIRECTLY ABOVE PANEL 10 6 BLOCK USE (2) A35 OR (2) RBC AT EACH BLOCK ADJACENT TO DESIGN 4 6 BLOCKING, INSTALL 2x4 BLOCKING VENT WHERE FLAT BLOCK AT BEHIND RIBBON w/ 16d. NAIL 8 VENTING OCCURS. ALL NAILS PER g SPACING TO MATCH SOLE PLATE 2 MFR MUST BE INSTALLED. NAIL SPACING ABOVE AND A r c h i t e c t u r a l SHEATHING AND EDGE NAILING B.FOR A35 INSTALLATION ONLY, SHALL MATCH SHEAR WALL ABOVE WHERE GAP BETWEEN TOP PLATE Solutions Group IYAR �7-7 bE 5 AND BLOCK PREVENTS ALL NAILS 1 101 Central Expressway South 02 (3) 16d PER BLOCK OR (1) LTP4 4 PER MFR FROM BEING INSTALLED, Allen,ITX te 170 013 1 PER PREFAB TRUSS BLOCK U.N.O. USE (2) A35 AT EACH BLOCK. USE (3) A35 AT EACH BLOCK CONTACT: EVERETT FIELDS �3 BOUNDARY FASTENERS ADJACENT TO VENT WHERE FLAT (469) 619-1164 BLOCK AT VENTING OCCURS w/ (6) EFIELDS@PMDGINC.COM 2 ® BOTTOM PLATE NAILING INTO TOP FAI VERTICAL BLOCKING NAILS TO TOP PLATE AND (2) 5 CHORD OF PANEL BLOCK OR 2x NAILS TO BLOCK RIBBON 0 LTP4 REQUIRED DIRECTLY BELOW ® SIMPSON A35 OR (1) RBC (WHERE SPECIFICALLY NOTED ON PLAN) IN ER * SHEAR WALL ABOVE. SPACING PER TABLE ADDITION TO TOENAILS. WHERE FLAT BLOCK OCCURS AT VENTING, �' V A W- c 10 6 INSTALL (2) A35 OR (2) RBC AT (D Z N A. PLYWOOD SHEATHING MAY BE INSTALLED ON OPPOSITE FACE. 8 EACH BLOCK ADJACENT TO VENT LL ":c J U) 15 0 N 253 ROOF TRUSS BEARING AT WALL ® (3) 16d TOENAILS PER BLOCK °a z � o N 253-201120 NO SCALE ® BOUNDARY FASTENERS 038 C) ® 2x4 "T" BRACE w/ 16d AT 6" o.c. (D 2x4 BLOCK AND DIAGONAL BRACE 3 1 (D LINE OF SLOPED BOTTOM CHORD MAY BE USED IN LIEU OF CONT. 2x4 AT 48" o.c. w/ (3) 16d EACH END. AT VAULTED CEILING AS OCCURS STIFFENER WHERE DIAGONAL BRACE SHALL EXTEND TO UNDER- BRACE LENGTH IS LESS THAN SIDE OF ROOF SHEATHING. ® EAVE EXTENSION AS OCCURS PER 14'-0". LENGTH OF "T" BRACE TO ARCH'L. BE EQUAL TO 10% OF DIAGONAL CONT. 2x4 STIFFENER AT 46" o.c. BRACE LENGTH. INSTALL ON TOP WHERE BRACE LENGTH EXCEEDS FB SLOPED BLOCKING ( 2x RIM BLOCKING w/ (3) 16d PER OR BOTTOM OF DIAGONAL BRACE (01-011 BLOCK TO TOP PLATE AND TOENAIL Prototype : P4E-HV 2020 -2.0 RELEASE TO SIDES OF TRUSS. INSTALL (3) EDGE FASTENERS ALONG ( 4x2 BLOCK w/ (2) 16d EACH TRUSS 5IMP50N A35 OR RBC EVERY BLOCKING OTHER BLOCK WHERE FLAT BLOCK Prototype Issue Date: 7.14.2020 ® 16d AT 6" o.c.MAX. LTP4 CLIP AT VENTING OCCURS. AT Design Bulletin Updates: -- 2x4 FLAT OUTLOOKER AT 48" o.c. EACH END OF GABLE TRUSS U.N.O. CONDITIONS WITH NO EAVE WHERE EAVE OVERHANG IS 12" OR WHERE GAP EXCEEDDS 1/4" 10 6 EXTENSION, USE CONT. 2x RIM JOIST Date Issued: Bulletin Number: LESS, 24" o.c. WHERE EAVE PROVIDE RBC CLIPS AT 36" o.c. 8 w/ 16d AT 12" o.c. TO TOP PLATE OVERHANG IS GREATER THAN 12" ON PLAN AND (2) 16d INTO END OF TRUSS UP TO 24". OUTLOOKER NOT REQUIRED WHERE OVERHANG IS 6" ( CONT. BACKING BLOCK AS REQ'D. '° WHERE EAVE VENTING REQ'D. BY 1ST BLDG. SUBMITTAL OR LESS ARCH'L., EVERY OTHER BLOCK © CONT. 2x4 UNDER OUTLOOKER TO MAY BE FLAT U.N.O. INSTALL FLAT I1 APA RATED 15/32" C-C PLUGGED NOTCHED TOP CHORD w/ 10d AT 4 BLOCK AT LOCATION SHOWN PLYWOOD SHEATHING AT EAVE 4" o.c. AND 106 AT EACH WEB. NOT REQUIRED IF TRUSS MFR g A. SEE ARCH'L.FOR EXACT TRUSS 12 (2) 16d INTO END-GRAIN OF PROVIDES DOUBLE 2x4 TOP CONFIGURATION DIAGONAL BRACE CHORD OR SINGLE 2x6 TOP CHORD B. OPTIONS A, B, or C MAY BE USED 13 BEVEL DIAGONAL BRACE TO FIT n RIM JOIST/BLOCKING AT CONTRACTOR'S OPTION SNUG AGAINST TRUSS BOTTOM BOUNDARY FASTENERS (PROVIDED IT IS COMPATIBLE w/ CHORD AND TOP PLATE ARCH'L)UNLESS ONE OPTION IS SPECIFICALLY CALLED FOR ON REVISIONS: 14 A34 EACH BRACE w/ (3)Sd x 1 1/2" PLAN MIN. INTO TOP PLATE 251 TYPICAL WOOD TRUSS AT STUD WALL 1 12.22.2020 1st Building Submittal WW03-23 000304 NO SCALE 2 OVERHANG 2'-0" MAX. 3 Il 5 9 6 8 8 o)—/ 6 I Sheet Title: 2 1 (MIN.)l FRAMING DETAILS � 3 i 4 Date: 12.07.2020 12 Project Number: 202175 5 Drawn By: TA/CAD E O U / O co 13 1 14 L C Sheet Number: ALTERNATE CONNECTION 10RIGHT U o y o engineers NSI S5m8 254 STUD WALL AT GABLE END 254-202115 NO SCALE 'r Q N O C N L pp 00 � :D N