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jmwelisdesign <br /> Atom <br /> 713 Washington steet <br /> kerrville,texas 78028 <br /> 830.890.8808/830.895.9770 <br /> n Sacramento,ca.916.980.9165 <br /> jmwellsdesign@gmail.com/ <br /> T <br /> jackmwells@outlook.com <br /> COPY RIGHT 2 0 24 <br /> NOT PUBLISHED.ALL RIGHTS RESERVED BY DESIGNER. DRAWINGS <br /> AND SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND SHALL <br /> REMAIN THE PROPERTY OF THE DESIGNER.THEY SHALL NOT BE USED <br /> ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT BY <br /> ------ ----------------- AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO <br /> THE DESIGNER.CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND <br /> CORRELATION DIMENSIONS AT THE JOB SITE,THE DESIGNER WILL NOT <br /> BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, <br /> TECHNIQUES, SEQUENCES OR FOR SAFETY PRECAUTIONS AND <br /> PROGRAMS IN CONNECTION WITH THE PROJECT. <br /> Pg����t3T <br /> Company, LLC <br /> Daryl Jordan,P.E. <br /> A4.0PO Box 467 <br /> Mount Hermon,CA 95941 <br /> (209) 485-8620 <br /> Q�pE ES SIONq <br /> I — ��O P��` JOR�lF �•• <br /> * • �`10 <br /> I <br /> CIV1� <br /> ` <br /> e` <br /> P <br /> Q� OF CA����� <br /> I <br /> I <br /> "���_____ ________________ date of issue/revisions: <br /> • • . <br /> ____________ no. date description <br /> ------------ <br /> I I I <br /> BRACE WALL LEGEND/ SCHEDULE: <br /> CS-WSP/WSP �pv <br /> (CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANEL) (WOOD STRUCTURAL PANEL) <br /> A ———— EXTERIOR SHEATHING (TYPICAL) <br /> 15/52" min. APA RATED STRUCTURAL SHEATHING, FASTEN WITH J� 4 <br /> MINIMUM 8d NAILS AT 6" O.G. AT PANEL EDGE, 8d NAILS AT ���� <br /> 12" O.G. IN THE FIELD. BOTTOM PLATE ATTACHMENT 1/2"x 10" 'N '4\�� <br /> • J INDICATES 5/8"x 12" MINIMUM ANCHOR BOLTS WITH SIMPSON <br /> A.B. @ 48„ O.G. (SHEET PLAGEMENR SHALL BE HORIZONTAL) D minimum 'HDU2' HOLD-DOWN <br /> I I I ABW <br /> (ALTERNATE BRACE WALL) <br /> I I I I <br /> I I I <br /> I I I <br /> AB — — — — EXTERIOR 5HEATHING (AS NOTED) <br /> 15/52” min. APA RATED STRUCTURAL SHEATHINO, FASTEN WITH <br /> MINIMUM 8d NAILS AT 4" O.G. AT PANEL EDGE, 8d NAILS AT <br /> 12" O.G. IN THE FIELD. BOTTOM PLATE ATTACHMENT 1/2"X 10" °e® ° Simpson Hl <br /> A.B. a 56" O.G. (OMIT Y2 A.B.s AT SIMPSON HDU ANCHORS) <br /> (HDU2, HDU8, HDU11, and O <br /> I I HDU14 similar) <br /> (SHEET PLACEMENT SHALL BE HORIZONTAL) <br /> _ I GB u <br /> I I I <br /> `o ---- ----- - (GYPSUM BOARD) <br /> --- <br /> Ac - 1 - 1 —INTERIOR SHEATHING <br /> II O O <br /> INTERIOR SHEATHING/ FINISH 1/2 MINIMUM GYPSUM WALL BOARD ON 2x • O <br /> "STUD" GRADE STUDS AT 16" O.G. MAX., FASTEN WITH MINIMUM 1 1/4" <br /> * SCREWS, TYPE W or S AT -1" O.G. AT PANEL EDGE AND 7" O.G. IN THE •� L <br /> A4.0 -- - - <br /> I I I I <br /> I I I Ii <br /> I I I I <br /> I I I <br /> (TYPICAL AR� ALL IN7ERIO <br /> C WALLS) I ca <br /> l ---------- - '' ------------� O C <br /> 0 ca <br /> -- ------ <br /> , . HOLD DOWN SCHEDULE: <br /> l B0 C <br /> SYMBOL HOLD DOWN ID CAPACITY (LBS) MIN FRAMING ANCHOR BOLT EMBEDMENT(min) 00=0 ea <br /> O (min) MEMBERa <br /> D HDU2* HDU2* ----- 4x4 SSTB16 ---- V2=5/8" to <br /> LLI <br /> � I I I II I I •� � OV <br /> I LA <br /> I I = D1 �0.+ <br /> II I I I I •� � M H <br /> =°— ---------J---- — ------------------ <br /> 0 i 0 AA ———— EXTERIOR 5HEATHIN5 (TYPICAL U.N.O.) <br /> B0� � I I <br /> O ------------- <br /> 0 I 11 <br /> I I <br /> � I I <br /> O I 11 I <br /> O I I 11 II r <br /> CD <br /> N <br /> z / <br /> O a U <br /> DO Z <br /> zco <br /> N I I I <br /> � wZ <br /> ry <br /> o <br /> W U <br /> a) <br /> O Z O � <br /> � a <br /> CD 'W° ° o Qo <br /> o <br /> N <br /> � . o ANN <br /> O sheet contents <br /> Proposed <br /> o Braced Wall Plan <br /> U <br /> z <br /> O project no <br /> U drawn by 24101 <br /> L <br /> LU jm <br /> J checked by <br /> c i JMW/DJ <br /> Z � PLAN <br /> NORTH project architect <br /> 3 � <br /> Q � <br /> u� <br /> plot date 05092024 <br /> n <br /> / PPROXIMATE sheet number <br /> o NORTH <br /> 0 Brace Wall Schematic STRUCTURAL DISCLAIMER: <br /> JMWELLS DESIGN is not a engineering firm. The Structural design/system and and/or elements,either noted or implied,are for general <br /> guideline purposes only. These drawings have not been reviewed by a licensed Structural Engineer, (unless an official stamp of anS1 <br /> U icensed engineer appears on these drawings). it is the responsibility of the owner and General Contractor to obtain the services of a • <br /> O o 0 1 1/4''= 1'-0 licensed Structural Engineer to review these drawings prior to construction. By accepting these drawings,JMWELLS Designer/Jack <br /> 0 <br /> / O Wells is released from all liability for any STRUCTURAL defects and/or failures. <br /> o - of - <br />