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[ <br /> 1 <br /> sow <br /> mu <br /> ® FOSSATTI PAWLAK <br /> STRUCTURAL ENGINEERS <br /> 1735 Westlake Ave N,Ste 205 <br /> Seattle,WA 98109 <br /> 14-1/2" MAX. & <br /> END OF _ 8" MIN. 0 SLACKJACK DP/ICE Phone: .45 071 <br /> SHEAR WALL a STANDARD FRAMING �� Fax:206.456.3076 www.fossatti.com <br /> i► Or �i• INTERIOR STUD <br /> ill,' PLATE <br /> BRIDGE - DO <br /> CV <br /> // '` j NOT NAIL NOTES: <br /> .1) % 1. DETAILS SHOWN ARE FOR REFERENCE ONLY AND ARE TO BE USED FOR BIDDING AND PLANNING PURPOSES ONLY. N- P. P,9 <br /> �J: ;\ FACE NAILING pF WASy1. w <br /> �� 4 N;/ EACH SIDE (TYP). 2. THE PRE-ENGINEERED ROD HOLD-DOWN SYSTEM IS A DEFERRED SUBMITTAL. SEE S1.1 A.12 FOR REQUIREMENTS. Eti' F;_` ��;y '. <br /> o Ad(-- <br /> ., . \-]L 3. DETAILS ARE REPRODUCED FROM EARTHBOUND SYSTEM GENERIC RUN INFO SHEET. 61 i <br /> �V,c��b 23024 e__44.// <br /> 4. `ram- BRIDGE TRIMMERS 4 III II SHRINKAGE DEVICE ��S URgL ��• <br /> U /�-, ` � _ (BY EARTHBOUND) ALL SHEAR PA \EL NAIL SPACI\G , L E <br /> W �� ( ,=f) BEARING PLATE IS PER THE SHEAR WALL SCHEDULE <br /> m _� !,�, k,-. BRIDGE TRIMMERS SHALL <br /> ' ' I ± ROD (R) BE 2x MEMBERS ONLY. I ~ j 4x6/6x6 BRIDGE <br /> m Z - -- EDGE NAIL FULL HEIGHT END OF SHEAR PROJECT <br /> 10/S4.5 / �_�COUPLER BRIDGE BLOCK. <br /> ROD MEMBER AT EA CH END OF WALL <br /> SHRINKAGE DEVICE <br /> (BY EARTHBOUND) <br /> ��� BEARING PLATE NAILING OF BRIDGE BLOCK <br /> ✓- IS PR❑HIBITED, 'N <br /> SOLID BLKG <br /> (TYP) ` ` _� <br /> � EDGE NAIL ALL BRIDGE �'° �\ <br /> TRIMMERS. � <br /> TYP. BRIDGE INSTALLATION PROD ��_ <br /> �' <br /> 1 f� CO <br /> COUPLER BRIDGE TRIMMER FACE <br /> SHRINKAGE DEVICE <br /> � (STITCH) NAILING PER -5,,,,, ; � Q <br /> (BY EARTHBOUND) SHOP DRAWINGS. REQUIRED ' A �� <br /> BEARING PLATE ON TWO (2) TRIMMERS ` <br /> DETAIL 10 f ONLY, ,- NOTES 1 0 }; <br /> SOLIDY BLKG <br /> ROD BRIDGE �� �► Z N <br /> COUPLER LEVEL .4.4.1� <br /> _1. ''`..,1, SHRINKAGE DEVICE C W <br /> / <br /> ( (BY EARTHBOUND) <br /> NOTE: SOLID BLOCKING, PROVIDE ENOUGH SOLID I ...,.._jI BEARING PLATE O <br /> BLOCKING IN JOIST SPACE TO MATCH WIDTH OF I I >' <br /> ALL COMPRESSION STUDS OR POSTS OF THE SOLID BLKG <br /> WALL BELOW. (TYP) j ENGINEERED HOEDOWN SCHEDULE: DOUG-FIR <br /> - <br /> FIELD NAILING ON MARK ABCDEF GHJK L M <br /> 14-d" MAX 0 11/S4.5 / I�ROD ALL STUDS EXCEP- TENSION/COMPRESION (K) T C T C T C T C T C T C T C T C T C T C T C T C <br /> '.e ,COUPLER - SHEAR WALL END ROOF 5.0 5.0 2.5 2.5 2.5 5.0 2.5 5.0 2.5 2.5 - <br /> STANDARD FRAMING ' <br /> Ja i SHRINAGE DEVICE / ,f SHRINKAGE DEVICE F•U L L HEIGHT * STUD. _ LEVEL 5 12.5 12.5 10 10 7.5 10 5.0 7.5 5.0 5.0 2.5 7.5 7.5 7.5 2.5 7.5 - - - - - <br /> �� COMPENSATION DEVICE 12/S4.5 (BY EARTHBOUND) COMPRESSION LEVEL 4 20 20 15 15 10 15 10 12.5 7.5 7.5 7.5 12.5 15 15 5.0 7.5 7.5 10 2.5 10 - <br /> END OF ' ' \ INTERIOR STUD v -BEARING PLATE MEMBER LEVELS LEVEL 3 27.525 22.522.512.5 22.5 15 17.5 10 10 10 17.5 22.5 22.5 7.5 10 15 15 7.5 15 7.5 7.5 5 12.5 <br /> SHEAR WALL �, PLATE �� � NOTE: PREVISIONS <br /> ® ` SOLID BLKG EDGE NAILING ON 1. HOLD DOWN FORCES PROVIDED ARE ALLOWABLE VALUES <br /> _-_-!__�`- ( ) '° STUD.R WALL END NO. DATE <br /> END OF WALL ROD <br /> SOLID BLOCKING INTERIOR ��' <br /> N COMPRESSION STUDS 7/01/19 PERMIT REVISIONS <br /> Z PER STRUCT. ENGR. ENGINEERED HOLDOWN SCHEDULE: DOUG-FIR <br /> N a PER FLOOR (TYP) -� I <br /> t- -,12_ REQUIREMENTS. TENSION/COMPRFSION (K) 5 7.5 10 12.5 15 17.5 20 22.5 25 27.5 <br /> NI`y' I / WELD ANCHOR '- F1554 GR 36 ANCHOR BOLT 0 5" . %" 34" %" . 1" 1Y° tY" iY4" 1Y" 1Y" � <br /> 3 S4.5 / ' \ 9/17/19 PERMIT REVISIONS <br /> F1554 GR 55 ANCHO - - - - - - - - - - <br /> ///�I�//ts; (2) 2x PLATES NOTE: <br /> I se ✓�,REINFORCEMENT RE REQUIRBOLTED (2)#4 (2)#4 (2)#4 (2)#4 (2)#4 (2)#4 (4)#4 (4)#4 (4)#4 (4)#4 <br /> MEIME---.-=• EMS SEE SHOP DRAWING GENERAL NOTES FOR NAILING 2x4 STUDS @ WALL END (DF #2) 1 2 2 3 3 4 4 4 5 5 <br /> mu <br /> 2x4 STUDS @INTERIOR 1 1 2 2 3 3 3 4 3 5 <br /> 5. <br /> ROD R REQUIREMENTS WHEN POSTS ARE USED, 4x4 STUDS @WALL END (DF #1) <br /> i'�s. i�' - - - - - - - - - - <br /> WF BM 4x4 STUDS @ INTERIOR - - - - - - - - - - <br /> 2x6 STUDS @ WALL END (DF #2) 1 1 1 2 2 2 2 3 3 3 <br /> 2x6 STUDS @ INTERIOR 1 1 1 1 1 2 2 2 2 3 <br /> TYPICAL U \ D I A G A M NAILING S A Iv P L E STUD HEIGHT (FT) 9'-0" CLEAR HEIGHT BETWEEN PLATES - FOR ENGINEERED HOEDOWN SYSTEM ANALYSIS ONLY. <br /> TYP. S L A C K J A C K TM INSTALLATION ** SIZES FOR REFERENCE ONLY. SEE MFR SUBMITTAL FOR STUD SIZE. SEE 6/S4.5 FOR TYPICAL ORIENTATION <br /> DETAIL 11 HOLDOWN SCHEDULE 2 <br /> 5/28/19 19-042 <br /> PRE-ENGINEERED ROD HOLD-DOWN SYSTEM DATE JOB# <br /> REFER TO EACH RUN BASIS OF DESIGN: EARTHBOUND SEISMIC HOLD-DOWN SYSTEM USING THE SLAB-JACK SHRINKAGE COMPENSATING DEVICE TCB FPP <br /> TYPE FOR TOTAL MANUFACTURED BY EARTHBOUND CORP, ICC-ES REPORT NO. ESR-2848. ANCHOR BOLT DESIGN CHECKED <br /> NUMBER OF TRIMMERS NOMINAL (TOYCPA)TION ZONE BDS AS NOTED <br /> REQUIRED. PROVIDE A PRE-ENGINEERED ROD HOLD-DOWN SYSTEM WHERE REQUIRED AND INDICATED ON THE PLANS. TENSION AND DRAWN SCALE <br /> COMPRESSION FORCES ARE NOTED ON THE PLANS AT REQUIRED HOLD-DOWN LOCATIONS. END OF <br /> FULL HEIGHT SHEAR WALL INTERIOR STUD <br /> PANEL NAILING STUD TYP. THE BY X X ............... I�I <br /> (TYP) <br /> BLACKJACK NUT AND CONDITIONS ONS SHOWN BE FURNISHED AND INSTALLEDIN CONFORMANCEWITH FOR THE LOADS n .-__---_---- �� <br /> TYP DEVICE 3 __ __ _ <br /> �_ _� T MANUFACTURERS INSTRUCTIONS. THE SELF TIGHTENING SYSTEM SHALL BE DESIGNED TO ACCOMMODATE „ OF SHRINKAGE / V. _� i�L <br /> I N /_ V <br /> II iiPER FLOOR. 8-1/2 MIN <br /> I�/ I I / I I SHOP DRAWINGS AND CALCULATIONS SHALL BE PREPARED FOR SUBMITTAL TO THE ARCHITECT, STRUCTURAL ENGINEER, AND 10" MAX <br /> I `F/4, BUILDING OFFICIAL. EACH SHEET OF THE SHOP DRAWINGS AND THE COVER PAGE OF THE CALCULATIONS SHALL BE SEALED <br /> / ������ /IA BY A REGISTERED PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. THE SHOP DRAWINGS SHALL CLEARLY <br /> -1 II <br /> \ / _ - INDICATE THE HOLD-DOWN LOCATIONS, ASSOCIATED DESIGN LOAD, SYSTEM DESIGNATION NUMBER, SELF-TIGHTENING DEVICES, TYP. A N C H P <br /> " & CONNECTION TO THE FOUNDATION. CONSTRUCTION DOCUMENT PLAN SHEETS SHALL BE USED AS THE BACKGROUND FOR O 3OLT T PLAN N <br /> THE SHOP DRAWINGS. <br /> SHEAR WALL ROD --P-PLATE /4REQUIRED BRIDGE THE STRUCTURAL ENGINEER OF RECORD SHALL APPROVE AND REVIEW STAMP WITH INITIAL AND DATE EACH PAGE OF THE SHEET TITLE <br /> BOTTOM PLATE TRIMMER (TYP) SHOP DRAWING SUBMITTAL AND THE CALCULATIONS. SER COMMENTS SHALL BE CLEARLY MARKED. THE SER SHALL PROVIDE ANCHOR BOLT NOTES: <br /> OR BRIDGE. FACE ADDITIONAL A STATEMENT THAT THE SHOP DRAWINGS HAVE BEEN REVIEWED FOR LOADS IMPOSED, CONNECTIONS, AND CONFORMANCE WITH 1. CONTRACTOR SHALL BE RESPONSIBLE FOR HOLD-DOWN <br /> THE DESIGN CRITERIA. NO SUBMITTALS WITH "REVISE AND RESUBMIT" OR SIMILAR LANGUAGE SHALL BE SUBMITTED TO THE <br /> NAILING TYP. TRIMMER(S) TYP. BUILDING OFFICIAL. COORDINATION OF WALL TYPE AND FRAMING SECTIONS <br /> LAYOUT BEFORE LOCATING ANCHOR BOLTS <br /> IN CONCRETE. Q <br /> 2. ALL DIMENSIONS ARE TYPICAL U.N.O. OC DETAILS <br /> TYP. P- PLATE ORIENTATION <br /> & SA'APLE BRIDGE THIN MER NAILING DETAIL <br /> SHEET NO. <br /> 4 • 5 / \ <br /> DETAIL 12 PRE-ENGINEERED PROPRIETARY HOLD-DOWN SYSTEM 6 DETAIL 3 <br />