1622 E MARINE VIEW DR 2018 Plans 2022-12-27 (3)

Lo ruc uro Nodes JOHNSON BRAUNDiNC. E FOCI 1NG APPLY UNLESS SHOD ONERNISE ON THE '° ; °°IN .) 15200 52nd Ave. South ` i Suite 300 co Seattle,WA 98188 Phone 206.766.8300 www.johnsonbraund.com 55. TIMBER GON\EGTORS CALLED OUT BY LETTERS AND NUMBERS 5-ALL BE "STRONG=TIE" BY SIMPSON COMPANY, AS SPECIFIED IN ARCHITECTURE THEIR WOOD GONSTRUGTION CONNECTORS CATALOG NO. G=C-2O11. ALTERNATE CONNECTORS CONFORMING WITH IBC SECTION 1111 INTERIOR DESIGN MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE STRUCTURAL ENGINEER. A CURRENT IGC-ES REPORT AND A LIST Greg L.Allwine,AlA STATING T-E ITEM-FOR-ITEM SUBSTITUTION MUST BE SUBMITTED TO ThE STRUCTURAL ENGINEER FOR ANY PROPOSED SUBSTITUTES. Jeffrey A.Williams,AlA T-E CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ENGINEERING COSTS RELATING TO REVIEW AND/OR RE-DESIGN TO AGGOv11ODATE —__T__�__��___ � PROPOSED SUBSTITUTIONS. INSTALL NUMBER AND SIZE O= FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE _ ALE INSTALLED IN ACCORDANCE WIT- T-E MANUFACTURER'S INSTRUCTIONS. W ERE CONNECTOR STRAPS CONNECT TWO MEMBERS, CENTER PORTER STRAP ON JOINT AND INSTALL NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER, IT EQUAL NUMBER AND SIZE 1 ,E E OF FASTENERS IN EAC- MEMBER. ALL BOLTS IN WOOD '1EvBERS 5-ALL CONFORM TO ASTM A501. INSTALL WAS-ERS UNDER ThE -FADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. ALL SHIMS SHALL BE SEASONED AND DRIED AND T-E SAME 801 SECOND AVENUE-SUITE 900 GRADE (MINIMUM) AS MEMBERS CONNECTED. SEArU LE,WA 98104 ALL TIMBER CONNECTORS IN CONTACT WITH FIRE RETARDANT TREATED MOOD OR PRESSURE-TREATED WOOD THAT USES PRESERVATIVE P: 206/343-046d P: 2661343-5691 CHEMICALS OT-ER T-AN DOT SODIUM BORATE (55X) WIT-OUT N05i02 SHALL BE vANUFAGTURED FROM ZvAX STEEL BY 5ITSON LTING (GM STEEL PER ASTM A655) , OR TYPE 5OL OR 516 STAINLESS STEEL. ALTERNATIVELY, CONNECTORS CAN BE POST =OT DIP A CCRI�u STRUCTURAL A GALVANIZED PER ASTrI A125 OR MECHA ICALLY GALVANIZED °ER ASTM B615, CLASS 55 OR GREATER. STAINLESS STEEL CIVIL ENGINEERING CORPORATION FASTENERS 5-ALL BE USED WIT- STAINLESS STEEL CONNECTORS, AND =OT DIP GALVANIZED FASTENERS PER ASTM A155 5-ALL BE USED WITH GALVANIZED CONNECTORS. N �t 36. SELF=TIGGTENI NG -OLDOWN SYSTEM 5-ALL BE DESIGNED BY THE 'vANU=AGTURER FOR THE LOADS AND CONDITIONS 5-OWN ON T-E � MA�Ip DRAWINGS AND 5-ALL BE =URNIS-ED AND INSTALLED IN CONFORMANCE WIT- T-E MANUFACTURER'S INSTRUCTIONS. 44. �� f SEL-PTIG&TENING SYSTEM SHALL BE DESIGNED TO ACCOMmODATE 5/S OF SaRINKAGE PER =LOOR. 5-0P DRAWINGS AND CALCULATIONS SHALL BE PROVIDED AS A DEFERRED SUBMITTAL TO T-E ARC-ITECT AND STRUCTURAL ENGINEER °ER GENERAL STRUCTURAL NOTE <6SN=I136> , 5-0P DRAWINGS SHALL INDICATE LOCATIONS, LOAD CAPACITIES AND SELF4TIG®TENING DEVICE Iv. 9 ,3 OF EAC- ROLDOWN RUN. ThESE PRODUCTS SHALL BE ONE OF THE FOLLOWING: ! c ,: 3 Fay° ®M/25/1 S AUTO TIGHT ROD SYSTEM USING ThE "AT AUTOMATIC TAKE-UP SHRINKAGE COMPENSATOR" TAKEUP DEVICE `4ANUFACTURED BY COMMINS MANUFACTURING INC. ( ICC-ES REPORT NO. ESR®154) EART=BOUND SEISMIC -OLDONN SYSTEM USING THE "SLACKJAC<" TAKEUP DEVICE MANUFACTURED BY EARTHBOUND CORPORATION ( ICC-ES REPORT NO. ESR=2SLS) ATS ANCHOR TIEDOWN SYSTEMS USING T-E "TUD" "ATUD" , 4 "CTUD" TAKEUP DEVICE MANU=ACTURED BY SIMPSON STRONG-TIE ( ICC-ES REPORT NO. ESR-232O) ThE MANUFACTURER 5-ALL DESIGN ThE SELF-TIG-TENING HOLDOWN SYSTEM SUC- THAT VERTICAL ELONGATION, DEFLECTION, AND MOVEMENT OF ThE -OLDOHN SYSTEM AT EAC- FLOOR DOES NOT EXCEED 0. 15" . VERTICAL ELONGATION, DEFLECTION, AND MOVEMENT SHALL INCLUDE ROD ELONGATION, BEARING PLATE DEFLECTION RESULTING FROM WOOD PERPENDICULAR TO GRAIN COMPRESSION, AND TAKE UP DEVICE LOAD DEFORMATION AT SPECIFIED LOADS FROM T-E HOLDOWN LOAD SCHEDULE OF 10/56.06 . • TAKE UP DEVICE LOAD DE=OR4ATION SHALL INCLUDE TAKEUP DEVICE AVERAGE TRAVEL AND SEATING INCREMENT Q R IN ACCORDANCE WITH ICC ACCEPTANCE CRITERIA AC516. SUBSTITUTES PROPOSED BY CONTRACTOR SHALL BE SUBMITTED FOR REVIEW WIT- CURRENT ICC-ES REPORTS. IN ADDITION, SUBSTITUTIONS 5-ALL MEET ICC-ES ACCEPTANCE CRITERIA AC516. 51. WOOD 'RAMING NOTES: ThE FOLLOWING APPLY UNLESS OT-ERWISE NOTED ON THE DRAWINGS: A. ALL HOOD FRAMING DETAILS S®ALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF T-E IBC. MI\IMUM NAILING 5-ALL CON'ORN TO IBC TABLE 2504. 10. 1 OR CURRENT ICC-ES REPORT NERG212. COORDINATE THE SIZE AND LOCATION O= ALL OPENINGS WIT® MEC-ANICAL AND ARC-ITEGTURAL DRA"INGS. INSTALL WAS-ERE ISSUE DATA: Issue Date UNDER THE -EARS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. INSTALLATION OF LAG SCREWS 5-ALL CONFORM TO 2012 NDS SECTION 11 . 1 .4, AND INSTALLATION OF BOLTS 5-ALL CONFORM TO 2015 NDS SECTION 11 . 1 .5. B. WALL =RAMING: TWO STUDS MINIMUM 5-ALL BE INSTALLED AT T-E ENDS OF ALL WALLS, UNLESS OTHERWISE NOTED. INSTALL SOLID BLOCKING FOR HOOD COLUMNS THROUGH 'LOOK SPACES TO SUPPORTS BELOW. ALL STUD WALLS 5-ALL HAVE TGEIR LOWER WOOD PLATES ATTAC-ED TO WOOD FRAMING BELOW WIT- 166 NAILS AT 12"00 STAGGERED OR BOLTED TO CONCRETE WITh 5/8" DIAMETER ANC-OR BOLTS @ 4' ®0"%e PER IBC SECTION 2308.E (EMBED I") , UNLESS OTHERWISE NOTED. 5" x 5" x 0.221' PLATE WASHERS 5-ALL BE USED WIT- ALL SILL PLATE ANG-OR BOLTS AND INSTALLED PER AF4PA SDPWS92005 SECTION 4.5.6.4.5. INDIVIDUAL MEMBERS OF BUILT-UP STUD POSTS SHALL BE NAILED TO EAC- OTHER IT 160 @ 12"0c STAGGERED. C. FLOOR AND ROOF FRAMING: INSTALL DOUBLE JOISTS SEPARATED BY SOLID BLOCKING EQUAL TO DEaTh OF STUDS ABOVE UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE ThAN -ALF T-E JOIST LENGTH AND AROUND ALL OPENINGS IN =LOORS OR ROOFS. INSTALL SOLID BLOCKING AT ALL BEARING POINTS. TOENAIL JOISTS TO SUPPORTS WITH TWO 160I NAILS. ATTAC9 TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH SIMPSON METAL JOIST ANGERS IN ACCORDANCE WITH NOTES ABOVE. NAIL ALL MULTI-JOIST BEAMS TOGETHER WIT- 16c @ 12'00 STAGGERED. ROOF AND FLOOR SHEATHING 5-ALL BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS AND NAILED 0,' AS 5-OHN ON THE DRAWINGS, INSTALL APPROVED PANEL EDGE CLIPS CENTERED BETWEEN JOISTS/TRUSSES C:; AT UNBLOCKED ROOF S-EAThING EDGES. ALL FLOOR S-EAT'ING EDGES 5-ALL -AVE APPROVED TONGUE-AND- a; , GROOVE JOLTS OR SHALL BE SUPPORTED WIT- SOLID BLOCKING. ALLOW 1/S" SPACING AT ALL PANEL EDGES EE, 0 AND ENDS OF FLOOR AND ROOF 5=EATHING. TOENAIL BLOCKING TO SUPPORTS HIT- 160 @ 12"00. AT BLOCKED FLOOR AND ROOF DIAP-RAGMS, INSTALL FLAT 2x BLOCKING AT ALL UNFRAMED PANEL EDGES AND NAIL WIT- (14; EDGE NAILING SPECIFIED. •x 5 o IN ACCORDANCE WIT- IBC SECTION 1604.S.3, DECKS 5-ALL BE POSITIVELY ANC-ORED TO ThE STRUCTURE BY MEANS OTHER ThAN NAILS SUBJECT TO WITHDRAWAL. ANC-OR WIT- MINIMUM ( 1) 6516 STRAP AT EACH END ATTAG-ED TO DECK JOISTS AND TO A SOLID BLOCKING NEvIBER WIT-IN ThE BUILDING. � l� < :8 D. WOOD 5®RINKAGE: T®E PLUMBING, =IRE PROTECTION, DRAINAGE, MEC-ANIGAL, ELECTRICAL, CLADDING, AND OTHER ,� < SYSTEMS INSTALLED WITHIN T-E BUILDING SHALL BE DESIGNED AND CONSTRUCTED TO ACCOMMODATE VERTICAL W 0 z S-RINKAGE AT THE WOOD FRAMING LEVELS. THE MOOD SHRINKAGE AMOUNT 5-ALL BE ASSUMED TO EQUAL 5/S" FOR ®® 0 g EAC- WOOD ®RAMED FLOOR LEVEL. E. NAILING: MINIMUM NAIL DIAMETER AND LENGT- SHALL BE AS FOLLOWS: PROJECT#: S182046-03 NAIL SIZE ON DRAWINGS DIAMETER AND LE\GT9 DRAWIVt3Y: JAT eq 5-EATING NAILS Sc 0. 131 " x 2 1/4" CHECKED BY: CMP 100 0. 145' x 2 1/2" GENERAL FRAMING 'AILS 10d 0. 145 x 5' STRUCTURAL NOTES 16d 0. 1451 x 3 1/4,I 5S. ALL TIMBER FASTENERS IN CONTACT HIT-a FIRE RETARDANT TREATED WOOD OR PRESSURE-TREATED WOOD T-AT USES CHEMICALS OTHER T-AN DOT SODIUvf BORATE (55X) WIT-OUT N05102, 5-ALL BE POST -OT DIP GALVANIZED PER ASTM A155. Cd 05.5 x. , PERMIT 9/28/18