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DRAWING LECEND �
<br /> • Glued Laminated Timber: Conform to AITC 117-2004 "Standard Specifications for Structural Glue-
<br /> laminated Timber of Softwood Species, Manufacturing and Design" and ANSI/AITC A190.1 "Strwctural MARK DESCRIPTION MARK DESCRIPTION
<br /> Glued Laminated Timber." Camber all glued laminated beams, except cantilevered and continuous �
<br /> beams, to 3000' radius, unless shown otherwise on the plans. FOOTING SYMBOL (REFER TO
<br /> TABLE of GLULAM and GRADE F2'0 SPREAD FOOTING SCHEDULE) I INDICATES WIDE FLANGE COLUMN
<br /> PILE CAP SYMBOL (REFER TO INDICATES HOLLOW STRUCTURAL
<br /> Member Sizes Species ComboSym- Uses P� PILE CAP SCHEDULE) � SECTION (HSS) COLUMN OR
<br /> TUBE STEEL (TS) COLUMN
<br /> Beams All DFIDF 24F–V4 Simple Spans TILT–UP/PRECAST CONCREfE WALL INDICATES HOLLOW STRUCTURAL
<br /> Continuous or with Cantilever �A CONNECTION SYMBOL o SECTION (HSS) COLUMN OR
<br /> Beams All DF/DF 24F–V8 (REFER TO CONNECTION DETAIL) STEEL PIPE COLUMN �
<br /> Spans I II, •
<br /> W6 SHEAR WALL SYMBOL (REFER TO � INDICATES WOOD POST
<br /> Columns All DF L2 Post, Truss Member SHEAR WALL SCHEDULE) c'1 � C h 1 t e C t S
<br /> • Wood Structural Sheathinq (Plywood): Wood APA-rated structural sheathing includes: all veneer ply- Q REVISION TRIANGLE ■ INDICATES BUNDLED STUDS 2505 Third Avenue
<br /> wood, oriented strand board, waferboard, particleboard, T1-11 siding, and composites of veneer and
<br /> wood based material with T&G joint. Architect may disallow OSB. Confirm with Architect. Conform to Suite 324
<br /> TILT–UP/PRECAST CONCREfE WALL Seattle, WA 98121
<br /> "Construction and Industrial Plywood" based on Product Standard PS 1-07 by the U.S. Dept. of Com- �1 PANEL NUMBER (REFER TO TILT–UP/ � INDICATES CONCREfE COLUMN
<br /> merce, and "Performance Standard for Wood-Based Structural-Use Panels" based on Product Stand- PRECAST CONCREfE WALL ELEVATIONS)
<br /> ard PS 2-04 by the U.S. Dept. of Commerce and "Plywood Design Specification" based on APA 206.720.7001 hone
<br /> PDS-04 by the American Plywood Association. Unless noted otherwise, sheathing shall comply with CMU WALL REINFORCING SYMBOL ;� P
<br /> 1 (REFER TO CMU WALL REINFORCING INDICATES PRECAST 206.720.2949 fax
<br /> the following table: ��f�` CONCREfE COLUMN
<br /> SCHEDULE)
<br /> TABLE of SHEATHING -Use, Minimum Thickness and Minimum APA Rating 8,� CONTINUITY PLATE LENGTH INDICATES MOMENT FRAME WWW-craftarchitects.com
<br /> (REFER TO TYPICAL DETAIL) �— CONNECTION
<br /> Location Thickness Span Rating Plywood Grade Exposure INDICATES DOUBLE SHEAR CONNECTION
<br /> Roof 15/32" 32/16 OSB 1 DS (REFER TO THE DOUBLE SHEAR PLATE � INDICATES DRAG CONNECTION
<br /> CONNECTIONS DETAIL)
<br /> � INDICATES NUMBER OF STUD RAIL INDICATES WOOD OR STEEL STUD
<br /> Unless noted otherwise on drawings, install roof and floor panels with long dimension across supports SR REQUIRED AT COLUMN (REFER TO WALL
<br /> and with panel continuous over two or more spans. End joints shall occur over supports. [HUD Materi- STUD RAIL DEfAILS)
<br /> als Bulletin 40C grade marking of sheathing certification is required.] ROOF/FLOOR DIAPHRAGM NAILING
<br /> • Timber Connectors: Shall be "Strong Tie" by Simpson Company as specified in their latest catalog. 01 SYMBOL (REFER TO DIAPHRAGM INDICATES MASONRY/CMU WALL
<br /> Alternate connectors by other manufacturers may be substituted provided they have current ICC ap- NAILING SCHEDULE) �
<br /> proval for equivalent or greater load capacities and are reviewed and approved by the SER prior to STEEL COLUMN SYMBOL (REFER INDICATES CONCREfE/TILT–UP o
<br /> ordering. Connectors shall be installed per the manufacturer's instructions. Where connector straps C1 TO STEEL COLUMN SCNEDULE) CONCREfE WALL �
<br /> connect two members, place one-half of the nails or bolts in each member. Where straps are used as �
<br /> hold-downs, nail straps to wood framing just prior to drywall application, as late as possible in the fram- T SLAB ELEVATION SYMBOL (T/ REFERS •
<br /> ing process to allow the wood to shrink and the building to settle. Premature nailing of the strap may X�_X�, TO COMPONENT THAT THE INDICATES WOOD OR STEEL STUD � W
<br /> lead to strap buckling and potential finish damage. ELEVATION REFERENCES) SHEAR WALL � � �
<br /> Where connectors are in exposed exterior applications in contact with preservative treated wood (PT) STUD BUBBLE (INDICATES NUMBER _ � �
<br /> oth�r than CCA, connectors shall be either batch hot-dipped galvanized (HDG), mechanically galva- ■ 3 OF STUDS REQUIRED IF EXCEEDS �____� INDICATES BEARING WALL BELOW � � (n
<br /> nized (ASTM B695, Class 55 minimum) stainless steel, or provided with 1.85 ozlsf of zinc galvanizing NUMBER SPECIFIED IN PLAN NOTE) Q
<br /> equa l to or be t ter t han Simpson Z M A X finis h. S I N D I C A T E S S T E P I N F O O T I N G �
<br /> —Q (REFER TO TYPICAL STEP IN ����"""� INDICATES EXISTING WALL � �
<br /> Nail straps to wood framing as late as possible in the framing process to allow the wood to shrink and FOOTING DETAIL) � � �
<br /> the building to settle. Premature nailing of the strap may lead to strap buckling and potential finish
<br /> damage.
<br /> L_ DEfAILS OR SECTION CUT POST–TENSION DEAD END PLAN U �
<br /> X/SX.X (DETAIL NUMBER/SHEET NUMBER) � � � �
<br /> • Fasteners (nails, bolts, screws, etc) attaching timber connectors Qoist hangers, post caps and bases, �
<br /> etc) to PT wood shall have similar corrosion resistance properties (matching protective treatments) as - X DETAILS OR SECTION CUT IN PLAN �
<br /> the protected connector. Fasteners (nails, bolts, screws, etc) attaching sawn timber members or ` � sx.x VIEW (DEfAIL NUMBER/SHEEf NUMBER) POST–TENSION STRESSING END (PLAN) � W
<br /> sheathing (shear walls) to PT wood be corrosion resistant; nails and lag bolts shall be either HDG �
<br /> (ASTM A153) or stainless steel. Verify the suitability of the fastener protection/coating with the wood INDICATES LOCATION OF CONCRETE 3 POST–TENSION PROFILE PLAN � W
<br /> WALLS, SHEAR WALLS OR BRACED � �
<br /> treatment chemical manufacturerlsupplier. X/SX.X FRAME ELEVATIONS (IN INCHES)
<br /> Provide washers under the heads and nuts of all bolts and lag screws bearing on wood. SPAN INDICATOR (INDICATES EXTENTS
<br /> f-e�� OF FRAMING MEMBERS OR OTHER ci--�--5 INTERMEDIATE STRESSING (PLAN)
<br /> • Laa BoltslBolts: Conform to ASTM A307 and IBC Section 2304.9. STRUCTURAL COMPONENTS)
<br /> NAILING REQUIREMENTS: Conform to IBC Section 2304.9 "Connections and fasteners." Unless noted on � INDICATES DIRECTION OF DECK SPAN
<br /> plans, nail per Table 2304.9.1. Nailing for roof/floor diaphragms/shear walls shall be per drawings. Nails shall
<br /> be driven flush and shall not fracture the surface of sheathing. Alternate nails may be used but are subject �
<br /> to review and approval by the Structural Engineer. Substitution of staples for the nailing of rated sheathing is A��REVIATIONS
<br /> subject to review by the structural engineer prior to construction. CONSULTAI�T
<br /> c Angle FDN Foundation PSF Pounds per Square •
<br /> STANDARD LIGHT-FRAME CONSTRUCTION: Unless noted on the plans, construction shall conform to AB Anchor Bo I t F I N F i n i sh Foot
<br /> IBC Section 2308 "Conventional Light-Frame Construction." ADDL Add i t i ona I FLR F I oor PS I Pounds Per Square
<br /> ALT Alternate FRP Fiberglass Inch
<br /> NAILERS ON STEEL COLUMNS and BEAMS: Wood 3x nailers are generally required on all HSS columns ARCH Archi tectural Rei nforced Plast ic PSL Paral lel Strand
<br /> and steel beams abutting or embedd�d within wood framing. Unless noted otherwise, attach with 5t8" diame- B or BOT Bot tom FTG Foot i ng Lumber ' � � � � � � ��
<br /> ter bolts or welded studs at 16" on centers. Wood nailers on beams supporting joist hangers shall not over- B/ Bot tom Of F/ Foce of P–T Post–Tens i oned 818 STEWART STREET•SUITE 1000
<br /> hang the beam flange by more than %4". BLDG Bu i I d i ng GA Goge PT Pressure Treated SEATTLE, WASI�INGTON 98101
<br /> BLKG B I ock i ng GALV Ga I van i zed R Rad i us PHONE:(206)332-1900 • FAX:(206)332-1600
<br /> MOISTURE CONTENT: Wood material used for this project shall have maximum moisture content of 19% BMU Br i ck Masonry Un i t GEOTECH Geotechn i ca I RD Roof Dra i n WEBSITE: www.dci-engineers.com
<br /> except for the pressure-treated wood sill plate. Refer to TESTING & INSPECTIONS for the verification of BP Baseplate GL Glue Laminoted REF Refer/Reference CIVIL / STRIJCTURAL
<br /> these limits. The maximum moisture content required may be less than 19% when based on a particular BRBF Buck I i ng Res i s t i ng T imber RE I NF Re i nforc i ng OO Copyright 06/2076 D'nmato Conversano Inc. All Rights Reserved
<br /> cladding/insulation system. Refer to the Architect's drawings, and project specifications, or with cladding in- Braced Frame GWB Gypsum Wa I I Board REQD Requ i red Th�S document,and the��eas qnd designs maY not 6e reused,in who�e o�
<br /> in part, without written permission from D�Amato Conversano Inc.
<br /> staller for maximum recommended moisture content. BRG Bear i ng HDR Header RET Reta i n i ng D�Amoto Conversano Inc.disdaims any�esPo�s�b,�ry fo.,�5 unauihodzed�se.
<br /> BTWN Between HF Hem–Fir SCBF Special Concentric $1"AMP
<br /> SHRINKANGE COMPENSATION FOR MECHANICAL ELECTRICAL AND PLUMBING SYSTEMS: MEP � Centerl ine HGR Hanger Braced Frame '
<br /> systems, including ductwork, pipes, and other elements that run continuously between levels shall be in- C Camber HD Ho I d–down SCHED Schedu I e � E 8
<br /> stalled/designed in such a manner to accommodate shrinkage in the wood framing. Wood shrinkage CB Caste I I ated Beam HORIZ Hor i zonta I SHTHG Sheoth i ng 0 �'
<br /> amounts will vary depending on the construction process and materials used. The anticipatecl shrinkage C I P Cas t i n P I ace HP H i gh Po i n t S I M S i m i I a r ��oF ��'ASkj���.
<br /> und�r typical conditions is expected to range between 1/8" and 1/4" per floor. CJ Cons t ruc t i on or HSS = TS (Ho I I ow SMF Spec i a l Momen t ' �: �
<br /> �3Kn..�`i �
<br /> Control Joint Structural Section) Frame � � :�.
<br /> CLADDING COMPATIBILTY: The ArchitecUOwner shall review the cladding and insulation systems pro- CJP Comp l ete Jo i n t I BC I n ternat i ona I Bu i I d i ng SOG S I ab on Grade ,
<br /> posed for the project with respect to their performance over wood studs with moisture contents greater than Penet rat i on Code SPEC Spec i f i cat i on �w'`
<br /> 19%. �IFS systems should be avoided on wood-framed projects due to problems with moisture proofing. CLG Ce i I i ng I D I ns i de D i ameter � SQ Squore `�'� `��� 29759 ,�,v`� v
<br /> CLR Clear IE Invert Elevation SR Studrai I ���; rr��aL ENG�� ��>
<br /> PRESERVATIVE TREATMENT (PT� Wood materials are required to be "treated wood" in accordance with CMU Concrete Masonry I F I ns i de Face SF Square Foot `�"SIOiV_��l_, �vCz
<br /> IBC Section 2304.11. "Decay and Termite Protection" shall conform to the appropriate standards of the Un i t I NT I n ter i or SST Sta i n I ess Stee I
<br /> American Wood-Preservers Association (AWPA) for sawn lumber, glued laminated timber, round poles, COL Co I umn k K i ps STAGG Staqger/Staggered Submittals/Revisions:
<br /> wood piles and marine piles. Follow American Lumber Standards Committee (ALSC) quality assurance pro- CONC Concrete KSF Ki ps Per Square Foot STD Stondard
<br /> cedures. Products shall bear the appropriate mark. Fasteners or anchors in treated wood shall be of stain- CONN Connect i on LF L i nea I Foot ST I FF St i f fener PERMIT SUBMITTAL 05/04/16
<br /> less steel or hot-dipped galvanized or as per IBC 2304.9.5. CONST Cons t ruc t i on LL L i ve Load STL St ee I °
<br /> CONT Continuous LLH Long Leg Horizontal STRUCT Structural
<br /> Mud sill plates in normally dry interior applications may be treated with Sodium Borate (DOT - Disodium Oc- C'S I NK Counters i nk LLV Long Leg Ver t i ca I S4WVJ So I i d Web Wood 0 CITY COMMENTS 07�07�16
<br /> taborate Tetrahydrate} as recent studies have noted less connector corrosion potential than other available CTRD Centered LP Low Po i nt Jo i st
<br /> wood treatments or the original CCA treated sill plates. Wood treated with Sodium Borate shall be protected � D i ame t er LONG I T Long i t ud i na I SYM Syrrme t r i ca I
<br /> during shipment, storage and installation to minimize leaching of the water-soluble preservative from the DB Drop Beam LSL Laminated Strand Lumber T Top
<br /> lumber. Sodium borate pressure treated plates do not require hot-dipped galvanized connectors. DBA Deformed Bar Anchor LVL Lami nated Veneer Lumber T/ Top Of
<br /> DBL Double MAS Masonry T&B Top 8� Bottom
<br /> If using sill plates other than CCA or sodium borate, fasteners must be hot dipped galvanized or stainless DEMO Demo I i sh MAX Mox imum TC AX LD Top Chord �
<br /> steel. Fasteners (nails, bolts, screws, washers & lag screws) attaching timber connectors (joist hangers, DEV Deve I opmen t MECH Mechan i ca I Ax i a l Load �
<br /> post caps and bases, etc) to PT wood shall have similar corrosion resistance properties (matching protective DF Doug I as F i r MEZZ Mezzan i ne TCX Top Chord Extens i on �W
<br /> treatments) as the protected connector; that is, use hot dipped galvanized or stainless steel fasteners. Fas- D I AG D i agona I MFR Ma n u f ac t u r e r TDS T i e Down Sy s t em Y"
<br /> teners (nails, bolts, screws, washers & lag screws) attaching sawn timber members or sheathing (shear D I ST D i st r i buted MI N M i n imum T&G Tongue & Groove ��
<br /> DL Dead Load MISC Miscellaneous THKND Thickened � �'
<br /> walls) to Pressure Treated wood be corrosion resistant(hot dipped galvanized or stainless steel. DN Down N I C No t I n Con t rac t THRD Th r eaded =_
<br /> Always verify the suitability of the fastener protection/coating with the wood treatment chemical manufactur- DO D i t to NTS No t To Sca I e THRU Through ° �
<br /> er/supplier. DP Depth/Deep OC On Center TRANSV Transverse oL
<br /> DWG Drawing OCBF Ordinary Concentric TYP Typical �.`s
<br /> (E) Ex i st i ng Braced Frame UBC Un i form Bu i I d i ng ~� Sheet Title: STRUCTURAL �
<br /> EA Each OD Outside Diameter Code �€:;
<br /> EF Each Face OF Outside Face UNO Unless Noted � T G�NERAL NOT�S
<br /> EL Elevation OPNG Opening Otherwise �o
<br /> ELEC Electrical OPP Opposite URM Unreinforced � �
<br /> ELEV Elevator OWSJ Open Web Steel Joist Masonry Unit m� Date: 04/07/16 '
<br /> EMBED Embedment ONMIJ Open Web Wood Joist VERT Vertical �
<br /> EQ Equa I e P I a t e W Wi de � N Design: TB
<br /> EQUIP Equipment PAF Powder Actuated Fastener W/ With �o
<br /> EW Each Way PC Precast W/0 Without ;a
<br /> EXP Expans i on PERP Perpend i cu I ar WHS We I ded Headed Stud Y n Drawn: �M
<br /> �' EXP JT Expansion Joint PLWD Plywood WP Working Point � _
<br /> N EXT Exterior PP Partial Penetration 4WVF Welded Wire Fabric �N3 Project No:
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<br /> FD Floor Drain PREFAB Prefabricated f Plus or Minus � � 16011-0158
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