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GENERAL NOTES: THE WREN UNIT 404 STORAGE LOFT JOB#0201-14 ABBREVIATIONS LIST
DESIGN CRITERIA:
FLOOR LIVE LOAD: 40 PSF
FLOOR DEAD LOAD: 10 PSF
BASIC WIND SPEED(3 SEC GUST): 90 MPH
WIND EXPOSURE:B
SEISMIC DESIGN CATEGORY: C
IBC/IRC EDITION:2012
STRUCTURAL WOOD FRAMING:
1. EXCEPT WHERE NOTED OTHERWISE,ALL 2"NOMINAL LUMBER EXCEPT STUDS
SHALL BE DOUGLAS FIR-LARCH#2 AND BETTER. ALL SOLID TIMBER POSTS AND
BEAMS 3"NOMINAL AND WIDER SHALL BE DOUGtAS FIR-LARCH#2 UNLESS
NOTED OTHERWISE ON PLAN.
2. BOLTS USED IN FRAMING CONNECTIONS SHALL BE INSTALLEDWITH
STANDARD WASHERS AND NUTS.
3. REFER TOTHE 2012 IRC TABLE R6023(1)OR 2012 IBC TABLE 2304.9.1 FOR
MINIMUM FASTENING SCHEDULE. A COPY OF THIS TABLE CAN BE PROVIDED
UPON REQUEST.AS STATED IN SECTION 2304.9.5 OF THE 2012 IBC SECTION
2304.9.5:FASTENERS FOR PRESERVATIVE-TREATED AND
FIRE-RETARDANT-TREATED WOOD SHALL BE OF HOT-DIPPED ZINC-COATED
GALVANIZED STEEL,STAWLESS STEEL,SILICON BRONZE OR COPPER.
FASTENINGS FOR WOOD FOUNDATIONS SHALL BE AS REQUIRED IN AF&PA
TECHNICAL REPORT No.7.
4. UNLESS NOTED OTHERWISE,STEEL CONNECTORS SHALL BE USED TO JOIN
RAFTERS,JOISTS AND BEAMS SUCH AS SIMPSON STRONG-TIE CONNECTORS OR
EQUIVALENT.
5. AT BEAM BEARING LOCATIONS IN STUD WALLS,PROVIDE MULTIPLE-STUD
POSTS EQUAL TO WIDTH OF BEAM UNLESS NOTED OTHERWISE.
6. FLOOR SHEATHING: PROVIDE 3/4"THICKAPA RATED STURDIFLOOR RATED AT
24"ON CENTER TONGUE AND GROOVE EXPOSURE 1 FORALL FLOOR
CONSTRUCTION. GLUE AND NAIL PANELS TO ALL SUPPORTS: 8d NAILSAT 6"AT
PANEL EDGES AND Sd NAILS AT 12"AT INTERMEDIATE SUPPORTS. INSTALL
SHEATHINGWITH LONG DIMENSION PERPENDICULAR TO JOISTS AND STAGGER
JOINTS.
7. LAMINATED VENEER LUMBER(LVL)SHALL HAVE THE FOLLOWING MINIMUM
PROPERTIES:
FLEXURAL BENDING STRESS: 2600 PSI
MODULUS OF ELASTICITY: 1,900,000 PSI
TENSION PARALLEL TO GRAIN:1850 PSI
COMPRESSION PARALLELTO GRAIN: 2310 PSI
COMPRESSION PARALLELTO GRAIN: 750 PSI
PERPENDICULAR TO GLUE LINE
HORIZONTAL SHEAR: 285 PSI
FOLLOW THE MANUFACTURER'S RECOMMENDATIONS REGARDING BLOCKING,
BRACING AND WEB STIFFENERS AND MULTIPLE MEMBER CONNECTIONS.
GENERAL REQUIREMENTS:
1. CHECK ALL DIMENSIONS AGAINST ARCHITECTURAL DRAWINGS PRIOR TO
CONSTRUCTION. DO NOT SCALE DRAWINGS. CONTACT ENGINEER IF
DISCREPANCIES IN DIMENSIONS ARE DISCOVERED.
2. THESTRUCTURAL DRAWINGS DESCRIBE THE COMPLETED STRUCTURE.
THESE DRAWINGS HAVE BEEN PREPARED FOR THE USE OF A QUALIFIED
CONTRACTOR WITH EXPERIENCE IN THE CONSTRUCTION SYSTEMSAND
TECHNIQUES DESCRIBED. THE CONTRACTOR SHALL PROVIDE ADEDUATE
SHORING AND BRACING IN THE PROPER SEQUENCE,AS MAY BE REQUIREDTO
ACHIEVE THE FINAL COMPLEfED STRUCTURE. THE SEQUENCE OF
CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR. CONSULT WITH
THE ENGINEER FOR SHORING DESIGN AND RECOMMENDATIONS(NOT IN
CONTRAC.
3. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS,METHODS SEQUENCES
AND PROCEDURES FOR CONSTRUCTION OF THIS PROJECT. NOTIFY
STRUCTURAL ENGINEER OF ERRORS OR OMISSIONS IN THE CONSTRUCTION
DOCUMENTS IMMEDIATELY. DO NOT PROCEED UNTIL ERRORS OR OMISSIONS
ARE RESOLVED. COORDINATE REQUIREMENTS FOR ALL PENETRATIONS
THROUGH STRUCTURAL MEMBERS WITH STRUCTURAL ENGINEER. JOBSITE
SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
4. OBSERVATION VISITS BY THE STRUCTURAL ENGWEER ARE FOR
DETERMINATION OF GENERALCOMPLIANCE WITH THE CONSTRUCTION
DOCUMENTS. THIS OBSERVATION VISIT IS NOT AN INSPECTION. THE
CONTRACTOR SHALL CONTACT THE ENGINEER AT THE APPROPRIATE TIME TO
SCHEDULE THIS VISIT.
5. IF NEW CONSTRUCTION ADJOWS AN EXISTWG STRUCTURE,THE
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING DIMENSIONS,
ELEVATIONS AND ALL EXISTING CONDITIONS. UNDERPINNING AND SHORING OF
EXISTING STRUCTURES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
CONSULT WITH THE ENGINEER FOR SHORING DESIGN AND RECOMMENDATIONS
NOT IN CONTRACT).
6. WHILE EVERY EFFORT IS MADE TO PROVIDE A COMPLETEAND ACCUR4TE SET
OF CONSTRUCTION DOCUMENTS,ERRORS OR OMISSIONS MAY OCCUR.
RELEASE OFTHESE DRAWINGS ANTICIPATES CONTINUED COOPERATIONAND
COMMUNICATION BETWEEN THE CONTR4CTOR,ARCHITECT AND ENGWEER TO
PROVIDETHE BEST POSSIBLE STRUCTURE.
A.B.
ABV.
ADJ.
ALT.
ARCH.
BLKG.
BM.
BM.PKT.
BRG.
CANT.
CLR.
CMU
COL.
CONC.
CONT.
C.P.
DWL.
E)-
EA.
EQ.
EXP.
EXSTG.
F.D.
FDTN.
FTG.
G.B.
G.L.
HDR.
HORIZ.
HSS
INFO.
INV.
JSTS.
K.S.
LLV
LONGIT.
LTWT.
LVL
MANF.
N)-
O.C.
REF.
REINF.
SCHED.
S.I.P.
STL.
T
T.B.
T&G
TO
TOF
TOW
TRANSV
TRTD.
TS
TYP.
VERT.
VIF
W.P.
W/
ANCHOR BOLT
ABOVE
ADJACENT
ALTERNATE
ARCHITECT
BLOCKING
BEAM
BEAM POCKET
BEARING
CANTILEVER
CLEAR
CONCRETE MASONRY UNIT
COWMN
CONCRETE
CONTINUOUS
CRIPPLE POST
DOWEL
EXISTING
EACH
EQUAL
EXPANSION
EXISTING
FLOOR DRAIN
FOUNDATION
FOOTING
GR4DE BEAM
GLUEDLAMINATED
GRID LINE
HEADER
HORIZONTAL
HOLLOW STRUCTURE SECTIONS
INFORMATION
INVERTED
JOISTS
KING STUD
LONG LEG VERTICAL
LONGITUDINAL
LIGHTWEIGHT
LAMINATED VENEER LUMBER
MANUFACTURER
NEW
ONCENTER
PLATE
REFERENCE
REINFORCING
SCHEDULE
STRUCTURAL INSULATED PANEL
STEEL
TRIMMER
THROUGH BOLT
TONGUE&GROOVE
TOP OF
TOP OF FOOTING
TOP OF WALL
TRANSVERSE
TREATED
TUBE STEEL
TYPICAL
VERTICAL
VERIFY IN FIELD
WATERPROOF
WITH
CONNECTION SCHEDULE
QA SIMPSON HU1.81/5 OR
SIMPSON LUS26-2
OB SIMPSON HUC610 (MIN.)
W/ 1/4" x 2 1/4" H EX H EAD
SIMPSON STRONG-TIE
TITEN SCREWS
HATCHED AREA INDICATES
EXISTING LOWER
CONCRETE ROOF
VERIFY LOCATION OF–
GROUTED CELL AT
HANGER LOCATION W/ENG.
PRIOR TO CONSTRUCTION
VERIFY LOCATION OF
GROUTED CELL AT
HANGER LOCATION W/ENG
PRIOR TO CONSTRUCTION OPEN TO BELOW
I I I
INDICATES EXISTING —'
CMU WALL
C.;
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6'> m U O O
Z
a0 = x
a
VERIFY LOCATION OF
GROUTED CELL AT
HANGER LOCATION W/ENG
PRIOR TO CONSTRUCTION
VERIFY LOCATION OF
GROUTED CELL AT
HANGER LOCATION W/ENG
PRIOR TO CONSTRUCTION
INDICATES EXISTING
CMU WALL
N
LO FT F RA M I N G P LA N SCALE: 1/4 - ,-o
PLAN NOTES:
1. (E)-EXISTING FRAMING INDICATED AS THUS: (----) (N)-NEW FRAMING INDICATED AS THUS: (
2. 0 INDICATES CONNECTION TYPE. REFERENCE SCHEDULE SHEET S1.
3. DO NOT SCALE DRAWINGS.
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PROJECT : 0201-14
DRAWN BY : JPL
REVIEWED BY: JPL
D A T E : PERMIT 02.05.14
REVISIONS :
GENERAL
NOTES & LOFT
FRAMING PLAN
S1