|
1:. • -- .-••-,.,-
<br />ta sic. wic.
<br />r YY�
<br />- - L (G,,) 3" C L R
<br />-rte( P.
<br />E DETAIL.
<br />51 P- APEX
<br />NNEC.T 10 NJ
<br />it 0 ST E E- L_
<br />V G T 11= )� A ►�„
<br />EL_EVATI ON
<br />Pk.-`('vv00t;> SHEATHING
<br />PE C -C, C-1-0 OR-
<br />RUCT ttZ (3Z -/Icy SPAN RATING
<br />AN PC -P PENDICULAR. TO
<br />PP0P—T5 NAIL- vv/ B cL NAI l -S
<br />Cp e k 0 - C• .
<br />PICAL- POST
<br />i& DETAIL_ j3/Sl.
<br />_T
<br />4 a tis". O.G. , E. W.
<br />0a) s 4 x CONT.
<br />rr� S Q C t i on I=ouNDATION
<br />TREATED WOOD
<br />P L_ AT E=-
<br />vv/NUT
<br />w/NUT 6 WAS"I- R
<br />E W -O" O•C. (may,.)
<br />COUtVTER. SINIc,
<br />AS REECQU I W -a0
<br />.� SVA���
<br />I— GRALDa
<br />�" C(�M PACT�a
<br />E N G I N E I- R E- D CSCC-
<br />✓W5
<br />R
<br />1-94
<br />4 Fl
<br />COACH SCP-GVVS '
<br />zoo
<br />SS _
<br />.f
<br />t —
<br />�
<br />S.`
<br />I Z5
<br />so
<br />�► ,
<br />L -!.•"t x 1.900
<br />S I C 0 N fl-► E L T 1 O tom► @ A P E X
<br />s )C - SECTION
<br />SI Pos-rS
<br />X— S E C T ICS N
<br />I DUOR -JAME5
<br />SI Po s -r
<br />J
<br />GENERAL STRUCTURAL NOTES
<br />DESIGN DATA
<br />STRESSES: FC = 3000 PSI - COMPRESSIVE STRENGTH AT 28 DAYS -
<br />CAST IN PLACE CONCRETE FOOTINGS.
<br />FY = 60000 PSI - REINFORCING STEEL - ASTM A615
<br />GRADE 60.
<br />LUMBER = HEM FIR CANADA OR BETTER BOARDS
<br />FB = 1450 PSI
<br />FT =870 PSI
<br />FC = 1349 PSI
<br />FV = 163 PSI
<br />E = 1700000.0 PSI
<br />LOADINGS:
<br />ROOF SNOW = 40 PSF (MINUS REDUCTION FOR SLOPE)
<br />WIND = UBC, METHOD 2, BASIC WIND SPEED 80 MPH,
<br />EXPOSURE B.
<br />SOIL BEARING:
<br />ALLOWABLE SOIL PRESSURE = 2000 PSF
<br />CODES:
<br />ALL CODES TO BE LATEST EDITION OR REVISION
<br />CONCRETE - AMERICAN CONCRETE INSTITUTE (ACI)
<br />BUILDING CODE.
<br />LUMBER - U.S. PRODUCTS STANDARD PS -20.
<br />PLYWOOD - U.S. PRODUCTS STANDARD PSI -74.
<br />BUILDING CODE - STATE OF MINNESOTA.
<br />SITE WORK
<br />REMOVE ALL TOP SOIL AND CLAY FROM PROPOSED
<br />CONSTRUCTION SITE TO DEPTH OF 16".
<br />SIiRFAce COMPACTF THE NATURAL_ SOIL. BELOW.
<br />ADD st Aw esil6D !"ILL AS REGLUtRED.
<br />ENGINEERED FILL TO BE GRANULAR SOIL WITH LESS THAN 150
<br />PASSING #200 SIEVE. FILL TO BE PLACED IN UNCOMPACTED
<br />LIFTS OF 8" OR LESS COMPACTED TO AT LEAST 98% OF THE
<br />STANDARD PROCTOR DENSITY (ASTM D698).
<br />Z� ��c�•rn�" o � Rt n�C s
<br />FOOTINGS
<br />ALL FOOTINGS TO BEAR ON UNDISTURBED SOIL OR COMPACTED
<br />FILL.
<br />CONCRETE
<br />FORM WORK
<br />FORM WORK SHALL CONFORM TO THE RECOMMENDED PRACTICE OF
<br />ACI 347.
<br />CONCRETE FORMS SHALL NOT BE REMOVED UNTIL THE CONCRETE
<br />HAS CURED TO A SUFFICIENT STRENGTH LEVEL TO ADEQUATELY
<br />SUPPORT DEAD WEIGHT LOADING AS WELL AS ANY APPLICABLE
<br />LIVE LOADS.
<br />REINFORCING
<br />DETAIL AND PLACE ALL REINFORCING ACCORDING TO ACI 315,
<br />"MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED
<br />CONCRETE STRUCTURES." REINFORCING SUPPLIER SHALL
<br />PROVIDE ALL ACCESSORIES TO SUPPORT AND SECURE ALL
<br />REINFORCING ADEQUATELY.
<br />PROVIDE SPLICES IN ACCORDANCE WITH ACI 318. AS A
<br />MINIMUM SPLICES SHALL BE 30 BAR DIAMETERS OR 1'-0".
<br />PLACEMENT
<br />PROVIDE SUITABLE WIRE SPACERS, CHAIRS, TIES, ETC., FOR
<br />SUPPORTING REINFORCING STEEL IN_PROPER POSITION WHILE
<br />PLACING CONCRETE.
<br />TIMBER CONSTRUCTION
<br />FRAME CONSTRUCTION
<br />PROVIDE AND INSTALL WOOD FRAMING AS SHOWN AND DETAILED
<br />ON PL^ NS USING GOOD CONSTRUCTION
<br />PRACTICE METHODS IN ACCORDANCE WITH THE CODE. PROVIDE
<br />NAILING IN ACCORDANCE WITH CODE REQUIREMENTS.
<br />WALL FRAMING MUST BE PLUMBED AND ADEQUATELY BRACED TO
<br />SUPPORT CONSTRUCTION LOADS.
<br />USE JOIST HANGERS, COLUMN CAPS AND COLUMN BASES AS
<br />REQUIRED AT ALL INTERSECTION MEMBERS. ALL
<br />ACCESSORIES TO BE SIMPSON OR EQUAL.
<br />az tW/(c-+77vjJ
<br />e-- jkel,,�
<br />cn
<br />w
<br />ckf
<br />m
<br />c% b0p
<br />0
<br />dr
<br />ir)
<br />LLJ
<br />af o
<br />x
<br />po ow
<br />Na-�oafZL�
<br />= of Of
<br />~ to � w
<br />QOo wOW WQ�Q
<br />zvi �-
<br />o> >>-�5-O
<br />L¢mw=w= V1
<br />d
<br />W
<br />w��cnQQo z
<br />vwf1���
<br />mcM LJ ffi<V)
<br />w a O—w�
<br />� o�w
<br />Of
<br />... .- SEI DC -TALL, Z./'SI
<br />'
<br />1=01:z
<br />�p_I NG . - W
<br />z
<br />l9 x r cam, str..� E—
<br />�- O
<br />¢<' ?►ems s>x.} «;•,,q �,. t3�.,
<br />Z
<br />Y ONO tfur
<br />y-
<br />c;d
<br />PZ A, P= T C R _, m <
<br />< W
<br />ESIMP5IN H� HURf ICANE CITE' F `+ RONIO W N �
<br />OP- A.PPlR0 VGfD Ea.0 AL.. BUILDING PERMIT PLAN R>WYC�W 0 Q Vi
<br />AfVCHOR WITH (4) 8d NAILS iia I=e o 0
<br />INTO PP- A P T E R DATA :x. S' l `l259 MC. vt i ii
<br />1 f A` FF"�O ti/ E -D AS SlISMi'1;`TE0 Z i- Z
<br />�9
<br />pu ' ..✓ CJD ,''J� i ' mil w I T iS ASS hr L
<br />0 I A, , r�Ob0� W ON V)
<br />i iies� r_.y „�tr}�i?s r�* ia; yaur �@�fiorrrksivi�. ?A� wx s�u�!{ i>re >t�ItaA � , ^
<br />�-}- �. T N lit full't co•.9; h�. ,ra tti i1 4A z6*i;M*e' ag $ � � far [) y I
<br />j dUirements Ndu6rig items not 9peciiicaily maK, iq Am av
<br />f XEC r.P T[' ;pU4,N T m s" Art- t4v#Am W
<br />V) Z
<br />Z W O
<br />ISSUED fi
<br />CL O0
<br />MAY 10 1991
<br />FOR PI -119T
<br />• s 1
<br />ME 'ONLY
<br />co
<br />cV
<br />CV
<br />0
<br />cq
<br />mV4
<br />cc
<br />4
<br />cq
<br />•
<br />o
<br />rT,
<br />~LO
<br />Lm
<br />00 00
<br />m
<br />'C
<br />o
<br />p
<br />tz
<br />�
<br />>
<br />o
<br />o
<br />�
<br />O
<br />. a+
<br />L
<br />0.
<br />cfl
<br />c�
<br />O
<br />r�
<br />cn
<br />w
<br />ckf
<br />m
<br />c% b0p
<br />0
<br />dr
<br />ir)
<br />LLJ
<br />af o
<br />x
<br />po ow
<br />Na-�oafZL�
<br />= of Of
<br />~ to � w
<br />QOo wOW WQ�Q
<br />zvi �-
<br />o> >>-�5-O
<br />L¢mw=w= V1
<br />d
<br />W
<br />w��cnQQo z
<br />vwf1���
<br />mcM LJ ffi<V)
<br />w a O—w�
<br />� o�w
<br />Of
<br />... .- SEI DC -TALL, Z./'SI
<br />'
<br />1=01:z
<br />�p_I NG . - W
<br />z
<br />l9 x r cam, str..� E—
<br />�- O
<br />¢<' ?►ems s>x.} «;•,,q �,. t3�.,
<br />Z
<br />Y ONO tfur
<br />y-
<br />c;d
<br />PZ A, P= T C R _, m <
<br />< W
<br />ESIMP5IN H� HURf ICANE CITE' F `+ RONIO W N �
<br />OP- A.PPlR0 VGfD Ea.0 AL.. BUILDING PERMIT PLAN R>WYC�W 0 Q Vi
<br />AfVCHOR WITH (4) 8d NAILS iia I=e o 0
<br />INTO PP- A P T E R DATA :x. S' l `l259 MC. vt i ii
<br />1 f A` FF"�O ti/ E -D AS SlISMi'1;`TE0 Z i- Z
<br />�9
<br />pu ' ..✓ CJD ,''J� i ' mil w I T iS ASS hr L
<br />0 I A, , r�Ob0� W ON V)
<br />i iies� r_.y „�tr}�i?s r�* ia; yaur �@�fiorrrksivi�. ?A� wx s�u�!{ i>re >t�ItaA � , ^
<br />�-}- �. T N lit full't co•.9; h�. ,ra tti i1 4A z6*i;M*e' ag $ � � far [) y I
<br />j dUirements Ndu6rig items not 9peciiicaily maK, iq Am av
<br />f XEC r.P T[' ;pU4,N T m s" Art- t4v#Am W
<br />V) Z
<br />Z W O
<br />ISSUED fi
<br />CL O0
<br />MAY 10 1991
<br />FOR PI -119T
<br />• s 1
<br />ME 'ONLY
<br />
|