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Date 09-17-2010
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Project No. 8320
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GENERAL NOTES
,
1 . LIVE LOADS USED IN DESIGN : 8 . WOOD
A . ROOF 100 PSF A . ALL FRAMING AND TRUSS LUMBER SHALL BE DRY DOUGLAS FIR , LARCH , GRADED BY �.���,
w WESTERN W'OOD PRODUCTS ASSOC I AT I ON AND CON FORM I NG TO I NTERNAT I ONAL BU I LD 1 NG ��� �' `�`,
B . TYPICAL FLOOR 40 PSF CODE AS FOLLOWS: j� ;
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C . IMPORTANCE FACTORS 2 THICK - 4 TO 6 WIDE ( WALL STUD ONLY ) STUD Fb = 700 PSI
CATEGORY I 2 " TO 4 " THICK - 6 " AND WIDER NO . 2 Fb = 900 PSI �
W I ND FACTOR I W 1 5 " TH I CK - 5 �� AND W I DER NO . 1 Fb = 1350 PS I
NOTED ALLOWABLE STRESSES ARE MINIMUMS AND FOR NONREPETITVE USES PRIOR '
D . WIND TO ALLOWABLE STRESS INCREASES .
3 SECOND GUST 90 MPH 2
FASTEST MILE 85 MPH B . WHEN PRESERVATIVE TREATED LUMBER IS REQUIRED BY CODE ALL CONNECTIONS AND 52
EXPOSURE B NA I L ING SHALL BE ADEQUATELY GALVAN IZED ( DOUBLED IPPED OR BETTER ) . 51NC�LE KINC-� „��, ',�, ,�;���.,,�� �, ���
�ND DOUBLE � !
E . L I VE LOADS ARE REDUCED PER CODE I F APPL I CABLE . C . TREATED S I LL PLATE LUMBER MAY BE HEM - F IR , STRUCTURAL # 1 GRADE . TRIM 5TUD5
F . CODE USED IN DES IGN : INTERNAT IONAL BU ILD ING CODE , 2009 ED IT ION . D . PROV IDE METAL CROSS BR IDG ING NOT OVER 8 ' ON CENTER FOR ALL 2X WC�OD JO ISTS . - �� � �3�-a I /2 " L�/L �, " �
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SOL ID BLOCK ING BETWEEN ALL JO I STS AT ALL SUPPORTS AND ENDS OF CANT I LEVERS �., ` ,,,�
2 . TEST I NG , I NSPECT I ONS AND OBSERVAT I ONS : I S REQU I RED . '
A . THE STRUCTURAL ENGINEER DOES NOT PROVIDE INSPECTIONS OF CONSTRUCTION . E . FASTEN ALL VVbOD MEMBERS WITH COMMON NAILS ACCORDING TO THE IBC SCHEDULE
STRUCTURAL ENG I NEER MAY MAKE PER I OD I C OBSERVAT I ONS OF THE , TABLE 2304 - 9 . 1 UNLESS NOTED OTHERW I SE .
CONSTRUCTION ; SUCH OBSERVATIONS SHALL NOT REPLACE REQUIRED
I NSPECT I ONS BY THE GOVERN I NG AUTHOR I T I ES OR SERVE AS " SPEC I AL F . PLYWOOD DECK AND /OR OR I ENTED STRAND BOARD . ❑ ❑ A.
INSPECTIONS " AS MAY BE REQUIRED BY CHAPTER 17 OF THE INTERNATIONAL 1 . PANEL THICKNE55 SHALL BE AS SHOWN ON THE DRAWING . APPLICATION SHALL F
BU ILD ING CODE . BE IN ACCORDANCE WITH RECOMMENDAT IONS OF THE AMER ICAN PLYWOOD NEW 2X12 ROOF J015T
ASSOC I AT I ON . P�T I '-4 " (RIP TO SLOPE)
B . THE FOLLOWING WC�RK SHALL BE INSPECTED BY THE SPECIAL INSPECTOR UN � ESS 2 . EACH PANEL SHALL BE IDENTIFIED WITH THE GRADE - TRADEMARK OF THE �� . ' �
SPEC I F I CALLY WA I VED BY THE BU I LD I NG OFF I C I AL . AMER I CAN PLYWOOD ASSOC I AT I ON AND SHALL MEET THE REQU I REMENTS OF NEW (4) -Z 6 NEW (4)-ZX6
1 . SOIL PREPARATION U . S . PRODUCTS STANDARD PSI , LATEST EDITION FOR PLYWC�OD . ALL PANELS GOLUMN � GOLUMN
a . EARTHWORK EXCAVAT ION , PLACEMENT AND COMPACT ION OF F I LL AND IN - PLACE WH ICH HAVE ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO THE 52 MOnrO �i tX. N�iWC�ll
DRY DENSITY OF THE COMPACTED FILL FOR CONFORMANCE WITH THE APPROVED WEATHER SHALL BE OF THE EXTERIOR TYPE .
REPORT . 3 . FOR ROOF USE 3 /4 " STRUD I - FLOOR SHEATH I NG NA I LED W i TH 1 OD NA I LS AT 4 " I �i �1 En ineers , Inc .
2 . CONCRETE CONSTRUCTION ON CENTER ALONG PANEL EDGES AND AT 12 " ALONG ► NTERMEDIATE SUPPORTS . .-, g
a . PER IOD IC INSPECT ION OF RE INFORC ING STEEL . 4 . EXTER IOR WALLS SHALL HAVE ONE LAYER OF 1 /2 " EXPOSURE I PLYWOOD OR �� NEW (4)- I 3/ " X I /8 " LVL (FLUSH)
b . PERIODIC VERIFICATION OF USE OF REQUIRED DESIGN MIX . OSB SHEATHING NAILED WITH 8d ( OR 10d ) NAILS AT 6 " ON CENTER ALONG PANEL Avon
c . CONTINUOUS INSPECTION AT THE TIME FRESH CONCRETE ► S SAMPLED TO EDGES AND 12 " ON CENTER AT INTERMEDIATE SUPPORTS . ALL PANEL EDGES
FABR I CATE SPEC IMENS FOR STRENGTH TESTS , PERFORM SLUMP AND A I R SHALL BE BLOCKED . - 7C) Bencl� mark Raad, Su te 204
CONTENT TESTS AND OETERM WE THE TEMPERATURE OF THE CONCRETE . 5 . ROOF SHEATH ING SHALL BE INSTALLED WITH THE FACE GRA IN PERPEND ICULAR Avon, Coiorado81620
d . CONT INUOUS INSPECT ION OF CONCRETE PLACEMENT FOR PROPER APPL ICAT ION TO SUPPORTS W ITH END JO INTS STAGGERED . r `'�`�, NEW 51MP50N (970) 949-7768
TECHN IQUES . 6 . INSTALL SU ITABLE EDGE SUPPORT BY USE OF PLYCL IPS , TONGUE AND GROOVE ( °� U H,4Nf�ER FAX (97�} 949-4054
� o �-�� EMAIL �ivc�z��a monroe-neurell .com
e . PERIODIC INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE PANELS OR SOLID WOOD BLOCKING SUPPORTS . � EXISTING
AND TECHN IQUES . JOIST
� G . PREFABRICATED WC�OD MEMBERS SHALL BE THE TYPE NOTED ON THE DRAWINGS AND Denver
4 . FOUNDAT I ONS SHALL BE " BC 1 - JO I ST " AS MANUFACTURED BY BO I SE CORPORAT I ON . ALTERNATES ( � 1701 Wvnkoap Strcet, Suite 200 ,
SHALL BE REV 1 EWED BY THE ENG INEER . TO BE CONS IDERED , ALTERNATES SHALL `= I3enver, Calarado 80202
� A . MAX IMUM SO IL DES IGN PRESSURE 3000 PSF HAVE A LOAD CAPAC ITY IN BEND ING , SHEAR AND DEFLECT ION EQUAL TO OR GREATER � t303) 623 -4927
THAN THE S I ZE SHOVuN ON THE DRAW I NGS . WEB BLOCK I NG AND BR I DG I NG TO BE AS FAX (303) 623-6602
B . CONTRACTOR TO FOLLOW ALL RECOMMENDATIONS IN SOILS REPORT NO . 0164 REQUIRED BY THE JOIST MANUFACTURER . _ EMAIL denverCmanroe-izeweil_com
BY LKP ENGINEERING , INC . DATED MAY 11 , 2001 . '
H . LAMINATED VENEER LUMBER MEMBERS SHALL HAVE THE FOLLOWING STRESS
C . ALL FOOTING BEARING ELEVATIONS SHOWN ARE ASSUMED . EXACT BEARING CAPACITIES: FB = 2800 PSI , E = 2 , 000 , 000 PSI , FC = 750 PSI , FV = 285 PSI . � �� ,, .,��
ELEVAT IONS SHALL BE VER I F IED IN THE F IELD WITH ACTUAL COND IT IONS BY BU ILT UP MEMBERS SHALL BE CONNECTED IN ACCORDANCE WITH MANUFACTURERS ' - - -- -- - --- - ---- - -- - --- - -- -- ""�,��;;
CONTRACTOR WITH APPROVAL OF SOILS ENGINEER AND ALL BOTTOMS OF FOOTINGS RECOMMENDATIONS . CONTRACTOR SHAL � HAVE THE OPTION OF USING 3 1 /2 " OR � � F�' �€�" � `" �
SHALL BE A MIN IMUM OF 48 " BELOW EXTER IOR GRADE . " - - ----- � ` �`�.S'
5 1 /4 WIDE MEMBERS . � �^�•�; ° .'., ,
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D . ALL FOOT I NGS ARE TO BE PLACED ON F IRM , UND I STURBED , NATURAL SO I L OR �� , �'' '� ^ °
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9 . NON - STRUCTURAL ELEMENTS , �`� �, � �:'+
PROPERLY COMPACTED BACKF I LL , APPROVED BY THE SO I LS ENG INEER . BACKF I LL � : > e.:�� ,� �,.� �: �
SHALL BE COMPACTED TO 95 � ( M IN IMUM ) MOD I F I ED PROCTOR DENS ITY PER ASTM A . ELEMENTS SUCH AS NON - BEAR ING PART IT IONS , ETC . ATTACHED TO AND /OR T �z� '
D1557 UNLESS OTHERWISE RECOMMENDED IN THE SOILS REPORT . IF SOFT SPOTS ARE SUPPORTED BY THE STRUCTURE SHALL TAKE INTO ACCOUNT DEF � ECTIONS AND - ��
_ .._
- . ,_
ENGOUNTERED REMOVE SOIL AND RECOMPACT WITH APPROVED FILL ( RE : SOJL OTHER STRUCTURAL MOVEMENTS . �,�; , "s, " � '
REPORT FOR DESCR I PT I ON -0F BEAR I NG SO I L ) . '' ` '' '� �
B . FIRE PROTECTION FOR ALL STRUCTURAL PARTS SHA � L BE PROVIDED AND SHALL MEET �' '
� `.4^ W
E . CONTRACTOR SHALL BACKFILL EQUALLY ON EACH SIDE OF FOUNDATION WAL � S IN 12 ALL CODE REQU � REMENTS FOR THE TYPE OF CONSTRUCTION SPECIFIED BY THE '�.,,�,, :�r, � `
INCH MAX IMUM VERTICAL L IFTS OR AS RECOMMENDED IN THE SOILS REPORT . REFER ARCH ITECTURAL DRAWINGS . STRUCTURAL STEEL MEMBERS SHALL BE CONS IDERED � � � � � � � � � � �
TO SO I � S REPORT FOR BACK F I � L MATER I AL . UNRESTRA I NED UNLESS NOTED OTHERW I SE . � � � �
F . CENTER ALL FOOT INGS UNDER WALLS , COLUMNS -0R GR ID L WES UNLESS NOTED 1 � . GENERAL I /4 " = I '-O °
OTHERWISE ON $ PLANS .
A . ENGINEER ' S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS .
G . CONTRACTOR TO PROV I DE , AT H I S EXPENSE , F i ELD DENS I TY TESTS ON COMPACTED �OO� � �,�M ( NC� NC: T � S :
F I LL UNDER FOOT INGS AND INTER IOR SLABS - ON - GRADE . B . VER I FY ALL OPEN INGS THROUGH FLOORS , ROOF AND WALLS W ITH MECHAN ICAL AND
ELECTR I CAL CONTRACTORS . VER I F I CAT I ON OF LOCAT I ONS , S I ZES , L I NTELS AND I . ROO� SHE�THING 3/4 " STURDI -FLOOR RP.TED . ST�4C-�GER P�4NEL END JOINTS '
H . NOT I FY SO ILS ENG INEER WHEN EXCAVAT ION IS COMPLETED SO THAT COND IT IONS MAY REQU IRED CONNECT IONS ARE CONTRACTOR � S COMPLETE RESPONS IB IL ITY . ,4ND F,45TEN WITH IOd N,41L5 /-�T 6 ° M?�XIMUM !-�LL EDC�ES ?.ND I '-O ° MP�XIMUM
BE INSPECTED PRIOR TO PLACEMENT OF ANY FILL OR CONCRETE . OTHER SUPPORTS.
C . PR I OR TO I NSTALLAT I ON OF MECHAN I CAL AND ELECTR I CAL EQU I PMENT OR OTHER 2 . RE : ?�RGHITEGT FOR ROO� SLOPES P�ND BE�RING PL/�TE HEIGHTS 1 Z
I . FOR SOIL DRAINAGE REQUIREMENTS REFER TO SOILS REPORT AND CIVIL DRAWINGS . ITEMS TO BE ATTACHED TO THE STRUCTURE , ENGINEER ' S APPROVAL OF CONNECTIONS NOT NOTED .
AND SUPPORTS SHALL BE OBTAINED . UNLESS SPECIFICALLY DETAILED ON `
4 . SLAB ON GRADE ARCH ITECTURAL AND STRUCTURAL DRAWINGS , RESPECT IVE SUBCONTRACTOR 3 . ALL JOIST H�.NC��RS SH/�LL B� SIMPSON LUP, WP OR LSSU TYPE � '
SHALL FURN I SH ALL HANGERS , CONNECT IONS , ETC . , REQU IRED FOR WSTALLAT I ON OF UNLE55 NOTED OTHERWISE . � W �
A . THE PREPARATION OF THE SUBGRADE FOR , THE SLAB ON GRADE SHALL BE IN STRICT HIS ITEMS . � � �
� ACCORDANCE WITH THE PROJECT SOILS REPORT REFERENCED ABOVE . THE
CONTRACTOR SHALL D IRECT QUEST IONS REGARD ING THE SUBGRADE PREPARAT ION D . PROV IDE A � L EMBEDDED ITEMS IN STRUCTURE AS NOTED ON ARCH ITEGTURAL , 4. �4LL BEAM TO GOLUMN GONNEGTIONS, BOTH TOP AND BOTTOM �
REQU IREMENTS TO THE GEOTECHN ICAL ENG INEER . MECHAN ICAL , ELECTR ICAL AND STRUCTURAL DRAWINGS . M ISCELLANEOUS EMBEDDED 5H/�LL USE SIMPSON PL/�TE GONNEGTORS UNLESS NOTED � � �
� I TEMS AND ANCHOR BOLTS SHALL BE FURN 1 SHED BY STEEL SUPPL I ER AND I NSTA � LED OTHERWISE ON DETf� ILS.
B . MOVEMENT OF THE S �AB ON GRADE MAY CAUSE DAMAGE TO ANYTHING CONNECTED BY CONCRETE CONTRACTOR . STEEL SHALL FULFI � � ASTM A36 . �
TO BOTH THE SLAB AND OTHER PORT IONS OF THE SUPERSTRUCTURE . ISOLAT ION 5 . ,4LL EXTERIOR W?�LLS SHA�LL HftVE GONTINUOUS STUDS FROM � J
� ETA I LS FOR PART I T I ON WA � � S , BASEBOARDS , P 1 P I NG AND OTHER J TEMS MAY BE E . PROV I DE ASPHALT I C MAST I C - COAT WG ON ALL STEEL AND Wl�OD EXPOSED TO EARTH . FLOOR TO ROOF (INGLUDING R?�K� W�4LL5) . O
REQUIRED . REFER TO THE APPROPRIATE DRAWINGS OR CONSULT WITH THE 0 Q
RESPONSIBLE MEMBER OF THE DESIGN TEAM PRIOR TO CONNEGTING ITEMS TO BOTH F . WATERPROOFING , VAPOR BARRIERS , ETC . , SHALL BE AS SHOWN ON THE � �
THE SLAB ON GRADE AND OTHER PORTIONS OF THE SUPERSTRUCTURE . ARCHITECTURA � DRAWINGS AND AS INDICATED IN THE SPECIFICATIONS . U �
5 . CONCRETE G . ALL MASONRY AND STONE VENEERS SHALL BE ATTACHED TO INTERIOR AND EXTERIOR O
WALLS AS SPECIFIED IN SECTION 1405 OF THE INTERNATIONAL BUILDING CODE . Q W �
A . ALL CAST - IN - PLACE CONCRETE SHALL BE MADE WITH TYPE I / I I PORTLAND CEMENT , � J
STONE AGGREGATE AND SHALL SATISFY THE FOLLOWING REQUIREMENTS: H . ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST FIELD � O
COND I T 1 ONS AND ARCH I TECTURAL DRAW I NGS . r �
CONCRETE ITEM F � C M IX TYPE MAX W/C RAT 10 % A IR REQ . � W V J
' J . GONTRACTOR SHALL VERIFY ALL ASSUMED EXISTING CONDITIONS . IF CONDITIONS �
FOOTINGS 3000 psi STD - - - - - - ARE DIFFERENT THAN ASSUMED , NOTIFY ENGINEER . � � O
FOUNDAT ION WALLS 3000 ps i STD - - - - - - W?�TERPizOOFING �4ND W
INTER IOR SLABS ON GRADE 3000 ps i STD 0 . 50 - - - DEGK � IN15H RE : ARGH. r `
EXTER IOR CONCRETE ( + + ) 4500 ps i STD 0 . 45 69� - 8 % v
EXISTING RC30F r ^ N i
+ + MAX IMUM SLUMP SHALL NOT EXCEED 4 '� . SHEftTHING � ��� , , ����.��°� �� J ��
�,�, �,��`�a. �.�,�
a' `��., � � -
B . IF CONCRETE SUPPCIER PROPOSES USE OF FLYASH HE SHALL PROVIDE OWNER WITH 4�""` � 1� �
" LETTER iNDICATING COST REDUCTION AT TIME OF BID . THE MODULUS OF ELASTICITY � �
�' OF ALL CONCRETE SHALL EXCEED WC1 . 5 33 ? F ' C ( OR 57 , 000 ? F ' C NORMAL WEIGHT ( I ', �I � I ' - �`� W �
� CONCRETE ) . � ( I I Ii � � W �
��.
C . CONTRACTOR SHALL SAWCUT OR TROWELCUT JOINTS IN SLABS ON GRADE . JOINTS � I ',iI � : �=-�
SHALL BE SPACED 10 FEET AND SAWCUT OR TROWELCUT 1 /4 OF SLAB DEPTH X 3 / 16 " �I ' I � �' �
WIDE WITHIN 12 HOURS AFTER POURING . CARRY ALL SLAB REINFORCEMENT THROUGH �
JO INT . ���
N�W 51MP50N NEW 2X12 JOIST
�,.
D . SLABS , FOOTINGS AND BEAMS SHALL NOT HAVE JOINTS IN A HOR IZONTAL PLANE . f U210 H?�N�ER �,,. RE : PLAN RIP TOP TO '
ANY STOP IN CONCRETE WORK MUST BE MADE AT TH IRD PO INT OF SPAN WITH VERT ICAL � SLOPE I /8 "/�T. WITH
BULKHEADS AND HOR IZONTAL SHEAR KEYS UNLESS OTHERWISE SHOWN . ALL CONSTRUCTION W LVL BEP.M 51MPSON U210 H�NGER �
JO INTS SHALL BE AS DETA II. ED OR AS REV IEWED BY THE ENG INEER . R L�4N (GUT INTO Q
�XIS C� JOISTS) INSTftLL V2 " N THRU- ��
E . ALL CONCRETE WORK AND RE INFORCEMENT DETA IL ING SHALL BE IN ACCORDANCE ``�°'�"`��� 80LT5 ?�T I '-O ° ��
W I TH AC i BU I LD I NG CODE 31 8 LATEST ED I T I ON , UNLESS NOTED OTHERW I SE . USE � � � � � � � I 1'�'��������,��°�"��°
- STANDARD HOOKS FOR DOWELS UNLESS NOTED OTHERWISE . ALL EXPOSED EDGES OF
CONCRETE WORK SHALL HAVE 3 /4 INCH CHAMFER . 3/4 " = I '-O " I � I Date 09-17-2010
6 . REINFORCEMENT
�vEw wA-rERPROO� iu� Drawn By AVN
A . ALL RE INFORC ING SHALL BE H IGH - STRENGTH DEFORMED BARS CONFORM ING TO ASTM /�ND DEGK FINISH
A61 5 , GRADE , 60 EXCEPT T I ES , ST 1RRUPS AND PLATE ANCHORS WH ICH SHALL BE RE : ARGH. CF1G'CIC@CI By HS
DEFORMED BARS , ASTM DESIGNATION A615 , GRADE 40 OR ASTM A706 GRADE 60 . � o
NEW ROOF 5HE/�THING
B . WELDED WIRE FABR IC SHALL CONFORM TO ASTM A185 GRADE 65 AND SHALL BE � PI'OJ@Ct NO. 8320
� APPED ONE FULL MESH AT SIDE AND END SPLICES AND WIRED TOGETHER . �
�
C . REINFORCEMENT PROTECTION UNLESS NOTED OTHERWISE : ` R@VIS1011S
1 . CONCRETE POURED AGAINST EARTH 3 " �
2 . CONCRETE POURED IN FORMS ( EXPOSED TO WEATHER OR EARTH ) 2 " � �PermitComments 10/12/10
3 . CO � UMNS AND BEAMS ( TIE BARS ) 1 - 1 /2 "
Q 4 . SLABS AND WALLS ( NOT EXPOSED TO WEATHER ) 3 /4 "
rn
N D . REINFORCEMENT PLACEMENT AND TOLERANCES SHALL BE IN ACCORDANCE WITH
o SECT I ONS 7 . 5 , 7 . 6 AND 7 . 7 OF AC I 31 8 , LATEST ED I T I ON . NEW 2X12 D�GK
�
° E . NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR J015T RIP TOP
N AUTHORIZED BY THE STRUCTURAL ENGINEER . LAP SPLICES , WFiERE PERMITTED , SHALL TO SLOPE
� BE A M I N I MUM OF 48 BAR D I AMETERS FOR #6 BARS AND SMALLER UNLESS NOTED NEW �XT�RIOR STUD
o OTHERW I SE . MAKE ALL BARS CONT INUOUS AROUND CORNERS . W?�LL WITH SHEATHINC�
�
3 F . PLACE TWO #5 ( PER 8 " THICKNESS ) WITH 2 ' = 0 " PROJECTION AROUND ALL OPENINGS
N IN CONCRETE WALLS , SLABS , AND BEAMS . ALSO PROV IDE TWC� #5 X 4 ' - 0 " D IAGONALLY
� AT EACH CORNER .
0
N � � � . . . . . . . . . . . . . . . . . � . . . �
� G . CONTINUOUS TOP AND BOTTOM BARS IN WALLS AND BEAMS SHALL BE SPLICED AS � � � r � � � ^
° FOLLOWS : TOP BARS AT MIDSPAN , BOTTOM BARS OVER SUPPORTS . � I
v
�
✓/4�� _ � �_� ��
� 7 . STRUCTURAL STEEL ,
a�
� A . ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 . STEEL SUPPLIER MAY PROVIDE
� ASTM A572 , GRADE 50 AT HIS OPTION . MISCELLANEOUS EMBEDDED ITEMS SHALL BE
� A36 STEEL .
a�
~ B . ALL STRUCTURAL BOLTS SHALL BE A325N INSTALLED TO A MINIMUM SNUG TIGHT
�
N CONDITION . ALL ANCHOR BOLTS SHALL CONFORM TO ASTM A307 UN � ESS NOTED
� OTHERWISE .
a
.e., _ _
_..
--------
- -- ---- -------
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� .
_ � F, 1.: �
�
GENERAL NOTES _ °
y _ .
. � ,:
r 1 . L 1VE LOADS USED IN DES IGN : 8 . WOOD ; ": ;
, . �. i� _
m ` _� ; �
A . ROOF 100 PSF A . ALL FRAM ING AND TRUSS LUMBER SHALL BE DRY DOUGLAS F IR , LARCH , GRADED BY „.�� •�
; � WESTERN WC�OD PRODUCTS ASSOC I AT I ON AND CON FORM I NG TO I NTERNAT I ONAL BU_ I LD I NG � :°
� B . TYP ICAL FLOOR , 40 PSF CODE AS FOLLOWS: '.4' � . . . i
_ , ; . � ,- . ;; ;' ; i
. . . . _ . � � , . . . . . . . . . . . . . . . . . . . . . . . . . . . �. � . �, , . . . r� .. '. � . . . . . . . .. . .. . � . - �. . . � - � . . . � : . . . . . . . � . � . � . . � _ . . . � . � . . . - � � . :. , � . � . , ..
C . IMPORTANCE FACTORS 2 TI- ICK - 4 TO 6 WIDE ( WALL STUD ON �Y } STUD Fb = 700 PSI : , , ;
,.
�' F.� .' . .�. ' :
� . ° i . .:; . . :..
. . . . . . 't > '{. .
CATEGORY � 2 •, Tt 4 " TH I CK - 6 " . AND W I D ER NO . 2 Fb
= 900 PS I , < E � _
; t , . - ,
' . ;, .
'. �, = 1350 PS I ,
W I ND FACTOR I W 1 5 Tf- I CK - 5 AND W I D ER NO . 1 Fb
NOTEC ALLOWABLE STRESSES ARE M IN IMUMS AND FOR NONREPET ITVE USES PR IOR �: °:
D . W IND � TO ALLOWABLE STRESS INCREASES : � , : '�$
3 SECOND ' GUST 90 MPH � ':; . �
FASTEST M I LE 85 MPH B . W1-IEN PRESERVAT IVE TREATED LUMBER IS REQU IRED BY CODE ALL CONNECT IONS AND 52 ` '` " '
EXPOSURE B NA I L ING SHALL BE ADEQUATELY GALVAN IZED ( DC?UBLED iPPED OR BETTER } . 51N6LE KINC� � � :�� {�p' �:W
�4ND POUBLE ,, a�
.
E . L I VE LOAdS ARE REDUCED PER CODE I F APPL ICABLE . C . TREAIED S I LL PLATE LUMBER MAY BE HEM - F IR , STRUCTURAL # 1 GRADE . TRIM 5TUD5 ' ` ° ' ` . ` '
�3�-a I/2 " LVL ',' � '
. . . . . . ; F . . . ; s - '.
' . . . +f. ` . .:' � ' . :. . . . .
F . CODE USED I N DES 1 GN : I NTERNAT I ONAL BU I �D I NG CODE , 2009 ED I T I ON . D . PROV IDE METAL CROSS BR I DG I NG NOT OVER 8 ' ON CENTER FOR ALL . 2X WK�OD JO I STS . -'� ❑ , . - _ _ �,�;. ;, ; '
SOL IC BLOCK ING BETWEEN ALL JO ISTS AT ALL SUPPORTS AND ENDS OF CANT ILEVERS `~� •~'',
2 . TEST ING . INSPECT IONS AND 065ERVAT IONS: IS REQU . IRED . `
� ;
. . . . . , . . . � . . � � ' . . . . . � . . . . . . . . � . � . � . � � � . . � � . . . . . . . . . . . . . . . � f - . , '� '. . �`� . . .
. . � - , � � . � � � � ' . . . . . . . - . . . , . � . � � . . . � .. . . . . . . . . . . . . . . . � . . .. . . � .. .. . � � . . . . . . . _ � : ' . .. . � . . . . . . . . . . � . � � � � . . � � . � � ,. . � 1 '' . ..
A . THE STRUCTURAL ENG INEER DOES NOT PROV IDE . INSPECT IONS OF CONSTRUCT ION . E . FASTEN ALL �MOOD MEMBERS WITH COMMON NA ILS AGCORD ING TO THE IBC SCHEDULE - ` ° �. - '�„„ i. '
STRUCTURAL ENGINEER MAY MAKE PERIODIC OBSERVATIONS OF THE TABLE 2304 - 9 . 9 UNLESS NOTED OTHERW ( SE . ` - . ' '" '
CONSTRUCTION ; - SUCH OBSERVATIONS SHALL NOT REPLACE REQUIRED - t 4
INSPECT IONS BY THE GOVERN ING AUTHOR IT IES OR SERVE AS " SPEC IAL K AND OR OR IENTED STRAND BOARD . ❑ u Re"+ �" � ' �
„ F . P LYV4COD D EC
� �!",. . { " ,' .
INSPECT 10NS AS MAY BE REQU IRED BY ' CHAPTER 17 OF THE iNTERNAT IONAL 1 . - FANEL TH ICKNESS SHALL BE AS SHOWN �N THE DRAWlNG . APPL fCAT ION SHALL NEW 2X12 ROOF J015T ' � ',;,..,i : ' �, i ``
BU i LD ING CODE . EE IN ACCORDANCE W ITH RECOMMENDAT IONS OF THE AMER ICAN PLYVN�OD AT I '-4" (RIP TO SLOPE) ' ` � '
. , °
�SSOC I AT I ON . ° ,
�
,
B . THE FOLLOW ING WC�RK SHALL BE 1 NSPECTED BY THE SPEC IAL INSPECTOR UNLESS 2 . EACH PANEL SHALL BE I DENT I F I ED W ITH THE GRADE - TRADEMARK OF THE � � ; ; , �
V BY THE BU I LD I NG OFF I C I AL . T TS OF NEW f4�-2 6 NEW �4�-2X6 �
SPEC I F ICA� LY WA I ED �MER ICAN PLYIM�OD ASSOC IAT ION AND SHALL MEE THE REQU IREMEN
, _
GOLUMN f GOLUMN . ,
1 . SOIL PREPARATION l. . S . PRODUCTS " STANDARD PSI . , LATEST EDITION FOR P �YWDOD . ALL PANELS -
a : EARTHW'ORK EXCAVATION , PLACEMENT AND COMPACTION OF FILL AND 1N •- PLACE V�HICH HAVE ANY EDGE • OR SURFACE PERMANENT �Y EXPOSED TO THE 52 �}� 1
DRY DENS ITY OF THE COMPACTED F I LL FOR CONFORMANCE WITH THE APPROVED V'EATHER SHALL BE OF THE EXTER IOR TYPE . MC�I�TOei OC• NC�iWC�i�l
REPORT . ' 3 . FOR ROOF IiSE 3 /4 " STRUD I - FLOOR SHEATH I NG NA I LED W I TH 10D NA I LS AT 4 " En ineers , Inc .
2 . CONCRETE CONSTRUCTION CN CENTER ALONG PANEL EDGES AND AT 12 " ALONG INTERMEDIATE SUPPORTS . g
a . PER IOD IC INSPECT ION OF RE INFORC ING STEEL . ' 4 . EXTER IOR WALLS SHALL HAVE ONE LAYER OF 1 /2 " EXPOSURE l PLYWOOD OR N�W (4)- I 3/ ° X I /8 ° LVL (FLUSH)
b . PER IOD IC VER t F ICAT iON OF USE OF REQU IRED DES IGN M ( X . ' CSB SHEATH ING NA I LED W ITH Sd ( OR 10d ) NA I LS AT 6 " ON CENTER ALONG PANEL � Avon
c . CONT INUOUS INSPECT ION AT THE T IME FRESH : CONCRETE . 15 SAMPLED TO EDGES AND 12 " ON . CENTER AT INTERMED IATE SUPPORTS . ALL PANEL EDGES P.a. Box I597
FABR I CATE SPEC IMENS FOR STRENGTH TESTS , PERFORM SLUMP AND A I R .HALL BE BLOCKED : ' 70 Benchmark Road, Suite iO4
CONTENT TESTS AND DETERMINE THE TEMPERATURE OF THE CONCRETE . OOF SHEATHING SHALL BE INSTALLED WITH THE FAGE GRAIN PERPENDICULAR Avon, Colorado87. 620
5 : F NEt^t 51MP50N (970) 949-776&
d . CONT I NUOUS I NSPECT I ON OF CONCRETE PLACEMENT FOR PROP ER APPL I CAT I ON 10 SUPPORTS W I TH END JO I NTS STAGGERED . FAX (970) 949-4054
U HA�NCER
TECHN IQUES . 6 . INSTALL SU ITABLE EDGE SUPPORT BY USE OF PLYCL IPS , TONGUE AND GROOVE o ° ' EMF.IL avon. cxmonroe-newell .com
F S C1F1 D CURING � '
e . PER IOD iC INSPECT ION FOR MA INTENANCE O PE E TEMPERATURE . FANELS OR SOL ID . WOOD BLOCK ING SUPPORTS . �XISTINC�
AND TECHNIQUES . -
JOI ST
G . FREF�BR ICATED WC�OQ MEMBERS SHALL BE THE TYPE NOTED ON THE DRAWINGS AND ' ( _ Denver
" - JO I ST " AS MANUFACTUREQ BY BO I SE CORPORAT I ON . ALTERNATES 1701 Wynlcoop Street, Suite 200
4 . FOUNDAT IONS SHALL BE BC I I � _
SHALL BE REV I EWED BY THE ENG INEER . TO BE CONS IDERED , ALTERNATES SHALL r= __ - Den�er, Colorado 80202
�sas) �z�-4���
A . MAX IMUM SOIL QES IGN PRESSURE 3000 PSF HAVE A LOAD CAPAC ITY IN BEND ING , SHEAR AND DEFI. ECTION EQUAL TO OR GREATER FAX (303} 623-6602 -
THAN .THE S I Z E SHOWN . ON THE DRAW I NGS : WEB B LOCK I NG AND BR I DG I NG - TO BE AS : EMAIL denver�a monroe-newell .cotn
� B . ' CONTRACTOR TO FOLLOW A � � RECOMMENDATiONS IN SOILS REPORT NO . 0164 REQUIRED BY THE JOIST MANUFACTURER . a-- �
. - ` BY LKP ENG I NEER I NG , I NC . DATED MAY 1 1 , 2001 . . -
, H . LAMIhATED VENEER LUMBER MEMBERS SHA � � HAVE THE FOLLOWING STRESS =ri;,a�'=
,:�. . �a„a
C . ALL FOOTING BEARING ELEVATIONS SHOWN ARE ASSUMED . EXACT BEARiNG CAPACITIESs : FB = 2800 PSI , E = 2 , 000 , 000 PSI , FC = 750 PSI , FV = 285 PSI : '• :
, � , � ,
'X� ELEVAT IONS SHALL BE -VER I F IED IN THE . F iELD WITH ACTUAL COND ITIONS BY BU ILl UP MEMBERS SHALL BE CONNECTED IN AGCORDANCE WITH MANUFACTUR�ERS ' - -`--`-'- �' �� � , ��!„� • ;
: CONTRACTOR W I TH APPROVAL �� OF SO I LS ENG I NEER AND ALL BOTTOMS OF FOOT I NGS RECONMENDAT I ONS . CONTRACTOR SHALL HAVE THE OPT 1 ON OF US I NG 3 1 /2 OR : y e��.6",,'•Rra . ,��..^,���
SyALL BE A MINIMUM OF 48 BELOW EXTERIOR GRADE . 5 1 /� WIDE MEMBERS .
,, : ' �` �� . � '�'
�.ra,�,. :
' _ _ � �;
D . A� � F(30T INGS ARE TO BE PLACED ON F IRM > UND ISTURBED , NATURAL SO IL OR 9 . NON - STRI�TURAL ELEMENTS �� �,�,? ; - _ �� _ ' �
PROPERLY COMPACTED BACKFILL , APPROVED BY THE SOILS ENGINEER . BACKFILL ` �' � �
n+� i : , „ .. .
_ ,,_SHAL � BE COMPACTED TO 95 � ( M IN IMUM ) MOD I F I ED PROCTOR DENS ITY PER ASTM , A . ELEMENTS SUCH AS NON - BEAR ING PART IT IONS , ETC . A7TACHED TO AND /OR � � �
- D1557 UNLESS OTHERWISE RECOMMENDED IN THE SOILS REPORT . IF SOFT SPOTS ARE SUPPCRTED BY THE STRUCTURE SHALL .TAKE INTO ACGOUNT Q �' FLECTIONS AND - j?.� �
__ jt ry >; .�' .
ENCOUNTERED REMOVE SO I L AND REC�MPAGT W I TH APPROVED F I LL ( RE: S4 I L OTHEF STRUCTURAL MOVEMENTS . ��;r�^�;•.�• .••�' { t
REPORT FOR DESCR IPT ION OF BEAR ING SO f L . - ,ry
) "", =�''' �.
' B . F iRE PROTECT ION FOR ALL STRUCTURAL PARTS SHALL. BE PROV IDED AND SHALL MEET : "�
E . CONTRACTOR SHALL BACKFICL EQUALLY ON EACH SIDE OF FOUNDATION WAI. LS IN 12 ALt CODE REQUIREMENTS FOR THE TYPE OF Ct3NSTRUCTION SPEGIFlED BY THE -
INCH MAXIMUM VERTICAL LIFTS OR AS RECOMMENDED IN THE SOILS REPORT . REFER ARCHITECTURAL DRAWINGS . STRUCTURAL STEEL MEMBERS SHALL BE CONSIDERED
TO SOILS REPORT FOR BACKFILL MATERIAL : UNR � .TRAIN �Q UNLESS NOTED OTWERWISE . i � I � I
, � � � � � � � � I I � � � � � I �
F . CENTER ALI. FOOT I NGS UNDER WALLS . CO �UMNS OR GR I D L I NES UNLESS NOTED i 0 . GENERAL I /4° = I '-O °
OTHERWISE ON PLANS .
- , A . ENGI � EER ' S ACCEPTANCE MUST BE SECURED FOR A � L STRUCTURAL SUBSTITUTIONS .
G . CONTRACTOR TO PROV IDE , AT H I S EXPENSE . F I ELD DENS ITY TESTS ON COMPACTED " �OO� � ��MINC� � OT � '�..�' :
F { LL UNDER FOOT INGS AND INTER IOR SLABS - 0N - GRADE . B . , VER I FY ALL. OPEN INGS THROUGH FLOORS , ROOF AND WALLS WITH MECHAN ICAL AND „
" ' ' - ELEC '1R I CAL CONTRACTORS . VER i F i CAT I ON OF LOCAT I ONS , S I ZE5 , L I NTELS AND - � , RDOF SHEF�THING 3/4 STURDI -FLUOR RA.TED. 57f��GER PANEL END JOINTS
N EXCAVAT I ON I S COMPLETED SO THAT COND i T I ONS MAY ' � f�ND F?.STEN WITH Ic�d NAILS ,4T E+ " M�XIMUM P�LL ED6E5 f�ND I '-O " M�XIMUM
H . NOT I FY SO I LS ENG INEER WHE . REQU IRED CONNECT IONS ARE CONTRACTOR S COMPLETE RESPONS B 1L ITY . . OTHER SUPPORTS. .
BE INSPECTED PRIOR TO PLACEMENT OF ANY FI � L OR CONCRETE .
� : C . PRIOF . TO INSTALLATION OF MECHANICA� AND ELECTRICAL EQUIPMENT OR OTHER
I . FOR SO IL DRA INAGE REQU IREMENTS REFER TO SO iLS REPORT AND C IV I � DRAWINGS . ITEMS TO BE ATTACHED TO THE STRUCTURE , ENG INEER ' S APPROVAL OF CONNECT IONS 2 . RE : /�RGHITEGT FOR ROOF SLOPES F�ND BE!-�RINC� PLP�TE HEIGHTS
c NOT N�T�D. Z
AND ..UPPORTS SHALL BE -0BTAINED . UNLESS SPECiFICAL �Y DETAILED ON :
4 . SLAB ON GRADE _ ARCHITECTURAL AND STRUCTURAL DRAWINGS , RESPEGTIVE SUBCONTRACTOR . - `
3 . ?�L.L JOIST H�NGERS SHALL BE SIMP50N LUP, WP OR L55U TYPE
SHALL FURNiSH ALL HANGERS , CONNECTIONS , ETC : , REQUIRED FOR iNSTALLATION OF ` W
A . THE PREPARATION OF THE SUBGRADE FOR THE SLAB ON GRADE SHALL . BE IN STRICT HIS ITEMS .
UNLE55 NOTED OTHERWISE . � ��
ACCORDANCE WITH THE PROJECT SOILS REPORT REFERENCED ABOVE . THE , �� �
4. �LL SEA�M TO GOLUMN GUNNEGTIONS, BUTH TOi� AND BOTTOM Z
' CONTRACTOR SHALL DIRECT QUESTIONS REGARDING THE SUBGRADE PREPARATlON _ D . PROVIDE ALL EMBEDDED ITEMS IN STRUCTURE AS NOTED ON ARCHITECTURAL , ,4 GONNEGTORS UNLESS NOTED
� REQU IREMENTS TO THE GEOTECHN ICAL ENG INEER . MECHf.N ICAL , : ELECTR ICAL AND STRUCTURAL DRAWINGS . M ISCEI. �ANEOUS EMBEDDED SH,4LL U5E 51MP50N PL TE Z . ,
r " ITEM: AND ANCHOR BOLTS SHALL BE FURN ISHED BY STEEL SUPPL IER AND INSTALLED OTHERWISE ON DET?� ILS,
� �
� B . MOVEMENT OF THE SLAB ON GRADE MAY CAUSE DAMAGE TO ANYTHING CONNECTED BY CC�NCRETE CONTRACTOR . STEEL SHALL FULFILL ASTM A36 . D FROM �
TO BOTH ' THE SLAB AND OTHER PORT I ON5 • OF THE SUPERSTRUCTURE . I SOLAT I ON �. ,4L.L EX'fERIOR Wi�LLS SHP�LL H/�VE GONTINUOUS 5TU S �
_ �LOOR TO ROOF (INGLUDIMG R?�KE W.4LL5) . Q
DETAILS FOR PARTITION WA � LS , BASEBOARDS , PIPiNG AND OTHER ITEMS MAY BE E . PROVIDE ASPHALTIC MASTIC - COATING ON ALL STEEL AND . WC�OD EXPOSED TO EARTH . �
REQUIRED . REFER TO THE APPROPRIATE DRAWINGS -0R CONSULT WITH THE - a
RESPONSIB � E MEMBER OF THE DESIGN TEAM PRIOR TO CONNECTING ITEMS TO BOTH F . WATEFPROOFING , VAPOR BARRIERS , ETC . , SHALL BE AS SHOWN ON THE � /� �
THE SLAB ON GRADE AND OTHER PORTIONS OF THE SUPERSTRUCTURE . ARCHITECTURAL DRAWINGS AND AS INDICATED IN THE SPECIFICATIONS . � �:: U
'. : i-{=` Q
�
5 . CONCRETE G . . ALL NASONRY AND STONE VENEERS SHALI. BE ATTACHED TO I NTER I OR AND EXTER I OR ' , vait , Cotorado r ' , °
�= Denver, Golorado W �
"- " " - WALLS AS SPEC i F I ED IN SECT ION 1405 OF THE INTERNAT IONAL BU I LD ING CODE . i s; _
� . Frisco Colorado Q
A . A � L; CAST - IN - PLACE CONCRETE SHAL � BE MADE WITH TYPE I / I I PORTLAND CEMENT , J �, , �I
ON AGGREGATE AND SHAL � SATISFY THE FOLLOWING REQUIREMENTS: ONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST ' FIELD '
ST E H . ALL CIMENSI
� � 0
_ COND IT I ONS AND ARCH I TECTURAL DRAW WGS . _ �
Monroe 8.� l�Tewell
CONCRETE I TEM � _: ._ _ F ' C M IX TYPE MAX W /C RAT I O � A I R REQ . � �
J . CONTFACTOR SHALL VER ! FY ALL ASSUMED EX i ST i NG COND i T I ONS . I F CON� I T i ONS October 19; 2010 W W
_� . Engineers, Inc. Q
� FOOT INGS 3000 ps i STD - - - - - - ARE ` C I FFERENT THAN ASSUMED . NOT l FY ENG INEER . . N
_ li■ O
FOUNDAT ION WALLS 3000 ps i , STD - - - - - - ` - W�4TERPROO� INCC A.ND �
DEGK � IN15H R� : ,41zGH . W
INTERIOR SLASS ON GRADE 3000 psi STD 0 . 50 - - - - _
EXTER IOR CONCRETE ( + + ) 4500 ps i STD . 0 . 45 6 � - 8 � _ ` �
�� . �XI -rrv- TING }�.00P ^ '
SHE,4TH I NG � ` v � .
+ + MAX IMUM SLUMP SHALL NOT EXCEED 4 . Town of Vail �'��� �
� �
__, - Department of Communzty Develapment _ ;
,� � 1�
B . . i F CONCRETE SUPPL I ER PROPOSES USE OF FLYASH HE SHALL PROV I DE OWNER W I TH ` 75 South Frontage Road 1 \ Q
LETTER INDICATING COST ` REDUCTION AT TIME OF BIb . THE MODU �US OF ELASTICITY �
Vail, CO 81657 ` , _ W
f► : OF ALL CONCRETE SHALL EXCEED WG1 . 5 33 ? F ' C ( OR 57 . Q00 ? F ' C NORMAL WEIGHT � � >
CONCRETE ) . ��
� � W
, . � : _ . . . . ; �
. � C . CONTRACTOR SHALL SAwCUT OR TROWELCUT JO I NTS I N SLA65 ON GRADE . JD I NTS Re . Teets Residence Renovation, Permit #B10-0330 '
; SHALL BE SPACED 10 FEET AND SAVuCUT OR TROWELCUT 1 /4 OF SLAB dEPTH X 3 / 16 " . . ' � ' I � I
W I DE W I TH J N 1 2 HOURS AFTER POUR I NG . CARRY ALL SLAB RE I NFORCEMENT THROUGH 4792 Meadow Drive, Vail, Eagle County, Colarado ( M &N #8320) � � �
JOJ NT . � �@
, Gentlemen : NEW 51MP5oN � NEW 2xIZ J015T °'�
D . S � ABS , FOOTINGS AND BEAMS SHALL NQT HAVE JOINTS IN A HOR IZONTAL PLANE . U210 H,4NGER ��,;, izE : PL?�N RIP TOP TO -
ANY STOP I N CONCRETE Vul')RK MUST BE MADE AT TH I RD PO I NT OF SPAN W I TH VERT I CA � • SLOPE I /8 /FT. WITH
We have reviewed the structuraf desi n of the foundations of the Teets Residence N�y� ��� �E,o�M � SiMPSON uZio Hh.N�rz
BULKHEADS AND HORIZONTAL SHEAR KEYS UNLESS OTHERWISE SHOWN . ALL CONSTRUCTION . g
JO I NTS SHALL BE AS DETA I LED OR AS REV I EWED BY THE ENG I NEER . Renovation ta determine requirements for testing and special inspections for this part of � : P1-�N f�uT iNTO �I �
EXISTINE� .1015T5) �� INST�L� I /�� � N � THRU- s^'
_ th8 COC1St�UCtI0I1 . - '� BOLTS /�T I _p ,
E . ALL CONCRETE WORK AND REINFORCEMENT DETAILING SHALL BE IN ACCORDANCE �� ;
W I TH AC I BU I LD I NG CODE 31 8 LATEST EQ 1 T I ON , UNLESS NOTED OTHERW I SE . USE - . . . , f '� I �1 �;�5'���'��"�"�
STANDARD HOOKS FOR DOWELS UNLESS NOTED OTHERW I SE . ALL EXPOSED� EDGES OF The followmg are #he results of our review. � � � � ( � I � (
CONCRETE WORK SHALL HAVE 3 /4 INCH CHAMFER . 1 -O DSt@ 09-17-ZU� O
3/4�� _ � �� � . ;
1 . The connection of the new footings and foundation vualls to the existin buildin 's -
6 . RE INFORCEMENT : ; . . . . . . . g g D�awn B AVN
foundations is specified to be accomplished with reinforcing bars that are to be New w�r�t�PROO� iN� Y •
_ e ox -doweled inta existi . . . . . , A.ND r�E�K FINISH
A . ALL RE INFORC ING SHALL BE H IGH STRENGTH DEFORMED BARS CONFORM ING TO ASTM p y ng walls and footmgs . In our opinion special inspections
A61 5 , GRADE 60 EXCEPT T I ES , ST IRRUPS AND PLATE ANCHORS WH I CH SHALL BE are not �equired for this work, because the dowel bars have na tension fo�ces � � ARGN. _ - Checket� By HS
DEFORMED BARS , ASTM DES IGNAT I �N A615 , GRADE 40 OR ASTM A706 GRADE 60 . arld on) naminaf shearforces a fied to them .
Y pP NEW ROOP SHEP�THIN ..r'� ,
B . WELDED W1RE FABR IC SHALL CONFORM TO ASTM A185 GRADE 65 AND SHAI. I. BE PCOf@Ct N0. 8320
LAPPED oNE FULL MESH aT S IDE AND END SPL ICES AND wIRED TOGETHER . 2. Concrete specifications in the construction documents for the new footin s and
9 Revisions '
foundation walls note that cancrete strength be 3 ; 000 psi at 28 days. We have
C . RE INFORCEMENT PROTECT ION UNLESS NOTED OTHERW I SE: - determined fhat a concret mi . , , ,
e x design yieldmg � a strength of 2 , 500 psi at 28 days
1 . CONCRETE POURED AGAINST EARTH 3 •' : '
is sufficient for this smal{ addition . In our o inion s ecial ins ections and testin �Permit Comments 10/12/10
' 2 : . CONCRETE POURED IN FORMS ( EXPOSED TO WEATHER OR EARTH ) 2 ° p- � p 9
3 . COLUMNS AND BEAMS ( T I E BARS ) � ` 1 - 1 /2 " ' for the concrete used in the foundations are not required .
� 4 . SLABS AND WALLS ( NOT EXFOSED TO WEATHER ) 3 /4 "
¢ ; If ou have an ' ��
N a sHA� � e j w Y Y questions ar comments , please calL � � � U 1J � �
D . REINFORCEMENT PLACEMENT ND TOLERANCES E N ACCORDANCE ITH � � °
� SECTIONS 7 . 5 . 7 . 6 AND 7 . 7 QF ACI 315 � LATEST EDITION . ,
� _ Very trufy yours , NEW ZXI2 DEGK
o JOIST RIP TOP OCT � 2 ZO7O
� E . NO SPCICES OF REINFORCEMENT ° SHALL BE MADE EXCEPT AS DETAILED OR TO SLOPE
N AUTHOR IZED BY THE STRUCTURAL ENG INEER . LAP : SPL ICES , WHERE PERM ITTED , SHALL � MONROE & NEWELL ENGINEERS , INC .
M BE A M IN IMUM OF 48 BAR D IAMETERS FOR #6 BARS AND SMALLER UNLESS NOTED - NEW �XTERIOR STUD mC�VUIV C) � �I�1IL
oOTHERW I SE . MAKE ALL BARS CONT I NUOUS AROUND C�RNERS . � ;�� W,4LL WITH 5H�,4THlNC.-�
_ , _ s�;�`,�, ...��r � .
3 F . ' PLACE TWO #5 ( PER 8 " TH ICKNESS ) WITH 2 ' - 0 " PROJECT ION AROUND ALL OPEN INGS : . - ,
N 1 N CONCRETE WALLS , SLABS , AND BEAMS . ALSO PROV I DE TV1R� #5 X 4 • _ O ,• D I AGONALL.Y . �
. . �`y : ' '�.4
a AT EACH CORNER . _
• _
Hannes Spaeh , P. E . - t.� 3 i�9 � � .
� Princi a! � � � - j
� G . CONTINUOUS TOP AND BOTTOM BARS IN WALLS AND BEAMS SHALL BE SPLICED A5 p .� . ;�
° FOLLOWS : TOP BARS AT M I DSPAN , BOTTOM BARS OVER SUPPORTS . t., "s,. � <<�; . � � � f � � � . '
c¢.� ,, ,�, ,. �
� M'O�.•sarar�� .3 s• ^" . . � . . � . ' i
� �.� .�.,..: . �:�.�*- �' 3/4 " = I '-D" ;,
� °� 7 :; STRUCTURAL STEEL : '�Y,�a, �:�f�1� �-'t 4
� =��,= ' �
` �m, ;. . .. � � � � . � , � . . � � � � . � . . . � � - . . . . � � . . . . . . � . . . . . . � � . . .. . . , . . . . . . �. . , . � � � � � ��. : . � . - . -.r 'L,2'�i.e:�K" . � . : � . . � . . � ' , . � . . . � . . . . ' . � . . , . . . . . . � . � .. � � � . ..
_ � A . ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 . STEEL SUPPL IER MAY PROV IDE . `. . www : monroe - newell . com �
� , � �
, � ASTM A572 , GRAQE 50 AT H IS OPT ION . M ISCELLANEOUS EMBEDDED ITEMS SHALL BE 70 Benchrnark Road • Suite 204 • P . O . Box 1597 • Avon , Colorado 81b20 '
.y A36 STEEL . C970 ) 949 -7768 • FAX C970) 949 - 4Q54 * erriail : avon9monr� e -newell . com � � o��� � �
a°�i _ �
� B . ALL STRUCTURAL BOLTS SHA � L BE A325N INSTALLEQ TO A MINIMUM SNUG TIGHT
� N CONDITION . A � L ANCHOR BOLTS SHALL CONFORM TO ASTM A30Z UNL' ESS NOTED
o OTHERWISE . ' ',
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