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4. ,4LL CE IL INC�S ,4RE C�'�'P. BD. U.O.N. � FLOOR M7D. DUPLEX CONv�NI�NCE OUTLET Fi+�sT�floo va aT�afl� _ �fl�o va x ,flo� 3r�oo va
� 3001 TC)�i 20,Qfl�VA AT 3�a°lo = 147�iJ VA X 35% 5145 VA O O Ix6 T�Cz SOFFIT
�. � IND ICA7ES CE IL INC� SLOPE � FLOOR M7D. NALF-SIUITCNED �WESa�zfl:oofl v�.A-r zsa�o = o va x zs��fl o va _ EXISTNGH ARCHITECTURE,
6. SEE STRUGTURAL DRALUINCsS �OR ALL �RAMINCs CONvENI�NCE oUTLET PLANNING, INTERIORS
A�P�IANCES:
�I. RE�ER TO SCNEMATIC ELECTRICAL PLANS �OR ALL SUR�ACE � HALF-SIUITC+�ED CONVENIENG� OUTLET TvPE QTV �aao U100D
EXHAUST FA1JS 4 9�fl VA = 4�fl VA B�AM
MOUNTED �IXTURES � 101 Eagle Road-Building 6
SP�GIAL POUIER OU7LE7 B{?3LER 1 12�0 VA = 12�fl VA l�VOri, C� g 162�
Pu�PS z i��s va� = zssz va 73Cx 1U00D
CxEN�R�4L EL�CtRIC,4L NOt�S' �j STEAMSHOWER 1 370U VA = 3700 VA C��IN� Tel: 970.476.4433
SUJITCN Fax: 970.476.4608
HEATED FLOOR NIASTER BAl 1 1000 VA = 1000 VA
1. TN�S� DRAWINCxS AR� SCNEMATIG AND SNOW INTENT ONL1'. ALL ELEGTRIG,4L Sl'S7EMS 70 B� GAS FIREPLACE BLOWER 1 8�fl VA = 804 VA
D�SICxN/BUILD. CON7RACTOR R�QUIR�D 70 PROVIDE AN1' ,4DDITIONAL DRAUJINCxS AND $3 3-WAY SWI7CI� REF�i���a�.TOR 1 �sofl va = t�c�fl vA � 4�� 8„ 4, info@smarchs.com
IN�ORMATION R�G2UIR�D B1' STAT� AND LOGAL OF�IGIALS. FRE�zER � �soo va = �aflo va www.smarchs.com
2. CONTR�4CTOR TO COORDINAT� AND INST,4LL A BUILDINCx S�GURITI' Sl'ST�M IV�RI�I' Sl'ST�M $� DIMMER SIUITGH ois+�w�is��R 1 12flfl VA = 120d VA
NEEDS UJITN OUJN�R). nnic�awavE 1 12t10 VA = 12i10 VA
3. CONTR�4CTOR TO PROVID� AND INST,4LL SMOK� D�T�CTORS AND CARBON MONOXID� $� SW17GN IN DOOR JAMB D1s�QSn� � �'�s `!A = ���s va '
D�T�CTORS TNROUCxNOUT, P�R ALL APPLIGABL� GODES. PRO�/ID� �XNAUST �ANS CONN�CT�D ucR�FRi�Er�Tn� 1 '100{J VA = lflflfl VA —
TO C�AS D�T�CTORS LUN�REV�R PROPAN� FU�L�D BOIL�RS AND N�AT�RS AR� LOCATED. Q RECESSED DOUJN LICxH7 FIX7URE c°FF�EMn.c�i"E � �aoo va = laoo va
4. CONTR�4CTOR TO COORDIN,4T� AND PRO�/ID� POW�R FOR ALL MECN/�,NIC,4L Sl'ST�MS, FIREALARMEC}UIPMEN� � �so va = 3sp va � �
GARAGE QOORS 2 9i76 VA = 2362 VA
�LEGTRIGAL D��/IC�S, APPLIANC�S, �TC. � IUALL IUASHINCx RECESSED LICxHT FIXTURE was�+irv�r�ac+�iNE a ���o vn - za�o vn -
�. 7N� CONTRACTOR IS R�SPONSIBLE �OR ALL APPI,4NC� OU7L�TS, DISPOSALS ADN POLU�R FOR J�z-rEaTr.a� 2 9976 VA = 2352 VA
Sl'ST�MS NOT SNOUJN ON 7N�S� PLANS. � MINI R�CESSED DOIUN LIC�N7, Ht7TTUB 1 1100 VA = 11�0 VA
6. INT�RIOR D�SICxN�R IS TO SUPPLI' APPLIANC� P�4CK,4CxE �OR ELECTRICAL R�G2UIR�MEN7S. LOU1 VOLTACxE lLV)
� .........................................................................................................................................................
�. AUDIO/�/ID�O CONTRACTOR IS TO SUPPL�' ALL POIU�R R�G2UIR�MENTS �OR ALL A/V EQUIPM�NT. CEILING MTD. LICzHT FIXTURE �r����H ^ i��Q = ��r�� �n �
CONTR�4CTOR IS R�SPONSIBL� �OR MEETINC� ALL APPLIACABL� GODES AND C�FI REG2UIR�M�NTS.
8. R���R TO L,4NDSGAP� DRAUJINCxS FOR SIT� LICxN71NCs AND POLU�R R�G2UIR�M�NTS IN ADDITION TO .�. E�EC�Raceafl�cirw�: ; �
IUALL MTD. LIG�47 FIX?UR� ,
LUNAT IS SNOUJN ON TN�S� L,41'OU7S. a�P�ia.Ne� # �°�° _
9. ALL CONVENI�NCE OU7L�TS MOUNT�D A7 15" A�F TO � U.O.N. � EXl'ERIOR IUALL MOUN7�D LIC�Nl' �IXTUR� °°uB�Ewa��ovErv � 5oflo va = snoa va MASTER ' �
SINGLE WALL CiVEN 1 3�Q0 VA = 3flfl0 Vfl �
lm. COORDINAT� UJITN ,4RGN17�CT AND OUJN�R �OR ALL D�VICE LOC,4TIONS. BEDROOM
11. PRO�/ID� SLOP�D G�ILINCx 7RIM RINC�S AD�G2U,4T� TO SET �IXTURES L�V�L AT SLOP�D C�ILINC�S. °u�.�FUE��za`��E � ��°° vA = 2s°° va ' / ''
SURFACE MOUNTED 'IUEDC�E' UP LICs�47 �IX7UR� warn�i�vGa�nw�€� � zaoa va = aflofl va
12. R�C�SS�D C,4N LICxNTS IN SLOPINCx C�ILINCxS TO B� SEALED IC C,4N FIXTURES UL APPROV�D FOR � ..........................................................................................12��ti VA...X...65'0..=......8125..VA...... � C�OSET O 9'-�0" DRESSINCx
T�NTINCx WITN TICxNT INSULATION ABOV�. C----] LOIU VOLTACxE STRIP LIC�NT �� � =' C�OS�T
13. ALL L ICxNTS AT SNOW�RS AND TUBS TO NAYE C�ASK�T�D OPAL L�NS. E�EC�Ric c�oTr�ES�RV�R -- -- - - ' ' �
14. C�ANCx SWITCN�S TOCxETN�R WNEN��/ER POSSIBLE AND LOCAT� AS DIR�CT�D B�' OWN�R. O WET LOCA710N R�G�SS�D ELECTRICQRYER � 5soo va = ssoa va \��, � �
....................................................................................................... . -- —
SGN�DUL� W,4LK-TNROUC�N WITN OWN�R PRIOR TO ROUC�N-IN. "S�IOU1ER" LIGN7 FIX7URE 55�0 VA X 1{10%- 5500 VA
15. IN ADDITION TO IUALL OUTLETS SNOUJN, PROVID� Cx�l PROT�CTION P�R COD� 7NROUCxNOUT � UNDER-GABINET LIC�NT T{�TAL ELECTRICAL LOAD WITH DEMAIV�FACTGIRS = A2539 VA
BUILDINCx.
l�o. CONTR�4CTOR TO COORDINAT� TNERMOSTA7 LOCATIONS CP�R M�CNANICAL D�SICxN/BUILD�R'S -Q- R�CESS�D ST�P LICsN7 a,n���coPa.-rEa rvun�BE�o�B�rvc�c�RCU�TS = a�
R�COMM�NDATIONS) UJITN OLUNER.
1�. COORDINAT� SWITCN IN DOOR JAMBS TO ACTIVAT� WITN DOOR L�AF WN�R� INDIC,4T�D. {�xisting serviee pa�ae!and two subpanE
18. CON7R�4CTOR TO COORDINAT� R�C�PTAGLES, POLU�R, AND R�G2UIR�D CONTROL CIRCUITRI' �OR � C�ILINCx FAN UJ/ LIG�47 `�� ,���i M�4StER
ALL N�AT TAP� ON ROO�, IN C�UT7�RS AND DOLUNSPOUTS, AND TNROUCxN UND�RCxROUND �� �' �i �
DR�41NACx� TO DAl' LICxNT AND OTN�R D�SICxN/BUILD M�CN., �LEG., PLUMBINCx S1'STEMS. /_ TELEPHONE OUTLET `X' i GATN
,' \ ��
19. B�DROOM CIRCUITS TO BE PR07�CT�D UJITN ARC-�AULT INTERRUPT. �\ i � O
2m. ALL ABOV� COUNT�R R�C�PTACL�S TO B� CxFI. 4TV ��LEVISION OU7LE7 �
��--------� SITTINC�
21. �XN,4UST F,4N LOCATIONS ,4RE SNOLUN S1'MBOLICALL�' ON TI-I� PLANS. Y�RI�I' EXNAUST �AN � �
LOCA710NS WITN M�CNANIG,4L CON7RACTOR. aD DATA OUTLET
22. COORDINAT� WITN OUJN�R FOR POUJ�R AND LIC�NTINCx R�G2UIREMENTS OF POSSIBL� �UTUR� 1 O
D�VIC�S AND S�'ST�MS. PROVIDE SP�4R� CAPACITI' �OR �UTUR� UJORK. � EXNAUS7 FAN �
23. C�NT�R LINE O� Tl'PICAL SLUITCN ,4ND LUALL BOX DIMMER SLUITCI-4�S TO B� AT 4g" ,4�� �/
C�NTERLINE OF Tl'PIC,4L CONTROL S1'S7�M K�1'P�4DS TO BE AT �4" ,4.�.�. C�XC�PT ,4T BEDROOM �O JUNC710N BOX w
N�ADBOARD LOCATIONS, ABOV� COUNT�RS ,4ND ,4N1' OTNER NON-T1'PIC,4L KEl'P�4D LOCATIONS �
- �/�RIFI' WITN INTERIOR D�SIC�N�R AND OWNER�. P�} NANCsINC� PENDANT OR GNANDELIER � �����
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(C;2013 SMA
GENERAL NOTES
1. LIVE LOADS USED IN DESIGN: SVgVl�V1g M�y�VW
A. ROOF 80 PSF E. PLYWOOD DECK #4 AT 16��
WELD TO STEEL &Associates Architects
B. TYPICAL FLOOR 40 PSF L.L. 1. PANEL THICKNESS SHALL BE AS SHOWN ON THE DRAWING. APPLICATION SHALL BE P.C.-A.I.A.
25 PSF D.L. IN ACCORDANCE WITH RECOMMENDATIONS OF THE AMERICAN PLYWOOD
C. EXTERIOR DECKS 98 PSF ASSOCIATION.
2. EACH PANEL SHALL BE IDENTIFIED WITH THE GRADE-TRADEMARK OF THE
D. WIND AMERICAN PLYWOOD ASSOCIATION AND SHALL MEET THE REQUIREMENTS OF U.S.
1. BASIC WIND SPEED 80 MPH PRODUCTS STANDARD PSI, LATEST EDITION FOR PLYWOOD. ALL PANELS WHICH
2. EXPOSURE B HAVE ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO THE WEATHER SHALL
BE OF THE EXTERIOR TYPE. 3��MIN.CONCRETE SLAB
E. LIVE LOADS ARE REDUCED PER CODE IF APPLICABLE. 3. FOR FLOORING USE 3/4" T&G STURD-I-FLOOR SHEATHING GLUED AND NAILED SLOPE TO DRAIN
WITH 10D NAILS AT 6" O.C. ALONG PANEL EDGES AND AT 12" ALONG INTERMEDIATE STONE VENEER ARCHITECTURE�
SUPPORTS. 3/4"PLYWOOD PLANNING INTERIORS
2. FOUNDATIONS: 4. FOR ROOF USE 5/8" (40/20 SPAN RATING) EXPOSURE I SHEATHING NAILED WITH �
10D NAILS AT 4" O.C. ALONG PANEL EDGES AND AT 12" ALONG INTERMEDIATE
A. MAXIMUM SOIL DESIGN PRESSURE ASSUMED 2000 PSF. SUPPORTS.
5. EXTERIOR WALLS SHALL HAVE ONE LAYER OF 1/2" EXPOSURE I SHEATHING '�n 101 Eagle Road-Building 6
B. ALL FOOTING BEARING ELEVATIONS SHOWN ARE ASSUMED. EXACT BEARING ELEVATIONS NAILED AT 4" O.C. ALONG PANEL EDGES. a° � Avon, CO 81620
SHALL BE VERIFIED IN THE FIELD WITH ACTUAL CONDITIONS BY CONTRACTOR WITH 6. FLOOR AND ROOF SHEATHING SHALL BE INSTALLED WITH THE FACE GRAIN Tel: 970.476.4433
PERPENDICULAR TO SUPPORTS WITH END JOINTS STAGGERED.
APPROVAL OF SOILS ENGINEER AND ALL BOTTOM OF FOOTINGS SHALL BE A MINIMUM OF Fax: 970.476.4608
42" BELOW EXTERIOR FINISH GRADE. 7. INSTALL SUITABLE EDGE SUPPORT BY USE OF PLYCLIPS, TONGUE AND
GROOVE PANELS OR SOLID WOOD BLOCKING BETWEEN SUPPORTS.
C. ALL FOOTINGS ARE TO BE PLACED ON FIRM, UNDISTURBED, NATURAL SOIL OR PROPERLY info@smarchs.com
COMPACTED BACKFILL, APPROVED BY THE SOILS ENGINEER. BACKFILL SHALL BE F. LAMINATED VENEER LUMBER MEMBERS SHALL HAVE THE FOLLOWING STRESS www.smarchs.com
COMPACTED TO 95% (MINIMUM) MODIFIED PROCTOR DENSITY PER ASTM D1557 UNLESS CAPACITIES: FB = 2800 PSI, E = 2,000,000 PSI, FC = 750 PSI, FV = 285 PSI. BUILT
OTHERWISE RECOMMENDED IN THE SOILS REPORT. IF SOFT SPOTS ARE ENCOUNTERED UP MEMBERS SHALL BE CONNECTED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. PLATE1/4"X 8"X CONTINUOUS WOODJOIST WITH
REMOVE SOIL AND RECOMPACT WITH APPROVED FILL. CONTRACTOR SHALL HAVE THE OPTION OF USING 3 1/2" OR 5 1/4" WIDE MEMBERS. U210 HANGER
8. NON-STRUCTURAL ELEMENTS:
3. CoNCRETE: STEELBEAM BLOCKED
A. ELEMENTS SUCH AS NON-BEARING PARTITIONS, ETC. ATTACHED TO AND/OR SUPPORTED WITH TREATED WOOD
A. ALL CAST-IN-PLACE CONCRETE SHALL BE MADE WITH TYPE I/II PORTLAND CEMENT, STONE BY THE STRUCTURE SHALL TAKE INTO ACCOUNT DEFLECTIONS AND OTHER STRUCTURAL
AGGREGATE AND SHALL SATISFY THE FOLLOWING REQUIREMENTS: MOVEMENTS.
CONCRETE ITEM F'C MIX TYPE MAX W/C RATIO % AIR REQ. B. FIRE PROTECTION FOR ALL STRUCTURAL PARTS SHALL BE PROVIDED AND SHALL MEET
ALL CODE REQUIREMENTS FOR THE TYPE OF CONSTRUCTION SPECIFIED BY THE
FOOTING 3000 psi STD --- --- ARCHITECTURAL DRAWINGS. STRUCTURAL STEEL MEMBERS SHALL BE CONSIDERED
FOUNDATION WALLS 3000 psi STD --- --- UNRESTRAINED UNLE55 OTHERWISE NOTED. S E C T I 0 N 1
INTERIOR SLABS ON GRADE 3000 psi STD 0.50 ---
EXTERIOR CONCRETE (*) 4500 psi STD 0.45 --- 9• GENERAL:
3/4"=1'-0" �
* MAXIMUM SLUMP SHALL NOT EXCEED 4" A. ENGINEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS.
B. VERIFY ALL OPENINGS THROUGH FLOORS, ROOF AND WALLS WITH MECHANICAL AND �
B. IF CONCRETE SUPPLIER PROPOSES USE OF FLYASH HE SHALL PROVIDE OWNER WITH ELECTRICAL CONTRACTORS. VERIFICATION OF LOCATIONS, SIZES, LINTELS, AND
LETTER INDICATING COST REDUCTION AT TIME OF BID. THE MODULUS OF ELASTICITY OF REQUIRED CONNECTIONS ARE CONTRACTOR'S COMPLETE RESPONSIBILITY.
ALL CONCRETE SHALL EXCEED WC1.5 33 F'C (OR 57,000 F'C NORMAL WEIGHT
CONCRETE). C. PRIOR TO INSTALLATION OF MECHANICAL AND ELECTRICAL EQUIPMENT OR OTHER
ITEMS TO BE ATTACHED TO THE STRUCTURE, ENGINEER'S APPROVAL OF CONNECTIONS
FLOOR SLABS ON GRADE MAY BE POURED IN CHECKER PATTERN, AVOIDING RE-ENTRANT AND SUPPORTS SHALL BE OBTAINED. UNLESS SPECIFICALLY DETAILED ON
CORNERS, WITH CONSTRUCTION JOINTS LOCATED UNDER PARTITIONS WHERE PRACTICAL ARCHITECTURAL AND STRUCTURAL DRAWINGS, RESPECTIVE SUBCONTRACTOR NEW 4��CMU WALL NEW STUD WALL
AND WITH NO DIMENSION EXCEEDING 15 FEET OR TOTAL AREA OF 225 SQUARE FEET. SHALL FURNISH ALL HANGERS, CONNECTIONS, ETC., REQUIRED FOR INSTALLATION OF WITH#4 AT 24"
AT LEAST 48 HOURS SHALL ELAPSE BEFORE POURING ADJACENT SECTIONS. HIS ITEMS. VERTICAL DOWELS RIP EXISTING
D. SLABS, TOPPING, FOOTINGS, BEAMS AND WALLS SHALL NOT HAVE JOINTS IN A D. PROVIDE ALL EMBEDDED ITEMS IN STRUCTURE AS NOTED ON ARCHITECTURAL, WOOD PLATE
HORIZONTAL PLANE. ANY STOP IN CONCRETE WORK MUST BE MADE AT THIRD POINT OF MECHANICAL, ELECTRICAL, AND STRUCTURAL DRAWINGS. MISCELLANEOUS
SPAN WITH VERTICAL BULKHEADS AND HORIZONTAL SHEAR KEYS UNLE55 OTHERWISE EMBEDDED ITEMS AND ANCHOR BOLTS SHALL BE FURNISHED BY STEEL SUPPLIER NEW GYPCRETE
SHOWN. ALL CONSTRUCTION 70INTS SHALL BE AS DETAILED OR AS REVIEWED BY THE AND INSTALLED BY CONCRETE CONTRACTOR. STEEL SHALL FULFILL ASTM A36.
ENGINEER.
E. PROVIDE ASPHALTIC MASTIC-COATING ON ALL STEEL AND WOOD EXPOSED TO THE EARTH. �
: ::_>.:.,.:>.::.,_.,..::.:.,~:::.:�•'...,:,::.;:�::..>::�::=
E. ALL CONCRETE WORK AND REINFORCEMENT DETAILING SHALL BE IN ACCORDANCE WITH
ACI BUILDING CODE 318 LATEST EDITION, UNLESS NOTED OTHERWISE. USE STANDARD F. SUBMIT SHOP AND ERECTION DRAWINGS TO ENGINEER FOR REVIEW OF ALL CONCRETE � O
HOOKS FOR DOWELS UNLESS OTHERWISE NOTED. ALL EXPOSED EDGES OF CONCRETE REINFORCING, STRUCTURAL STEEL, LAMINATED WOOD FRAMING MEMBERS, WOOD JOISTS
WORK SHALL HAVE 3/4 INCH CHAMFER. AND HEAVY TIMBER FRAMING MEMBERS. THE MANUFACTURING OR FABRICATION OF ANY ITEMS PRIOR TO ...,....:, ...,....:: ....,....:,
WRITTEN REVIEW OF SHOP DRAWINGS WILL BE ENTIRELY AT THE RISK OF THE CONTRACTOR. °. ° � �
4. REINFORCEMENT: �
G. WATERPROOFING, VAPOR BARRIERS, WATERSTOP, ETC., SHALL BE AS SHOWN O
A. ALL REINFORCING SHALL BE HIGH-STRENGTH DEFORMED BARS CONFORMING TO ASTM ON THE ARCHITECTURAL DRAWINGS AND AS INDICATED IN THE SPECIFICATIONS. �
A 615, GRADE 60 EXCEPT TIES, STIRRUPS AND PLATE ANCHORS WHICH SHALL BE
DEFORMED BARS, ASTM DESIGNATION A615, GRADE 40 OR ASTM A 706 GRADE 60. H. ALL MASONRY AND STONE VENEERS SHALL BE ATTACHED TO INTERIOR AND EXTERIOR A'
WALLS AS SPECIFIED IN SECTION 1405 OF THE INTERNATIONAL Buz��zNG co�E. 2X8 OVERFRAME WITH n
B. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 GRADE 65 AND SHALL BE LAPPED SOLID BLOCKING O
ONE FULL MESH AT SIDE AND END SPLICES AND WIRED TOGETHER. 2X10 AT16"TREATED �
I. ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE COORDINATED WITH AND CHECKED AGAINST �
C. POLYPROPYLENE FIBER REINFORCING SHALL HAVE FIBER LENGTH COORDINATE WITH FIELD ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT/ENGINEER 3/4"Q�EXPANSION BOLT AT16�� EXISTING FLOORJOIST '^
AGGREGATE SIZE AS PER MANUFACTURER'S RECOMMENDATIONS. AMOUNT OF FIBERS OF ANY DISCREPANCIES. tJ1
SHALL BE A MINIMUM OF 1.5 LBS/YRD3 OF CONCRETE OR THE AMOUNT RECOMMENDED �I T� 1� O
BY THE MANUFACTURER WHICHEVER IS GREATER. J. CONTRACTOR SHALL VERIFY ALL ASSUMED EXISTING CONDITIONS. IF CONDITIONS ARE EXISTING CONCRETE WALL o ^
DIFFERENT THAN ASSUMED, NOTIFY ENGINEER. - - - � _/ 7� \
D. REINFORCEMENT PROTECTION: -111=111=111 f Y�
1=111=11I_II r"r■, v
1. CONCRETE POURED AGAINST EARTH 3" O
2. CONCRETE POURED IN FORMS (EXPOSED TO WEATHER OR EARTH) 2" �III�� �
E. REINFORCEMENT PLACEMENT AND TOLERANCES SHALL BE IN ACCORDANCE WITH � �
SECTIONS 7.5, 7.6 AND 7.7 OF ACI 318, LATEST EDITION. ��
F. NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR AUTHORIZED � � �
BY THE STRUCTURAL ENGINEER. LAP SPLICES, WHERE PERMITTED, SHALL BE A MINIMUM S E C T I O N Z � � � N
OF 48 BAR DIAMETERS FOR #6 BARS AND SMALLER AND SHALL BE A MINIMUM OF 80 BAR �
DIAMETERS FOR #7 AND #8 REINFORCEMENT UNLESS OTHERWISE NOTED. MAKE ALL 3/4��-1�-O�� � ��
BARS CONTINUOUS AROUND CORNERS. o 0 0 0
G. PLACE TWO #5 (PER 8" THICKNESS) WITH 2'-0 PROJECTION AROUND ALL OPENINGS IN �
CONCRETE WALLS, SLABS, AND BEAMS. ALSO PROVIDE TWO #5 X 4'-0 DIAGONALLY AT
EACH CORNER.
H. CONTINUOUS TOP AND BOTTOM BARS IN WALLS AND BEAMS SHALL BE SPLICED AS
FOLLOWS: TOP BARS AT MIDSPAN, BOTTOM BARS OVER SUPPORTS.
5. STRUCTURAL STEEL:
A. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 EXCEPT WIDE FLANGE BEAMS 114'-O��
WHICH SHALL CONFORM TO ASTM 992, (50 KSI), AND EXCEPT PIPE COLUMNS WHICH
SHALL CONFORM TO ASTM A53 AND TUBE COLUMNS TO ASTM A500, GRADE B, LATEST TOP OF
EDITIONS. STEEL SUPPLIER MAY PROVIDE ASTM A572, GRADE 50 AT HIS OPTION. GYPCRETE
MISCELLANEOUS EMBEDDED ITEMS SHALL BE A36 STEEL.
B. ALL STRUCTURAL BOLTS SHALL BE A325N INSTALLED TO A MINIMUM SNUG TIGHT REMOVE STONE AND �
CONDITION. ALL ANCHOR BOLTS SHALL CONFORM TO ASTM A307 UNLESS NOTED OVERFRAME AS
OTHERWISE. REQUIRED.
C. STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE
LATEST PROVISIONS OF AISC "MANUAL OF STEEL CONSTRUCTION."
D. UNLESS OTHERWISE NOTED, USE STANDARD FRAMED BEAM CONNECTIONS WITH STEEL
BOLTS PER AISC "MANUAL OF STEEL CONSTRUCTION" TABLE II-A AND/OR AISC SIMPLE
SHEAR CONNECTION MANUAL WITH A325-N BOLTS OR WELDED E UIVALENT. SELECT
a
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CONNECTION TO SUPPORT 60/ THE TOTAL UNIFORM LOAD CAPACITY FOR EACH GIVEN
0
0
- � �`�`�..
BEAM AND SPAN FOR NON COMPOSITE MEMBERS. STEEL SUPPLIER MAY SUBMIT
1...3- ...::`::.:::. ::?.::: <::::::.:::::::'::'::.<: :::.:: ::`::'::`::`:: :::: :::`::%::`::`c:. .:: ::.":'::`::'::
1 . 2 . . . . . . .
ALTERNATE CONNECTION DETAILS ACCOMPANIED BY CALCULATIONS STAMPED BY THE
T; ;: T!i . ::::. � ::: . :::::.�:�::::::::::::::. :�::.::: �::::::.:.
REGISTERED PROFESSIONAL ENGINEER RESPONSIBLE FOR THE CONNECTION DESIGN �. . .. XE. .. .C3 .... .... .. . . ...... .... .. .... .. .... .... .. .... ...... .. .. .. .... ...... ..
� STfN.G ::. :. ::::::.:::: .:: ::::::.::. ::::::::::::.::. ::::::::::::.::. :::::::::. :
FOR ENGINEER'S REVIEW. (. .. )...... .... .. .... . .
W. ;:.�.��:�:.�..:::: ::.:::: :.::: ::.:::: ::.:::..:.
.
............................................... ..................... .....................
NE . �X . . .� . . . . . . . . . . . . . .
E. ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE AMERICAN WELDING SOCIETY
:�:::5.`.D.V1�.t:: ::.`:. ::`:!:: :::�. ::.`:: :::!::.:..
- ,
1'l.t... .A.G. ...... .... .. .... .. .... ... .... .. .
STANDARD UALIFICATIONS TESTS AS OUTLINED IN AWS D1.1.
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F. MINIMUM WELDS TO BE PER AISC TABLE J2.4 BUT NOT LESS THAN 3/16" CONTINUOUS O �
FILLET UNLESS OTHERWISE NOTED. EXISTI G FOUNDATI N � i i � �/�/ �/i�
' Revisions:
G. FOR ALL BEAM/COLUMN OR BEAM/BEAM CONNECTIONS, PROVIDE HORIZONTAL SHORT WALL 0 REMOVE A � � � i i � � POCKET INTO WALL FINAL CD SET 03/17/2014
SLOTS IN CONNECTION MEMBER ONLY (WT-SECTIONS, ANGLES OR SHEAR P�ATES). REQUI ED. i I 2 i��� �� i y OR 1/4°BENT PLATE TOV COMMENTS 05/12/2014
4'- 'i i i S3. 2X10 AT 16;��� �� ,� S WITH(2)-3/4"OJ
H. STRUCTURAL STEEL SUPPLIER TO FURNISH LINTELS FOR ALL MASONRY OPENINGS PER 0 i i ❑ TREATED i i i �� 3� EXPANSION BOLTS. RESPONSE
LOOSE LINTEL SCHEDULE OR AS SHOWN OTHERWISE ON STRUCTURAL DRAWINGS. ONE ��
END OF THE LINTEL SHALL BE FREE TO MOVE HORIZONTALLY TO ALLOW FOR ELONGATION I I j j I I �/�/ �'i� PERMIT SET 06/11/2014
AND SHORTENING. I I i i I � � �i
� � , , , , ,' � ,�, REVISIONS
I. PROVIDE TEMPORARY BRACING AND PRECAUTIONS NECESSARY TO WITHSTAND ALL � �
� i i ri
CONSTRUCTION AND/OR WIND LOADS UNTIL ALL FIELD CONNECTIONS ARE COMPLETED = "' i i i i i i r� � i� �
AND PERMANENT LATERAL SYSTEMS AND DECKS ARE IN PLACE. EXISTWG i �___ ____ ____� i � ��.:�'.:t��
FOUNDATION � � � � (�����a�
� � i � EXISTING CONCRETE ,, �7�,.;.i�� ••.,���4�
J. STEEL FABRICATOR SHALL NOT RECEIVE ADDITIONAL COMPENSATION FOR SHOP WALL TYP. i i L________ PILASTER. PROVIDE ,Y[j.�' '� �' '�,`�
DRAWING TIME FOR ANY REVISIONS TO ERECTION DRAWINGS NOR FOR ANY REVISIONS I I � i (2�-1/2��f�BOLTS DOWN iC�� 'A�,
TO PIECE DRAWINGS PRIOR TO ENGINEER'S APPROVAL OF ERECTION DRAWINGS. i i i
i i i i TO CONCRETE. � � ��{;,��
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6. NON-SHRINK GROUT:
i i � .
NEW 6"MINIMUM CONCRETE i i � i � m.�. � .� �
SLAB ON GRADE STAIRS � � i � \ �'� '•. °:�
A. NON-SHRINK GROUT SHALL BE PROVIDED: __________� i ADD ON TO EXISTING i`_�'�`�'`•,,,,,,,,.•• (rr
1. BETWEEN COLUMN BASES AND CONCRETE SuPPORTS. WITH#4 AT 16°EACH WAY I I i CONCRETE WALL WITH ��:;���� �'h,(`n�r ��1� �
2. BETWEEN BEAMS OR BEAM BEARING PLATES AND CONCRETE � i i NEW 8��CONCRETE WALL �� �?r"��`� 1
SUPPORTS. � i i i OR 8"CMU WALL WITH
3. GROUT SHALL BE COMPLETE AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF i i i � #4 AT16"VERTICAL. DOW L
6000 PSI PRIOR TO ADDING BUILDING LOADS ABOVE.
i � � i INTO EXISTING SLAB OR W LL
i i i i WITH EPDXY BOLTS AND 4'
7. WOOD: I I i
i i i i PENETRATION. DT'aWlrig Tlt e:
A. ALL FRAMING AND TRU55 LUMBER SHALL BE DRY DOUGLAS FIR, LARCH, GRADED BY i i i � �
� BEDROOM LEVEL
WESTERN WOOD PRODUCTS ASSOCIATION AND CONFORMING TO UNIFORM BUILDING j i i � FRAMING PLAN� GENERAL
CODE AS FOLLOWS: i i i �
' ' ' ; NOTES / SECTIONS
2" THICK - 4" TO 6" WIDE (WALL STUD ONLY) STUD Fb = 700 PSI j I j �
2" TO 4" THICK - 6" & WIDER N0. 2 Fb = 900 PSI - ---------- i- � i �
i
5" THICK - 5" & WIDER N0. 1 Fb = 1350 PSI _ �_ � � �
NOTED ALLOWABLE STRESSES ARE MINIMUMS AND FOR NONREPETITIVE USES PRIOR TO �- i i i EXISTING STAIRS
ALLOWABLE STRE55 INCREASES. i � i i
TO REMAIN
i
B. PROVIDE CROSS BRIDGING NOT OVER 8' ON CENTER FOR ALL 2X WOOD JOISTS AND � � � � �
2X SOLID BLOCKING BETWEEN JOISTS AT ALL SUPPORTS AND ENDS OF CANTILEVERS. l� � i i i �
i i i �
C. FASTEN ALL WOOD MEMBERS WITH COMMON NAILS ACCORDING TO THE IBC SCHEDULE i i �
i
� I I I �
TABLE 2304-9.1 UNLESS OTHERWISE NOTED. � I I Date: 05/30/14
D. LAMINATED BEAMS i -- i �i i
1. ALL LAMINATED MEMBERS SHALL BE FABRICATED OF DOUGLAS FIR LARCH AT 12 L __________� i �
i
PERCENT MOISTURE CONTENT IN ACCORDANCE WITH WCLIB. ALL SIZES SHOWN � i
ARE NET. SPECIAL INSPECTION i i
2. LAMINATED MEMBER SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH 1. PERIODIC INSPECTION OF REINFORCING TEE �'J J Project No: 9449
a THE STANDARD SPECIFICATIONS FOR THE DESIGN AND FABRICATION OF AND VERIFICATION OF USE OF REQUIRED ,' ,'
�n STRUCTURAL GLUE LAMINATED TIMBER, LATEST EDITION AS PUBLISHED BY AITC.
� 3. PROVIDE UNITS CONFORMING TO AITC 117, 24FV8, D.F. FOR CONTINUOUS MEMBERS CONCRETE DESIGN MIX. �' ��
m AND CANTILEVERS AND 24FV4, D.F. FOR SIMPLE SUPPORT MEMBERS. MEMBERS � � �� Drawn by: M S H
v SHALL BE DESIGNED WITH ZERO CAMBER WITH TOP SURFACE CLEARLY STAMPED � i�
o ON EACH MEMBER. � ��
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2X12 LEDGER WITH(2)-1/2"�X 5" Segerberg Mayhew
LAG SCREWS AT EACH STUD EXISTING WALL &ASSOC11teS ArChlteCtS
P.C.-A.I.f�.
ROOF JOIST WITH
SOLID BLOCKING
EXISTING FLOOR
12 FRAMING
4 �
ARCHITECTURE,
PLANNING, INTERIORS
101 Eagle Road-Building 6
Avon, CO 81620
Tel: 970.476.4433
Fax: 970.476.4608
STONE
VENEER
info@smarchs.com
www.smarchs.com
NEW HEADER � NEW HEADER
BEAM BEAM
L6X4X1/4 WITH
3/4"P1X4"LAG
SCREWS AT 1'-4"
SECTION 1
3/4"=1'-0"
�
GYPCRETE 2 �
WALL ABOVE
S3.1
(3)-2X6(NEW)(TYP.) UP
UP
FLOOR JOIST WITH EXISTING ONLY ONLY
SOLID BLOCKING CONCRETE - -----------
WALL � � (3)-2X12 WITH HUC
�' �� HANGER EACH END
- ,
i i I I I I � (3)-11 1/4"LVL(NEW)
.:.:.. _ .. �... _
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STUD WALL i �-i i Q i
EXTERIOR SHEATHING � � � INVERTEDI I I � 12 �
i i i HANGER I I � i REMOVE STONE AND
REMOVE EXISTING I �i i OVERFRAME AS REQUIRED r ' O
2X6 TREATED PLATE WITH STONE CAP � � �
3/4"f�X 6"HILTI HVA _ � `� � � l
EP XY B LT AT 2'-6" � I x
O O I I� � N �--I
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'� '�J��'.���'.��'.���'.���'.���.���'.���'.���'.��'.
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T. .SHE ING �
- �:.: ::::.:::::::::: . i i
- - REMAIN. EMOV I o I ISTI O
- _ =111-111 �::::.::::::::::::: : i 2X12 LEDGER � , 1
�=u= _ = AND OVE FRAME � . . .:.. .: :.:.:.:.. �
�-���-���-�� w ?.':. .?.':. ' . :`� .:�. ?:.:.:%.. .. ..r:... . . . ... ..... � w i i
� RE: 1 /S3.1 � I�1
III-111-III REQUIRE . N :: V,.::::::::::::.:.:::::::::.: o i i ��
=i i i=i i i=i i X I I� �
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EXISTING CONCRETE WALL ` I I �
F���� : � � : ° ° � N
° r--� �
(3)-12"LV (3)-9 1/2"LVL(E) � a o a �
UP 0 LY P ONLY POCKET BEAM
HGUS 5.5/10 4 INTO WALL
CONTRACTOR
FIELD VERIFY S3.1
EXISTING COLUMN
DOWN. CONTRACTOR
FIELD VERIFY
SECTION 2
3/4"=1'-0" �
REMOVE EXISTING
WALL BELOW
LOFT LEVEL FRAMING PLAN LINEOFEXISTING
1/4"=1'-0" FLOOR
RE:S4.0 FOR FRAMING NOTES. (3)-2X10(E) _ (3)-16"LVL(NEW)
GYPCRETE --------- -- 0
� O U210 / U210
OVERFRAME X 2X12 X
`�' 2X12 AT 2'-0" `�
_ _ . . ... . . 0
. .. .. , � _ . . . . _ . . . . . .. . , . . . ...
� O 3-2X8 3-2X8 /
\
' ' ' ' ° Revisions:
� � ;
� � FINAL CD SET 03/17/2014
„ , �
° � ' ' �� TOV COMMENTS 05/12/2014
LO ROOF(NEW) � � ���� ����
, RESPONSE
EXISTING DECKJOIST �--, S3.1 ,'�,�� ,��; � � PERMIT SET 06/11/2014
NEWFLOORJOIST i i i i ,�,� ; i�
REVISIONS
i i i i , , �
i i i i r ,
2X12 LEDGER WITH EXISTING STUD WALL = i i i �_ �� � ,
(2)-3/4"�1 LAG BOLTS i i �----------------� ,� � / '"����J.[C� �;-
3 �-rr;���.
AT 1'-4" `�_---------------r-r �� C7�'C.'�C,.�•.,���;``�
•. .
----------------i-I Y C�:��'�' � , •,.�
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SECTION 3 ----------------- I i � i � \ �,;�.��� ��'�,;(`n�r �j,�'
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3/4"=1'-0" -------------��, i i � i � �
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' ' ' ' ' , ' , Drawing Title:
� � � � � , , ,
� � � � � ; � ; LIVING LEVEL LOW ROOF
� � ' ' � ; � ; FRAMING PLAN/LOFT
� � � � � , , ,
' ' ' ' ' , ' , LEVEL FRAMING PLAN/
� � � � � , , ,
EXISTING GYPCRETE (2)-3/4"f�X 5" - ---------- �_� � � � i � i
i_i i i i i
LAG BOLTS AT 1'-4" - �-i i i i i i i SECTIONS
NEW GYPCRETE i i i i i i i i
OVERFRAME ) I I I I I , I ,
i i i i i , i i
i i i i i i i i
NEW SHEATHING l� � i i i i i i i i
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L__J � � , � , Date: 05/30/14
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N / � / /
� / � / /
�p / � , /
�; EXISTING JOIST � _ J� ,' �'
Drawn by: MSH
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o EXISTING 2X10 FLOOR � L _ ___�'�'
Checked by: CC
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& Associates Architects
12 p.C.-A.I.f�.
7
ROOF SHEATHING
ARCHITECTURE,
PLANNING, INTERIORS
ROOF JOIST WITH ROOF FRAMING NOTES:
SOLID BLOCKING
1. ROOF SHEATHING 5/8"(40/20 SPAN RATING). STAGGER PANEL END JOINTS 101 Eagle Road-Building 6
AND FASTEN WITH 10d NAILS AT 6"MAXIMUM ALL EDGES AND 1'-0"MAXIMUM Avon, CO 81620
OTHER SUPPORTS(SEE ROOF DIAPHRAGM NAILING SCHEDULE SHEET S1.0). Tel: 970.476.4433
Fax: 970.476.4608
H2.5 CLIP 2. RE:ARCHITECT FOR ROOF SLOPES AND BEARING PLATE HEIGHTS
NOT NOTED.
info@smarchs.com
3. ALL HEADERS SHALL BE(3)-2X10 UNLESS OTHERWISE NOTED. ALL www.smarchs.com
HEADERS SHALL BE BUILT OUT TO 51/2"OR 3 1/2"WIDTH BY ADDING
PLYWOOD SHIMS AS REQUIRED.
4. ALL HEADERS LONGER THAN 6'-0"SHALL REQUIRE TWO TRIM
STUDS AND TWO KING STUDS EACH SIDE.
5. ALL JOIST HANGERS SHALL BE SIMPSON LUP,WP OR LSSU TYPE
UNLESS NOTED OTHERWISE.
S E CT I 0 N 1 6. ALL BEAM TO COLUMN CONNECTIONS,BOTH TOP AND BOTTOM
SHALL USE SIMPSON PLATE CONNECTORS UNLESS NOTED
3/4"-1'-0" OTHERWISE ON DETAILS.
7. ALL EXTERIOR WALLS SHALL HAVE CONTINUOUS STUDS FROM
FLOOR TO ROOF(INCLUDING RAKE WALLS).
8. OVER FRAMING SHALL BE 2X6 MINIMUM AND SHALL BE POSTED �
DOWN TO MAIN TRUSSES ON A GRID NOT TO EXCEED 4'-0"X 4'-0"(16 FT 2)
9. ALL COLUMNS SHALL BE(3)-2X6 UNLESS OTHERWISE NOTED.
ROOF BEAM �
RE:PLAN 3 LOWER ROOF
2X12 AT 2'-0"
S4.0 STUB COLUMN
� .
� �
12 12 .' __ (3)-12"LVL `.
-------- - ----------
7 7
2X12 AT
2'-0" �
(2)-2X12 (2)-2X12
^ O
� ^
2X12 AT 2X12 AT r O
____��'O�. J 2�"O„ I T�
ROOF JOIST WITH _
■■I■■ _ J
IUS HANGER � `V �
i d.
i 2 � � O
i S4.0 S4.0 T^ , 1
�
EXISTING WALL i '
SE CT I 0 N 2 TO REMAIN LINE OF EXISTING ROOF � O
3/4"=1'-0" i 7:12 7:12 TO CUT BACK
i � LINE OF EXISTING ROOF � � �
i
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L- ---- ---- ----- -- -------- ---- �
STUB COLUMN ^ �
� ��
REPLACE EX ING � �
HEADER H � ^,
(3)-91/ ' VL o EXISTING WA L ( V �
TO REMAIN ��
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ROOF BEAM
ROOF JOIST WITH RE:PLAN
SOLID BLOCKING
0
12
ROOF BEAM
RE:PLAN
7 O
Revisions:
FINAL CD SET 03/17/2014
HEADER BEAM TOV COMMENTS 05/12/2014
RESPONSE
PERMIT SET 06/11/2014
SECTION 3 REVISIONS
3/4"=1'-0" O �t r r�..�ct�•�
sY'��+�r�fJQ�,,,`
Y'�C)�''..��'�,�G � �;���.�f�
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Drawing Title:
ROOF FRAMING PLAN /
SECTIONS
Date: 05/30/14
�
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