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ABBREVIATIONS: GENERAL NOTES: PROJECT SUMMARY: As.SO ROOF DETAILS _ a � � �
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ml DO NOT SGAL� DRAIUINC�S m9 PLAN DIM�NSIONS AR� TO FAGE O� S7UD OR FAGE O� AB.00 WINDOW & DOOR SCHEDULES � O � O
G O N C R E T�, U N L�S S O T H�R U J I S� N O T�D. S E C T I O N A N D � � Z 0
(I�2 VERIF�' ALL DIMENSIONS, GONDITIONS AND UTILIT`�' ELEV,4TION DIM�NSIONS ARE TO TOP O� CONGR�TE, TOP O� rN� PROJECT CONSIS7S OF DEMOLISHINCs TI�E EXISTINCs �
ABV ABOV� FP �IR�PROO�INCrt, SPRAY�D PL PL,4STIC LAMINATE L O C A T I O N S O N T H� J O B S I T� P R I O R T O B�C�I N N I N C z A N 1' P L l'1 U 0 0 D, O R T O P O F W A L L P L,4 T E S O R B E A M S U N L E S S R�SID�NG� AND REPLAGINCx IT WITN A TNR�E-BEDROOM A 9.1 O F I R S T L E V E L R C P & L I G H T I N G P L A N �1 m O Q
,4G AGOLISTIGAL FPHB FR��Z� PROO� I-40S� BIB PK PARKINC� UJORK OR ORD�RINC� ANl' M,4TER1,4LS. NOTIFI' ARCNItEGt O� SINCxLE FAMILI' R�SID�NC� UJ/ AN ATTAGNED TNREE-C,4R � � �
OTNERWISE NOTED. CxARACsE. TNE PROPOSED DRIVEUJA�' UJILL B� RELOGATED TO A9.20 SECOND LEVEL RCP & LIGHTING PLAN
ADD ADDENDUM FPL FIREPLAGE PL PROP�R7Y LINE AN1' GON�LICTS OR DISCR�PANGI�S IN T�4� DOCUM�NTS � 0 ❑
ADJ ADJAC�NT �TCs �OOTINCz PR PAIR IMMEDIAT�L1'. lm PROVIDE ALL N�CESSARY BLOGKINCs IN STUD UJALLS AND CxOR� CIRCLE. N ' J
A�� ABOV� �INISNED FLOOR FUR FURR�D �ING�) PSF POUNDS P�R SQUAR� FOOT G�ILINC�S. LOG,4TIONS INGLUDE BUT ARE NOT LIMIT�D TO � — �
ALt ALT�RNAT� CzA CxACs�, G�AUC�� PSI POUNDS P�R SQUAR� INGN m3 AR�AS OF CON�LIGTS OR DISGR�PANGI�S MUST B� FULL1' G�ILINC� AND lU,4LL MOUNTED �IXTURES, TOILETS, TOILET �OT ARE�4: BUILDINC� SQU,4RE F007ACs�: � � � �
ALUM ALUMINUM G�sC Cx�N�RAL CON7RAC7 �OR) PT POINT R�SOLV�D UJITN WR17T�N APPROV,4L FROM TN� ,4RCN17�G7 ,4GC�SSORIES, CxR�4B BARS, CABINE7R�', GOUN7�R70PS, ELECTRICAL V
AP �4GC�SS P�4N�L CxL CxLASS, CsLAZINCa PVMT PAV�MEN7 B��OR� CONSTRUC710N CONTINU�S IN THOS� AREAS. SNELVES AND GLOSE7 RODS. .�99�o AGRES C21,�62.�o S�) � J ❑ m
BUILDINCx FOOTPRINt: CSEE S+��ETS Al.lm � A1.2fd W J � J
ARGN ARGN17�G7 IURAL) �v C�ALV�4NIZ�D at QUARRI' TIL� FOR CxRFA GALGULATIONS) E1.0 ELECTRICAL LEGEND, ONE-LINE, & SCHEDULES J U N —
BASMT BAS�M�NT GYP BD CsYPSUM BOARD R RIS�R m4 IN 7N� E�/�NT TN,4T ,4DDITION,4L D�TAILS OR CsUIDANG� IS 11 � D�NOT�S DOORS. REF�R TO FLOOR PLANS FOR 2122.1 S.F.
BIT B17UMINUOUS NB HOS� BIB R�F R�F�R�NC� N��D�D B1' TNE CONTRAG70R FOR CONSTRUC710N O� AN1' LOGATIONS. REFER TO DOOR SGN�DUL� �OR DOOR T1'PES. �OT GOYERACxE: � Q
BLDCx BUILDINCx HG NOLLOUJ COR� R�FR R�FRICxERATOR ASP�GTS OF 7NIS PROJEC7, TN� CONTR�4GTOR SN,4LL 13.9io FIRST LE�/�L: ] Q Z �
BLK BLOCK NDR N�AD�R R�IN� R�IN�ORGE lD), IIN�s) IMMEDI,4T�L1' NOTIFI' 7NE ,4RCNITEGT. 12 0 D�NOT�S WINDOUJS. REF�R TO FLOOR PL,4NS FOR ALLOUJABLE BUILDINC� NEIC-�I�t: LIVABL� 1215.� S� MECHANICAL a �
LOG,4TIONS. REFER TO UJINDOIU SGN�DUL� �OR IUINDOW T1'PES.
BLKC� BLOCKINCx NDUJ NARDIUAR� R�QD R�QUIRED 33' Cz,4RACzE 82io.�o SF � O
Bm BOTTOM OF NM NOLLOUJ ME7AL R�S R�SILI�NT m� tNE CON7RACTOR SNALL B� R�SPONSIBLE �OR S,471S�1'INC� ALL 13 GOORDINATE ALL EL�CTRIC,4L �4ND M�CNANIGAL FIXTUR�S TO
APPLIGABL� GODES AND OBTAINING� ,4LL P�RMITS AND PROPOSED BUILDINC� �4�ICsNT: MEGI�. �m.8 SF M1.O MECHANICAL SPECIFICATIONS I
B07 BO?70M NOR NORIZONTAL R�V R�VISION CD), IING�s) FIT IUITI-IIN C�ILINCx, FLOOR ,4ND UJ,4LL SPAC�S. �/�Rl�l' � �
R�QUIR�D APPROVALS. TNIS PROJ�GT IS CxOV�RN�D B1' TNE 2g'-9" ENTR�' PORGI� 3m6.2 SF M1.1 MECHANICAL SCHEDULES & DETAILS
BRCx BEARINC� H7 NEICxNT R�VS R�VERS� 2�m9 IN7ERNATIONAL BUILDIN�x GOD�. GODE COMPLIANCE IS LOGA710NS UJITN ARCN17�C7. COURl'1',4RD �f32.7 S� —
BVL BE�/�LED NTCz N�,4TINC� RD ROO� DR�41N MANDA70R't'. 7N� GONSTRUG710N DOCUM�NTS SNALL N07 PERMIT M2.O FIRST FLOOR HVAC & GAS PIPING PLAN � m
G GAULK IINC�) HVAC HEATINC�/V�NTILATINCz/AC RFCx ROOFINC� UJORK 7N,4T DO�S NOT CON�ORM TO ALL REL��/ANT GOD�S ��' TNE GON7RAG70R SNALL FIELD COORDINATE AND OB7,41N
GJ7 GONTROL JOINT NWN NOT WA?�R N�AT�R RN RICzN7 NAND INGLUDINCx IBG ,4ND ALL LOC,4L AND R�C�IONAL GOD�S. APPROVAL FROM 7N� ARCNITEGT � ENCxINEER BEFORE AN1' SECOND LEV�L: M2.2 SECOND FLOOR HVAC & GAS PIPING PLAN
CLCs CEILINCz IBG INS7ALL�D B�t' GON?RACTOR RM ROOM CU7TINC�, N07GI-�IINC�c OR DRILLINCx O� ANY GAS7-IN-PLAG�
CLR GL�,4R IBO INST,4LL�D B1' OWN�R RO ROUCxN OPENINCx CONGR�T�, ST��L �RAMINC�, OR AN`r' OTNER S7RUC7URAL LIVABL� 1944,5 S�
m�o IT IS TN� INTENT ,4ND M�,4NINCx O� TNES� DOGUMENTS TNAT 71-4E ���M�NTS UJHIGH MAY A�FECT TH� STRUGTURAL INT�CzRITY O� DEGK CLIvING� ROOM) 192.1 SF
GMU GONCRET� MASONRI' UNIT ID INSIDE DIAM�T�R R�S ROD AND SI-{�LF GON7RAGTOR AND �AGN SUBCONTRAGTOR PROvIDE ALL LABOR, TN� BUILDINC�. GODE: DEGK CMAStER BDRM.) 144.1 S�
COL GOLUMN INGL INGLUDE lD), (INC�) R/S ROUGN SAUJN MAt�RIALS, tRANSPORTATION, SUPPLIES, EQUIPMEN7, �tG. TO IRC 2mm9 STRUCTURAL
GONG GONGR�T� INS INSUL�T� lD), (ION� S S�ALANT CEXT�RIOR) OBTAIN L� COMPL�T� JOB UJITNIN TN� R�COCzNIZ�D STANDARDS 15 7N� GONTRAG70R SNALL YERIFI' ALL �XIStINCx CaRAD�S AND T07AL CLIV,4BL�)= 31�om.2 S�
CONST CONSTRUGTION IN7 IN?ERIOR SG SOLID GOR� O� TH� INDUSTRY. ST,4K� OU7 7N� BUILDINC� FOOTPRINT FOR OUJN�R AND GONSTRUCTION Tl'P�: S1 GENERAL NOTES & SPECIFICATIONS
GON7 GON7INUOUS JG JANITOR'S GLOS�T SD STORM DR�41N ARGHITECT APPROVAL PRIOR TO B�CzINNINCs ANY SITE U10RK. t•r-P� v-B TOTAL CBUILDINCs C�SF): 5126.5 S�
GPR GOPP�R KIT KITCH�N SHTC� SHEATHING� m� �LL BUILDINC�S TO �IT UJITNIN PROP�R1'1' LIN�S WITNOUT CROSSINCx �StAIRS ARE ONLI' GOUNtED AT tNE �IRSt LEYEL S2 FOUNDATION PLAN
CPT GARP�T l�D� L L�NC-�7H SIM SIMILAR
�AS�MENTS. NOl'1�1' ARGNIT�GT OF AN1' DISGR�PANGIES. 1io TNE CONTR�4C70R SNALL ,4SSUME ALL R�SPONSIBILITI' �OR OGGUPANCI' CLASSIFICATION:
CSMT CASEM�N7 LAM LAMINA7E lD) SM SN��7 M�7AL ANl' SUBSTITU710NS OR OMISSIONS TO TNE IUORK AS INDICAT�D C�ROUP R-3 CSINCsLE AND tUJO-�AMILI' R�SIDENtIAL) S3 MAIN FLOOR FRAMING PLAN
CT G�RAMIG TIL� L,4V LAVA70R1' SPEG SP�GI�IC,4TON lS) OS 7N� CONTRAGTOR SNALL B� R�SPONSIBLE FOR 7NE D�SICxN 8 IN 7N� GONTRAG7 DOGUMENTS IF IURITT�N APPROYAL B�' tNE RATED GONSTRUCTION:
COORDIN,4710N O� A MONItOR�D FIR� ALARM � �IR� ARGNIT�CT IS NOT REG�IV�D PRIOR 70 TN� MODI�IGA710N1S�. S4 ROOF FRAMING PLAN
CUST CUSTOM LDT LIC�NT ,4ND DRAP�RY TROI�C�N SQ SQU,4RE N/A
D� DRINKING� �OUNTAIN LH L��T H�4ND ST STAIN SUPPR�SSION Sl'ST�M. 17 DOOR D�T,41LS, IUINDOUJ DETAILS, AND INTERIOR EL�V,4TIONS
DIM DIM�NSION LT LIC�N7 TROUC�N S7D S7ANDARD WILL B� ISSUED TO TNE GONTRACTOR DURINCs GONSTRUGTION. DATUM �LEVATION: S5 FOUNDATION DETAILS
DR DOOR �T� LIN7EL st�. ST��� ARCNItECtURAL lmm�-m�� = 85�8� us�s S6 ROOF FRAMING DETAILS
DT DRAP�R1' TROUC�N LVR LOUV�R STR STRUGTUR,4L
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OWNER SOILS ENGINEER CONTRACTOR '�° " ��` �"` �
�OF F,4CE O� FINISH OPCx OP�NINCx UJO U1ITHOU7 � 5. - _ � ��"�
�OM �AG� O� MASONRY OPN OPPOSIT� NAND UJP lU,4T�R PROO�INCs � `��'
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MINTURN, GO Sl�o�4�✓ G�LENWOOD SPRINCzS, CO 81(oml Cs1'PSUM, GO 81(03� �` �t �, � g "-'
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CONTAGT: ERIC SCHULTZ 9�(d_945.8454 1�,4X) - � '� - �� ' SHEET SCALE: N.T.S.
CONTACT: JAM�S PARKER GONTACT: DON D07SON , , -
�� �,' � '` y �. DRAWN BY: KB
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CIVIL ENGINEER MECHANICAL ENGINEER � "���""7 �"� ��""` � O
COPYRIGHT 2012
BLUELINE ARCHITECTS P.C.
MARGIN ENCzIN��RINCz, LLC ,4RCHIT�CTURAL �NC�IN��RINC� PROJECT#: 1101
PO BOX 1�62 GONSULTANTS, INC. V I C I N I TY M A P SHEET TITLE: COVER
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,4VON, CO 81(o2m PO BOX 8489
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TOPOGRAPHIC MAP Gore Ran e
�
ORAWN BY SE oArE. 5/� 5/20 � � LOT 10 BLOCK 2 BIGHORN SUBDIVISION FIFTH ADDITION Surveying, LLC
> >
CHECKED BY SE oRaw�NC No. : � � - 577topo TO �►TN OF VAIL
P. 0 Box 15
� � — 577 SHEET � OF � AVOCI , CO 8'1620
�°B "° : EAGLE COUNTY , COLORADO ( 970 } 479 - 8698 • fax (970 } 479 -0055
/
/ �
/ 8558.5
8555.7 GRAPHIC SCALE �
b'S'S 0 10 15 20 30 50 � �
/ `�v6� �` � N � �
��/ � Q �
� i����- ���� PH �IN FEET) w Q � �
/ 8552.7 1 inch= 10 ft. I_�� � O
� - -�r - -_ � X Q 00
/ � � m U �
EXISTING MAJOR � I
CONTOUR (TYP) i ;'� �� w z I
/ � � 1 � � � �
i � � � � � � Q �
/ 8550.3 EVERGREEN TREE (TYP) ` � � �
� � �
i � . .o .\ � � �
/ / �. ,,
\ �
i � � � � �
/ EXISTING MINOR
CONTOUR (TYP) � \� GROUP OF SMALL I
� I �' ASPENS �
/ � „ ;,
/ � '� \ "! Z
SEWER MANHOLE / � � � �
(TYP) PROPOSED BERM � / � ` �, _ � � F
/ .&548.0 ',� � '`,,�. � �
LOT 10 � � Q
� /\\ � FLOWLINE (TYP) 0.4996 ACRES � �
O � � 8547 � � � 5056 MAIN GORE N
/
� DRIVE NORTH \ 1 Z �
/ / - _ .f - - - - � �
CLC 6N A CC RAVE�L ISHOULDER 8
� - -
' 15" CMP � � � � �
INV. IN = 8545.1 � _ � _ � a�� � '��,,,� � �- �� � J � LL
/ AFTER DEMO OF EXISTING INV. OUT = 8544.5 � k ,� � �
DRIVEWAY / $5 9 � � � _` \ \ �' \ � O Z
, � � , , � � i LOT 1 � W z o
� � 46.1 �� � \ ` I Q V � S �
A \ ` Z Z �
PROPERTY LINE � o0 46.2 46.5 � ` � ! Q Q � �
�
c1, 8550 � _ - � PROPOSED MINOR � �
(TYP) � � � 2.0% r - - - - - _ - - _ �,� CONTOUR (TYP) � W W V) �
PROPOSED MAJOR o I h
� � � , 8551 � �� ( � � � � �
Z U
CONTOUR (TYP) °�,° � l� �� � � � � � � �
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�' �/ �� � � � 3.0 � I _ � Z = Q
O� // � � � - �� � � � � = Q � >
� cr � / C� EXISTING Q � � m
� - �� RESIDENCE TO BE �
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�O � \ / �'� STAIRS T.O. CONC. I � , �J �
� / / I 99-0 = 8547' � I- Q
� � SINGLE FAMILY - � (�
_46.5 47.5 RESIDENCE I LI M I TS OF N �
� 46.5
'�� � . \ � 47.3 / � DISTURBANCE .J
� � � ` .0. STONE I
O ( � ` I 54 T0. CONC. // � / (TYP) m
� ��^�=- \ � EXISTING DRIVEWAY 100-0 - 8548' I , � O
� & CULVERT TO � � � �
�� WILLOW�� �; BE REMOVED & 45.7 � � / I H
J
8544.3 / ��< DISPOSED 47.5 / �
O� � � BUSHES j� � 47.3 47.5 I � �� ' J
� �
� � -
� � - � �; -- 2.0� _ -I ' �/ j�.
� � ` ° � � � � � .
� �
�� CONTRACTOR TO � � / � � � T.O. CONC. � ��\ � 0°
� GRADE SWALE TO DECIDUOUS TREE (TYP) � Ui 8547.5 ► S�, �
� DRAIN AT 2� MIN ` � �- I J � o �
/ �
�Q' � 2.0%
� / /� , STAIRS I 1 � �
`��� /�
� � /� �8\3 \\ / � ��� /
�
� GROUP OF SMALL � � 8S� s�s , / ��� I �v� o
-
� ASPENS \ - - (� � � � ,`� 2.0% 47.0 ' � >
BOULDER (TYP) � ` � - � 46. � I `� / �
� ` ` �� � ��
8543.3 � ` � ` � �� O /
_ I � .� =O
/ / l C5 J`i-.�- \ ` �� � \ T.O. CONC.
� , � � � � � 99-0 = 8547� :� I �,��-
� ;,��, _ INSTALL 56 LF 6" � 47.0 � ,`� � N O TE S:
PVC PIPE AT 1% 46.7
/ INV OUT= 43.7 � � J / , 1. The Contractor shall provide erosion control in accordance with Best Management
ELECTRIC METER (TYP) `� 47•0 /� � Practices. w
45. �_ i-
CATV PED. (TYP� 6.0� ao � 2. This drawing represents an existing topographic survey of the undeveloped parcel, o
24" CMP
� � �� ' � supplemented by design information from the Buckhorn Subdivision Fifth Addition
INV. IN = 8540.7 \ �� ` P , � �o PROPOSED DRIVEWAY � / /� Construction Plans, the contractor is to field verify information prior to construction.
/� i " i _____-- --.�,< ' 45.6 6, � ��° o � 3. The Disturbance limit line is the contract limit line. Do not disturb any existing zo
� � � � / trees or vegetation designated to remain or located outside of the construction limit
PHONE PED. (TYP� � o line without approval of the Owner and the Town of Vail.
�/ -e
� �� � 46.0 N
� � � � 4. Contractor to verify existing site information, including structures, utilities, property
� 46.6 lines, limits of roadways, and curbs and gutters, that may effect the scope of work
EXISTING STOP ` � _ _ _ _ _ ' �• prior to beginning site construction.
� � _ 8546 - _ \ /
SIGN (TYP) 8544.0� � �� \ � _ /� INSTALL 18" X 18" NDS YARD 5. Existing utilities are indicated for information only and not intended to show exact
` ` d's�� � / location. The Engineer is not responsible for the location of underground utilities or
/ / DRAIN (OR EQUIVALENT) structures or not shown or detailed and installed by any other contract. The
O � � � � �_ I 6.0 2 �%, 46.4 RIM = 46.5 Contractor shall locate all utilities and maintain the location during all phases of the
� � \ INV = 45.0 work. Contractor shall be responsible for any damage to utilities or structures and any
� ` �s� ` ,8547_ � / I � ���\lo, injuries therefrom. Restoration of any utilities damaged by the Contractor shall be at
� � � �' / the Contractors expense to the satisfaction of the Owner.
CONTRACTOR TO `S \ � ' - ' ��� �� �
INSTALL 1' CL-6 � � \� � ' � LOT 9 6. Conform to Eagle River Water & Sanitation District Manual for water and sewer
ABC GRAVEL � � � STt6, � � � � // construction. Maintain 10 feet minimum separation between water and sewer
SHOULDER ALONG � � � � underground service pipes. Maintain seven feet minimum �cover at underground water
GORE CIRCLE �i � / ��' � service. Sewer service shall have minimum cover of 3 -6 . Provide sewer clean out
O�� 8545.1 � ,� \ / 46.6 / � �' with location to be reviewed by the Engineer.
C � � / � � ,�/ INSTALL 32 LF 6" 7. General Contractor to provide drawing showing proposed utility service connections
��C � d's\ �g , PVC PIPE AT 2% for the Engineers review prior to construction.
�� Aj � / 46.9 �
` '( / 8547 / // 8. Road cuts and any other construction in road right-of-way shall conform with the
�SO� � � ' / Town of Vail requirements.
\ ,Q INSTALL 18" X 18" NDS YARD
' I, ' � DRAIN (OR EQUIVALENT� 9. All Compaction shall be in accordance with the Soils Report prepared by the
\ O � � "��� / RIM = 45.8 Geotechnical Engineering.
•� �� I I N V = 44.3
\ \ / 10. Provide written notification of all discrepancies between existing and proposed site
CONTRACTOR TO . improvements.
LOCATE UTILITIES ° \ ° `
47.0 � ` ° a • PH � � 11. Contractor(s) shall take all necessary steps as required to properly protect and
\ AND NOTIFY °. '�. 4�,a6 � / maintain his work for the duration of this contract.
,a, � � /
\ ENGINEER IF
CONFLICT ARISES R15.00' g547.6 a � \ "� �8 I 12. These drawings do not specify safety materials, equipment, methods or sequencing,
, °.a , S4) / = to protect persons and property. It shall be the Contractor's sole responsibility to
\ �° - � � direct and implement safety operations and procedures to protect the Owner, other
� 4$.2°, � � Contractors, the public and others.
\ EXISTING EDGE OF a �; ° U,
ASPHALT (TYP) 4' CONCRETE PAN 48.2 8SA6 \ � 13. All work shall comply with all applicable codes and ordinances.
1
14. Contractor(s) shall employ a licensed surveyor to establish all work lines.
\ R15.00' 48.5 \
� 15. Contractor(s) shall stake out all areas, including walks, pavements, walls, pools and
\ INSTALL 37 LF 18" RCP AT 3.5� / \ fences and shall obtain the approval of the Architect prior to proceeding with the work.
WITH FLARED END SECTIONDS �
� 16. Notes and details on specific drawings take precedence over general notes and
\ INVERT IN = 8545.5 � \ typical details
INVERT OUT = 8544.2 8549.3 �
\ � \ 17. Conflicts or discrepancies with grades shall be brought to the attention of the
Architect immediately and prior to proceeding with work.
\ \ 18. All finished grades shall provide for natural runoff of water without low spots or
pockets. Set flow lines accurately and provide a minimum 2.0% gradient unless
\ otherwise noted.
; \ 19. Grade away from all buildings at a minimum slope of 10% for 10 feet in unpaved
� areas and minimum slope of 2� in paved areas, unless otherwise noted.
N
° 20. Cleanouts shall be provided for all changes in line and/or grade for the sanitary JOB: 12013
o \ sewer service. DATE: 06-18-12
3 SCALE: 1" = 10"
� 21. Owner shall obtain permission from neighbors prior to grading onto neighbor's
� property.
v
� \ 22. Sidewalk and patio designs are by others.
�� SH EET
23. Utility service tie in elevations to be determined by Contractor.
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ELECTRICAL LEGEND ELECTRICAL SPECIFICATIONS � � � o �
(NOT ALL SYMBOLS REQUIRED FOR THIS PROJECT) 14. ELECTRICAL DEVICES � � � O �
A. G e n e ra I Re q u i re m e n ts A� Convenience receptacles will be 20 amp, commercial grade �= � 0 � �
Q RECESSED OR SURFACE DOWNLIGHT ABBREVIATIONS U
a WALL MOUNTED LIGHT FIXTURE decora style. Finish per owner or architect. � � � � �
AC -ABOVECOUNTER U � Q � F-
RECESSED FLUOR.LIGHT FIXTURE AFF -ABOVE FINISHED FLOOR �• SCOPE: Furnish all materials and labor required to execute this work B. Light switches will be 20 amp, commercial grade, L �
Aa AFG -ABOVE FINISHED GRADE as indicated on drawing and as specified, as necessary to complete the decora style. Finish per owner or architect. Q
� AHJ -AUTHORITY HAVING JURISDICTION X
Aa SURFACE FLUOR.LIGHT FIXTURE AL -ALUMINUM contract. Electrical work shall include, but not limited to, these major C. Dimming switches will be a minimum of 600w or as noted. �
FIXTURE DESIGNATIONS: CU -COPPER items: m
UPPER CASE-FIXTURE TYPE EC -ELECTRICAL CONTRACTOR Provide decora style, finish per owner or architect. O
LOWER CASE-SWITCH DESIGNATION EM -EMERGENCY A. Complete wiring system for new lighting and power as shown, D. All mounting heights will conform to ADA guidelines. Typical receptacle �
� SHADING ON FIXTURE INDICATES EMERG.BATTERY BACKUP GC -GENERAL CONTRACTOR includin IIeW anelboards, new conduits, new wires, new wirin hei hts will be +18��AFF and switch hei hts will be+46��AFF
GND -GROUND 9 P 9 9 g
�—� FLUORESCENT STRIP FIXTURE GFI -GROUND FAULT INTERRUPTER d@VIC@S, new control devices, etc. for a complete lighting and unless noted otherwise.
MC -MECHANICAL CONTRACTOR and OW@f S stem. E. Provide GFI t e rece tacles at kitchens, bathrooms,
�� TRACK LIGHT AS NOTED OR SCHEDULED NIC -NOT W CONTRACT p y yp p �g�T7��r
NL -NIGHT LIGHT ara @S, exterior etc. as re uired b code. t�-� i�� ���'�, 'r?r
� WALL WASHER a. Com lete feeder s installation as re uired for new and/or g g q y �s .-.?.0 7. �.-.
NTS -NOT TO SCALE P � � q ��. _�.� .� > •-
�Q POLE-MOUNTED FIXTURE PC -PLUMBING CONTRACTOR electrical apparatus as shown on single line diagram and F. Provide tamper proof receptacles at all residential �: �l �� M, _
� POST(BOLLARD)FIXTURE REF -REFERENCE drawings. areas as required by code. �=.�-� �� ���, , _
UG -UNDERGROUND �, �J '
� STEP LIGHT UNO -UNLESS NOTED OTHERWISE 15. SUPPORT - ' �
UTP -UNSHIELDED TWISTED PAIR b. Complete branch circuit wiring required for the connection of � • � • t
� CEILING OR WALL MOUNTED EXIT LIGHT �/�/p -WEATHER PROOF emergency lighting and exit signs to existing emergency stand A. Support all electrical equipment independent of accessible ceilings as -__---, '�'3 .
� E M E R G E N C Y B A T T E R Y L I G H T S X F M R -T R A N S F O R M E R by power system. require d by N E C. - � � � r
+18" -MOUNTING HEIGHT TO CENTERLINE ;> '"" �` �
� DUPLEX RECEPTACLE @ 18"UNLESS NOTED OF DEVICE AFF OR AFG ���'�r��'�,,_,M �.���' {tit'l^•
� DOUBLE DUPLEX RECEPTACLE @ 18"UNLESS NOTED 2. Complete provision, installation and connection of lighting fixtures, 16. ELECTRICAL BOXES '�tf�,� ' f"� 4}}�
FIRE ALARM SYSTEM eXif SI ns and lam S aS S ecified and as shown on drawin S. lr�'�"�,Y���
QQ FLUSH FLOOR DUPLEX RECEPTACLE g p p g A. At fire rated wall space electrical boxes at opposite sides of the wall
� SPECIAL OUTLET AS NOTED �FACP FIRE ALARM CONTROL PANEL 3. Fire alarm system will be by electrical contractor. no less than 24�� horizontal distance.
� DUPLEX RECEPTACLE HALF-SWITCHED @ 18"UNLESS NOTED ANN FIRE ALARM ANNUNCIATOR PANEL 4. Complete connection of HVAC/Plumbing motor(s), water heater(s), B. When phone, TV&power receptacles are shown on plan next to each other.
� POP-UP RECEPTACLE Q FIRE ALARM PULL STATION equipment, etc.furnish by mechanical - refer to both electrical and Locate respective receptacles next to each other on site with no more
Q TELE-POWER POLE ❑4 ALARM HORN OR SPEAKER and mechanical drawing for scope and work and additinal infor- than 1" seperating cover plates.
�� MULTI-OUTLET PLUG STRIP �� COMBINATION HORN/STROBE OR SPEAKER/STROBE 17. METERING
mation.
J� JQ JQ-I JUNCTION BOX IN FLOOR,CEILING OR IN WALL •H THERMAL HEAT DETECTOR A. EC shall coordinate whether or not meters require lever bypass with local
� � COMPUTER/TELEPHONE OUTLET IN FLOOR OR WALL •I SMOKE/IONIZATION DETECTOR 5. Provide grounding and bonding Facilities. utility and provide all meters with a lever bypass when required.
� TELEVISION OUTLET •P PHOTOELECTRIC SMOKE DETECTOR
� TELEPHONE BACKBOARD •H/P HEAT/PHOTOELECTRIC SMOKE DETECTOR 6. Complete all electrical demolition as required.
CONDUIT RUN CONCEALED IN WALL OR ABOVE CEILING �S �R DUCT DETECTOR
—� CIRCUIT HOMERUN QF SPRINKLER SYSTEM FLOW SWITCH 7. Core drilling and patching of existing building structure required for
- - - CONDUIT RUN BELOW FLOOR OR GRADE �+ SPRINKLER SYSTEM TAMPER SWITCH electrical work. Core drilling shall follow Building Standard procedures
] CONDUIT STUB-UP-CAP&MARK �� STROBE and contractor shall have written approvals from building owner prior
$ LIGHT SWITCH AT 46"UNLESS NOTED QD SMOKE/FIRE DAMPER CONNECTION to start of any work.
SUBSCRIPTS: �1� REMOTE INDICATOR LIGHT
2=2-POLE SWITCH 8. Test of entire system and work.
3=3-WAY SWITCH
4=4-WAY SWITCH SECURITY SYSTEM
M=MOTION-OPERATED SWITCH 9. Operating, Maintenance and identification instructions manuals, If
K=KEY-OPERATED SWITCH DC CONTACT DOOR SWITCH IN JAMB OR HINGE any.
TO=THERMAL OVERLOAD SWITCH � INTRUSION MOTION DETECTOR AS SPECIFIED,CORRIDOR/ROOM �
P=SWITCH WITH PILOT LIGHT C OR R 10. PERMITS AND FEES: Obtain and pay for all necessary permits, inspec-
❑D DIMMER SWITCH W/WATTAGE tIOIIS, examinations and fees or charges necessary for execution and
�K KEY-OPERATED ACCESS SWITCH z
Q PUSHBUTTON CONTROL STATION '� completion of electrical work. �
SURVEILLANCE CAMERA
PC PHOTOELECTRIC CELL
TS TIME SWITCH DISTRIBUTION EQUIPMENT SYMBOLS 11. REGULATIONS AND CODES:
O THERMOSTAT AT 60"UNLESS NOTED —�— DISCONNECT SWITCH A. Applicable codes: National Electric Code (2008) �
eDIVISION 15 EQUIPMENT —�f� FUSES Conform to the prevailing edition and amendments thereto of the z
Q FOOD SERVICE EQUIPMENT CIRCUIT BREAKER Town of Vail Electrical Code, pertinent NFPA publications �
COMMUNICATION SYSTEM �dd- CURRENT TRANSFORMER and to the requirements of Federal, State or other City agencies O �
�v TRANSFORMER having jurisdiction. � � �
QS QS-I SPEAKER IN CEILING OR WALL �\
M� METER 12. SHOP DRAWINGS AND SUBMITTAL: Q � L�
�V-i VOLUME CONTROL AT 60"UNLESS NOTED � MAGNETIC MOTOR STARTER � _ `ti.!
SCHULTZ RESIDENCE OM OM -i MICROPHONE OUTLET IN FLOOR BOX OR WALL A. Contractor shall submit shop drawings for engineer review and approval.
❑� DISCONNECT SWITCH N N � �
Demand Load Calculations C CALL-IN SWITCH B. Shop drawing submittal shall include: � � �
� � PANELBOARD OR LOAD CENTER,FLUSH OR SURFACE MOUNTED
Per NEC Article 220 Parts I-III QB PROGRAM BELL � �
� � � SWITCHBOARD,MOTOR CONTROL CENTER OR DISTRIBUTION BOARD 1. Lighting fixtures. (y � O
�I INTERCOM
Quantity VOIt-Al77pS Demand Total VA Q CLOCK � TRANSFORMER 2. Panelboard(s).
General ❑A AMPLIFIER ���' GROUND � O 7
Dwelling unit Square footage 3900 0 CIRCUIT BREAKER 13. CONDUIT AND WIRE: � � L �
� J �
General&Lighting(1 st 3 KVA) 1000 SF X 3 X 100% = 3000 QM MOTOR OUTLET A. CONDUCTOR SIZES AND TYPES: For sizes#1/0 AWG and larger, use � M O �/
General&Lighting (Remainder) 2900 SF X 3 X 35% = 3045 Ars AUTOMATIC TRANSFER SWITCH coppper THW or aluminum XHHW. For sizes#1 AWG and smaller, use only � � W — LL
Kitchen copper wire with 600V insulation, types TW, THHN, or THW-stranded in O O � O
Small Appliances 2 EA X 1500 X 35% = 1050 sizes#8 and larger, solid in sizes#10 and smaller. Control wiring shall be#14,
Refrigerator 1 EA X 1500 X 75% = 1125 stranded. Use t y pe THHN for wires enterin g or passin g throu gh fluorescent N �, � �
Freezer 1 EA X 1500 X 75% = 1125 lighting fixtures. All motors shall be wired with copper conductors only. � � � O
Dishwasher 1 EA X 1500 X 75°/o = 1125 B. MC cable permitted per local codes. Run hard pipe from panel to local J � Q � 1
hood lights and exhaust 1 EA X 1500 X 75% = 1125 junction box, and run MC cabel from junction box to device. � O M U
wall oven 1 EA X 6240 X 80% = 4992 ��J
Oven/Range(Re:table220.19) 1 EA X 10400 X 80% = 8320 U � � J
Disposal 1 EA X 1500 X 75% = 1125 � � �^ �
Microwave 1 EA X 1200 X 75% = 900 v J
Laundry&Spa Appliances Q 7 \
Clothes Washer 1 EA X 1500 X 75% = 1125 � ^ L �
Clothes Dryer 1 EA X 5000 X 100% = 5000 �•L �
master bedroom stack w/d 1 EA X 5000 X 100% = 5000 O
Steam Shower 1 EA X 10000 X 75% = 7500 �
Jacu�i Tub 1 EA X 7500 X 75°/o = 5625 �
Mechanical Equipment
Air Conditioning Units 1 EA X 2800 X 100% = 2800 � �
Boilers 2 EA X 1000 X 100% = 2000 —
Exhaust Fans 3 EA X 62 X 100°/o = 186 �
Pumps 4 EA X 85 X 100% = 340 �
Fan coil 1 EA X 1800 X 100% = 1800
Add'I 25%Largest Mech.Load 1 LS X 2800 X 25% = 700 PANEL PANEL
A B
TOTAL 59008
For208V,1-Phase,3 Wire Service 59008 (VA) / 240 = 246 AMPS
125/2 (3#1/0 AL, #4 AL G)2"C
<10K AIC
PANEL A PANEL B
(3#500 MCM AL)4"C
PROJECT:SCHULTZ RESIDENCE ENGINEER: SOH PROJECT:SCHULTZ RESIDENCE ENGINEER: SOH
PROJECT#: 12035 VOLTAGE: 120/240V, 1 P,3W PROJECT#: 12035 VOLTAGE: 120/240V, 1 P,3W
MOUNTING:RECESSED MAINS: 400A MLO MOUNTING:RECESSED MAINS: 125A MLO N
TYPE:QO RESIDENTIAL AIC: 10K TYPE:QO RESIDENTIAL AIC: 10K
PHASE PHASE PHASE PHASE BONDING JUMPER
DESCRIPTION A B BKR P CIR CIR P BKR A B DESCRIPTION DESCRIPTION A B BKR P CIR CIR P BKR A B DESCRIPTION G
LAUNDRYREC 2 360 20 1 1 2 1 20 500 BOILER#1 GARAGE DOOR 1000 20 1 1 2 1 20 250 GARAGE AND EXTERIOR LTG (#3/0 CU G)3/4"C
WASHER REC 1200 20 1 3 4 1 20 500 BOILER#2 GARAGE RECEPTACLES(3) 540 20 1 3 4 1 20 1200 LOWER LEVEL LIGHTING
DRYER REC 2500 30 2 5 6 1 20 500 PUMPS GARAGE AND EXTERIOR LTG 250 20 1 5 6 1 20 1200 MAIN LEVEL LIGHTING #6 TO TELEPHONE AEC PROJECT #: 12035
2500 7 8 1 20 1000 FAN COIL LOWER LEVEL LIGHTING 1200 20 1 7 8 1 20 1200 MAIN LEVEL LIGHTING
MASTER STACKED W/D 2500 30 2 9 10 2 30 1664 CONDENSING UNIT ENTRYMUD HALL REC (6) 1080 20 1 9 10 1 20 900 OFFICE REC(5) CONCRETE- ENCASED
2500 11 12 1664 BEDRM#1 REC(5) 900 20 1 11 12 1 20 180 PWDR RM REC (1) ELECTRODE DATE: ISSUE:
MASTER STEAM SHOWER 5000 60 2 13 14 1 20 1000 REFRIGERATOR BEDRM#2 REC 5 900 20 1 13 14 1 20 720 DINING REC 4 06-27-12 PERMIT SET
" 5000 15 16 1 20 1000 DISHWASHER LOWER LEVEL BATH REC(1) 180 20 1 15 16 1 20 900 LIVING RM REC (5) INCOMING WATER SERVICE
FUTURE PORCH HOTTUB 3750 50 2 17 18 1 20 1000 DISPOSAL MASTER BATH REC(2) 360 20 1 17 18 1 20 900 LIVING RM REC (5) PIPE
" 3750 19 20 1 20 1000 MICROWAVE MASTERBDRM REC(5) 900 20 1 19 20 0 SPACE 14,900 AIC
SPACE 0 21 22 1 20 720 KITCHEN REC 4 MASTERBDRM REC 5 900 20 1 21 22 0 SPACE 7968 AIC — —
SPACE 0 23 24 1 20 720 KffCHEN REC(4) SPACE 0 23 24 0 SPACE M
(3#500 MCM AL)4"C 2) 350A FRN-R WATER METER
SPACE 0 25 26 1 20 720 KITCHEN ISLAND REC 4 SPACE 0 25 26 0 SPACE 400/2
SPACE 0 27 28 2 60 5000 KITCHEN RANGE SPACE 0 27 28 0 SPACE 320A CONTINUOUS
SPACE 0 29 30 5000 " SPACE 0 29 30 0 SPACE BUILDING STEEL
SPACE 0 31 32 2 40 3120 KITCHEN WALL OVEN 0 0 UTILITY METER (3)3/4"x10' DRIVEN
SPACE 0 33 34 3120 0 0 TRANSFORMER GROUND RODS IF
SPACE 0 35 36 0 SPACE 0 0 REQUIRED BY
PANEL B 7830 100 2 37 38 0 SPACE 0 0 PAD MOUNTED LOCAL AHJ
7830 39 40 0 SPACE 0 0 = _
0 41 42 0 0 0
LOAD CALCULATION SUMMARY NOTE:PROVIDE ARC-FAULT CIRCUIT INTERRUPTER,COMBINATION-TYPE CIRCUIT BREAKERS FOR BRANCH LOAD CALCULATION SUMMARY NOTE:PROVIDE ARC-FAULT CIRCUIT INTERRUPTER,COMBINATION-TYPE CIRCUff BREAKERS FOR BRANCH E L E CT R I CAL 0 N E-L I N E D I AG RAM S E RV I C E G RO U N D I N G D ETA I L
CIRCUITS SUPPLYING ALL 120V POWER OUTLETS EXCEPT IN KITCHENS,BATHROOMS,AND GARAGES. CIRCUITS SUPPLYING ALL 120V POWER OUTLETS EXCEPT IN KITCHENS,BATHROOMS,AND GARAGES. NO SCALE NO SCALE
CALCULATED POWER FACTOR: CALCULATED POWER FACTOR: Drawn By: Checked By:
NOTE: PROVIDE SHORT CIRCUIT BRACING TO MEET FAULT CURRENT LEVELS NOTE: PROVIDE#3/0 CU CONDUCTORS TO ALL GROUNDING ELECTRODES.
O 99 CONNECTED LOAD CONNECTED AMPS DEMAND LOAD DEMAND AMPS 1.00 CONNECTED LOAD CONNECTED AMPS DEMAND LOAD DEMAND AMPS NOTED ON ONE-LINE AS "X AFC", WHERE X IS IN AMPS. SERIES RATED CIRCUIT SOH AEC
APPLIANCES 17500 73 13125 55 APPLIANCES 0 0 0 0 BREAKER COMBINATIONS ACCEPTABLE; SUBMIT MANUFACTURER'S SERIES
LIGHTING&RECEPT. 23380 97 10133 42 LIGHTING&RECEPT. 15660 65 7431 31 RATINGS WITH SHOP DRAWING REVIEW.
MECHANICAL 5828 29 6660 33 MECHANICAL 0 0 0 0 ELECTRICAL
KITCHEN OVEN&DRYER 26240 109 26240 109 KffCHEN OVEN&DRYER 0 0 0 0
TOTAL 72948 308 56158 239 TOTAL 15660 65 7431 31
LEGEND,
ONE-LINE &
S CHEDULES
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�COPYRIGHT 2005 ARCHITECTURAL ENGINEERING CONSULTANTS,INC.
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FAN COIL UNIT SCHEDULE OREQUIVALENT �
HEATING COIL DATA COOLING COIL DATA ELECTRICAL OPER.
UNIT MANUFACTURER& TOTAL O.A. ESP DIMENSIONS � O
SERVICE LOCATION HP TOTAL AIR SIDE WATER SIDE TOTAL AIR SIDE REFRIGERANT DATA WT. REMARKS �' 'p
TAG MODEL NO. CFM CFM (IN) � � � �
MBH EDB(°F) LDB(°F) APD EWT(°F) LWT(°F) GPM PD (FT) ROWS CIRCUITS SOLUTION MBH EDB(°F) EWB(°F) LDB(°F) LWB(°F) APD SUCTION (°F) LIQUID(°F) ROWS CIRCUITS REFRIGERANT V/PH/Hz L(IN) H(IN) W(IN) (LBS) � � c� � N
KITCHEN MAU,LNING MECHANICAL � U C6 O �
FC-1 PRICE BCH 12 1200 1200 0.75 1.0 119.4 -20.0 60.6 0.25 140.0 104.1 7.0 6.0 4.0 5.0 GLYCOL 30% 30.0 75.0 54.0 51.2 50.5 0.37 46.0 90.0 6.0 4.0 R410A 115/1/60 43.0 15.5 38.0 350.0 > � � a0
COOLING ROOM � � .� (� �
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AIR DEVICE SCHEDULE OREQUIVALENT AIR COOLED CONDENSING UNIT SCHEDULE OREQUIVALENT o .� o Q o
UNIT MANUFACTURER& MOUNTING FRAME � C O M P R E S S O R D A T A E L E C T R I C A L D A T A � D I M E N S I O N S "� � � �� �
USE STYLE FINISH SOUND REMARKS UNIT MANUFACTURER& OPER. � � �
TAG MODEL NO. LOCATION TYPE TAG MODEL NO. SERVICE LOCATION NOM. TOTAL SENSIBLE COMPR. REFRIG. AMB. S.S.T.ENT S.S.T. LVG SOUND � �B REMARKS � � N j( O
LVL(NC) SEER V/PH/Hz HP MCA FUSE LEVEL L(IN) H(IN) W(IN � S) � �•- (a U
TONS CAP(MBH) CAP(MBH) TYPE TYPE TEMP COMP COMP � � � � _
1/4"SPASING SINGLE BLADE, CARRIER .� � � � .�
15&5° FRONT BLADES CONCEALED COORD.W/ C U-1 F C-1 S E E M 2.0 P L A N 2.0 2 4.0 2 4.0 S C R O L L 1 7.0 R 4 1 0 A 9 5 4 4 1 1 9 2 0 8-2 3 0/1 /6 0 1/1 2 1 3.3 2 0 6 8 2 9-1/4 3 6-5/1 6 3 3 2 3 4 P R O V I D E 4"C O N C R E T E P A D � V O �
A KRUEGER 5815 SUPPLY FLOOR MOUNTED 25 STEEL CONSTRUCTION. SEE DRAWINGS FOR LOCATIONS,SIZES,AND SPECIFIED CFMS. 24ANA724A0010 � � Q N � U
DEFLECTION,ADJUSTABLE MOUNTING ARCH
REAR BLADES -
BOILER SCHEDULE � � � �- �
OR EQUIVALENT � � � � � �
�L �f� �
45° DEFLECTION LINEP,R BAR CONCEALED COORD.W/ CAPACITY(MBH)@ GAS PRESSURE RELIEF ELECTRICAL STACK OPER. w V w � �
B KRUEGER AFS580 SUPPLY WALL MOUNTED 25 STEEL CONSTRUCTION. SEE DRAWINGS FOR LOCATIONS,SIZES,AND SPECIFIED CFMS. DIMENSIONS J = O �
UNIT MANUFACTURER& SERVICE LOCATION FLOW MAXPD PRESS EWT LWT DIA. WT. REMARKS �
(GPM) (FT) ��F) ��F� L(IN) H(IN) W(IN)
GRILLE MOUNTING ARCH 8000'ASL (IN WC) DATA f`
TAG MODEL NO.
� W .� � �
IN OUT MIN MAX (PSI) V/PH/Hz (IN) (LBS) L _•� �
LOCHINVAR PROVIDE OUTDOOR MODEL AND �"' U N O �
B-1 DHW, RZ,&HC-1 MECHANICAL ROOM 110.0 88.3 4 14 5.5 9.8 30 105 140 120/1/60 3 160 18.5 33.25 19 (� U pp p
EXHAUST FAN SCHEDULE OREQUIVALENT KNIGHTWHN 110 OUTDOORRESET � � � � �
LOCHINVAR PROVIDE OUTDOOR MODEL AND �'�' � O � �
ELECTRICAL DATA NOISE B-2 RZ, HC-1 MECHANICAL ROOM 110.0 88.3 4 14 5.5 9.8 30 105 140 120/1/60 3 160 18.5 33.25 19 U
UNIT MANUFACTURER& TOTAL FAN OPER. KNIGHT WHN 110 OUTDOOR RESET � � C � �
SERVICE LOCATION TYPE ESP(IN) LEVEL REMARKS Q �
TAG MODEL NO. CFM RPM POWER V/PH/Hz �SONES) �'�LBS) � � � �
EF-1 PANASONIC FV-11 VQ5 BATHROOMS SEE FLOOR CEILING 90 1,161 0.25 20.7 W 120/1 /60 0.5 10.4 INTEGRAL BACKDRAFT DAMPER, INTERLOCK WITH WALL SWITCH RAD IAN T S C H E D U L E OR EQUIVALENT � �
PLANS m
MANIFOLD ZONE MANUFACTURER& AREA(SQ BTUH/SQ SURFACE TUBE DIA TUBE NUMBER LOOP GPM/ GPM/ PD
EF-2 PANASONIC FV-30VQ3 MECHANICAL MECHANICAL CEILING 255 990 0.25 62 W 120/1 /60 2.0 18.5 INTEGRAL BACKDRAFT DAMPER, INTERLOCK WITH THERMOSTAT TAG TAG MODEL NO. SERVICE FT) FT FINISH (IN) SPACING LOOPS LENGTH LOOP ZONE (FT) Remarks �
HEAT RELIEF ROOM (IN)
EF-3 PANASONIC FV-30VQ3 GARAGE GP,RAGE CEILING 255 990 0.25 62 W 120/1 /60 2.0 18.5 INTEGRAL BACKDRAFT DAMPER, INTERLOCK WITH GARAGE DOORS 1 1 WIRSBO hePEX 101 Garage 730 13 CONCRETE 1/2" 9 5 204 0.4 2.1 1.6 30°/o Propylene Glycol
4f�gC'�����Z7li;r�Ir17,.x
2 WIRSBO hePEX 103 Entry/Hall/Laundry 298 17 CONCRETE 1/2" 9 2 208 0.6 1.1 3.5 30% Propylene Glycol 4:` �'' FS
PUMP SCHEDULE � �`' , `' "
OR EQUIVALENT ��,';-�- "� 1;�. -
3 WIRSBO hePEX 106 Bedroom #1 181 24 CONCRETE 1/2" 9 2 130 0.5 1.0 1.6 30%a Propylene Glycol � `�'� yS � -
UNIT MANUFACTURER& TOTAL ELECTRICAL DATA - �
2 � r � ,� " �
SERVICE LOCATION TYPE GPM HEAD RPM REMARKS �- .� �
TAG MODEL NO. (FT) V/PH/Hz HP\W 4 WIRSBO hePEX 107 Bedroom #2 201 21 CONCRETE 1/2" 9 2 144 0.5 1.0 1.7 30% Propylene Glycol � �
`.� � 45
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P-1 GRUNDFOS B_1 MECHANICAL ROOM INLINE 5.5 10.0 STANDARD 115/1/60 85 W SPEED 1,BRONZE 5 WIRSBO hePEX 108 Bathroom #1 59 15 CONCRETE 1/2" 9 1 94 0.2 0.2 0.2 30% Propylene Glycol '�{r�,l�r'��xj� �L��,,�''
UP15-18 67
GRUNDFOS 6 WIRSBO hePEX 203 Living Room 433 20 CONCRETE 1/2" 9 4 162 0.5 2.1 1.9 30°/a Propylene Glycol
P-2 UP15-18 B7 B-2 MECHANICAL ROOM INLINE 5.5 10.0 STANDARD 115/1/60 85 W SPEED 1,BRONZE 3
GRUNDFOS 7 WIRSBO hePEX 202 Kitchen/Dining 389 20 CONCRETE 1/2" 9 4 139 0.4 1.8 1.1 30% Propylene Glycol
P-3 UP15-18 67 WH-1 MECHANICAL ROOM INLINE 5.5 10.0 STANDARD 115/1/60 85 W SPEED 1,BRONZE
GRUNDFOS RZ-1 TO RZ-12, 8 WIRSBO hePEX 200 Hall/Landing 135 30 CONCRETE 1/2" 9 2 120 0.6 1.1 2.0 30% Propylene Glycol
P-4 M,qGNA40-120 F FC-1 MECHANICAL ROOM INLINE 22.0 19.0 VARIES 230/1/60 25-450 W -
9 WIRSBO hePEX 211 Office 64 22 CONCRETE 1/2" 9 1 95 0.3 0.3 0.5 30% Propylene Glycol
EXPAN S I O N TAN K S C H E D U L E OR EQUIVALENT 4 10 WIRSBO hePEX 204 Powder 25 28 CONCRETE 1/2" 9 1 51 0.2 0.2 0.1 30°/a Propylene Glycol
TANK ACCEPT DIMENSIONS CHARGE OPERAT. RELIEF OPER.
UNIT MANUFACTURER& WATER 11 WIRSBO hePEX 209 Master Bedroom 292 32 CONCRETE 1/2" 9 3 149 0.8 2.3 4.1 30% Propylene Glycol
TAG MODEL NO. SERVICE LOCATION VOLUME VOLUME DIA(IN) H (IN) PRESSURE PRESSURE PRESSURE TEMP(°F) WEIGHT REMARKS
(GAL) (GAL) (PSI) (PSI) (PSI) (LBS)
MECHANICAL 12 WIRSBO hePEX 208 Master Bathroom 96 28 CONCRETE 1/2" 9 1 176 0.8 0.8 4.9 30°/o Propylene Glycol
ET-1 AMTROL SX-40V BOILER LOOP ROOM 20.0 11.3 15 32 12 20 30 140 40 -
LOUVER SCHEDULE OREQUIVALENT HOT WATER GENERATOR SCHEDULE OREQUIVALENT
UNIT MANUFACTURER& STORAGE BOILER MINIMUM PRESS. BOILER WATER TEMP. DOM.WATER TEMP. GPH @ DIMENSIONS �PER. W
UNIT MANUFACTURER& FACE PRESSURE o�o FREE TAG MODEL NO. SERVICE LOCATION CAPACITY OUTPUT BOILER DROP IN °F OUT °F IN °F OUT °F 100°F OT DIA IN H IN �NT. LBS REMARKS z
TAG MODEL NO. SERVICE LOCATION CFM SIZE(W"xH") V�OMI)Y (DN Oj �EA FRAME TYPE FINISH REMARKS (GAL.) (MBH) GPM (FT) � � � � � � � � (S.L.) � � � � � � O
TRIANGLE TUBE MECHANICAL V
MATCH WH-1 DHW 50 88 5.5 4.3 180 160 40 140 100 22 57 581.5 - H
L-1 RUSKIN-ELF6375DX FC-1 MAU SEE FLOOR PLAN 1,200 30x18 736 0.07 50% STANDARD �CH - SMART 50 ROOM � -
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OUTSIDE WALL � � � �
RUST-RESISTANT SHEET METAL SHIELD Cn N U � O
ON BRICK OR MASONRY WALL � Q
Q1 TWIST-IN FITTING W/ � � O Z �
MANUAL DAMPER, M �/
VENT 3"PIPE HANDLE, &LOCK NUT � W - LL
� SYSTEM LOOP SYSTEM LOOP TO RADIANT � .. �
GENERAL NOTES: INSULATED RIGID DUCT , ZONES N � - O
COMBUSTION AIR � 3"PIPE � 1. TERMINATION MUST BE AT LEAST 12" FROM ANY � �H► =
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OPENING THROUGH WHICH FLUE PRODUCTS COULD � �� W 1 1/2 N J � 0
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2. MAINTAIN MINIMUM 3' BETWEEN TERMINATION AND � W O W
WATER HEATER SIDE OPENING INTO ANOTHER BUILDING. � U � � J
36" MIN.ABOVE 3. INLET TO OUTLET MUST BE 12" MIN.APART(CENTERLINE). Q BOILER LOOP FC-1 I J � � �
GROUND 4. INSULATE VENT PIPE LOCATED IN COLD SPACES (ATTICS, WORM DRIVE S.S. IN &OUT Q �
CRAWL SPACES, ETC.). CLAMP R-W OR MANIFOLD I I �1 Z �
5. MAINTAIN 10' CLEARANCE FROM MECHANICAL INTAKE OR NOTE: � _ _ _ � � LL �/
3'ABOVE IT. - -
DO NOT INSTALL A BALL VALVE IN BETWEEN THE TEES. O
6. ZERO CLEARANCE TO NONCOMBUSTIBLES. � �
7. 3' CLEARANCE ABOVE GROUND. ' �
R UND DU T TAKE- FF RADIUS ELBOW DETAIL NoL ALE � � AUTOAIRVENT � _
0 C 0 [�
NO SCALE 1-1/2" SPIROVENT � - - - - - V.F.D. P + � v
SIDE WALL TERMINATION DETAIL NOSCALE AIRSEPARATOR � 1-1/2�� 8 -M
VSR150 W
NO SCALE �
� I �
1-1/2"
MANUAL AIR VENT(TYP.) 1 1
UNION (TYP.) ORO EIATING COIL OR ON COONDENSING
S � 1-1/2"
"� ALL THREAD ROD COIL PER MANUFACTURERS SUPPLY WATER SENSOR BLOW
�`' INTERLOCKED WITH BOILER 3/4" DOWN
�P INSTRUCTIONS.
���� �� VIBRATION ISOLATING HANGER (TYP.) CONTROLS. TO F.D.
�v���1 ��1 � FLEXIBLE CANVAS CONNECTOR 2-WAY TEMPERATURE CONTROL VALVE INTERLOCKED WITH 1-1/4" 1-1/4"
�P F�' ,��p,�\���� � REMOTE SENSOR(TYP.)
6 I �I ' HWR CIRCUIT SETTER
Q�,`� AUTOFLOW AUTOMATIC �CHECK VALVE u u
c�vQ ��,0 � � BALANCING VALVE (TYP.) HEAT TRAP
P�� 45° 1" LINED SUPPLY DUCTWORK /� PUMPOINSTALLATIONS
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I I � t PRESSURE GAUGE PROVIDE CLOSELY SPACED TEES.
/ / � ' I I FAN COIL - - - W/GAUGE COCKS
�� � I I - AEC PROJECT #: 12035
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I I �I i Hws ciRC 1 � 2 � DATE: ISSUE:
J �I I PUMP
06-27-12 PERMIT SET
SEAL AIRTIGHT D + DRAIN
AROUND ENTIRE `� 1" LINED RETURN -
TAKE-OFF. DUCTWORK O SHUTI OFF VALVE (TYP.) _ �-PROVIDE PUMP SUPPORT ��� �
PROVIDE MERV-11 FILTER. AT INLET& DISCHARGE ' P
� t DRAIN a PIPING - DO NOT SUPPORT e
I FROM PUMP MOTOR / � � 3/4"
45° DUCT TAKE-OFF AUXILIARY DRAIN PAN W/FLUID P&T TEST PLUGS
DETECTION SENSOR INTERLOCKED W/ UNION OR FLANGE
NO SCALE: SECURITY SYSTEM INTERNAL DRAIN PAN, CONDENSATE CONNECTION
DRAIN & P-TRAP. OUTLET 1" LOWER THAN 1" �"
UNI-STRUT SUPPORT RAIL INLET SHUTOFF VALVE
THE MECHANICAL CONTRACTOR SHALL FIELD ESTABLISH THE SPECIFIC FAN COIL UNIT'S COIL PIPING 1 1 1
ARRANGEMENT& FAN ACCESS PRIOR TO SUBMITTING TO THE MANUFACTURER FOR PURCHASING. S /
IN-LINE PUMP DIAGRAM MANUALFILL
D/X FAN COI L U N IT D ETAI L SCALE � AUTOFLOW _ _ _ _
AUTOMATIC AUTOFLOW Drawn By: Checked By:
BALANCING AUTOMATIC MZ TOC
VALVE SET BALANCING
e@ 17.5 GPM B B VALVE SET
� @ 17.5 GPM ME HA I AL
50 GAL � 2 E� 3/4" C N C
12" MIN. D
0 0 0 o SCHEDULES
PIPE TO FLOOR DRAIN (TYP OF 2) J PIPE TO FLOOR DRAIN VIA. � _� PROVIDE 4" HOUSEKEEPING PAD (TYP) DETAILS
NEUTRALIZATION BASIN. (TYP OF 2) & DIAGRAM
RESIDENTIAL BOILER PIPING DIAGRAM NO SCALE
NO SCALE
•
2 of 4
m COPIRIGHT 2005 ARCHITECTURAL ENCINEERINC CONSULTANTS,INC.
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DESIGN CRITERIA: SCHULTZ RESIDENCE JOB �: 1202-06 B. Gable-end walls shall be balloon-framed to the bottom of rafters or end-wall •"`^
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Roof Live Load (Snow) -------------------------------- 100 psf trusses unless approved by engineer. _ �'V'� �$'."`��� •
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Roof Dead Load ------------------------------------ 15 psf C. Floor or roof framing members must be aligned to bear within 5 inches of the ^;,� , � ��°���
Floor Live Load ------------------------------------- 40 psf studs beneath. ,��;���� �0
Floor Dead Load ------------------------------------ 35 psf D. Provide 7/16" thick APA rated sheathing (plywood or OSB) rated 32/16, exposure 1, h �, �1� , m�"
Deck Live Load ------------------------------------- 100 psf at exterior face of exterior walls. Block all horizontal joints and nail panels with 8d �
Deck Dead Load ------------------------------------ 15 psf nails spaced at 6" along panel edges and at 12" along intermediate SUpports. A B B R E V I A T I 0 N L I S T �'� ��°�� ���
Wind (3 Second Gust) -------------------------------- 90 mph (Exp. B) E. Provide (3)-2x10 headers over all door and window openings, with one 2x6 trimmer �`'���'��gQ���E.��
Seismic Design Category ------------------------------- EXEMPT and one 2x6 king stud each end, unless otherwise indicated. 2009 IBC FASTENING SCHEDULE*
IBC/IRC Edition ------------------------------------ 2009 F. At beam bearing locations in stud walis, provide multiple-stud posts equal to width A.B. ANCHOR BOLT LAM. LAMINATED
of bearing member unless noted otherwise. *THIS IS A PARTIAL SCHEDULE. SEE IBC TABLE 2304.9.1 FOR FULL SCHEDULE A.F.F. ABOVE FINISHED FLOOR LLH LONG LEG HORIZONTAL
SPECIAL INSPECTIONS: 2. Interior Load Bearing Walls: A.F.G. ABOVE FINISHED GRADE LLV LONG LEG VERTICAL 06/28/2012
A. Interior load bearing walls are 2x4 or 2x6 studs (as indicated on plan) C�? 16" o.c. CONNECTION FASTENING°� b ADJ. ADJUSTABLE LONGIT. LONGITUDINAL
a. Special inspections shall be provided according to ibc section 1704.1 and the statement of with 1/2" gypsum wallboard both sides unless noted otherwise. Cap with a double ANCH. ANCHOR LTWT. LIGHTWEIGHT
special inspections as required by the Town of Vail. top plate installed to provide overlapping at corners and at intersections with other i. �otst to s�ii or girder 3 - 8d common toenail APPROX. APPROXIMATELY LVL LAMINATED VENEER LUMBER
b. The structural engineer does not provide special inspections. Periodic observations of partitions. If overlap is not possible, strap top plates with metal strap ties 3 - 3" x 0.131" r,a�i ARCH. ARCHITECT LSL LAMINATED STRAND RIM MATERIAL � �
construction by the structural engineer are not to be considered speciai inspections. (Simpson ST292 or equivalent). 3 - 3" 14 gage staple BD. BOARD MAX. MAXIMUM rn � `n
B. Floor or roof framing members must be aligned to bear within 5 inches of the 2. Bridging to joist 2 - sd common toenaii each end BLDG. BUILDING MECH. MECHANICAL ��n °' �,
FOUNDATION DESIGN: studs beneath. 2 - 3" X o.�3�" r,at� BLKG. BLOCKING MAT'L MATERIAL �
2 - 3" 14 gage staple (� � � �
a. Desi n of individual and continuous footin s is based on a maximum allowable bearin ressure C. Provide (2)-2x10 headers over all openings in wall, with one 2x4 or 2x6 trimmer BM. BEAM MANUF. MANUFACTURER �
g g g p and one 2x4 or 2x6 king stud each end, un�ess noted otherwise. s. sote p�ate to jo�st or b�ocking 16d at i6" o.c. tyP�cai face r,a�i BOT. BOTTOM MIN. MINIMUM z � ^o
of 2000 psf (dead load plus full live load). 3" x 0.131" r,a�� at s" o.�. �
D. At beam bearing locations in stud walis, provide multiple-stud posts equal to width B.O.W. BOTTOM OF WALL (N) NEW � rn
b. Foundation and retaining walls have been designed using a lateral pressure of 45 pcf. 3" 14 gage staple at i2" o.c. � � a,�
of bearing member unless noted otherwise. BRG. BEARING NOM. NOMINAL �
c. Footings shall be placed on the natural undisturbed soil, or compacted structural fill per the �
3. Floor Construction: So�e p�ate to joist or blocking at braced CANT. CANTILEVER N.W. NORMAL WEIGHT � X
recommendations of the geotechnical engineer, below frost depth. » wall panel 3 - 16d per �s" braced wall panels Z � = Q
A. Provide 3/4 thick APA rated Sturdifloor rated at 24" o.c., tongue and groove, a 3" x 0.131" r,a�i er 16" C.J. CONTROL JOINT O.C. ON CENTER Q •- � �
d. This foundation has been designed according to the design recommendations set forth in � �- P L
exposure 1. Glue and nail panels to all supports with 8d nails spaced at 6" along (4)-3" 14 gage staple per �s" CMU CONCRETE MASONRY UNIT OPNG. OPENING � �
geotechnical report 111 326A by HP GEOTECH. The contractor shall follow the construction anel ed es and at 12" alon intermediate su orts. Install sheathin with lon �. To CEM. CEMENT OSB ORIENTED STRAND BOARD J
requirements from this same report. P 9 9 PP 9 9 p plate to stud 2 - isd common end nail � �
e. Provide continuous foundation drains around the perimeter of all basement walis and at the dimension perpendicular to joists and end joints staggered. 3 - 3" x o.�3�" nai� CLG. CEILING f� PLATE � •�
B. Provide solid blockin between floor oists at all bearin locations. Blockin material 3 - 3" 14 gage staple CENTERLINE PLYWD. PLYWOOD Z
base of retaining walls. Contact geotechnical engineer for details. g � g g � �
f. A representative of the geotechnical engineer shall verify soils conditions and types during shall match the floor joist material. s. st�d to sole plate 4 - 8d common toenail CLR. CLEARANCE PKT. POCKET � a� N �
4. Roof Construction: 4 - 3" X o.t3�" r,a�� COL. COLUMN R.O. ROUGH OPENING U _ � �
excavation. Report any discrepancies from original findings to structural engineer for 3 - 3" 14 gage staple p �n c°
re-evaluation of foundation design. A. Provide 5/8" thick APA plywood sheathing rated 40/20, exposure 1. Install CONC. CONCRETE RAD. RADIUS L � �
g. Backfill around and above structural buttresses and retaining walls shall be compaction-tested sheathing with long dimension perpendicular to rafters or trusses and end joints CONN. CONNECTION REF. REFERENCE � � X
2 - 16d common end nail +� O
per the recommendations of the geotechnical engineer. staggered. Nail with 8d nails spaced at 6" along panel edges and at 12" along CONT. CONTINUOUS REINF. REINFORCE/REINFORCEMENT � o� �
3 - 3" x0.131" nail
h. Do not backfill against retaining walls until supporting elements (such as floor framing) are in intermediate supports. s - 3" 14 gage staple CONST. CONSTRUCTION REQ D REQUIRED � J
lace and securel anchored, or ade uate shorin is installed. Concurrent backfillin of each B. Plywood sheathing shall be applied continuously over the primary roof inembers C.P. CRIPPLE POST RET. RETAINING � � � ;
P Y Q 9 9 9. Double Studs 16d at 24" o.c. face nail
side of a free-standing retaining wall to final grades as indicated on plan or section is (rafters or trusses) below overframed areas to provide adequate lateral stability. 3" x 0.131" na�� at s" o.c. C.W. CRIPPLE WALL REV. REVISION
required unless temporary shoring is installed. C. Provide wind/seismic anchors at supports for all roof joists and trussed rafters. 3" 14 gage stapte at 8" o.c. DBL. DOUBLE R.S. ROUGH SAWN
i. Verify type of fill with soils engineer and structural engineer prior to backfilling. See nailing schedule. io. �oubie top plates 16d at �s" o.c. typicai face r,at� DET. DETAIL SCHED. SCHEDULE
D. Provide solid blocking between roof rafters, trusses and lookouts at all bearing 3" x 0.131" nail at i2" o.c. DIAG. DIAGONAL SECT. SECTION
REINFORCED CONCRETE: locations. Blocking material shall match rafter, truss chord, or lookout material. 3" 14 gage staple at �2" o.c. DWL. DOWEL SHT. SHEET
5. Wind Bracing: DWG. DRAWING SIM. SIMILAR
a. Concrete design is based on the "Building Code Requirements for Reinforced Concrete" (ACI A. Walls over 4 feet long which are sheathed with gypsum wallboard on both faces and Double top plates s - �sd common toP splice EA. EACH S.I.P. STRUCTURAL INSULATED PANEL
318) as adopted by Chapter 19 of the 2009 IBC. are indicated as shear walls on plan have been designed to resist wind forces in i2 - 3" x o.i3�" r,aii E.J. EXPANSION JOINT SPEC. SPECIFICATION
b. Structural concrete shall have a minimum 28-day compressive strength of 3000 psi. accordance with Table 2306.7 of the 2009 IBC. �2 - 3" 14 gage staP�e typica� face nai� ELEV. ELEVATION SQ. SQUARE
c. Concrete shall be proportioned using Type I-II sulfate-resistant cement. Admixtures containing B. At shear walls, screw 1/2" gypsum wallboard to all studs and to top and bottom 11. Blocking between joist or rafters 3 - 8d common toenail ENG. ENGINEER STD. STANDARD
chloride salts shall not be used. plates with #8 x 1 1/8" drywall screws at 7" maximum spacing. to top plate 3 - 3" x 0.131" nai� EQUIP. EQUIPMENT STL. STEEL
3 - 3" 14 gage staple EQUIV. EQUIVALENT STRUCT. STRUCTURAL
d. Cold weather concreting procedures shall be provided as recommended in the ACI Manual of C. Exterior plywood or OSB wall sheathing is required unless specifically deleted by 12. Rim joist to top plate sd at s" (152mm) o.c. toenail
Concrete Practice. engineer. EXSTG. EXISTING T&B TOP & BOTTOM
e. Anchor bolts for beam and column bearin lates shall be laced with settin tem lates. 3" x o.�3�" nai� at s" o.c. (E) EXISTING T&G TONGUE & GROOVE
9 P P 9 P 3" 14 gage staple at 6" o.c.
f. Expansion bolts and epoxy anchors shall be located at a minimum of 6 bolt diameters from STRUCTURAL STEEL: EXP. EXPANSION T.O. TOP OF
concrete ed e and s aced at a minimum of 10 bolt diameters unless noted otherwise. 13. Top plates, �aps and intersections 2 - 16d common face nai� EXT. EXTERIOR T.O.C. TOP OF CONCRETE
9 P 3 - 3" x0.131" nail
g. Anchor bolts for wood sill plates shall be placed at 4'-0" maximum spacing with one anchor a. Structural steel shall be detailed, fabricated and erected in accordance with the most current 3 - 3" 14 gage staple F.D. FLOOR DRAIN T.O.F. TOP OF FOOTING
bolt at 12" from each end or corner and a minimum of two anchor bolts per piece. editions of AISC Specifications and Code of Standard Practice. �4. cor,t�n�o�s header, two pieces isd common is" o.c. along edge FDTN. FOUNDATION T.O.L. TOP OF LEDGE
h. Concrete floor slabs on rade and on metal deckin or I wood su orted b framin shall b. Structural steel W shapes shall be ASTM A992. Other rolled shapes, including plates and FLR. FLOOR T.O.M. TOP OF MASONRY
g g P y PP y g 16. Continuous header to stud 4 - 8d common toenail
have sawn or tooled control joints at a maximum spacing of 10'-0" in each direction. Locate angles shall be ASTM A36. Round or rectangular HSS shapes shall be ASTM A500 grade B. FRMG. FRAMING T.O.W. TOP OF WALL
3 - 8d common toenail
control joints along column grid lines where possible and provide slab isolation joints around c. All bolts used in steel framing shall conform to ASTM Specification A325. Anchor bolts and 19. Rafter to plate 3 - 3" x o.i3i" r,a�i FTG. FOOTING THRU THROUGH
bolts used in timber connections ma be ASTM A307. Bolt sizes shall be 3/4��� unless noted (See section 23os.�o.�, Table 23as.�o.�) GA. GAUGE TRANSV. TRANSVERSE
Columns. Y 3 - 3" 14 gage staple
i. Concrete covera e for reinforcin steel: otherwise. GALV. GALVANIZED TRTD. TREATED
9 9 23. Built-up corner studs 16d common 24" o.c.
1. Concrete cast against and permanently exposed to earth: 3" d. Typical framed beam connections shall consist of pairs of Ya." angles using the maximum 3" x 0.131" nail �6" o.c. GEN. GENERAL TS TUBE STEEL COLUMN
2. Concrete exposed to earth or weather: number of 3/4"b bolts called for in Table 10-1 or combination bolts and welds in Table 10-2 3" 14 gage stap�e �6" o.c. G.L. GLUE-LAM TYP. TYPICAL
A. #5 bar and smaller 1 1/2" of the AISC Manual (Thirteenth Edition). 2s. �oist to band joist 3 - 16d common face nai� GYP. GYPSUM/GYPCRETE U.N.O. UNLESS NOTED OTHERWISE
�� " " " " " 5 - 3" x 0.131" nail HDR. HEADER VERT. VERTICAL
B. #6 through #18 bar 2 e. Expansion bolts shall be wedge type Hilti or Rawl" or Simpson , or approved equivalent with
3. Concrete not exposed to weather or in contact with ground: the following minimum embedments: 5 - 3" 14 gage staple HORIZ. HORIZONTAL V.I.F. VERIFY IN FIELD �
A. Slabs, walls, joists (#11 bar and smaller) 3/4" 1. Y2"� --------- 2Y2" NoTES: HSS HOLLOW STEEL SECTION W.F. WIDE FLANGE
B. Beams, columns 1 1 2" 2. 5/$"�b --------- 3" HT. HEIGHT W.P. WATERPROOF
� For Si: 1 inch = 25.4mm. 2 3/8" x 0.113" nails and 3" x 0.131" nails are standard 8d and 10d Gun nails. INT. INTERIOR W.W.F. WELDED WIRE FABRIC �
3' 3�4'�� --------- `}�� „ „ „ „ „ „ a. Common or box nails are permitted to be used except where otherwise stated. INV. INVERTED WD. WOOD �
REINFORCING STEEL: f. Epoxy anchors called for on the drawings shall be Epcon or Rawl or Simpson or approved b. stap�es sha�� have a minimum crown width of 7/16 inch. JST. JOIST W/ WITH �
equivalent anchor systems. Minimum embedments, if not specifically indicated on the K KING STUD W/0 WITHOUT � p�
a. Detailing, fabrication and placement of reinforcing steel shall be in accordance with the ACI drawings, shall be according to the manufacturer's specifications. �
Manual of Concrete Practice. g. All welding shall be done by an AWS qualified welder.
b. Except where otherwise noted on the drawings, reinforcing bars shall conform to ASTM h. Delay painting within 3" of field welds until welds are completed. � �
Specification A615 and shali be grade 60 except ties, field bent bars where permitted by note i. Where corrosive soil conditions exist, steel angles that are used to support exterior stone
on plan, or bars to be welded, which shall be grade 40. veneer shall be galvanized and shall be attached to the foundation with galvanized or stainless ALL LUMBER CONNECTORS IN DIRECT CONTACT WITH PRESSURE-TREATED LUMBER SHALL HAVE A �fj� � �.
c. At splices, lap bars 44 diameters. Do not weld or use mechanical splicing devices unless steel expansion anchors. SIMPSON ZMAX OR HDG FINISH AND SHALL BE ATTACHED WITH FASTENERS THAT ARE GALVANIZED ��
specifically approved by engineer. j. All grout beneath column base plates and steel beams at bearing shall be non-shrink, PER ASTM A153. CONTACT ENGINEER FOR ALTERNATE USE OF BARRIER MEMBRANES. �
d. At corners, make horizontal bars continuous or provide corner bars. Around openings and non-metallic type grout. Grout shall have a minimum compressive strength of 2500 psi. � �
steps in concrete, provide (2)-#5 bars extending 2'-6" beyond edge of opening or step. CONNECTION SCHEDULE TOP FACE JOIST �
e. Extend reinforcing steel a minimum of 2'-6" through cold joints. Unless specifically located STONE/BRICK VENEER: � � `�
on plan or details, coordinate cold joint locations with engineer. �A SIMPSON H5 - (4)-8d (4)-8d � �
f. Welded wire fabric shall conform to ASTM Specification A-185. Lap welded wire fabric a a. Anchored stone or brick veneer and its attachments shall conform to IBC Section 1405.6 with �
minimum of one full mesh plus two inches. Laps shall be wired together. a wire tie to the structural backing for every 2 square feet of veneer. � SIMPSON IUS2.37/14 - (14)-10d - �� r�d
g. Epoxy adhesive for reinforcing dowels shall be "Hilti" or "Simpson" or approved equivalent b. Unless noted otherwise, rovide loose lintels over o enin s as follows, one an le for each 4" C 4 -10d 4 -10d 5 -10d � � � �
adhesive s stems. Minimum embedments, if not s ecificall indicated on the drawin s, shall p p g g � SIMPSON THASR/L422 � ) � ) � )
y p y g of wall thickness, long leg vertical, to bear 4" minimum each end: �D SIMPSON HUCQ412-SDS - (14)-SDSY4"x2Y2" (6)-SDSY4"x2Y2" � �
be according to the manufacturer's specifications. > �� » » » � � �
1. Openings to 4 -0 ----------------- 3Y2 x 3Y2 x Y4
h. Metric bar size conversion table: > » » » » E 10 -SDSY4"x13/4" 4 -SDS Y4"X�3�4��
METRIC #10 #13 #16 #19 #22 #25 #29 #32 #36 2. Openings 4 -1" to 6'-0 ------------- 4 x 3Y2 x Y4 � SIMPSON HUCQ1.81/11-SDS - � ) � )
INCH-POUND #3 #4 #5 #6 #7 #8 #9 #10 #11 3. Openings 6'-1" to 8'-0" ------------- 5" x 3Y2" x Y4" F� SIMPSON HUC212-3 - (22)-16d (10)-10d � � � �
4. Openings 8'-1" to 10'-0" ------------ 6" x 3Y2" x 5/s"
Multi le an les shall be oriented back-to-back �G SIMPSON HUC610 - (18)-16d (8)-16d � �
STRUCTURAL WOOD FRAMING: � P 9 ) .. �
c. Stone or brick veneer shall be supported on dry-stack CMU units to the foundation, or �H SIMPSON HGLTV 5.514 Y4"x2Y2" FILLETS - (6)-16d � � �
a. Except where noted otherwise, all 2" nominal lumber, except studs, shall be Douglas Fir-Larch provide steel angle support per details on the drawings.
#2 and better, and all solid timber beams and posts 3" nominal and wider shall be Douglas � (2)-L4x4x3/8" x 10" LONG - (12)-SDSY4"x1Y2" (2)-3/4" BOLTS � � �
Fir-Larch 2. GENERAL REQUIREMENTS: _ � � �
# � (2)-SIMPSON LS70 (10)-10d x 1Y2" (10)-10d x 1Y2" �
b. Studs shail be Stud grade and better pouglas Fir-Larch or Hem Fir. a. Structural erection and bracin The structural drawin s illustrate the com leted structure
c. Built-up posts shall consist of Douglas Fir-Larch or Hem Fir #2 or better 2x4 or 2x6 studs g' g p � SIMPSON WPU 5.50/7.25 (3)-10d x 1Y2" (4)-16d (6)-10d �9 �
er lan and shall be nailed to ether with 2 rows of 16d nails C� 6" on center alon each with all elements in their final positions, properly supported and braced. The contractor, in
p p g g the proper sequence, shall provide shoring and bracing as may be required during construction �M SIMPSON TS18 - (7)-16d (7)-16d � °�
stud. to achieve the final com leted structure. Contact structural en ineer for consultation not in � �
d. Built-up beams consisting of multiple 2x members shall be nailed together with two rows of P g � � SIMPSON ITS 2.37/11.88 (4)-10d x 1Y2" (2)-10d - � p� �
16d nails spaced at 12" on center, or with two rows of 1/2" diameter thru-bolts spaced at contract) as required. „ _ �
b. Shop drawings: Submit shop and erection drawings for structural steel to engineer for review � SIMPSON ITS 1.81/11.88 (4)-10d x 1Y2 (2)-10d �
24" on center. prior to fabrication. This review is for general compliance with the intent of the structural � �
e. Top and bottom plates shall be Dougias Fir-Larch or Hem Fir #2 and better. Plates placed � SIMPSON THAC418 (4)-10d x 1Y2" (2)-16d (6)-10d �
directly on concrete walls or slabs shall be pressure-treated Hem Fir #2. design. The architect and/or contractor are responsible for checking quantities, dimensions _
and coordination with other trades. � 3/6"x4" FILLET � 4 SIDES FIELD WELD BEAM TO SUPPORT
f. Ledgers attached to concrete walls shall be treated Hem Fir #2, or if LVL material is used, � �
c. Dimensions: Check all dimensions against architectural drawings prior to construction. Do „ „ >,
shall have a continuous waterproof inembrane between the concrete and the wood. � 3/6 x4 FILLET � 4 SIDES OF Y4 BENT PLATE TO SUPPORT FOR SLIP CONNECTION Q BM
g. Wood beams bearing in beam pockets in concrete or masonry walls shall bear on a treated not scale drawings.
i d. Construction practices: Generai contractor is res ponsible for means, methods, techni ques, � Y4" S T I F F E N E R P L A T E 3/s�� F I L L E T 3/s�� FILLET (2)-3/4" BOLTS � �
2x6 bearing block. Provide /�" clearance around end of wood beam. Block against sides of sequences and procedures for construction of this project. Notify structural engineer of pTq
beam pocket with treated 2x blocking to provide lateral support for beam. � (2)-Y4" STIFFENER PLATE 3/s�� FILLET 3/s�� FILLET (2)-3/4" BOLTS ��
h. Beneath solid or built-up columns noted on plans, blocking of area equivalent to column omissions or conflicts between the working drawings and existing conditions. Coordinate
above shall be provided within floor joist spaces and in wall spaces below. Door or window requirements for mechanical/electrical/plumbing penetrations through structural elements with � 3/$" STIFFENER PLATE 3/s�� FILLET 3/s�� FILLET (5)-3/4" BOLTS �
structural engineer. Jobsite safety is the sole responsibility of the contractor. All methods
trimmers consisting of a single stud do not require special blocking in the joist space. � SIMPSON WP 5.50 11.88 3/s�� FILLET 3/s�� FILLET (5)-3/4" BOLTS �
i. Except as noted otherwise, minimum nailing shall be provided as specified in the "Fastening used for construction shall be in accordance with the latest editions of the IBC/IRC. � �
Schedule" on the drawings (2009 IBC Table 2304.9.1). e. Details not specifically shown on the drawings shall be constructed in a manner similar to the � SIMPSON HUCQ1.81/9-SDS - (8)-SDSY4"x13/4" (4)-SDS Y4"x13j4"
Bolts used for wood framin connections shall be installed with standard washers and nuts. details that are shown for like conditions. These items shall be brought to the attention of
�' g the structural engineer as soon as possible for approval. Approval shall be obtained prior to � SIMPSON HU1.81/5 - (12)-16d (4)-10dx1Y2"
k. Unless noted otherwise, steel connectors such as those manufactured by the Simpson installation.
Company shall be used to join rafters, joists or beams to other beams at flush-framed f. All waterproofing and flashing is the responsibility of the architect and contractor.
conditions. Use all specified nails. Connector conditions not otherwise noted shall utilize Type g It is the responsibility of the contractor to contact the structural engineer at the appropriate
U or Type HU hangers of a size specifically designed for the member supported, as shown in time to perform site observation visits. Observation visits to the jobsite by the engineer are
the manufacturer's published tables. Contact structural engineer for details as required. for determination of general conformance with the construction documents and shall not be
I. Wood nailer plates installed on steel beams or concrete walls for top-flange hangers shall be construed as inspection.
ripped to match the width of the wall or beam flange. Nailer plates supporting top flange h. Though every effort is made to provide a complete and clear set of construction documents,
hangers from one side only shall be installed flush with the face of wall or beam flange at discrepancies or omissions may occur. Release of these drawings anticipates cooperation and
the hanger locations. continued communication between the contractor, architect and engineer to provide the best
m. Manufactured joists shall be from an approved manufacturer and shall be equivalent in load possible structure. These drawings have been prepared for the use of a qualified contractor I-JOIST OR LVL
carrying capacity and deflection criteria to BCI 6000 & 60 series joists in the depths and experienced in the construction techniques and systems depicted. HEADER TO MATCH
spacings indicated on plan. Provide blocking, bracing, web stiffeners and other accessories as
required by the manufacturer. OSB rims shall be APA Performance Rated Rim Board material. DEPTH OF FLOOR
n. Laminated veneer lumber (LVL) shall have the following minimum properties:
` J ` �' JOISTS
1. Flexural stress --------------------------- 2600 psi X r �
2. Modulus of elasticity ----------------------- 1,900,000 psi � � �
3. Tension parallel to grain --------------------- 1850 psi
4. Compression parallel to grain ----------------- 2310 psi � J J
5. Compression perpendicular to grain (parallel to glue line) 750 psi � m m
6. Horizontal shear ------------------------- 285 psi � � L J �
7. Connection of multiple-member beams: � , � �
A. Top-loaded beams
i) For members 12" deep or less, nail each member to the next with 2 rows of
16d nails at 12" o.c.
ii) For members greater than 12" deep, nail each member to the next with 3 designed by MTN/JRW
rows of 16d nails at 12" o.c.
B. Side-loaded beams drawn by M TN/JM 0
i) For two or three member beams, nail each member to the next with 3 rows 2 TYPICAL PLUMBING MECHANICAL HEADER " ' " checked b TDH
of 16d nails at 12" o.c. � SCALE: 3/4 = 1 -0 Y
ii) For four member beams, bolt through with 2 rows of 1/2" diameter bolts at S1 ISSU2d
12" o.c.
iii) For members consisting of more than four members, contact structural PRELIM 03/02/12
engineer.
o. All lumber used in construction shall have a maximum moisture content of �g�. PRICING 03/06/12
p. Unless made of treated or naturally decay-resistant wood, all deck beams and joists (including �
glue-lams) wider than 11/�" shall be sealed and flashed at the top surface per architect. 100% CD S 06/27/12
q. Drive pins specified on plan shall be powder actuated fasteners by Ramset, Powers, Hilti, or SEE FRAMING PLANS
approved equivalent. Fastener and load size shall be determined according to manufacturers FOR HEADER SIZE
recommendations for materials being attached.
r. Framing Notes:
1. Exterior walls: PROVIDE A MINIMUM
A. All exterior walls are 2x6 studs C�? 16" o.c. to a maximum height of 12'-6", 2x6 OF ONE KING STUD,
studs � 12" o.c. to a maximum height of 14'-6", and (2)-2x6 studs � 16" to a OR AS SPECIFIED ON
maximum height of 17'-4" unless otherwise noted. Walls taller than 17'-4" shall PLAN
be framed with manufactured laminated studs. Contact engineer for spacing � POSTS SPECIFIED ON PLAN
requirements, if not indicated on plan. Cap with a double top plate installed to INDICATE TRIMMERS ONLY AND
provide overlapping at corners and at intersections with other partitions. If overlap DO NOT INCLUDE KING STUDS sheet
is not possible, strap top plates with metal strap ties (Simpson ST292 or
equivalent).
� TYPICAL WINDOW/DOOR HEADER SCALE: 3/4" = 1 '-0"
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1 TYPICAL CONCRETE STEPS SCALE: 3/4" = 1'-0" > 12 I I �� � S5 �3%�� � i �n °- >
T.0.W. = 101 —0 ` � � � 2
S2 ��v � B.O.W. = 97'-0 S5 � I
\ q , H � � � 5" CONCRETE SLAB ON 4" CLEAN � ,� �
° o`r T.O.F. = 94 —8 � 5» GRAVEL BASE ON UNDISTURBED GRADE � �
� J OR COMPACTED STRUCTURAL F1LL PER � � � S', �
`v ^� T.O.W. = 98'-0 � SOILS ENGINEER. REINFORCE SLAB � I �\ � �O 62"
T.O.F. = 94'-8 WITH 6x6—W1.4xW1.4 WELDED WIRE T.O.W. = 105'-0 � � ` \ � � I
FABRIC THROUGHOUT. PROVIDE 1Y4" T.O.F. = 97'-8 � I � �/�� � 2�1 8 �
2'-65�g" I I TOOLED CONTROL JOINTS AT 10'-0" � � \ � �" 8 j�,
0 5 MAXIMUM SPACING EACH WAY, TYP. C O O R D I N A T E C O N T R O L � � � - � I
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1Y2" DRYPACK GROUT 1"x7"x1'-0" STEEL BASEPLATE �o ��� 12 I I I T.O.W. =100'-0 S5 � � �� — _ __� � J � / ���
1 —7%g a T.O.L. = 9 8'—7 n 2 �� � I � � �
CONCRETE SURFACE ° — � S5 H �� T.O.F. = 95'-8 �II�— —____ � L ___ JII� � �� _ I
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1 2 TYP 4 a I T.O.W. = 98'-0 � � � 99'-0 �� � I
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�
w � A ��� S5 3'_g� �� - T.O.W. = 105'-0 9
� �
� O �' ° � a ,= L � � STEP 5 4�, 2,_6��,�� ° T.O.F. = 97'-8 S5 �n
w � � S5 SIM. — � T.O.F.� 8
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S2 A � � I �'-11%�� 4 SLAB � T.O.SLAB = 100'-0 � — _ _ I II �
� I I T.O.F. = 98'-7 w � 7� � � �
� I STEP T.O. �n : � �
� 5'-10" I SLAB -� 11 � I� — ��
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3�2" 7'-103�g" 10'-0" 10'-0" T.O.W. =100'-0 14 S5 � 1� — _ � � �
T.O.F. = 95'-8 S5 100'-0 � � � ��
4
o pN I T.O. SLAB T.O.W. = 105'-0 � I � � � �
� 99 —6
I T.O.W. = 99'-4 ' S5
00 � T.O.W. = 101'-0 W w T.O. SLAB T.O.F. = 97 —8 I I � �
T.O.F. = 95'-8 8„x12"x36" � � � �
� B.O.W. = 98'-0 � � E = 2'—d" � w THICKENED SLAB STEP T.O. I L �
A �r. A T.O.F. = 95'-8 D � A �n � — SLAB I �- � � � �
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15 4" CLEAN GRAVEL BASE ON - I I I � 99 —1 �
B.O.W. = 97'-0 w N T.O. SLAB 8
N OR TH � =� UNDISTURBED GRADE OR � m � � - - I T.O. FTG �\`n � � �
T.O.F. = 94 —8 S5 � COMPACTED STRUCTURAL FILL PER � Q� I S5 �
�O U N D A T I O N P L A N " ' " I SOILS ENGINEER. RE�NFORCE SLAB � � FLOOR 99�_5Y2 4 I � � � �
SCALE: � 4 = 1 -0 � W I T H 6 x 6—W 1.4 x W 1.4 W E L D E D W I R E A D R A I N T.O. SLAB � � N
PLAN NOTES FABRIC THROUGHOUT. PROVIDE 1" F J 3 � T.O.W. = 105'-0 S5 N . p� � �
DEEP SAWN OR TOOLED CONTROL � �_ 3 �� , � „ T.O.F. = 97'-8 �,��� r��`r � � �
1. ELEVATIONS OF CONCRETE FOUNDATION ELEMENTS INDICATED ON PLAN THUS: J O I N T S A T 1 0'—0" M A X I M U M 1 3 2�q. S 5 6 —4�2 � � �
T.O.W.=TOP OF CONCRETE WALL T.O.F.=TOP OF CONCRETE FOOTING SPACING EACH WAY. I � � � �
THESE ELEVATIONS RELATE TO 100 —0 AS A REFERENCE ELEVATION AT THE MAIN COORDINATE CONTROL JOINT I I �
FLOOR, AND DO NOT REFLECT ACTUAL SITE ELEVATIONS. � LOCATIONS WITH ARCHITECT, TYP. �t » » � � �
5 CONCRETE SLAB ON 4 CLEAN � p
2. TOP OF FOOTING ELEVATIONS ARE BASED ON FINDING ADEQUATE SOIL BEARING � �n � ° I— GRAVEL BASE ON UNDISTURBED GRADE I � �
CONDITIONS AT THAT DEPTH. CONTACT ENGINEER IF OVEREXCAVATION IS REQUIRED. � N 00 STEP � � OR COMPACTED STRUCTURAL FILL PER STEP
N � SOILS ENGINEER. REINFORCE SLAB IT.O.F. �
3. STEPS IN TOP OF CONCRETE WALL INDICATED: � �N g WITH 6x6—W1.4xW1.4 WELDED WIRE �
FABRIC THROUGHOUT. PROVIDE 1Ya"
4. CONTINUOUS CONCRETE FOOTINGS ARE CENTERED BENEATH CONCRETE FOUNDATION TOOLED CONTROL JOINTS AT 10'-0" �
WALLS UNLESS NOTED OTHERWISE. MAXIMUM SPACING EACH WAY, TYP. I �
5. CONCRETE FOUNDATION WALLS ARE 8" THICK AND CONTINUOUS FOOTINGS ARE 8" � A COORDINATE CONTROL JOINT I
THICK x 16" WIDE UNLESS NOTED OTHERWISE. N LOCATIONS WITH ARCHITECT, TYP. p
� II �
6. ALL OPENINGS AND STEPS IN CONCRETE WALLS SHALL BE VERIFIED WITH ARCHITECT _ 2
AND CONTRACTOR. �
� S5 T.O.W. =100'-0 T.O.W. = 103'-0 I 10 ;
00 . T.O.F. =195'-8 T.O.F. = 95'-8 S5 ^�`�
7. POSTS FROM ABOVE ARE INDICATED: � o w H w
STEEL COLUMNS FROM ABOVE ARE INDICATED:�❑ I o Q � � a m �
o � � �Q � � m
8. DO NOT SCALE DRAWINGS. U' �' � � � � �
%/ I
� � - � 1
� STEP I 'N
I pN I rn
SPREAD FOOTING SCHEDULE "' A � � H L �;
N
\ i/� � T.0.W. = 98=5 � �
TYPE SIZE REINFORCING - r� T.O.F. — 95 8
N
A 2'-0 x 2'-0 x 1'-0 (3)—#5's x 1'-6 EA. WAY I � I I I I
B 2'-6 x 2'-6 x 1'-0 (3)—#5's x 2'-0 EA. WAY � �
0o H T.0.W. = 100'—0 I
C 3'-0 x 3'-0 x 1'-0 (4)—#5's x 2'-6 EA. WAY _ _ _ �� � T.O.F. =1 95'-8 6 ' I �
D 3'-6 x 3'-6 x 1'-0 (4)—#5's x 3'-0 EA. WAY N � - - �� I T.O.W. = 98'-4 �,_ I 6� N`�
E 4'-0 x 4'-0 x 1'-0 (5)—#5's x 3'-6 EA. WAY � � � _ — I Oe T.O.F. = 95 —8 8 �
F 4'-6 x 4'-6 x 1'-0 (5)—#5's x 4'-0 EA. WAY — —� \� � � � I designed by MTN/JRW
� 5'-0 x 5'-0 x 1'-0 (6)—#5's x 4'-6 EA. WAY \ 15 � � � � � S5 B I drawn by MTN �MO
�n � � � � � � �_ J checked by TDH
H 5'-6 x 5'-6 x 1'-4 (7)—#5's x 5'-0 EA. WAY S5 q �
I I � � � �� issued
, 99'-0
Q\�� T.O. SLAB PRELIM 03f02/12
GpNG��S T.O.W. = 101'—o T.O.W. = 100'-0 _ PRICING 03/06/12
�, ���l �5� �P��' B.O.W. = 98'-0 T.O.F. = 95'-8 �� _ — 1 00% CD�S 06/27/12
�I � � S T.O.F. = 95'-8 I
�'�P• ��—p%" � � —
STONE VENEER ANGLE SUPPORT � 1 1
2���
HEIGHT OF ANGLE EXPANSION � � 18'_3„ 4
VENEER SIZE ANCHORS � � � —9 8'
UP TO 8' 4x4xY4 5/a"� x 4" � 24" _ 21'_ �
35 2'—p 8,�
8' TO 14' 4x4xY4 5/a��� x 4" � 16"
I �
14' TO 20' 4x4x5/s 3/4"f� x 4" C�? 24" 4" _ � sheet
_�
2�_8„
20' TO 26' 4x4x5/6 3/4"S� x 4" C�? 16" �
N
�
NOTES:
1. THIS SCHEDULE IS FOR NON—BATTERED STONE B 1 A 1
VENEER WITH A MAXIMUM THICKNESS OF 6".
CONTACT ENGINEER FOR OTHER CONDITIONS.
2. LOCATE ONE EXPANSION ANCHOR AT 6" FROM
ENDS OF ANGLES AND MIN. 2 ANCHORS PER SEGMENT.
3. ANGLES MUST BE ORIENTED AS SHOWN.
JOB #1202- 06
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PER PLAN 06/29/2012
CAP �: Y2"xBM. WIDTH C 2
X��—H W� �2�-3/4���D
THRU-BOLTS. (1)-EA. � �
SIDE OF WEB. � HSS COL. PER PLAN � � � 'n
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S3 � \ � 12 z � �x
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TO TOP FLANGE BEAM SIZES, TYP. � (� � °�°
f
\ � �sk3j 6, p � �
�
TAPER CANTILEVERED PORTION OF BEAM 4 (�����sy„ y� � o 0
�"� AND MITER CORNER PER ARCHITECT, 8 S7 � � � m
MINIMUM BEAM DEPTH AT TIP = 8" S7 II � � A 2 � o Q
- _ �A NT. � PRO IDE LVL LK . �L S� 3 B 2 I � � o- >
» r - - - _ � BTW . J IST UN ER � �
1 RETURN, TYP. 3/16" � T - - - _ I� ST E ENE R S� '
� 1 0' SY - �� _ AB VE, TYP. /
I .0. DE KIN �4 ��� LV TYP.T. JOISTS, �
-. 13/ ' L V R I P E D T O � s p � �
--�W oZ I Y4>, 12" SLO E C�? 16" .C., ' W 21x 5 16 0•C. P T �� � \
a _ � / \ �
„ �\`� ~ � MI IMU D PTH = 6' � � ��� 0 4" J �
1 RETURN, TYP. 3 16" I�� W � T I ) '� � \ � �
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° � � �r 6 �g 9 �N TY . ,-. � \
�o Q I� ��9'-11» S7 I� 10" HO E C NTE ED �� � � , �6 I
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�xz �� 10g _��,� �r BE M SIM. S7 I� v � � I \
3,� �I �4x �% LV�, � 2' p„ � ^ � r- 1 �ZX6
JL4x4xYax(BM. DEPTH -3") ...� � 6" � „ v- 0"x1 " H LE ENT RE z
W/ (2)-3/y."� THRU-BOLTS EA. Q I RIP TO „ •�• ' 6 0 � » J Q I l2�
LEG OR WELD. SEE PLAN TAPER CANTILEVERED PORTION OF BEAM � � ��" S� PE I.• x A OVE BOT OM OF � c� �
FOR ADD'L REQUIREMENTS AND MITER CORNER PER ARCHITECT, � T 10' 3 ARI S I � EA AN 10'-0" FRO ^� �� X�° `'
MINIMUM BEAM DEPTH AT TIP = 8 � .0. LY D. I� 3 SOU H E D 0 B AM ,� < � ,,� ' �
- =` (2 3 $ L V �` � � �
2 TYPICAL BEAM TO BEAM CONNECTION SCALE: 3/4" = 1 -0" OO �ANT - - _
6 ' 10 1 "� OLE CEN ERE ) 1� 11 j L ��� I� I
S3 8 - -�- _ _ S7 S7 6' AB VE BOT OM J� � '� . N " � 6 \\ �
QP TYP. N� YP. F B AM + � •� �21�2�
J L
S7 w 21 6' �1,1 I
� I; x 5 „o�_ ,,, � �� � � , 3 � 1
4 � '
_ �� �
- -- _ 5 ``L i
- --___ 4 � S7 110' 3 �N TYP. 0 , + � I � �
_ I. T.O. PLY D. , INT RIO HE DE S A E: +,��ti I I �
� S7 (3 -2x 0'S / 1)- x6 ti � 2 �
- - �_ 10' 6 11 0 2x TRI ME AN �� J � S� �
.0. CON RET S (1 -2 6 0 2x KI G .� � � � �
S UD A. IDE TYP w
STL. BM. PER PLAN NLE S N TED �\ � �
(2)-Y2"�x4" LAGS I THE WIS j M\� � �
� � �� ti i -; i � �.
\ � � \ .l ` � �-13x11 � � � �-9
BUILT-UP STUD COL. � � / 1 0 Q 8 LV � '�+ I �
PER PLAN � S� O �O - = r( f �� - � C�
CANT. JOISTS, '�� �O � � 6' � �2X6 � �
� TYP. S7 �+�`+ � HSS gX2x 4 � � ' � l�� � � `�
�� � ^ �- �SLOPEp -�_ �4 �
3 TYPICAL BEAM TO STUDPACK CONNECTION SCALE: 3/4" = 1'-0" I �` X � � o � � ; ; , �� � �d
� � � � � � � �
s3 �i � \ o +�, : � � J � � — —
� � v HSS 8x2xY4° (SLOPED) , x`�� I r � � � - _ � �
0 HSS 6x4x3/s (109'-9Y$») `� cv � �� ox oN I�JI � � � �
r oo � � HSS 8x2xY4„ (SLOPED) , X � �� I I I^��� I 2 2 � � �
x c� +� o � °0 _� v� o I I X� � � p,� �
o � � � = � I I
� � �
M�I ^
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��' •� _ � ) , I �I�I � a�
� � �I � - D J �N TYP. , ' �I � � � � O
, � — — — — 3 � l
� R 109 -9 8 r 2 -13/4x 11�/a LVL � � �o
� OG WELDED J� CANT. i�' 1�� 1�� �1�� z � �
1 `L `1- I � � �
N O R TH tiss ��Q = � " °'
„ , „ +y � � �
M AI N FLOOR FRAM I N G PLAN SCALE: � 4 = 1 -0 g � � �
X �R 2 �
M �+ S7 M�
PLAN NOTES � � 0, YP. 6 I �
, �
1. INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS: 0 HSS 6x5xY2 CANT. � � I � �
..�
2. POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: ❑ �109 -9Y$ � � r - - - - - -W 10x60 110'-03�") T T �� �10'-03/a"� (2 \ � � �
NON CONTINUOUS POSTS FROM ABOVE OR CRIPPLE POSTS ARE INDICATED: � O J G WELDED , ` � �k6 �
SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED: � 15 SIM. � � I r0 (2)-13/4 x 11�/8 LVL '�'" �2J
�
�
3. ALL POSTS ARE LABELED AT THE TOP. S� I � �+6 �
4. FLOOR SHEATHING IS 3/4" TONGUE AND GROOVE APA STURDIFLOOR, EXP.1, SPAN RATING 24 O.C. RIP TOP EDGE OF WOOD ^ � � 110'-6
RAFTERS AT LOW ROOF � � T.O. CONCRETE �
rn
5. (XXX'-XX") INDICATES TOP OF STEEL BEAM ELEVATION. WOOD BEAMS AT THIS LEVEL, EXCEPT TO Y4": 12" SLOPE, TYP. I I � a
HEADERS, ARE FLUSH WITH FLOOR JOISTS UNLESS NOTED (DROPPED). o I " � I
CANT. JOISTS, TYP. :� �� `� 110'-3
6. " " INDICATES CONNECTION TYPE - REF. S1 FOR SCHEDULE. c.� J� o T.O. PLYWD. I
�
cD
c� O I —f'6 x �
7. ALL FLOOR JOISTS ARE 11�b" BCI 6000 1.8 O 16" O.C.. TYPICAL. UNLESS NOTED OTHERNASE. � � � S7
x �
8. INDICATES STONE VENEER ABOVE. C° �
� �
= X S7 �
N
16 6"� HOLE IN I STEEL BEAM ON TYP. �
S7 ' �
I BOTTOM BEA' ADD SHIMS AT 35/$" WIDE
HSS 6x5xY2 CANT. � � I 3 SKEWED HANGERS
� �, � W 21 x68 (110 -0/4 ) THASR/L422 �
(109'-9 ") � - —
15 O � •y I � � 3)-13/ax 11�/$ Ov 'S'ss!
S7 I s '
� s+s I o� � o S7 ��+A
� co ' +�
W10x30 CANT. o �
I � o I � �
(110'-03/4") I o _� � � ��
CONT. 2x6 LEDGER � I � � � I I , j � ATTA H LVL BEAM TO
� �x � I � o� 110 -5 ^\ �� BLOdKING AT STEEL BEAM designed b MTN/JRW
o I ° � . DECKING � = W� 3) 'LL005' SCREWS y
� '- f-
— � = II � OP TYP. �,�� w � � "o.c. drawn by M TN/JM O
— — � � � ° checked by TDH
L J I � ^
� I �� OO , I a � issued
N SJ I w 12x35 � � ' PRELIM 03 /02 12
RIP TOP EDGE OF WOOD �'+6, I (1p9 -2 s") I f /
RAFTERS AT LOW ROOF • � PRICING 03/06/12
TO Ya":12" SLOPE, TYP. II � I� �� — _ '
100� CD S 06/27/12
�v �3/4X���/g LVL LEDGER �I �
+D��k I LD W 10x12 110'-03 " J � W/ (3) 'LL005' SCREWS �f� - - ��
� R � � 160.C.
� O - - - - - - - - - -, I �
�� i i O — —
� 5/8" END PLATE I I - -
REFER TO DETAIL � 1 1
HSS 6x4x3/6 15/S7 �
(109'-9Y$")
CANT.
� sheet
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JOB #1202- 06
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� _ � .�o
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� EQ INV. �1�2��° Uj � a,�
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� � l (1)-13/4 X 14 LVL STRUCTURAL SUB-FASCIA z � �X
� TO BE CONTINUOUS WHERE INDICATED, TYP. Q .� � �
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0 (3) � S6 `�i� � ��
� ' �,, � ik�4 � SPLICE STRUCTURAL SUB-FASCIA Z
� 0�,� �� � WHERE INDICATED, TYP A 2 q 2
O �
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z � pEO � � B 2 � � ,� �
� � �ti,� ; g 2 � � � �
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� � �ANT. `�6' �� Fp� � � f6, RIPPED TO 6Ys" DEPTH � � � � m �
�C TYP. (3�\ � � � -� p Q
k�0 f cn � >
a � -13 X �4 L VL S �S� pF0 � RppP� ) � �' I
o +� LOPEp � �N/G 0 4 CONNECI� STEEL EAMS W/ 3/$" SHEAR PLATE 4 I
o � ^ j3 � AND (3) 3/4" B LTS AT POPOUT, ATTACH 6x6 FRAME
\ �k S6 S6 TO WALL FRAMING W/ (1)-Y2"�x10"
4 �� �
� � � � � �\ � j LAG BOLT � 16"O.C., TYP
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w`v� `° �, S�� F� � � �2k� �ORO I \ (�\ � \�� sk6 �
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,
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c� S�OP `� w \ \ �
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DO I-JOISTS N X�/� HSS 4x4x I ��J
y4 ' ' 3 � 1
TYP. �- �� CONT. MUST BR � NSS I � 3 ` 1 ��'6
_ 7 o RA N AT BM. N I
— U
- - — � ,- CANT. S � ,� `L6 0 � p� 9 � I I co `� 9
- � Z � C.W. � a NI w S6 o I I � � S6
� ^� � � O ��� ' � � �
Z w �2x26 3 � C.W.�� x.�� �
� � SLOPEp �°� � �°'I I �
-�
E i '� - �3� 2x�� .�°c NI � �'� �
.�.
O �� �.�. � ��''�� c� �`�� I-JOISTS � _ �� � l �
(1)-13/4x14 LVL � EO�N • �, ' - _ �`' CONT. r' I I ANCHOR BEAM TO POST W/ CS20 AND r'f I I � p�q
� •.� 0 TS9 STRAP W/ (12)-10d NAILS TO WEB �I �
� - — BLOCKING AND (12)-10d TO POST � ANCHOR BEAM TO POST W/ CS20 STRAP � �
\ w �2x53 SLOP 10 � �� � I r, BENT UP AND OVER BEAM W/ (12)-10d
�I$ ��ROP _ E�� S6 z - - � �� NAILS TO EACH FACE OF POST
LOW ROOF FRAMING �5�- PED) �_ � � I �Jj �
AT POPOUT 5 o c� - /�� �
� �,S`' 2 � - � 2x8's C�? 24" O.C. �
� S6 � ��� - �� - RIPPED TO 6Ys" DEPTH � �°4 �
.� N _ _ � �9
� ����' � � - � �
o � �k - - _ - �
``' � 0�1' I � — _ I � — — _ �� � � �
o —
�� � �
� �
° x a I LOOOKOUT� BRG.TER & 2 2 L O W B A Y R O O � �
LINE OF ROOF BELOW� N `�' o � � �
SEE FLOOR FRAMING PLAN �R A M I N G P L A N Q K I TC H E � � � �
16 cv 3 °
S6 � SJ�2X6 � � �
� S6 SCALE: 1 /4" = 1 '-0" � �
� � 3 �
--� ' o � �
�^ � �
�,� o ���TYP. i � � �
d � j r � �� �
—� O IN J � �
• �� � � � 15 �
� � �
NORTH � � ��. I� `� a s6 � �
ROOF �RAMING PLAN SCALE: 1 /4�� _ � �-o�� S6 � � M,� � � _ , �
� � � � � �
PLAN NOTES ^� N �� � `�+ ��-`- x (3)-2x12 (�ow) � � �
�- �� � �
�-- �° -13/4x 11�/s LVL � �
�--�--_ �
1. INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS: 0 =—_ ------ � __� �O �
��=-��-t_� �J� � 6 �
2. POSTS BELOW ARE INDICATED: ❑ �
NON-CONTINUOUS POSTS FROM ABOVE OR CRIPPLE POSTS ARE INDICATED: � ol � v �1� I EXTERIOR HEADERS ARE:
SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED:� DO NOT RUN JOISTS CONT. (1)-13/4" 9Y 2" LVL o �^ � (3)-2X10'S W/ (1)-2X6 � �
MUST BREAK RAFTER SPAN AT WALL � . TRIMMER AND (1)-2X6
3. ALL POSTS ARE LABELED AT THE TOP. C� 12"0. . (LOW " m '- � KING STUD EA. SIDE, TYP. �
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4. ROOF SHEATHING IS 5/8" APA RATED SHEATHING, EXP.1, SPAN RATING 40/20. � 3/16"
5. "� " INDICATES CONNECTION TYPE - REF. S1 FOR SCHEDULE. � �I . . �2 � AT POPOUT, ATTACH 6x6 FRAME SEE PLAN �
ADD W . AND 6 � T.O. BEAM
6 I o I HIMS AT 35/$"WID (3 I TO WALL FRAMING W/ (1)-Y2"�x10"
6. ROOF BEAMS, EXCEPT HEADERS, ARE FLUSH FRAMED UNLESS NOTED AS (DROPPED). BEAM S6 � SK- GERS ^�`�� � LAG BOLT � 16"O.C., TYP
ELEVATIONS NOTED (XXX'-X) INDICATE TOP OF BEAM ELEVATION. � X THASR/L4 x� �
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7. ALL ROOF RAFTERS ARE 14' BCI 60 2.0's O 16' O.C., TYPICAL. UNLESS NOTED OTHERWISE �—
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STEEL BM (LOW) C�? 24"O.C. LVL HEADER (LOW)
ROOF SHEATHING SEE PLAN SEE PLAN
CONT. LVL BEAM PER PLAN 2x8 JOIST (RIPPED) � 24"O.C.,
SEE PLAN
SEE PLAN
LVL BM
6x6 FRAME AT POPOUT SEE PLAN
�� o QX TYP. 8 SCALE: 3/4" = 1'-0" 4 SCALE: 3/a" = 1'-0"
N S6 S6
Y2"x8" LAG BOLT LVL RAFTERS PER PLAN
� 24"0.C.
13/4x14 LVL STRUCTURAL I—JOIST BLKG. BTWN.
SUB—FASCIA, SEE PLAN RAFTERS � BRG., TYP.
14" I—JOIST RAFTERS
SEE PLAN
I—JOIST BLKG. BTWN.
RAFTERS � BRG., TYP.
12 SCALE: 3/4" = 1'-0"
14" I—JOIST RAFTERS
S6
SEE PLAN
DA TYP. 13/4x14 LVL STRUCTURAL
� VARIES (SLOPED) SUB—FASCIA, SEE PLAN
I—JOIST BLKG. BTWN. �
T.O. (HIGH) BEAM RAFTERS � BRG., TYP.
CONT. BEVELLED BRG. h' (2)-10d NAILS C�? EA. RAFTER O
(DO NOT NOTCH I—JOISTS) (ONE IN EA. FLANGE, TYP.)� OO TYP. �A TYP. �
13/4x14 LVL STRUCTURAL 122�_8Y2»
(2)-10D NAILS C�? EA. RAFTER SUB—FASCIA, SEE PLAN �
(ONE IN EA. FLANGE, TYP.) STEEL BM (HIGH) VARIES SLOPED T.O. PLATE � �
SEE PLAN T.O. (HIGH) BEAM (2)-10d NAILS � EA. RAFTER 14" I—JOISTS PER PLAN �
VARIES CONT. BEVELLED BRG. Fj' (ONE IN EA. FLANGE, TYP.) VARIES CONT. BEVELLED BRG. � � �
ROOF SHEATHING SEE PLAN SEE PLAN
CONT. LVL BEAM PER PLAN (DO NOT NOTCH I—JOISTS) (DO NOT NOTCH I—JOISTS) �
SEE PLAN � �
HEADER (HIGH) HEADER (HIGH) �
16 SCALE: 3/4" = 1'-0" SEE PLAN SEE PLAN � � � �
e �X TYP. � �
S6 �
9Y2" LVL RAFTERS 6x8 FRAME AT POPOUT rT �
LVL RAFTERS PER PLAN SEE PLAN �� � �
119'-6�'° �/� � -T�j-- �
� VARIES SLOPED T.O. (LOW) BEAM � � � �
T.O. (LOW) BEAM 2x STUDS � 16"O.C.
2x6 STUDS � 16" INTERIOR WALL �� � � �
W/ Y2" PLYWD. OR N � � O �
OSB SHEATHING � �� �� F�
Y2 x8 LAG BOLT HEADER LOW
HEADER (LOW) � 24"O.C. SEE PLAN ) � � �
SEE PLAN
� � � �
I—JOIST BLKG. BTWN. � �
RAFTERS C� BRG., TYP. �� SCALE: 3/4" = 1'-0" 7 SCALE: 3/4" = 1'-0" 3 SCALE: 3/4" = 1'-0" � �
S6 S6 S6 � � � ^
DA TYP. � �
13/4x14 LVL STRUCTURAL � �
SUB—FASCIA, SEE PLAN � �
�
(2)-10d NAILS � EA. RAFTER 14" I—JOISTS PER PLAN 14" I—JOIST � �
SEE PLAN �
(ONE IN EA. FLANGE, TYP.) CONT. BEVELLED BRG. �'
(DO NOT NOTCH I—JOISTS) � �
HEADER (HIGH) 2x NAILER PLATE, � �
SEE PLAN TYP. (4)-10d NAILS INTO SOLID BLKG. BTWN. �
EA. LOOKOUT, TYP. LOOKOUTS � BRG.>
TYP. �
6x6 FRAME AT POPOUT EQ. EQ. �
� � � �A TYP. �
2x6 STUDS � 16" W/ i� I � � I 13/4x9Y2 LVL RIM BOARD,
Y2" PLYWD. OR OSB � I � I TYP.
SHEATHING
9Y2" LVL BLOCKING
�� � 24"O.C. QA TYP.
�
N DRYWALL NAILER
W12 STEEL BM W12 STEEL BM
Y2"x8" LAG BOLT SEE PLAN SEE PLAN AS REQ'D, TYP. 13/4x14 LVL
C�? 24"O.C. HEADER (LOW) — STRUCTURAL DRYWALL NAILER
SEE PLAN 3/4" A325N BOLT,
W12 STEEL GIRDER 2x6 STUDS � 16" gy2 LVL RAFTERS SUB—FASCIA, TYP. AS REQ'D, TYP.
TYP SEE PLAN W/ Y2" PLYWD. OR PER PLAN
OSB SHEATHING
14" I—JOIST OR 14" I—JOISTS
LVL LOOKOUTS � PER PLAN
24" O.C., TYP.
15 SCALE: 3/4" = 1'-0" 10 SCALE: 3/4" = 1'-0" 6 SCALE: 3/4" = 1'-0"
2x6 STUDS C� 16" �
S6 S6 S6
W/ Y2" PLYWD. OR
OSB SHEATHING
2 SCALE: 3/4" = 1'-0"
S6
(4)-10d NAILS INTO SOLID BLKG. BTWN.
14" I—JOIST RAFTERS �—JOIST BLKG. BTWN. EA. LOOKOUT, TYP. LOOKOUTS � BRG.,
SEE PLAN RAFTERS � BRG., TYP. TYP.
EQ. EQ.
13/4x14 LVL STRUCTURAL
SUB—FASCIA, TYP.
designed by M TN/JR W
DA TYP. 13/4x14 LVL STRUCTURAL M TN �M O
SUB—FASCIA, TYP. drawn by �
�22'—�" 0 TYP. checked by TDH
(4)-10d NAILS INTO SOLID BLKG. BTWN. T.O. STEEL VARIES SLOPED
EA. LOOKOUT, TYP. LOOKOUTS � BRG., W12 SLOPED RAFTER CONT. BEVELLED BRG. R T.O. (HIGH) STEEL BEAM issued
TYP. PER PLAN (DO NOT NOTCH I—JOISTS) DRYWALL NAILER
EQ. EQ. AS REQ'�, TYP. PRELIM 03/02/12
(2)-10D NAILS C� EA. RAFTER STEEL BM (HIGH) 14" I—JOIST OR 14" I—JOISTS I—JOIST BLKG. BTWN. PRICING 03/06/12
13/4x14 LVL STRUCTURAL (ONE IN EA. FLANGE, TYP.) SEE PLAN LVL LOOKOUTS �
STEEL BM (HIGH) PER PLAN A ER .> Y . � 00% CD�S 06/27/12
SUB—FASCIA, SEE PLAN 24" O.C., TYP. SEE PLAN
DA TYP. FILLER, BY OTHERS 13/4x14 LVL STRUCTURAL
SUB—FASCIA, SEE PLAN
VARIES SLOPED 6x6 FRAME AT POPOUT , „ 6x8 HEADER �A TYP. I—JOISTS PER PLAN
T.O. (HIGH) BEAM 119 —6 ,� A T P O P O U T (2)—1 0 d N A I L S � E A. R A F T E R VARIES
D R Y W A L L N A I L E R 14" I—JOISTS 118'-4Y" =�� T.O. STEEL > (ONE IN EA. FLANGE, TYP.)
AS REQ'D, TYP. PER PLAN T.O. STEEL BEAM N 1 1 9 —6 Y" SEE PLAN C O N T. B E V E L L E D B R G. R
T.O. (LOW) STEEL BEAM (DO NOT NOTCH I—JOISTS)
14" I—JOIST OR STEEL BM (LOW) ��
LVL LOOKOUTS � 5/8" THRU—BOLT SEE PLAN '�
24" O.C., TYP. LVL BEAM (HIGH) � 24"O.C. N � 2x6 STUDS � 16" sheet
SEE PLAN 2x8 JOIST (RIPPED) C�? 24"O.C., 5/s" THRU—BOLT 0 BySHEA HIDNG R
SEE PLAN � 16"O.C.
HEADER (LOW)
STEEL BM (LOW) SEE PLAN
SEE PLAN
0
14 SCALE: 3/4" = 1'-0" 9 SCALE: 3/4" = 1'-0" 5 SCALE: 3/4" = 1'-0" 1 SCALE: 3/4" = 1'-0"
S6 S6 S6 S6
JOB #1202- 06
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RIPPED 2x SLEEPERS � 16"O.C. �'` ��°�� ���
DECKING °,���, m�����,���.
BY OTHERS WATERPROOFING ����Of���°�
BY OTHERS
06/28/2012
109'-11"
T.O. STEEL �Y ° ° DY
�
� r
rn °� �
'� � i
STEEL BEAM a� o, �
RIPPED LVL JOISTS
SEE PLAN SEE PLAN z � � �
� �o
— � o �
� rn
� � o'"
WATERPROOFING BY OTHERS 3 >, , » ~ � �X
9 SCALE: /4 = 1 —0 Z
RIPPED LVL Q •L � �
JOISTS PER PLAN Y2" EXPANSION JOINT S� J �
RIPPED 2x CONCRETE TOPPING
SLEEPERS �
� �rn
DECKING BY OTHERS CONCRETE TOPPING � �
�
° a � a � : ° 110'-3 RIPPED 2x SLEEPERS C�? 16"O.C. U — � �
T.O. PLYWD. > � � o0
WATERPROOFING Y2' EXPANSION JOINT � �
x
� OTYP. BY OTHERS Y2"x2"x21" CONT. BENT PLATE ° � °, ° " ° ° � 110'-3 � � m o
OTYP. ' (SEE ARCHITECTURAL) T.O. PLYWD. � J
�� 110�-03�4» � u � >
w ? T.O. STEEL
� �
LEDGER PER PLAN 11�/$" I—JOISTS PER PLAN. > �
LVL JOISTS PER PLAN AT �,.
HANGER 1Ys" OSB RIM BOARD
RIPPED LVL JOISTS SEE PLAN � » � »
SEE PLAN STEEL BM 11 /$ BLOCKING 11 /$ JOISTS
SEE PLAN � 24"O.C. SEE PLAN
HEADER
13 SCALE: 3/4" = 1'-0" 8 SCALE: 3/4" = 1'-0" SEE PLAN
S7 S7
4 SCALE: 3/4" = 1'-0"
S7
2x6 STUDS � 16" CONCRETE TOPPING TYP. AT
W/ Y2" PLYWD. OR F P MOMENT
OSB SHEATHING W12 COLUMN CONTINUES FRAME
Y2" EXPANSION JOINT AT (LOW) BEAM�II 3j$" STIFFENER PLATE, EACH SIDE �
e a ., � �a 110'-3 �
T.O. PLYWD. �
�
,
— � 2x6 STUDS � 16" CONCRETE TOPPING
STONE VENEER PER ARCH. �
2x6 STUDS Q 16 I—JOIST BLOCKING
W/ Y2" PLYWD. OR W/ Y2" PLYWD. OR �
OSB SHEATHING OSB SHEATHING AT EACH JOIST BAY �
HSS FASCIA CONCRETE TOPPING Y2" EXPANSION JOINT �
Y2" EXPANSION JOINT � �
SEE PLAN e 1Y8» OSB RIM BOARD � ° ° " " ° � 110'-3
LVL BLOCKING � „ W12 STEEL BEAM W12 BEAM CONTINUES T.O. PLYWD. � �
11 /8 LVL JOISTS �
�09,_9Y$„ � I—J O I S T B L O C K I N G S E E P L A N SEE PLAN S E E P L A N A T C E N T R A L C O L U M N S �
�TYP. AT EACH JOIST BAY � � �
T.O. HSS W12 STEEL COLUMN� �
Q TYP. Q TYP. 5/8>,x12Y4"x6Y2" � � �
CONT. L PER SCHEDULE SEE PLAN rT �
CAP PLATE
�4
SEE SHEET S2 106'-11Y2" ,� SEE RPLAN �� �
SEE PLIAN 11�/8" JOISTS T.O. STEEL BM. � �
SEE PLAN FILLER, BY OTHERS 3 11�/8" JOISTS � �
7 MOMENT FRAME SCALE. /4 = 1 -0 SEE PLAN �
2x6 LEDGER W/ (2) 'LL358' � � �
S7 �
SCREWS � 16"O.C. � 2x6 STUDS � 16" ' 2x6 STUDS @ 16" (�°�
W/ Y2" PLYWD. OR 1Ys" OSB RIM BOARD W/ Y2�� PLYWD. OR � ^ � �
OSB SHEATHING W10 STL BM. OSB SHEATHING �
1Ya" OSB RIM BOARD SEE PLAN � � �
� � �
� �
12 SCALE: 3/4" = 1'-0" 3 SCALE: 3/4" = 1'-0" �
16 SCALE: 3/4" = 1'-0" S7 S7 � � � �
S7
� � � n
W12 STEEL COLUMN � � �
SEE PLAN � � �
�
W10 BM. (CANT'D) � �
SEE PLAN 5/$"x12Y4"x6Y2" �
— W10 CONT. AT SIM. BASE PLATE � �
HSS BEAM (CANT'D) 2x6 STUDS � 16" � �
SEE PLAN W� y2" PLYWD. OR � 2x6 STUDS � 16" CONCRETE TOPPING
OSB SHEATHING CONCRETE TOPPING W Y2" PLYWD. OR �
CONCRETE TOPPING Y4„ �
Y2" EXPANSION JOINT TYP. OSB SHEATHING �
L4x4xY4 x 5Y2„ LONG a a ° , < a , <a a W21 STEEL BEAM
Y2" EXPANSION JOINT
3/4�� BOLT � a : e 110�-03�4�� 110 —6 a SEE PLAN � . � � 110 —3 �
>
110'-3" d
T.O. STEEL T.O. CONC. ° °: ` `°° ° 3/8"x6Y2"x205/8' FLANGE PLATE T.O. PLYWD.
Ya"x4"x8" STIFFENER T.O. PLYWD.
EACH SIDE. — OMIT AT �,. � M •
� '
I� � r
5/$" CAP PLATE ��
AT END OF W21 BEAM
4 SIDES Y4 —AT END OF W10 AT $IM. I� W12 STEEL COLUMN 5 » 1Ys" OSB RIM BOARD 11�/$" BLOCKING
HSS FASCIA @ HSS 3/s�� 3/8" STIFFENER i� SEE PLAN /s x12Y4"x6Y2"
CAP PLATE � 24"O.C.
� LVL BEAM SEE PLOIN TS
SEE PLAN 11 /$ I—JOISTS PER PLAN.
FLANGES & WEB � W10 LVL JOISTS PER PLAN AT �i SEE PLAN
— OMIT AT � 3�s��
W21 BEAM, SEE PLAN
109'-9Ys" — W10 BEAM AT �,_ W21 STEEL BEAM W21 STL BM. PER PLAN W/ 6 SCALE: 3/4" = 1'_0" 2x6 STUDS � 16"
T.O. HSS SEE PLAN CONT. 2X R DRIVE—PINNED W/ Y2" PLYWD. OR
TO TOP FLANGE S� OSB SHEATHING
3/4"X5Y2"x10" CAP PLATE HSS COLUMN
W/ (4)-3/4" BOLTS SEE PLAN
11 SCALE: 3/4" = 1'-0" 2 SCALE: 3/4" = 1'-0"
STEEL BASEPLATE TO MATCH
S7 CAP PLATE BELOW S7
WATERPROOFING
BY OTHERS
15 SCALE: 3/4" = 1'-0" STEEL COLUMN
S7 SEE PLAN desi ned b
2X DECKING g y M TN/JR W
II CONCRETE TOPPING drawn by M TN/JM 0
WATERPROOFING RIPPED 2x SLEEPERS 2x6 STUDS @ 16" CONCRETE TOPPING checked by TDH
BY OTHERS D00 ARCHITECTURAL SEE�IPLANNDYPANGER W� y2" PLYWD. OR
2x DECKING � � issued
OSB SHEATHING
°° °°.a ° aa a . aa � �a .� 110'-3 /
CONCRETE TOPPING ^ $-- Y2" EXPANSION JOINT PRELIM 03/02 12
CONCRETE TOPPING T.O. PLYWD. a e : � ^ l
RIPPED 2x SLEEPERS ` ° ° 110'-3 PRICING 03/06/12
RIPPED LVL JOIST T.O. PLYWD. �
110'-6 SEE PLAN 100% CD S 06/27/12
, „ , „
� < � 110 —3 T.O. CONC. a a a , � � , ;a< , 110 —3
T.O. PLYWD. T.O. PLYWD.
0 0
3/$" STIFFENER, EACH SIDE
�TYP. � � �TYP. 1Ys" OSB RIM BOARD
�� �� 11�/$" J01 STS
TAPER BOTTOM FLANGE AT 1:12 SLOPE, SEE PLAN
RIPPED LVL JOISTS SEE PLAN FOR MINIMUM DEPTH REQ'MT Y4" TYP. STEEL BEAM
SEE PLAN 11�/$" I—JOISTS PER PLAN. 11�/8" I—JOISTS PER PLAN. SEE PLAN � 2x6 STUDS � 16"
LVL JOISTS PER PLAN AT � sheet
STL BM. PER PLAN W STL BM. PER PLAN W/ STEEL COLUMN �I 5/8"x12Y4"x6Y2" W/ Y2" PLYWD. OR
� CONT. 2X �' DRIVE—PINNED SEE PLAN CAP PLATE OSB SHEATHING
CONT. 2x � DRIVE—PINNED TO TOP FLANGE
TO TOP FLANGE
14 SCALE: 3/4" = 1'-0" 10 SCALE: 3/4" = 1'-0" 5 SCALE: 3/4" = 1'-0" 1 SCALE: 3/4" = 1'-0"
S7 S7 S7 S7
JOB #1202- 06