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GENERAL NQTES : PRCJ ECT TEAM : PR4 ECT SUMMARY : DRAWIhIG INDE� .
I . DO NOT SCALE DRAWINGS. ARCHITECTURAL
� A I OO 1 /2" = I '-0" FLOC?R PLANS/ SCHEDULE �
2. VERIFY ALL DIMENSIONS, CONDITIONS, AND UTILITY LOCATIONS PRIOR T4 BEGINNING ANY Code .
WORK 4R ORDERING ANY MATERIAL5. N4TIFY ARCHITECT 4F ANY CONFLICTS OR DISCREPANCIES ARCHITECT A � Q � f /2" = I '-fJ" STAIR SECTIt7NS
IN THE DQCUMENTS IMMEDIATELY. K. H . WEBB AR� H ITECTS P. C . I NTE RNATI � NAL B U I LD I N G CO D E Z Q C� 9
3 . AREAS OF CONFLICTS QR DISCREPANCIES MUST BE FULLY RESGLVED WITH WRITTEN APPR4VAL 7 � d WEST LIC.aNSHEAD CIR., SUITE A , , � A 20(� NTS EXTERIOR PERSPECTIYE- EXISTItVG & PR4PO5ED �� ,,,,�
FROM THE ARCHITECTS BEFORE CONSTRUCTI4N CONTINUES IN THESE PARTICULARAREAS. YAIL, CO S I E? 57 C� CCU �3c'� Y1C �/ � I � SSIfICt'� t101"1 : ���}� � ��. �}
PH . 970 .477. 2990 $TRUCTURAL �.�' �� `
4. PLAN DIMENSIONS ARE TC} FACE C3F STUD, CENTERLINE OF STEEL, TIMBER, STUr3 COLUMNS, 4R TYPE R- 2 r� ��� � , �
FACE OF CONCRETE Uf� LESS QTHERWISE NOTED: SECTION Af�D ELEVATION DIMENSIONS ARE TO FX. � 70 .477.2� 65 S ZO I STRUCTURAL DETAIL SHEET � ��� �
TQP OF CONCRETE, TOP OF PLYWOOD, OR TOP OF WALL PLATES OR BEAMS UNLESS OTHERWISE L3Uf @11@ICIIWBL? �,com Construction Type : : �,,
NOTED, ,P�
ccaNTacTS: TYPE II - B
5. PR4VIDE ALL h1ECES5ARY BLOCKING IN STUD WALLS AND CEILING5. LO�ATIONS INCLUDE BUT _ �',� ��� :
ARE N4T LIMITED TO CEILING AND WALL MOUNTED FIXT'URES, TOILETS, TOILET ACCESSORIES, KYLE H . WEBB � LAUREN FC.� RD : � �,,..-
CABINETRY; COUNTERTOPS, SHELVES, CLOSET RODS AND FALSE BEAMS.
6. REFER TO FL40R PLAtyS FOR DQOR LOCATIONS. REFER TO DOOR SCHEDULE FOR DOOR TYPES. CONTRACTOR
BLUEPRINT CONSTRUCTION CO LLC
7. REFER TO FLOOR PLANS FOR WINDOW LOCATIONS. REFER TO WINDOW SCHEDULE FOR MIKE RUOKEY
WINDOW TYPES. PH . 970 . �33 . 1119
:4 . . . � � . . . � � . . . . . . . . .
`� 8. COORDINATE ALL ELECTRICA►L AND MECHANICAL FIXTURES TO FIT WITHIN CEILING FLOOR AND
� WALL SPACES. VERIFY WITH ARCHITECT WHEN DIVERTING FROM DRAWINGS. STRUCTURAL �
9. IN THE EVENT THAT ADDITIONAL DETAILS OR GUIDANCE IS NEEDED BY THE CONTRACTOR FOR REDWINE ENCaINEERS �
CONSTRUCTION OF ANY ASPECT OF THE PROJECT, THE1f SHALL IMMEDIATELY NOTIFY THE O150 E . B@aVel" Ct"@@k BIVCI ~
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ARCHITECT. FAILURE TC3 GIYE 10 DAY NGITICE T0 ARCHITECT SHALL NOT CONSTITUTE A DELAY IN SUIt@ A204 � � `"''
THE PROJECT. P 97O 74S-O711 � YM B a LS . W � o ,� � �
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10. THE GENERAL CONTRACTC3R SHALL BE RESPONSIBLE FOR SATISFYWG ALL APPLICABLE CODES F (970� 74H-Q722 � 1 � � Z ��,.,^ ���
AND OBTAININ �G ALL PERMITS AND REQUIRED APPROYALS. THIS PROJECT IS GOYERNED BY THE IBC a,4.00 A4.iA "� 2 f✓� �„/� p .� '��" �
2003 . COMPLIANCE IS MANDATt? RY. THE CONSTRUCTION DOCUMENT5 SHALL NOT PERMIT WORK W F— �`�
THAT DOES NOT CONFORM TO ALL RELEVANT CODES INCLUDING IN UBC AND ALL LOCAL AND sect�on cut Reference detai� Area Reference 1. z.
___ . C�C I•— � ':� ��5;
REGIONAL CC7DES. � _ � �
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I I . THE GENERAL CONTRACT4R AND SUBCONTRACTORS SHALL FIELD COORDINATE RND C7BTAIN A3.o ,.� E�: o -o ,��
W '� �
APPROVALS FROM THE ARCHI7ECT/ENGINEER BEFORE ANY CUTTING, NOTCHING, OR DRILLING OF �' c� Fi �e No. ac z6oi �I =' �
Elevation Reference Elevatlon Symbol � y
ANY CAST- IN- PLACE CONCRETE, STRUCTURAL FRAMING, OR ANY C�THER STRUCTURAL ELEMENTS ca Fi�e No, wP eios Roo� ceiuN� aaTeo 1 HouR ,,,,,,�
--, �-- - -- - -�.. BASE LAYER 5/B TYPE X GYPSUM WALLBOARD APPLIED �
WHICH MAY AFF EC T T H E ST RU C T U R A L I N T EG RI T Y O F T H E C O N S T R U C T I O N. r' � � EXTERIOR WALL RATED 1 HQUR AT RIGNTANGLES TO 2X10 WOOD JOISTS 24�� o.c, wiTH
� / � � ( 1� EXTERIOR SIDE� ONE LAYER TYPE X 5/8 GYPSUM 1 1/4" TYPE W OR S DRYWALL SCREWS 24" O.C. FACE �
SHEATHING� EXTERIOR CLADDING ATTACHED THROUGH �
A4.1 A A-2.0 � LAYER 5/8" TYPE X GYPSUM WALLBOAFID APPLIED AT
I 2. SUBSTITUTIONS OF "EQUAL" PRODUCTS WILL BE ACCEPTABLE WITH ARCHITECT'S WRITt'EN ` � l � sH�rH�NG Ta s,vas. RIGHTANGLE5 TO )OISTS WITH 17/8� „rPe w oR s
� / `, ,,,,,, ,,,_, _ _,,, 2. INTERIOR SIDE: ONE LAYER TYPE X 5/8 GYPSUM pRYWALL SCREWS 12" O,C. PLACED 2" BACK ON EITHER
/�►PPRQ�//�L, DBt811 CUt ReferenCe La�ge Aree Detell ReferetlCe WALLBOARD. 51DE OF END JOINTS. JOINTS dFFSEf 24" FROM BASE
LAYER JOINTS. WOOD JOISTS SUPPORTING 1/2°
PL1f W00D WITH EXTERIOfi GLUE APPUED AT RIGHT
ANGLES TO JOISTS WI7H 8D NAILS.
13 . IT IS THE INTENT AND MEANING OF THESE DOCUMENTS THAT THE GENERAL CONTRACTOR �i oiro2�zooa
AND EACH SUBCONTRACTOR PROVIDE ALL LABOR, MATERIALS TRANSPORTATION, SUPPLIES,
EQUIPMENT, ETC. TCJ 4BTAIN A CC)MPLETE JOB WITHIN THE RECOGNIZED STANDARDS OF THE Rev�s�on c�oud Rev�s�on symbo�
INDUSTRY.
1 PROJECI': KLEID
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14. COIWTI�„ACTOR TO COMPLY WITH SECTION 1704 SPECIAL INSPECTIONS. DRAWN BY. L� F
�rid aub�ie �ateriai Ta� DATE: 12 . 29 . 10
REVISIONS :
PERMIT 05.23 . 11
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WIDTH , IBC 3403 .4 �
PROJECT; KLEID
. . DRAWN BY: LJF
DATE: 12 . 29 . 10 i
REVISIONS.
PERMIT 05.23 . 11
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DRAWN BY: LJF
DATE: 12 . 29 . 10 �
3 REVISIONS :
PERMIT + 05 . 23 . 11
PRC� PQSED STAIR SECTION PRCJPOSED STAIR 5ECTION :
1. � � _ � _ �� 2 1 2 ° = 1 ' _ 0 "'
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