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Slifer Designs
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Pzrmits pcauming w ghe �hu�Y b�i111Y at a�ocl Ihe p�ovieiom a(tEi� �;:
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no� prevrnt the buiWin6 a�eid 1as +.p.� � � ��«� � ��:�. . REC 0 A P R 2 �� 2004
ettors in said plem, �ped6unm� �d MVf�. a 6om pfeveetiui bmNu� . _
operat�ons beiag aeied au l6etemdet �'Ote lo vld+tioo of tMt codo o� of - �
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INITIAlS: b�� t � — � DATE - -
PROJEGT SGOPE : INDEX OF DRRYVINGS owN�RS�, P oF oRAW, NG�
This drawing Is the property of
SLIFER DESIGNS and is not to
FINISH BRSEMEi�IT TO REGREA�TIOK ROOM SHEET ,� 0 . 1 TITLE SHEET ;�; be �epr°d�`ed °r `°p 'ed 'n
whole or in part without written
�4DD EGiZE55 WINDOW SHE�T A� 2 . 1 EXIST'G . � PROP05ED BP�5EME1�T PL.A�NS = `°n5ent °F SL �FER °ES��"5. � t
� is to be used only for the
REN�YV KITGHEN GRBIN�TS � GOUNT�R TOPS SHEET A� 2 .2 EXIST'G . � PROP05ED Mf�IN FLOOR P1.�N5 � p�°�e" 'de�`'f �ed he�e �� Q�d 'S
s� not to be used on any otner
A�DD TOILET 8 L�4VA�TORY TO SAdJKA� ROOM SHEET A� 2 .3 EXIST'G . � PROP05ED THIRD L�/EL PL.A�NS project It �5 to be �et���ea
upon request.
VRRIOUS INTERIOR FIN15HE5 SHEET 5 1 .0 STRUGTURAL BAS�MENT DETA�ILS
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- - _ /tiGID WIUIi, �/1� be reproduced or copfed in
- - �G• F - I�pD b' N�710N B11�NKEf TO HW HF1.T6e whole or in part without written
MNC 51LL = 44" /�F --_ _ �pD �� B� pFp consent oF SLI�ER DESIGNS. It
_ ,�, ��� = is to be used only Por the
� , TOP_ LANMATE = H � �6E OF FOOTIN6 NNLL project Identifled hereln and i
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_ _ __ ______ _ _ _-- -- -- - ---_'_-_'_'__- ________'_'_'______" __'_'________ - - _ not to be used on any other
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project is o re urne
upon request.
02003 SLIFER DESIGNS
!OB N0: 8220
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JAMES DAVip PAWKINS IVA 9A6B•IBdT FLOOR PL�W5
GOLARADO REEi. NO. 9Q6199
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OWNERSHIP OF DRAWIN65
This drawing is the property of
SLIFER DESIGNS and is not to
� �'� Ng�v W,�� � " whoiepo� i�nupart without written
H�TM � GOUNTHe G�BIWET5 A,Dp I�DD �� consent oP SLIFER DESIGNS. It
5TONE �T TOP5 NBN GOAT � is to be used only for the
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not to be used on any other
pro)ect. It is to be returned
upon req,uest.
02003 SLIFER DESiGNS
JOB N0: 8220
,�F, �F C �� O � DRA1fN BY: TEC
�P 0 CHECKED BY: IDD
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�J �.1 �"� � 3 tZ .5 SLIFER DESIGNS and is not to
� ` 3tz .a � 31 •3 be reproduced or copied in
�T� 3`�. • � whole or in part without written
consent of SLIPER DESIGNS. It
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WhLL TO Cd�BNETS not to be used on an other
96 HT. gg.OW 2.�. pro�ect. It is to be returned
upon reciuest.
OG 2003 SLIFER DESIGNS
!OB N0: 8220
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2 �'�O�'05� 1� LO�T � �ORT� L�Y�L i�L.�N �P CHECKED BY: JDD
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GENERAL NOTES• SUNDIAL�D3 REMODEL JOB # 0403-02
DESIGN CRITERIA: �Q�'O .�y/� �
UBC Edition -- - -------- --- ----- --- --- 1997 �:�,� yj N
FOUNDATION DESIGN : • � s
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a. Design of individual and continuous footings is based on an �� � •y �
assumed maximum allowable bearing pressure of 2000 psf (dead •
bd��Oj�QR� ¢
load plus full live load).
b. Footings shall be placed on the natural undisturbed soil, or compacted
structural fill, below frost depth.
c. A representative of the geotechnical engineer shall verify soils conditions
and types during excavation. Because geotechnical information was not
available at the time of preparation of the construction documents, we
have used assumed values based on similar sites in the area.
Construction of the foundation may not proceed without verifying these �
O� U N
values. Report any discrepancies from design assumptions to structural
engineer for re-evaluation of foundation design. N
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REINFORCED CONCRETE: Z � 3 c�
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a. Concrete design is based on the "Building Code Requirements for
Reinforced Concrete" (ACI 318-95). � o N w � �
b. Structural concrete shall have a minimum 28-day compressive
strength of 3000 psi. � L � J a
c. Concrete shall be proportioned using Type I-II sulfate-resistant cement. �
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Admixtures containing chloride salts shall not be used.
d. Cold weather concreting procedures shall be provided as recommended � �
Z �'
in the ACI Manual of Concrete Practice.
e. Anchor bolts for beam and column bearing plates shal� be placed with
U � N °° °' �
setting templates.
g. Concrete floor slabs on grade and on metal decking supported by steel 6 � � � �
framing shall have sawn or tooled control joints at a maximum spacing _ _ _ _ _ _ _ _ L � � ' '
of 15'-0" in each direction. Locate control joints along column grid , O' -' ' 2 � � �� � � � � �
lines where possible and provide slab isolation 1oints around columns. T� � �r � � m �
h. Concrete coverage for reinforcing steel (ACI 318-95): �I� �Ifl L � �
1 . Concrete cast against and permanently exposed to earth 3" II ' I � � o a � �
2. Concrete exposed to earth or weather : , SEE 2/S1 FOR OTHER END - - - - - III� I��� N a > ....�
A. #5 bar and smaller 1 1 /2" �` /T
3. Concrete not exposed to weather or in contact with ground: � �
A. Slabs, walls, joists (#11 bar ond smailer) 3/4" � I ° . I
REINFORCING STEEL• S OWN THUS, ATYPG � I. . .- I
(N) 4° CONC. SLAB
(THICKENED � EDGE) � . . - ,
a. Detailing, fabrication and placement of reinforcing steel shall be in � , a i � R 1
accordance with the ACI Manual of Concrete Practice. .
b. Except where otherwise noted on the drawings, reinforcing bars shall - � � ' . ^�—
conform to ASTM Specification A615-79 and shall be grade 60 except � e a �
ties, field bent bars where permitted by note on plan, or bars to be " • � ° � a J � a
welded, which shall be grade 40. (3)-#5's CONT. HORIZ. �i� i�i i�i � ° 1 �I I �
c. At splices in concrete, lap bars 36 diameters. Do not weld or use �%�i i�� I : e I -� I a ^ . ° I
mechanica l sp licing devices un less speci f ica l ly approve d by engineer. � (E) FOUNDATION SHOWN THUS a �
4" C O N C. S L A B P E R P L A N �i� I I
d. At corners, make horizontal bars continuous or provide corner bars 8e � ; a (E) CRAWLSPACE
to match horizontal steel. Around openings ond steps in concrete, 92'-3 1 2 I I
provide (2)-#5 bars extending 2'-6" beyond edge of opening or step. ;. _ � T.O_ SLAB 1 /2" EXP. MATERIAL, TYP. � . a . �
e. Extend reinforcing steel a minimum of 24" through cold joints. Unless � ALTERNATE CONDITION
specifically located on plan or details, coordinate cold joint locations � } I . \ � w
�� `� � �` 4" VERTICAL CURB I e ������g���,
with engineer. \���������� . . � � p . . . E�9��\��i�i.
f. Welded wire fabric shall conform to ASTM S ecification A- 185. La <�%���a� � �" WHERE SLAB IS BELOW a . • ��ie��+ ` � �
P P 1. �9
welded wire fabric a minimum of one full mesh plus two inches. Laps ry�i�� ° " THE T.O.F. ° �.r`°� �93',-, �2 �- � �1
shall be wired together. ' � ,-$ o /� • • J ' � I ' •"•� • ' w �
g. Metric bar size conversion table: #5's x l. � � 24" O.C. THICKENED SLAB � n O
METRIC INCH-POUND %!�' % a
10 �3 ������i�� � 6" MIN. 92'-3 1 2 EDGE AS SHOWN 4� ° ' e 'a -J �4 CONT. HORIZ.
�13 #4 (ADJUST FOR HEIGHT) �i����� T.O. SLAB � " � O w �
#16 #5 � / / / / .
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e : , • • . �� s���� � (E) FOOl1NG � W
S7F2UC1l1RAL WOOD FRAMING: �i�i\ i\i !%:!�\ // o � r, �
��'i`% `;�" � � � w�y � �
a. Except where noted otherwise, all 2" nominal lumber, except studs, 4 TYPICAL SLAB STEP ' ^���� •
shall be Douc�los Fir-Larch #2 and better, and all solid timber beams SCALE: 3 4" = 1 '- 0" i�� #4's x 24 F-+�1 �
and posts 3' nominal and wider shail be Douglas Fir-Larch #2. g� 4° CONCRETE SLAB ON 4" CLEAN 8- � 16" O.C. -�-� � It �
b. Studs shall be Stud grade and better pouglas Fir-Larch or Hem Fir. GRAVEL BASE ON UNDISTURBED `'� O
c. Built-up posts shall consist of Douglas Fir-Larch or Hem Fir #2 or � i GRADE OR COMPACTED STRUCTURAL 2 s CONT. HORIZ. � � r ,
better 2x4 or 2x6 studs per plan and shall be nailed together with 2 � I (E) PLYWD. FILL PER SOILS ENGINEER. � �-�•
� REINFORCE SLAB WITH (3" CLR. COVER) �►i � v
rows of t6d nails � 6" on center a�ong each stud. � ' �
d. Top and bottom plates shall be Douglas Fir-Larch or Hem Fir #2 and � _ I 6x6-W1 .4xW1 .4 YVEIDED WIRE r,
better. Plates placed directly on concrete walls or slabs shall be ='�-a�-_ �_ � �� �-� � z FABRIC THROUGHOUT. PROVIDE 1 " �'� ~ ^
-f T.O. PLYWD. DEEP SAWN OR TOOLED CONTROL 5 � �
pressure-treated Hem Fir #2. (E) 2x12 RIM JOIST � �� JOINTS AT 15'-0" MAXIMUM � '`" � F--1
e. wthin floor joists spaces beneath solid or built-up columns noted on � � � � SPACING EACH WAY. w �
plans, blocking of orea equivalent to column above shall be provided. I III
Door or window trimmers consisting of a single stud do not require (E) 2x12's � 16" O.C. � �
special blocking in the joist space. -; �l 1 SCALE: 3 4" = 1 '- O" � � �
f. Except as noted otherwise, minimum nailing shall be provided as specified �y
I . . 1 (N) (2)-2x12 HEADER
in the 2000 IBC Table 2304.9.1 . � .� : � S7 � � V '
g. Framing Notes:
2. Interior load bearing walis: (E) CONC. FOUNDATION � ° .I (N) 2x12 BLKG. PANELS � ) O
A. Interior load bearing walls are 2x6 studs (as E JOISTS SHOWN THUS, TYP. �
indicated on plan) � 16" o.c. with 1 /2" gypsum (BEYOND) � EA. END OF (N) HDR. ; ;; ; ; ; � i ;� ; �
wallboard both sides unless noted otherwise. Cap with a ' �� � (E) ENTRY � � ' � � �
� ui ii � ai
� �r+ -- - - - - rtr- - - - ti' i
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double to late instolled to rovide overla m at 3 SCALE: 3 4" = 1 '- O" � '�'- -- - ---- -J� I '� ' �-y
P P P PP 9
comers and at intersections with other partitions. If � � �
overlap is not possible, strap top lates with metal strap S� µ � �� I /
ties (Simpson ST292 or equivalent� 1 ii i \ I i' i F-�
� ni � di
B. Floor or roof framing members must be aligned to bear � �� �, � ��p M � �� �
within 5 inches of the studs beneath. � (E) PLYWD. � �---� _ � 96 -8 � ,� ,
C. Provide (2)- 2x10 headers over all openings in wall, with (N) 2x12 RIM O FLOOR ' �� , T.� I �� ;
one 2x4 or 2x6 trimmer and one 2x4 or 2x6 king stud � p� '_� � 2 PERIMETER INDICATED I ; --_ - - -_ --- ------- - - - - - r;1 ; r �
-°�'_°==�=°==�° THUS. TYP. i u ' - - ENlf2Y LEVEL i 'i i L� 1
T.O. PLYWD.
each end, unless noted otherwise. (N) 2x12 RIM � ;; ; - �i ;
D. At beam bearing locations in stud walls, provide mulitple- PER PLAN STEP T.O. WALL TO ' '� ' � ;� ;
stud posts equal to width of bearing member unless
noted otherwise. - - � MATCH (E) FLOOR STEP ' II 1 - - - �' I
' '� ' � STEP T.O. PLYWD ' '' '
; �� ' �� _ _ _ _ _ _ _ _ - - = = �.i� ;
GENERAL REQUIREMENTS: (N) STAIR O 2x6's TO MATCH WIDTH �� � � VERIFY (E) JOIST�� ; 'I '
E 2x12's � 16" O.C. � �� � � � � �
a. Structural erection and bracing: The structural drawings illustrate the OPENING OF COL's AND BM's ; �� � N AIR � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ �; �
completed structure with all elements in their final positions, properly ABOVE, TYP. IN (N) WALL � �� � ENI - - - - � '� � JOE
supported and braced. The Contractor, in the proper sequence, shall � designed by
provide shoring and bracing as may be required during construction to ' �' � z 1'� ' y J O E
achieve the final completed structure. Contact the structural engineer (E) PARTITtON WALL-��;; ; ;; ; drawn b
sHOwta 7HUS, Tv�. I „ � _ _ _ _ _ �� _ _ _ _ _ _ _ '� i � checked by
for consultation (not in contract) as required. �
b. Existing structures: this construction adjoins an existing structure, (N) 2x6 SlUD I " ; _ _ _ _ _ _ � � ,
contractor shall be responsible for verifying dimensions, elevations, BEARING WALL I ;4 jpj'-j j 2 - �;I � S� ISSUOd
framing, foundation and an y thin g else that ma y effect tfie work shown (E) FOUNDATION WALL ; �� ' T.O. PLYWD. � �; �
on the drawings. Underpinning, shoring and bracing of existing 16d D RI V E P I N S � 1 6" "y - �
structures shall be the responsibility of the contractor. SHOWN THUS, TYP. � �I � LIVING LEVEL � I; � P E R M I T 0 4 /1 2/0 4
(IF HEATED SLAB GLUE
c. Dimensions: Check all dimensions against architectural drawings prior F� TO CONCRETE) � �µ � �
u � � di
VERIFY ; �� ' ; $ ;
to construction. Do not scale drawings_ T.O.F. �� �',
d. Construction practices: General Contractor is responsible for means, �� '
methods, techniques, sequences and procedures for construction of o a: � CONT. 10°x16" CONC. FTG. .�— 3 ��
" a .. BELOW BRG. WALL
this project. Notify structural engineer of omissions or conflicts a �
between the working drawings and existing conditions. Coordinate � , \ �, i� ' �� ; � �� '
—��- g1 �
requirements for mechanical/electrical/plumbing penetrations through � y ���� ����/� \ _ ____ _____ _ _ _ I _ _ _ _ _ _ _ _ __ _ _ __ �
_ !�a���� ��9�i`�.ia,� ,� , ir; - - - - - - - - - - - , i ,
structural elements with structural en meer. Jobsite safet is the sole � �G������ a�a���` _ - _ - _ _ _ J �� � _ _ __ - - - _ _ __ _- -_ - __ - - -� '� -- - - ---
responsibility of the contractor. All methods used for construction , � ll
9 Y -- --- --- --
v �m�i 1 '-4" �o (2)-/�5's CONT. TOP & BOL - --- -- --- -- -
shall be in accordance with the latest edition of the UBC. ''�
e_ It is the responsibility of the contractor to contact the structural
engineer at the appropriate time to perform site observation visits. 2 SCALE: 3 4" = 1 '- O" (N) OPENING IN FOUNDATION WALL (N) (2)-2x12 HEADER
Observation visits to the jobsite by the engineer are for detertnination 3 -0" WIDE x 4�-0" HIGH (VERIFY)
of general conformance with the construction documents and shall not S� sheet
be construed as inspection.
f. Though every effort is made to provide a complete and clear set of
construction documents, discrepancies or omissions may occur.
Release of these drawings anticipates cooperation and continued M A I N F L O O R F R A M I N G P L A N SCALE : 1 /4�� _ � � - � ��
communication between the contractor, architect and engineer to
provide the best possible structure. These drawings have been �
prepared for the use of a qualified contractor experienced in the PLAN NOTES:
construction techniques and systems depicted.
1 . INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS:
2. VERIFY AlL DIMENSIONS AND ELEVATIONS.
3. (E) REFERS TO EXISTING CONSlRUCT10N ( ). (N) REFERS TO NEW CONSTRUCTION ( ). �JOB # 0403 - 02