HomeMy WebLinkAboutVail Village Filing 1 Block 4 Lot 7 to 15 unit 14 plans.PDF - _-- - ----�- - -- - " _-_
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, �,, NEW 30" HEIGHT STUD WALL RI �
� � �J W/ �" DRYWALL FINISH AND � MO STEP BY � ,� "�� o
. WOOD GAP AT LOGATION OF LO I GLOSET GEILI�N�t� o
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' � 12 EX15T. RIDGE � �� EXISTING LOFT EDGE. � G � �
NEW RIDG� � 3 123'-6" 38' HEIGHT LIMIT LINE � (REMOVE EXISTING RAILNG) (� �� � � aj a�
�` ` T.O.RIDGE = 125'-8 3/4 �
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� ' I � I
�� cv EXISTING RIDGE NEW SHED 50' GREEK
- - EXISI". BEAM GENTERLINE SETBAGK MOVE WALLS A o
T.O RIDGE = 123'-6" � TO RIEMAIN LINE (APPROX.) � � � (NON-BEARING) � -� ,
WITH � � o
WINDOWS ,ai
NEW DOUBLE GL05ET ~
EX15T. RIDGE NEW DORMER STUB WALL TO� � DOORS. �
119'-8" BE BUILT ABOVE EXISTING 6�° I � �'
EXISTING WIDE X 15" DEEP WOOD BEAM. � 1� r NEW AGGE55 DOOR1 "
I 1 � `� � s � � �
��Fr �' � � �
, I � NEW C�LPSET �� �
— f I � /'�i �
° NEW � � OPEt�k TD � �
� WINDOWS � � I � BE�.4W � ,
� � � STORAGE � `
O REMODEL � •. � �
- LIVING I � � I MECH. o � � �`�f�
DECK ROOM - � KITCHEN BEDROOM � j � I NEW SHED DORMER •�
_,,�, ROOF ARE�4 SHOWN •;
- r o i I I k I HATGHED. 270 sq,. ft. �
N � l
2
UNIT 14 �
SEGOND FLOOR � _
- -r o.FF. = ioa�-8�� 5 6 L,0 Fl" LEVEL FL00 R P LAN
_ _
� - O AI AI
1/4" — 1'-0" � :
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�' !�.�` .� � 1� �
_ �r� �' '_ �
= _ . WOOD GEILING IN KITGHE HALL � �� �„�
� _ REMOV= LADDER KITGHEN REMODEL. NEW TO BE REPLAGED W, � X�TURED AND �
,— Q GABINET DE51GN AND `
� �- APPLIANGE LOGATIONS BY
PAINTED DRY . �Wn f Vaii -'�'
�� � �
OTHERS. NEW STAGK WASHER/DRYER. ��
5 6 .
- Ai �,� o DOUBLE DOORS TO �
� FIRST FLOOR I I I REPLAGE BI-FOLD. �
T.O.F.F = q8'-q I/2" � =4 p =„� �
- � � � BEDROOM `� � '
� LOBBY KITCHEN ��� W �--
IN�ERED EXISTING GRADE LINE USED FOR --------_ EX15T. GR,4DE � A� �''� c.� °
HEI6HT GALGULATIONS. ------_ q3'-G I/z" EXIST. ENTRY E ND WALL, LINEN DOOR NOTE: ALL DOORS TO ,� W �
' ---___ DOOR TO REMAIN. I VE IFY DIMENSION � LLw
�' a ` BE REPLAGED BY NEW HIGHER !�
,— p NEE ED. �' �' G2UALITY DOORS.
� dj I I � I I GONTRAGTOR TO VERI FY I�'
I 51ZE5. SELEGTIONS BY
\ ; I I NEW 2'-O" DOOR I I OWNER.
� TO REPLAGE
- _ BASEMENT �LOOR � II � I I EXIST. 3'-O" O � � � -
T.O GONG. - 89 -I I
,,,,,' <<-°� DECK I I L LL I I w WINDOWS TO REMAIN. � � � �
BEAM
�� ABOVE Q � � � V � � ''"_
'f - - � - BUILDING SECTION LOFT ABOVE — I I� ��I .� � __ � � , �
C�� �
4 „ , » IVING �; � .� � � :�
-- 1/4 = 1 -0 �i DOORR NDH I I ��M � I I� � �s.. w �� �
BEDROOM _ .—. �
WINDOW w " '°', ~ �
ARR?�NGENT, I (
� i Im � �
�� W �
- •- _, � SEE SEGTIDN I I I �
� I � �
- -- • � � I���I, 5/AI. � � �
II � -- "� ..�
--- - _ _ � �NEW RIDGE �����__�� N'�il I I BAT v I I � � o .�
, '�O R I D G E = 1 2 5'-8� � �' I
- - - , .� o `.'
r�
�
� t EXISTING RID6E � °"' y
' _ _ � I 5 6 BATH REMODEL: BaTHTUB, ��� � � ~��;�
� �' T O RIDGE - 123' 6" , Ai �i VANITY/51NK, TOILET, AND FIXTURES �e��1��5� � ��
� i ALL TO BE REPLAGED. SELEGTIONS en� ,�
_ � � EXTEND STORAGE � _ _ _ _ _ � � _ _ _ _ = BY OWNER. v ���
LOFT � �LL UP TO NEW ` 2 SECOND „ LEVEL FLOOR PLAN o � ���
� MER ��Q
1/4 - 1 -0 ca �"' ,�. p�
� ��
� 30 EIGHT STUD �w DORMER = � � c�
��
WINDOWS ; p �, � �
� ; AND WOOD G P LL EX15T. BEAM TO STEEL HEADER f�T T.O RID E�DG 26'-10" � � � � �� '
REMAIN W GLERESTORY =� 1�lFW DORMER ADDITION 4,�,�'�
' LIVING OWS. � � EXIST. ROOF RIDGE '� �"
� ROOM
' NEW FRENGH EXISTING RIDGE �
_ AGGE55 OPENING DOOR i4ND T O RIDGE = 123'-6"
TO STORAGE LOFT. �„��Nppw �� � WOOD SIDING TO
KITCHEN HAL.L ARRP,NGEMENT � M/�TGH EXIST �
�
c
E 15T RIDGE NEW WINDOW w � �
UN I T I 4 ��q�-8�� ARRANGEMENT Z ��,� �
�
C
SEGOND FLOOR � ,••., •1�•I �
T.O FF. = 108'-8" _ A � � �
� � � � �
�. 1�� �' .
_ _ w �"�-,, � L
4 ai 3�X54 3�X54 34X5� 34X5� � � � C
�ai � � � � �
A � �
,� '� E~ ;�
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, UNIT 14 w � � c�*.
FIRST FLOOR SEGOND FLOOR ,` � O � ' �
�
T.O.F.F = G8'-q i/2" T.O.FF = 108'-8"
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- � 7� �
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BASEMENT FLOOR +�' a
T.O GONG. = 89'-I I" FIRST FLOOR � �
,, C�
T O.F.F = q8'-G I/2" c�i�
BUILDING SECTION 5 BUILDING `.�ECTION A, FR,ONT, ELEVATION _
� 1/4" = 1'-0�� 1/4 = 1 —0 3 1/4 = 1 —0 '�
� -- _ _ �
, GENERAL NOTES: Vail Trails East Unit 14. Vail. CO JOB #0311-11
2000 IBC FRAMING NAILING SCHEDULE (TABLE 2304.9.1 ) '
• DESIGN CRITERIA:
12
Roof Live Load (Snow) --------------------------100 psf CONNECTION FASTENING°� "' LOCATION � 3
;�
y Roof Dead Load ------------------------------15 psf DO R£
Basic Wind Speed -----------------------------$0 mph (Exp. B� 1• Joist to sdl or girder 3 - 8d common toenad '` ���lP G'/fj, �
w Seismic Zone --------------------------------1 3 - 3" x 9:9 1" n PI (1)-2x4 KING STUD 1 2 �x5 LAGS v0�•�1.Y R.;y�••�F�,�
�.. ..
UBC Ed�tion - --�997 3 - ;" 14 a e sta le
2. Bndgmg to joist 2 - 8d common toenail each end
, » (2)-2x4 TRIMMERS (N) BENT W 4x13 HEADER 3� 23 c�y
EACH SIDE, TYP.
STRUCTURAL WOOD FRAMING: 2 - 3' x 0.131 nad -o , .
2 - ,." 14 gage staple �
� f'� �,� . :�cv
a. Except where noted otherwise, all 2" nominal lumber, except studs, 3. �" x s" subfloor or �ess to each �o�st 2 - ed common face na�� ..., .••'��
shall be Dou��las Fir-Larch #2 and better, and all solid timber beams 4 wder than �" x s" subfloor to each )otst 3 - 8d common face na�� (E) 6 3/4x15 G.L. �� �NAL ENG
and posts 3 nominal and wider shall be Douglas Fir-Larch #2. 5 2" subfloor to joist or girder 2 - 16d common blind and face nail FIELD VERIFY A P R 3 0 2 0 0 4
b. Studs shall be Stud grade and better pouglas Fir-Larch or Hem Fir. s Sole plate to �o�st or blocking 1sd at �s" o.c. typical face na�i
c Built-up posts shall consist of Douglas Fir-Larch or Hem Fir #2 or 3" x o.�3�" no�� at s" o.c.
better 2x4 or 2x6 studs per plan and shall be naded together with 2 3" 14 gaQe staple at �2° o.c.
rows of 16d nails � 6" on center along each stud
d. Built-up beams consisting of multiple 2x members shall be nailed Sole plate to jo�st or blocking at braced „
�� wall panel 3 - 16d per 16 braced wall panels �
together with two rows of 16d nails spaced at 12 on center, or 3" x a13�" nail per �s" , , (N) WINDO ARRANGEMENT , � v N
with two rows 1/2" diameter� thru-bolts spaced 24" on center. 3" 14 g�ge staple per �s" ' ' ' ' ' � � � •� o 0
e. Top and bottom plates shall be Douglas Fir-Larch or Hem Fir #2 and 7. Top plate to st�d 2 - 16d common end nad a� z oo cn co
be t ter. P la tes p lace d direc t ly on concre te wa l ls or s la bs s ha l l be 3 - 3" x o�3t" na�� Z -v � o � �
pressure-treated Hem Fir #2. 3 - �' 14 gage staple v o, o,
, f Except as noted otherwise, minimum nailing shall be provided as specified 8 stud to sole plate 4 - sd common toena�l - � w I I
' in the "Nailing Schedule" on the drawings (2000 IBC Table 2304.9.1). 4 - 3" x o�3t" na�� p Z o � �
g. Unless noted otherwise, steel connectors such as those manufactured 3 - 3" 14 gage staple � � F- °' °'
by the Simpson Company shall be used to join rafters, joists or beams Z � �n W �^X
to other beams at flush-framed conditions. Use all specified nails. 2 - tsd common end nad 2 SCALE• 1 2" = 1'-0'� Q 'L o � r°� � '
i Connector conditions not otherwise noted shall utilize Type U or Type 3 - 3" x o.13�" na�l f- � 00 --�vv ,
HU hangers of a size specifically designed for the member supported, 3 - 3' 14 gage staple S� � �
as shown in the manufacturer's published tables. Contact structural 9. Double studs 16d at 24" o.c face na�l � •�
engineer for details as required. 3" x o.t31" nai� at s" o.c. Z �
h. Framing Notes: 3" 14 ga9e staple at S" o c. „ O � � n
5/8 PLYWD. OR OSB ROOF SHEATHING oo rn i.
1. Exterior WaI�S: 10. Double top plates 16d at 16" o.c. typical face nad U N� � �
A. All exterior walls are 2x6 studs C�D 16" o.c. Cap with a 3" x o.�s1" na�� at 12" o c. p � � � �
double top plate installed to provide overlapping at corners 3" t4 ga�e staple at t2" o c. ' � � 'd' ao a, a,
and at intersections with other partitions. If overlap is � ' p o � �
not possible, strap top plates with metal strap ties Double top plates s - �sd common �ap splice � � m v
Sim son ST292 or e uivalent. �2 - 3" x o.t3�" na�� 12 � o x
� P q � 12 - 3" 14 a e sta le t SOLID BLKG. BTWN. RAFTERS \' �- -� r Q
g 9 p ypical face nad -�2 +� � Q � �
B. Floor or roof framing members must be aligned to bear � BRG., TYP. LAP N RAFTERS W E RAFTERS � N � >v�
Withln 5 InChes of the StUds beneath. 1 1. B l o c k m g b e t w e e n j o i s t o r r a f t e r s 3 - 8 d c o m m o n t o e n a d � � � � �
C. Provide 7 16" thick APA rated sheathin I ood or to top plate 3 - s" x o.�3t" na�i � B R G., A N D A T T A C H W/ (4)-10d
� 9 �P � 3 - 3� 1 4 g a g e s t a p l e � T Y P. N A I L S E A. S I D E, T Y P.
OSB) rated 24/16, exposure 1, at exterior face of exterior 12 Rim �oist to top plate sd at s" (152mm) o c toenad
w a l l s. B l o c k a l l h o r i z o n t a l j o i n t s. 3" x o�3�" nai� at s" o c. (N) (3)-2 x 1 0 W I N D O W H D R.
D. Provide (3)-2x10 headers over all door and window 3" 14 gaQe staple at s" o.c.
openmgs, with one 2x6 trimmer and one 2x6 king stud
each end, U��@SS noted otherwise. �3. Top plates, laps and intersections 2 - 16d common face nad
E. At beam bearing locations in stud walls, provide multiple- 3 - 5" x o�3�' naii WINDOW UNIT PER ARCH. �
3 - 3' 14 gage staple +�+., �
stud posts eqUal to width of bearing member UnlesS �4 Continuous header, two pieces 16d common 16" o.c. along edge i ' --'=_=________ ,� • •
noted otherwise. -_____ � J
15 Ceding �oists to plate 3 - 8d common toenad (N) 2x6 STUDS � 16" O.C. W� i _ _ Q�
2. Roof Construction: '°_=____-__
A Provide 5/8" thick APA plywood Sheathing rated 40/20, 5 - 5" x o�3�" na�i 1/2" PLYWD. OR OSB � � --''==_ �y
exposure 1. Install sheathing with long dimension s - 3 14 gage staple SHEATHING (N) 2x12 RAFTERS C�D 24" O.C. ' ' � I-�I
perpendicular to rafters or trusses and end joints 16. Continuous header to stud 4 - 8d common toenad i�� %i � - '---- �••� �
staggered. 3 - 1sd common minimum, Table 2308.10.4.1 face nad , i � � i �" �
,/� 17. Ceiling joists, laps over partions „ „ � � � i ------__
- B. Plywood sheathing shall be applied continuously over the (See sect�on 23os.�o.4.� Table 23os.1o.4.1) 4 - s x o.�s� na�i (N) CONT. 2x12 LEDGER W/ (5)-10d SOLID BLKG. BTWN. RAFTERS ' %� ' �''----
primary roof inembers (rafters or trusses) below � 4 - 3' 14 gage stap�e NAILS C� 16" O.C. (EA. STUD) , ; \ i '' O
� BRG., TYP. , , � , � � �
overframed areas to provide adequate lateral s,tability. 3 - 16d common minimum, Table 2308.10 41 face na�i ,, ,, �
C. Provide wind seismic anchors at su orts for all roof 18• Ceding joists to parallel rafterg 4 - 3" x o.131" nail _==-e -_ " " rT,
� PP (See Section 2308.10.4.1, Table 230810.4.1) ______--
4 - 3' 14 a e sta le E RAFTERS ______°_-- � � Q f"'"� �
joists and trusses. See nailing schedule. 9 9 P � � _______-- (E) 6 3/4x15 G.L. (E) RAFTERS � N
D. Provide solid blocking between roof rafters, trusses and 19. Rafter to plate 3 - Sd common toena�l w
lookouts at all bearing locations. Blocking material shall (See sect�o� 2308 io�, Table 23oa�o�) 3 - �" x o.i3t naii :___====�-° QB TYP. � rT � �
match rafter, truss chord, or lookout material. 3 - 3' 14 gage staple �� � �-+�-� �
3. Wind Bracing: 20. 1" diagonal brace to each stud and plate 2 -�Sd common face nad __.____---' ��\ �i � � �� � „
A Exterior plywood or OSB wall sheathing is required unless 2 - � x o.13t na�� ______--- � �\ � �
specifically deleted by engineer. 2 - 3" 14 gage staple _______---'"" i �\ ; ^ �"'� � �
21. 1" x 8" sheathing to each bearing wall 2 - Sd common face nail -'' i ; \ i '��� � �
M M I I � ( � � �
STRUCTURAL STEEL: 22. �der than 1 x 8 sheathing to 3 - Sd common face nad i f `�i
each bearing wall �____�
� '� a. Structural steel shall be detailed, fabricated and erected in accordance 23 eu��t-up corner studs 1Ed common 24• o� (E) 6 3/4x15 G.L. � O
� with the most current editions of AISC Specifications and Code of 3" t o•131" �a�� �s" o c. � � � �
Standard Practice. 3" 1� gage staple �g• a,�, �
' � b. Structural steel rolled shapes, including plates and angles, shall be 24 Budt-up girder and beams 20d coromon at 32" o c face nail at top ond N �
ASTM A36. Tube shapes shall be ASTM A500 grade B. Pipes shall 3" x 0.131" nau at 24" o c. bottom staggered on � w '
3" 14 a � sta opposite sides (� rT,
be ASTM A53 grade B or ASTM A501. g q pte at 24-" o.c. � SCALE: 3 4" = 1'-0" �"+ w � �
c. All bolts used in steel framing shall conform to ASTM Specification � Y
_ A325. Anchor bolts and bolts used in timber connections may be 2 - 2od common face nail at ends and at S1 w
ASTM A307. Bolt sizes shall be 3/4" diameter unless noted 3 - �" x o�st" na�� each splice O � � �M --�--�`
otherwise. 3 - 3" 14 gage staple � � �
d. Bolts used in structural steel framing shall be the break-off. torque 25 2" planks ��d common at each bearing
indicating type, or torque inspection shall be provided as required by 26. Collar tie to rafter 3 - tOd common face na�� � � w
- the building inspector. 4 - �' x o�3�" na�i �
e. T ical framed beam connections shall consist of airs of 1 4" an les 4 - 3" 14 qage staple face na�i \ � � ^
YP P � 9 TYP. � R�FTER BRG. �
using the maximum number of bolts called for in Table II-A of the 2�. Jack rafter to nip 3 - 10d common toenaii (N) ¢ONT. 2x12 LEDGER W/ (5)-10d �2
AISC Manual (ASD Ninth Edition). 4 - � x o�3� �a�i NAIL � 16 O.C. EA. STUD ' �AA r, ' � � '
� � » � � �
� � � � � � �
4 - 3"14 gage staple '� '�"6` �
f. All welding shall be done by an AWS qualified welder. ------------------ � -T ---________________________________ _________________
------------ -- --
Dela aintin within 3" of field welds until welds are com leted. �----------- (�---------------------- -�- � �-_____- ------- --- -------------- -------s---------,-r------------�----------__----------------_----_�i J � �
9• Y P 9 P i i A i r-�--�-T --�-� i i i i � �i
2 - 16d common face nail �-�-----a-�----------- I � i i i i i i ----------i--r--- --------- -------------i-r--
3 - � x0.131" nad � \ �li i i i i i i i I ii I � i � _ � � �
3 - 3"14 aestale � � � � � � � � � � � Q F�
GENERAL REQUIREMENTS 9 9 P � � , � , , ,�j, � � �
28 Roof rafter to 2-by ndge beam 2 - 16d common toenad �_ � i i � � i i i i i i i+--- --- iii_ --�
a. Structural erection and bracin The structural drawin s illustrate the 3 - 3" x o131" nail -�- -�'-------- -- - I � � � � � � �--------- ' � �---- --------------, � 1 �
g� g 3 - 3" 14 a e sta le � � i i I � _____�_-1--I--1 - L-�, i i i i !� rT �
completed structure with all elements in their final positions, properly 9 9 P � � ,I� Og Np, � � � ---� � � ; I i�i � � r M�-1
supported and braced. The Contractor, in the proper sequence, shall 3 - 3" x o.131" na�l I \ �� �" � �_____J I I I c� I � c�� ' � � r�f ' O
provide shoring and bracing as may be required dunng construction to 2 - �sd common face na�� � -� , , , � , , w
achieve the final completed structure. Contact the structural engineer � , , � , -�; i � , , �I, I �„ �
for consultation (not in contract) as required. 3 - 3" 14 gage staple , � , , ,n � , , � �
b. Existing structures: Contractor shall be responsible for verifying 2s �o�st to band joist 3 - 16d common face na�� � � ;� W ------ �� � ; ; X -- - - ----�-+---- -�c--E- -- - ----- -- - ----- -i-i- - --i
r------- , �-----v � , � ,�- � � � ,
dimensions elevations, framin , foundation and an hin else that ma 5 - 3' x o.�3�" nai� � � , � � 1 , , , ,
� g � 9 Y 5 - 3"14 a e sta le I il� � , i (E� 6 3�4x 15 G.I�r (BELOW� \ i � \I �I� I
effect the work shown on the drawings. Underpinning, shoring and 9 9 p � �_ � c� " '� � � '� � � I �
_ _____________ J
bracing of existing structures shall be the resonsibility of the contractor. 3o Ledger stnp 3 - 16d common face nai� � � _�_�___�-� ______ - � i i CO ---------!�------`D � � -� O
- ------- ---------
c. Dimensions: Check all dimensions against architectural drawings prior 4 - 3' x 0131" na�� �----- , �, � _ � v � � v� � � w� � � �
4 - 3" 14 gage staple � � � \ � I ( ' i i v
to construction. Do not scale drawings. „> � I,'Qi,o 2 � � � , I i i � �
d. Construction practices: General Contractor is responsible for means, 31. Wood structural panels and particleboard b 1/2" and less 8d`�� (per KRM 4 , .o +R O � � I
' � � ---------- I �- - - - ----- - -- -------- ---- J � J
methods, techniques, sequences and procedures for construction of subfloor, roof and wall sheathinq 2 3/s" x o 131 nad" �----- �-� -�-- - ----�, t�, � � � � � i i------------- ,T �
P 1 Y 9 (to framing)• 1 3!4" x 16 gageo � (� A � / � �� � N i i i ' i � �
this ro'ect. Notif s�ructural en meer of omissions or conflicts � Q I I � I
19/32" to 3/4" 8d (per KRM)4 ( � w �' \Q J � � �
between the working drawings and existing conditions. Coordinate . p � � � � � � �----, ��� �_� , � , �
2 3/8" x 0.131 nad L--- -- G �--- �------
re uirements for mechanical electrical lumbin enetrations throu h P ---- ------ - , , � , -- , , --- -------------- -
q P 9 P 9 2" 16 gage �%Q ¢ I
» » c i �O I . N i i i i i � i i
structural elements with structural engineer. Jobsite safety is the sole �/e to � sd (N) BENT W 4x13 HEADER , ��+R � � � � � � � � " � designed by KRM
responsibility of the contractor. All methods used for construction ABOVE (E) 6 3/4x15 G.L. � Ii F` c� �o " , , i � � �_______ I � ;
shall be in accordance with the latest edition of the UBC. � t/s" to � i/a" �od° or sd° I � / .o r- + � R , , � L---------------J �______ , �
' ' -- drawn b M AB
• Single Floor (combination subfloor- 3/4" and less 8d° (per KRM)4 I 7 -�S` N � Q� � I� Z i i i i '� i i � y
e. It is the responsibility of the contractor to contact the structural u
________----
en ineer at the a ro riate time to erform site observation visits. underlayment to framing). 7/8• to �" sd° �' � � `�' �Q (� " " " " � checked by
9 PP P P t 1/8" to 1 1/4" 1od° or Sd° I C'Aj �� W G� x � � i i ili �
Observation visits to the jobsite by the engineer are for determination f � � �_'�,o +� " ( � i i --- - -----;-+---- --�------------ - ---- -i ' -�
32. Panel sidm to framin 1 2" or less 6d -- i � -- --- ----- - i i i i i i �
of general conformance with the construction documents and shall not 9 � 9� 5 8, 8dr 2 � / , F` -1 �i , , , , , � � ISSU2d
be construed as inspection. � / ' '�p I 1`' ' ' � i I � � �
f. Though every effort is made to provide a complete and clear set of 33 Fiberboard sheathing:g 1/2" No. 11 gage roofing nailh S1 I 1/ - J `r� I � � � � �I� � PRELIM. 12/03/03
6d common nad F--- � � � � - - --�------ ��--
construction documents, discrepancies or omissions may occur. � �----- ------ -� 1'' � � � � � � ,
No 16 a e sta le� / il �j , i i � �- ---- ---- -- -- ---- - �
Release of these drawings anticipates cooperation and continued 9 9 P 9 h � � � � 'O,o�+ I � � � � I� � REVISED 04/13/04
25/32" No 11 gage rooFn nad i � Tr i i i i
communication between the contractor, architect and en ineer to I / ;I� �F , , i i I � �
g Sd common nad
provide the best possible structure. These drawmgs have been No 16 gage staple� �--�------�'---'� --- ------ 'I,I ' ' n - � I -'T j
prepared for the use of a qualified contractor experienced in the !---------- ' -�1` a L_-__--__ _-_-___J �______J L____�1,. _____ ________________ __J �
_ �_________________�- �L,l-_____-__--______'__-___--_1- L- 11 J
34. Intenor panelin9 �/4� 4d� �----------- ------ - ---------------� --il--------------- -------- ------------------- ----------- ----------------------------------- �
construction techniques and systems depicted. 3/s" sdk �`L �,�c, (
NOTES TO TABLE 2304.91 � ���Qe I �
I
For SI 1 inch = 25 4mm. 2 3/8" x 0113" nails and 3" x 0 131" nails are standard Sd and 10d Gun nails
a Common or box nails are permitted to be used except where oiherwise stated.
b Nails spaced at 6 inches on center at edges, 12 inches at intermediate supports except 6 inches at supports where
spans are 48 inches or more For nailing of wood structural p<nel and particleboard diaphragms and shear walls,
refer to Section 2305. Nads for wall sheathing are permitted to be common, box or casing
CONNECTION SCHEDULE c Common or deformed shank.
d. Common sheet
e. Deformed shank. rc;
A SIMPSON H5 f. Corrosion-resistant siding o� casing nail. N E W D O R M E R R � O F F R A M I N G P L A N SCALE: � 4" = 1 �-o�� r
OB SIMPSON �SSU210 g Fasteners spaced 3 inches on center at exterior edges and 6 irohes on center at intermediate supports
h. Corros�on-resistant roofing nails with 7/16-inch diameter head �nd 1 1/2 mch length for 1/2-inch sheathing and
1 3/4 inch length for 25/32-inch sheathing '
� i Corrosion-resistant staples with nominal 7/16-inch crown and 11/8 inch length for 1/2-inch sheathing and 1 1/2 inch PLAN NOTES:
length for 25/32-inch sheathing. Panel supports at 16 inches ;20 inches if strength axis is tho long direction of
the panel, unless otherwise marked). 1. (N) CRIPPLE POSTS ABOVE ARE INDICATED: �
R j. Casing or finish nails spaced 6 inches on panel edges, 12 inches at intermediate supports �},4
a k Panel supports as 24 inches Casing or finish nads spaced 6 inches on panel edges, 12 inches at intermediate supports
I. For roof sheathing applications, 8d nails are the minimum required for wood structural panels 2. ROOF SHEATHING IS 5/8" APA RATED SHEATHING, EXP.1, SPAN RATING 40/20. �
' m Staples shall have a mtnimum crown width of 7/16 inch. ,.
n For roof sheathing applications, fasteners spaced at 4 inches on center at edges, 8 inches at intermediate supports 3. " " INDICATES CONNECTION TYPE - REF. Sl FOR SCHEDULE.
° o. Fasteners spaced 4 mches on center at edges, 8 inches at intemediate supports for subfloor and wall sheathing and 3 0
inches on center at edges, 6 inches at intermediate supports fo- roof sheathing.
p. Fasteners spaced 4 inches on center at edges, 8 inches at intemediate supports. 4. {E� REFERS TO EXISTING CONSTRUCTION (------� (N� REFERS TO NEW CONSTRUCTION ( �.
q. Items noted as "per KRM" have been changed from the IBC schsdule to a more restrictive requirement. ' J�B # 0311 -11
�
i
, , � , � � � , � � , � �
�
- - '_------
--____________
. t__
NEW DORMER FRAMING TO SPRING
_ II � L?�, � I FROM EXISTING 6�" WIDE X IS °_DEEP };
NEW 30 HEIGHT STUD WALL WOOD RIDGE BEAM.
` W/ �" DRYWALL FINISH AND � � REMOVE FLOOR STEP BY 4� '�
WDOD GAP AT LOGATfON OF I I LOWERING GL05ET GEILING o
12 �XIST. RIDGE EXISTING LOFT EDGE. BELOW. �
� �� , (REMO�/E EXISTING RAILNG) � � LO 4� r-
NEW RIDGE � �3 123 -6 _
' T.O.RIDGE = 125'-8 3/4 38 HEIGHT LIMIT LINE � ( I
� I
l � A M
N 50' GREEK � � REMO�/E WALLS . . � �
cv EX15TING RIDGE � NEW SHED EX15T. BE�4M GENTERLINE SETBAGK �
_ � �� = LINE APPROX) � � — � (NON-BEARING) � •o
T.O.RIDGE - 123 -6 w�TH TO RE_MAIN � 4 � o
WINDOWS �'�
NEW DORMER STUB WALL TO NEW DOUBLE GL05 T o i
EXIST. RID�GE �� DOORS.
IIG -8 BE BUILT ABOVE EXISTING 6� 1 � �
E�15TING WIDE X 15" DEEP WOOD BEAM. � I NEW AGGE55 DOOR. �
II � �
c
LOFT NEW C SET v
C I 1 �P
� NEW ` � _ � I � �0��`„�0
� WINDOWS W STORAGE
o ( � � � MECH. o
LIVING � REMODEL I � ( I NEW SHED DORMER
DECK ROOM = W KITCHEN BEDROOM ��
t ROOF ARE?� SHOWN '
--�+ Z H A T G H E D. 2 7 0 s q,. f t. �
i! p I � � I �
N �
_ (
UNIT 14 �
W 5 6 LO FT LEVEL FL00 R P LAN
SEGOND FLOOR ,` _
� T.O.FF. = 108'-8" ai Ai � ��4" _ �'_p��
a
�
,s�
� � REMOVE LADDER KITGHEN REMODEL: NEW WOOD GEILING IN KITGHEN AND HALL ,
� _ TO BE REPLAGED WITH TEXTURED AND
� Q APPLIANGE LOGATIONS BY PAINTED DRYWALL.
�' OTHERS. NEW STAGKED WASHER/DRYER. ,� � �
`'...... - - _��- - _, �( c h
_ �
_ _ _j i k---- o DOUBLE DOORS TO �=� �
� REPLAGE BI-FOLD. �
� F I R5T FLOOR I I I 0
T.O.F.� = q8'-q I/2" ��-- ,
I � � � BEDROOM -. � � �
____,__ � LOBBY KITCHEN �� �
IN�ERED EXISTING GRADE LINE USED FOR -- ---_` EXIST. 6R�DE ��
s HEIGHT GALGULATIONS -----�_ _, q3�_q �/z�� �.� EXIST. ENTRY E ND WALL, LINEN DODR NOTE: �4LL DOORS TO �
� s `___ � DOOR TO REMAIN. I 1/E IFY DIMENSION BE REPLAGED BY NEW HIGHER
NEE ED. +' �' QUALITY DOORS. i
aj � I I � I I �ETS.�SE EG I ONS BY Y I
iu I I I TO REP�AGE �R ( I 4WNER.
�i EXIST. 3'-O" DOOR. V � � f ,
BASEMENT �LOOR � I I
_ � �� � � � � HALL !^'�NDOWS TO REMAIN. � � � � r
o T.O GONG. - Sq -i I ^ � �, DECk�,,i BEAM —�� I I L I I} � .� � � �
^ V � � � �
' ABOVE O D. I�, __ __ , _ --1 - -- I�_ ___ i�-� �_ F �jti��
_..�_�.�._._ � - - _ - J � --- - - - - - - - �� LOFT ABOVE �I r � --- - - - — I I Q ' ,R-� � � .. �.� �
� BUILDING .�ECTION
�, � � 4 � . z' �
� 4 1/4" = 1'-0" � NEW FREKG' I I �V�NN o � I I� r" , ! � a�-:....- � � -
� �--� I, DOOR AND``-� �� � BEDROOM , • � �
- ��� W I N D O W I I � I I m �j� � � �
I ?.RR�NGENT,
� SEE SEGTION I I 0 O I I �; � � .�
I 5//�I. � � � � ..�
N E W R I D 6 E I �I I I B A T H v I I � °O •�--�
��c
� � � � �
T O�RIDGE = 125'-8 3/4 � � y
EXISTING RIDGE S 6 BATH REMODEL: BATHTUB, a ~�
T O.RIDGE = 123'-6" A� A� VANITY/SINK, TOILET, AND �IXTURES �
ALL TO BE REPLAG�G'. SELEGTIONS . - d'
0
I — — — —. _ BY OWNER.
0
' EXTEND STORAGE — — —" .- .- — — — — — - - SECOND LEVEL FLOOR PLAN `�`
v�u
� �
LOFT WALL UP TO NEW 1/4" = 1'-0"
DORMER _
30" HEIGHT STUD NEW DORMER �� � �
<< �,
� Q
WALL W/ DRYWALL w��D�� NEW RIDGE ,` � 0
AND WOOD GAP. EX15T. BEf�,M TO QL STEEL HEADER �T T O RIDGE = 126'-10" NEW DORMER ADDITION W ..
REMAIN NEW GLERESTORY '
LIVING WINDOWS. � �
� EXIST. ROOF RIDGE
ROOM NEW FRENGH EXISTIN6 RIDGE �
AGGE55 OPENING DOOR AND T O RIDGE = 123 -6
WOOD 51DING TO
TO STORAGE LOFT. WINDOW MATGH EXIST.
.
KITCHEN HALL ARRANGEMENT
c
E 15T RIDGE NEW WINDOW Z � �
! Ila'-8" ARRANGEMENT � � C
� UNIT 14 ■-
� SEGOND FLOOR I [= • � �-
,.y .-•r �.
j T.O FF. = 108'-8" I _ A � � x
� o � � � �
�
� � � � �
- w �, � �
4, 34X54 3�X5� 3�X� 34X5� p� � v, C
4 � � [—� :� �
�� / A ,� �, �
� � J � �.y �
�►�a w '� � �
UNIT 14 -
A G
FIRST FLOOR SEGOND FLOOR � � 0 �
� _
T O.F F = 98'-q I/2" _ T O.FF = 108'-8" � •�'
o � . � F
- � �
� �
� �. - ,
i �L �
� � \ Q � �
� LT � �\ � .
�owrv oF vAr�. �'� !�" o
i ` DESIGN REVIEW Z �
B�SEMENT FLOOR ° � STAFF APPROVAL �
,
' � T O GONG = 8a'-I I" FIRST FLOOR � ,s.'7 -
T O.� F = q8'-q I/2" DAT�: � � by � �
BUILDING SECTION BUILDING SECTION A, FRONT ELEVATION AFF: � '
6 „ _ ,'-oy 5 ,/4� _ ,�-o„ �/4 , -o
1/4 ,� � �, 1
_ —� c � 0365--i �
�