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PHONE O ' �:
Peel/Langenwalter Architects. L. L. C .
- E`ECTRic � � — � ` � _— SAMUELS ADDITION Y e
_— � - David Mark Peel, AJA. Kath Lan enwatter, A IA
BOX % -- - _ _ --
�' �� -- �— 224 FOREST ROAD P . O . Box 1202 Vail , Colorado 81658 date 5-28-98
• 8240 - - " � - LOT 11 -B, BLOCK 7,
Tele 970-476-4506 Fax 970-476-4572 Project A 1
'' �' - EpGE OF ASPHAI.T VAIL VILLAGE FIRST FILING,
T ROA� TOWN OF VAIL, COLORADO drawn KUDP
FORES Sn�c � o� a
_ - _ - - . *. Y __ �i . *. . .q«} k � . " - ' _
I li . �
� ' L GENERAL FLOOR PLAN NOTES
IDO NOT SCALE DRAWINGS! Dimensions shown are based on approximate
� existing conditions. Field verify all new and existing dimensions once existing
. structure is exposed . In the event of discrepancies, notify Architects
i immediately. New dimensions are to face of structure, unless otherwise noted . EXISTING BUILDING
Coordinate bearing walls, columns and posts with structural sheets .
� ,
I � In the event of questions regarding the work or discrepancies in the drawings,
I notify Architects immediately. Do not proceed with work until all such questions
, and/or discrepancies have been fully resolved .
BUILDING ABOVE �
� '
I
`- �! - j— - - ` X
A5 �A5 � A5 �A5 �
_ �,
, � r�
- - - - �
I , t R ' t
I
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X
t— t ' ' , ` ' i CONCRETE RETAINING WALL t
, �f - _ ! uP � : PHASE 2
�' rvuit rit�u vthti� v o- � '/'�� ' �
� 4��^ X • �., EXIST. DOOR IS REUSED. ` - ! �, � DN '' "�
cV ' � ` I � '� � �. �-- - �
I i � I M� � . . . . . ' , �
� �X
i 3'-5° � D,N � , . DECK
8" � ws�• ; �- � ��4° i o� � t - r - �jj � . , PHASE � }�r �
� FURRED-OUT FOUNDATION - • - �f' o � �I
I i , � � WALL LEDGE �,; I � � . F O Y E R ` �' B R E A K F A S T R O O M
.. _ iI � � N � i . . _ � r - � , - �' .
� � W � EXIST. POST � I -
N
� #
N
J _ _
� _� � Q � � CABINETS ABOVE - i t I
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NEW CONCRETE ;:�;i �(j II I �✓ -�!� S - ;
O � � a Q � DOUBLE SINK , I I �
FOUNDATION WALL ;:;f;; (� C> & � \ /- -t t 4'-0'/s" .
;� : _ � � i t i
1 � i i ,
� a � � ' 8,�» : z,.�,,�, RO ` _ �''�/ 5%:" � Qo !§ KITCHEN � - - _ _
2x4 FURRING WITH f 2x2 FURRING N ��Y y . i �
.: . ,
. � J
' �. .. - - � { � � FIELD VERIFV � ., � � :. . : .:: .`; :.:::::::::.::::::::::. h S � � � I
INSULATION p_ OVEWCOOKTOP I � — r I
i = i o , _ ; � — - I
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� I =-- i" UP w OPP HANn � I, . VERIFY WITH KITCHEN CABINET LAYOUT DN UP
c , /� EXISTING BUILDING > - � � �
i%� ', �1 SKI p�� , � �'iT � 5'-O" i r RE�UIREMENTS BY OTHERS ' !I
� ; . . STORAGE - — +:• � � ! 3 ' ' I�I DN
. -. _ _ �I
. � � ° � i � I
2,_�� � N� OPP. HAND � DINING ;
ENTRY �� � °� ;� PHASE 1 ,l WOOD RAILING
, � t� �3` � ��i i
� , �4 � � � �N � � �
N � _ �
j i of
I � �1' � y �- - . '
r � � 2 , , � , - ;- EXISTING BUILDING �
� �q i , � 1 ' 1 '; � 1 � � �
�,_ / � �5 �
� � . � � � � : � ,
BUILDING CANTI�EVER ABOVE ' \ � ' �� � �I �
� • � � � � CENTER NEW WINDOW IN I�� ` -- Q ���
' � (Y -6Y� RO��,� '$�h� R�� "�Y� RCjj , � AVAILABLE WALL SPACE ,I � � I
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. , . , -
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I �_=
. � . :��!� � . aR . ' 1 i . . �' ` . . ti3 . . .. . . . � . . - . . . . • . . . _ . . . . . . _ . _ � .. . . a ' I ,. . . . � � � • _ .0 .� . °VU.! r'. { _ .A::la7 �y � .J^tT•• . '.4 � ��1K t611N? `% _ .. �
GENERALNOTES
Contractor is to visit the site, verify existing conditions and familiarize
himself with all new work. In the event of discrepancies behnreen the
drawings and existing conditions , notify the Architect before proceeding
with the work. All work to be performed in accordance with all applicable
codes and regulations .
EXISTING BUILDING , - - �
All finishes, materials, detailing, fixtures, appliances, equipment, etc. ,
including material and performance specifications, as selected and/or
� approved by the Owner. Mechanical and electrical systems design shall
be the responsibility of the General Contractor, required subcontractor or
- DECK ' others as selected by the Owner.
In the case of remodel work or additions to existing construction, finishes,
detailing , materials, etc. , are to match existing or as selected and/or
approved by the Owner. Contractor to verify existing conditions and
t systems, including required ventilation , relocated heating elements, spa
I
' construction and equipment, etc. , and determine adaptability to new work.
� -�-} �-} �-} The Architect assumes no responsibility for errors, omissions and
- fif �# -F-t
applicable code requirements of consultants. The Architect assumes no
� , responsibility for utility coordination, care of adjacent properties,
performance specifications and the componentsof construction safety; nor
GUEST SUITE for the Contractor's failure to carry out the work in accordance with the
' I- = , Construction D
, NOTE: THIS LEVEL COMPRISES _ ocuments.
I PHASE 2 OF THE PROJECT. The investigation of hazardous materials is beyond the scope of these
Architectural Services. The Owner shall be responsible for all existing
ROOF _. - hazards on the property; and for the discovery, presence, handling ,
, : .:: . . ., . :. . :::::.
removal or disposal of or exposure of persons to hazardous materials,
� DN waste or substances in any forms on the property, including but not limited
� ;: � � 1 � to asbestos, asbestos products, etc.
� _
Ownership and possession of the original Architectural drawings shall
�� � OWNER'S remain that of the Architect. Reproducible copies will be provided at the
Owner's request and expense. These drawings are not to be used on
�i CLOSET other projects except on agreement in writing and with appropriate
� � _ - = compensation to the Architect.
EAGLE WINDOW SCHEDULE �c�,ao °SIERRA BRONZE° WITH LOW-E G�ASS)
NO. NOMENCLATURE ROUGH OPENING WXH REMARKS
' 1 . CP2640-1 Clad Picture Unit
� � CA2620- 1 2'- 8X' x 6'- OY:' Ciad Awning Unit `
I BU � L�� NG BELOW � 2• CP26(Treo.l-1 2'- 6K' x Fieid measure Clad Traoezoid Picture Unit
j I CA2620-7 NOTE: Low end of trap./awning Clad Awning Unit
combination has 6'- OY:' R.O.
� � height. Slope with roof pitch. •
I � 3. CP26(Trao.l-1 2'- 6Y:" x Fieid measure. Clad Traoezoid Picture Unit
� CA2620-1 NOTE: Head forms continuous Clad Awning Unit
, line with Window No. 2 and
— - -- -- - - --- - — � � roof pitch.
4. CP2640-2 Clad Picture Units
CA2620-2 5'- 0'h" x 8'- 0 Y; Clad Awning Units
I , 5. CP50(Trap.)-1 5'- 0%:' x Fkld measure Ctad Trapezoid Pidure Unit
t— - -- -- - � - � NOTE: Low end of trap. unit
1 ' has 1 '- 0" R.O. height. Slope
i i with roof prtch.
f 'i
DOOR SCHEDULE
NOTE: THIS LEVEL COMPRISES PHASE 2 OF THE PROJECT. No. sizerrHKNS. MnTeRiA� HARDWARE ROOM REMARKS
1 7 . 2068/1 3/8" Wood/SC Storage Entry Owner lock-off ski closet.
UPPER LEVEL PLAN � �a�� = � �-o�� 2. 3068/13/4" Wood/SC Entry Foyer Customentrydoorperowner.
Option to re-use exist. door.
NOTE: SHADED AREA INDICATES NEW CONSTRUCTION .
Peel/Langenwalter Architects L. L. C .
SAMUELS ADDITION David Mark Peei, A. I A Kathy Langenwalter, A. I .A.
224 FOREST ROAD P . O . Box 1202 Vail , Colorado 81658 date 5-28-98
LOT 11 -B, BLOCK 7, Tele 970-476-4506 Fax 970-476-4572 project � �
VAIL VILLAGE FIRST FILING,
TOWN OF VAIL, COLORADO drawn KL
sheet 3 of 8
J
GENERAL ELEVATION NOTES
PROFILE OF PHASE 2 CONSTRUCTION - - -
Building elevations are for graphic illustration purposes only.
DO NOT SCALE DRAWINGS ! Refer to structural engineering drawings for
foundation wall steps, footing depths and footi�g steps.
In the event of questions regarding the work or discrepancies in the drawings,
/ �� � notify Architects immediately. Do not proceed with work until all such questions j - PROFILE OF PHASE 2
;, ' ' and/or discrepancies have been fully resolved.
� A5 CONSTRUCTION
' �
� �
= � -- -� - -- _ ----- - �'
i � l � I I I I � I \ II � � I �
I � -
� - METAL CHIMNEY CAP ,-i
i ' ' � � ' � � , I � � , �: - _ 1( - CEDAR SHINGLES
� � � �j '� , I� � ' ��� �. 1 I �
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� � � ST
UC
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WOOD HEADER TRIM
I i i � � �
� A �
� i ' � ' � i � �-"� � �-- , � SIMILAR TO EXISTING � �
• ' I I -- --- - —
- ,1y11i � I I � i \ _, -- - - - - -- --
, — . 2X WOOD FASCIA
- - ! '
� - - � ' � 2 3 � � 3' �� � 2 �� �� i - � + , r� = _
� I 1 - � � — � _ �'� — 1 � - I � � � _ _ Ir _ , 6X6 WOOD POST
i 1 ' • - ' - p - I , :� � ' �
I � f i b � � v : 9 � � y 1 i (I ��#, I I i . I �I I I
( i 1
ll I
.� . � j' � I � '-Y'_
r.. . . ., . . � ' t - . y. . �� t : 'rr � � _ "— '_ II �,
� � . _'
. . � ' VERT. WOODSIDING : ; + : , ! ! . : �_.. _ ,
'� . � ' �� I '" : ' �' � ; -- , � - 2x10 MIN. BAND BbARD
� , { _ , f , � _1 I i - I II II ' VERT. WOOD SIDING
� � �� , i �.
' - WOOD BRACKETS TO MATCH EXISTING I � I � , � , ' � ' '
STl1EC0 - ' jI ! ' ' � '
- . -
� - ! '� ' 1 - ���� I . '� ` �- } �-:.1 � STUCCO
2x10 MIN . BAND BOARD � � � � � I '� EXISTING GRADE
�
I , � WING WALLS AT EXIST. HANDRAIL
NEW ADDITION '� A5 TO MATCH EXISTING
k j WOOD TRIM SIMILAR NEW ADDITION
� � TO EXISTING �� � i. �'
-- -
- - - - -- -- --
- -- ---- - - -
EAST ELEVATION vs° = r-fl° � � NORTH ELEVATION 1is° = r-o��
PROFILE OF PHASE 2 CONSTRUCTION - - - - � i r PROFILE OF PHASE 2 CONSTRUCTION - - �
_ - � � � ^. � • v �,
OPEN WOOD TRUSS - � � � � I I / � �
� � � -- - - - —
____ __ ..
� � � � � � ' -
I� I I � I I ,� �� - -_ = I I I _ � t I 1 I ' I I '�, t
�
� $ � � � � i ; ; I �..�� �� � il � �
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STUCCO - - y � ,� NEW COVERED DECK ADDITION
�` � HANDRAIL CAP � ' `
; t
�I , 2x10 MIN . BAND BOARD �
SOUTH ELEVATION vs° = i�-��
, NEW COVERED - VERT. WOOD SIDING ----- - —
DECK ADDITION
_ � � _
�
� WEST ELEVATION 1is�� = 1�-0��
Peel/Langenwalter Architects. L L C .
SAMUELS ADDITION David Mark Peel, F�I A. Kathy Langenwalter, A I A.
224 FOREST ROAD P . O. Box 1202 Vail , Cotocado 81658 date 5-28-98
LOT 11 -B, BLOCK 7 , Tele 970-476-4506 Fax 970-476-4572 project A4
VAIL VILLAGE FIRST FILING ,
TOWN OF VAIL, COLORADO drawn KL/DP
sheet 4 of 8
- - �
, . . . _ . � � -5: - r . Y . . . r 'k�� - � :J� .- . '� � r_4 "' � �t t � . _ . . .r .w � � �. . . � . ?. - '� ' i ' . .
GENERAL SECTION NOTES
Building sections are for graphic illustration purposes only. Verify all structural
members, materials, and details with structural engineering drawings.
DO NOT SCALE DRAWINGS ! Dimensions shown are based on approximate
existing conditions. Field verify all new and existing dimensions once existing
structure is exposed .
In the event of questions regarding the work or discrepancies in the drawings,
notify Architects immediately. Do not proceed with work until all such questions
and/or discrepancies have been fully resolved .
PROFILE OF EXISTING WINDOW TO BE FILLED IN - �,
PROFILE OF NEW � I I � - NEW FIAT ROOF BEYOND --� - ROOF OVERHANG BEYOND
ADDITION BEYOND i '�
BUILT-UP WOOD FASCIA ROOF PITCH TO MATCH EXISTING; -- - SHADED AREAS INDICATE
AND FLAT PLYWOOD - ' ASSUMED 8: 12 PITCH NEW CONSTRUCTION, TYP.
SOFFIT AS RE�UIRED rT.O. BEAM
� � � ��- � I
� 2'-0�, ` � I
� °�° � 1 '-0' ;. ..
� � � � ; � - ;
N i---
♦
OPEN - - ' � '� v I I � .
. . } . NEW POST .� T.O. WALL i T.O. WALL � �� � ' I I , �� , T.O. WALL
� : � - , I �
� � " � - - .
TO WALL � OPEN . i
� I � . � �� � � �� NEW HEADER AS REQUIRED � � � I � �
� �� � : EXISTING HEADER � ' t. ` ; , i� II I�'I I
j �� EDGE OF WALL '� � EDGE OF WALL - �� � � � � • ! � �Iil �� �I . ', ji�. , � � a ' � �
, �
\ �
I TYP. REVISED � �' P � ':�,, , II ) I �, I I p ' � !' , � i i " .
OP N O EN /
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< -�/ , � . �— _ � � ; T.O. SCAB �
_ , .. r , , .; ',
: . .;,. „ - - -
T.O. NEW FOUNDATION WALL
{ � T.O. FLOOR ' - I � VERIFY HEADROOM ,
� � � � �� � � IN FIELD
.
�
I ' CONCRETE STAIRSION GRADE ` " ' � in
NEW WING WALL AT EXIST. ° WOOD BRACKET � � � � �� � �
co HANDRAIL TO MATCH EXISTING � TO MATCH EXISTING � �I � i�
°� ' � ao
� � SOLID HANDRAIL WITH WOOD CAP ! 'n �
� ; � I , �
, � PROFILE OF NEW ADDITION BEYOND
T.0 SLAB ' T.O. SLAB , T.O. SLAB
� . ' / _ , . I . . �/ .
/
i
-z -- - PROFILE OF EXISTING STAIR WELL BEYOND
� 14 TREADS (a� 10° = 11'-8" / 5'- 10" �
— -- ------- - - - -- -
1 SECTION AT EXISTING LIVING AREA va° = 1�� i SECTION AT PHASE 1 ADDITION 1/4° = r-a�
P�I/LanqQnwaiter Architects�L . L . C .
SAMUELS ADDITION David Mark Peel, A I A Kathy Langenwalter, A.I.A.
224 FOREST ROAD P . O . Box 1202 Vail , Colorado 81658 date 5-28-98
LOT 11 -B, BLOCK 7, Tele 970-476�4506 Fax 970-476-4572 project A5
VAIL VILLAGE FIRST FILING,
TOWN OF VAIL, COLORADO drawn DP
sheet 5 M 8
- - - ;._�,_-=-� -- �-.,�,.__.___. - - -
-�. ._ .�,..� . _ _ . ---�-�- . . . _ - � -- _ .. . : _ . ..�. _
,
-I--- -- --- - - - - - - - - t -
I I
I � GENERAL FLOOR PLAN NOTES
I DO NOT SCALE DRAWINGS ! Dimensions shown are based on approximate
� existing conditions. Field verify aIl new and existing dimensions once existing
� structure is exposed . In the event of discrepancies, notify Architects
Iimmediately. New dimensions are to face of structure, unless othenvise noted.
� � Coordinate bearing walis, columns and posts with structurai sheets.
I
In the event of questions regarding the work or discrepancies in the drawings,
� EXISTING BUILDING ABOVE ' nctify Architects immediately. Do not proceed with work until all such questions
i and/or discrepancies have been fuliy resolved .
' �
, �
�
I I
-�-- -- - - ; -r - - - - �-
�
' �,
�
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PHASE 1 - y -
,
PROPOSED
ADDITION
' � • r i N j i _ ' � ' .
Y
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. � '.' .,f�.. � I:
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EXISTING BUILDING
I � � - � � J� �. � � �! <_�_ �
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EXISTING GRFA : 63.25
202. 13
r - � i 79. 17
29�.�$
SUBTOTAL EXISTING: 639.93
PROPOSED GRFA : 42.00
TOTAL LOWER LEVEL GRFA: 681 .83 square feet
1 _ -_ _ _ _
EXISTING LOWER LEVEL PLAN � �a ° _ � �-o°
_ , _ _
Peel/Langenwalter Arcbitects�l_ L C
SAMUELS ADDITION David Mark Peel, A IA Kathy Langenwalter, A I A.
224 FOREST ROAD P . O. Box 1202 Vail , Colorado 81658 date 10-2-97
LOT 11 -B, BLOCK 7, Tele 970-476-4506 Fax 970-476-4572 P�o�ect � �
VAIL VILLAGE FIRST FILING, drawn KL
TOWN OF VAIL, COLORADO
sheet 6 of 8
GENERAL FLOOR PLAN NOTES
DO NOT SCALE DRAWINGS ! Dimensions shown are based on approximate
existing conditions. Field verify all new and existing dimensions once existing
; Z� � �;c �� structure is exposed . In the event of discrepancies, notify Architects
- ---- immediately. New dimensions are to face of structure, unless otherwise noted.
Coordinate bearing walis, columns and posts with structural sheets.
In the event of questions regarding the work or discrepancies in the drawings,
notify Architects immediately. Do not proceed with work untii all such questions
- ` ; andlor discrepancies have been ful�y resolved .
�d-
�
�
� � �i
i
' �� PHASE 2
PHASEI , i PROPOSED
PROPOSED �' _ - � ;� ADDITION
� � = 0h. . � _ i
ADDITION F ' - � Fk`-
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7 ` ' - ' .
, 1� �— �
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EXISTING BUILDING _
- , _ � ,
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PROPOSED ` '' ,
ADDITION � - ' i
;
PHASE 1 �I �
,, , . .� r �-. �
� _ ��
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� _ � �a EXISTING GRFA: 203 .00
-� ; 75.00
� �-� i � i �II � 74.52
Y � /- I, ' : ! I �, �. � 10. 11
- - - 603•34
� ' � _ SUBTOTAL EXISTING: 965.97
-- { - —
- { PROPOSED GRFA: 42.75
^.y - 93.42
� 49.63
SUBTOTAL PROPOSED: 185.80
TOTAL MAIN LEVEL GRFA: 1151 .T7 sqauare feet
1 _ _
_E_ XISTING MAIN LEVEL PLAN � ia �� _ � �-o��
P - I/ an�nwalter Architects. L. LG .
SAMUELS ADDITION David Mark Peel, A I .A. Kathy Langenwafter, A.I A.
224 FOREST ROAD P . O . Box 1202 Vail , Colorado 81658 date 10-2-97
LOT 11 -e, BLOCK 7, Tele 970-476-4506 Fax 970-476-4572 project A7
VAIL VILLAGE FIRST FILING ,
TOWN OF VAIL, COLORADO • drawn �
sheet 7 018
_= _ �-- - _ -
i
GENERAL FLOOR PLAN NOTES
DO NOT SCALE DRAWINGS! Dimensions shown are based on approximate
existing conditions. Field verify all new and existing dimensions once existing
EXISTING BUILDING structure is exposed . In the event of discrepancies, notify Architects
immediately. New dimensions are to face of structure, unless otherwise noted.
(�, ;� : , . � �� Coordinate bearing walls, columns and posts with structural sheets .
li In the event of questions regarding the work or discrepancies in the drawings,
, � notify Arohitects immediately. Do not proceed with work until all such questions
� �, `` ' and/or discrepancies have been fully resolved.
��
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PHASE 2 � ' EXISTING GRFA: 225.00
' • - - - - - -- 12 . 82
I PROPOSED k , - - - - - - -- � " 17 .51
� � ,, ADDITION _ __ _ SUBTOTAL EXISTING: 255.33
. - � CO�L . �'J 5.�. � .
� - - - � " ; i PROPOSED GRFA: 3 . 75
°� i ; i 303. 33
' I ' �, 66.00
� � ,� I, r II °�' ` I ;�I SUBTOTAL PROPOSED: 373.08
i '� 'Y
I TOTAL UPPER LEVER GRFA: 628.41 square feet
�- / - - - - - - - - � - - - I
�-- - --- — - — — - - . _ - �
, I LOWER LEVEL EXISTING: 639 .93
MAIN LEVEL EXISTING: 965.97
I UPPER L LEVEL EXISTING: 255 . 33
I , SUBTOTAL EXISTING : 1861 .23
I � LOWER LEVEL PROPOSED: 42 . 00
MAIN LEVEL PROPOSED: 185 . 80
UPPER LEVEL PROPOSED: 373•O8
SUBTOTAL PROPOSED: 600.68
� EXISTING BUILDING BELOW
i TOTAL PROJECT GRFA: 2462.11 square feet
f - - - - -- - -. !
I
i
I I SITE AREA: 22 ,261 . 30 square feet
I i ALLOWABLE GRFA: 22,661 . 30
-15.000.00 X .25 = 3750 .00
7,261 . 30 X . 10 = 726. 13
I I -t I � i TOTAL UNIT: 4476. 13
� � X .40
I � � , � SECONDARY UNIT: 1790.45
-t � - — - — � ; + 425. 00
+ 250.00
SECONDARY UNIT ALLOWABLE GRFA : 2465.45 square feet
! EXISTING UPPER LEVEL PLAN � ia ° = r-o�� �
1 _ __
� Peel/Langenwalter Architect�, L L C
SAMUELS ADDITION Dawd Mark Peel, A.I.A. Kathy Langenwatter, AJA.
224 FOREST ROAD P . O . Box 1202 Vail , Colorado 81658 date ta-2-97
LOT 11 -8, BLOCK 7, Tele 970-476-4506 Fax 970-476-4572 � �
VAIL VI�LAGE FIRST FILING, project
TOWN OF VAIL, COLORADO drawn KL
sheet 8 ot 8
GENERAL NOTES: SAMUELS ADDITION JOB �k9805- 20 p ! ates s„ pportir, g ; op flcnge hangers from one side on � y sha � � be �ns �aned `i , sr ������iiij '
with the foce of wall or beam flange at ?he hanger locations. ��`�pPP�•••••. 5��
Qf51GN CRITERIA: �o: P�� R q
i. �aminated veneer lumber (LVL) shall have the foiiowinq properties: �; `� o�="-
safety is tne sae responsibiliey of the con Vacior . All methods used for 0 ,
f Flexurol sfress- - - - - - - - - - - - - - - - - - - - - - - 2600 psi construction shall be in accordance with the latest edition of the U� C = ' � "�' -
Roo Li ✓e Locd - - - - - - - - 100 psf = ; � m� =
Modulus of elasticity- - - -- - - - - - - - - - - - - - - - 1 , 800, 000 psi - � _
Reduced Snow Load (�8/12 pitch ) - - - 80 psf e. Observation visits to the jobsite be the engineer shall not be construed cs = : _
Tension paratlel to grain - - - - - - - - - - - - - - - - - 1850 psi =, -c: • � =
Roof Dead Load - - - - - - - - - - - - - - - - 15 psf , inspection or approvol of construction .
Compression parallel to grain - - - - - - - - - - - - - - - - 2460 psi /_ Thou h ever effort is made to rovide a com I 'i 0' 'a``���
Floor Live Lood - - - - - - - - - - - - - - 40 psf , g y p p ete ond clear set of construction �y � .,,: � . �
Floor Dead Load - - - - - - - - - - - - 15 psf Compression parollel to glue iine documents, discrepancies or omissions may occur. Release of these drowings ,��S;npjp� E�\V�o`��
( perpendicular to grain) - - - - - - - - - - - - - - - - - 750 psi antici ates coo �!°�'�������`"��'
Deck Live Load - - - - - - - - - - - - - - 100 psf p peration ond continued communication between contractor,
Horizontal sheor - - - - - - - - - - - - - - - - 285 psi architect and en �neer to r possible structure. These drawings �� � - �
Deck Deod Load - - - - - - - - - - - - 10 psf g' p ovide the best
Where two members are required, each member shall be fastened to adjacent have been r qua' Itied controctor experienced in the
Basic Wind Speed - - - - - - - - - - - - 80 mph ( Exp. B ) p epared for the use of a
Seismic Zone- - - - - - - - - - - - - 1 members with two rows 16d noils spaced 12" o. c. unless n � � Pd . Wn �re �
construcUor� tcchn � ec ?s �no syst�r^ s c _� p � � r ^ � . e
three or four members are required, they shall be tnst <^, ea r � � �� t� er wit � ' wo p
UBC Edition - - - - - - - - - - - - 1991 m
rows of 1 /2" diameter thru -bolts � 24" o. c. unless no . � c; ° yn
i . Framing notes: � ° ° -
� 1 . Exterior Wolls: NAILING SCHEDULE
FOUNDATION DESIGN: - ? � � a
A. All exterior walls are 2x6 studs � 16" o.c. to a mex �-� am, r e ' nt ; f � °
9 . ? L - r., . � °
2x6 studs � 12" o. c. to moximum height of 14' - 6 " ond ( 2 ) - 2x6 2x floor joist to girder, siii or wall plate ( toenail ) 3 � ± � � °n < �
a. Design of individual ond continuous foot�ngs is besed on an assumed maximum Z c p""
allowoble beoring pressure ot 2500 psf (dead load plus full live load) . studs � i6 �� to a maximum height of 17� - 4" unless otherwise noted. <
b. Footings shall be pinced on the notural undisturbed soil, or compocted Cap with a double top piate installed to provide overlapping at comers I - joist io girder, sill or wall plate ( down thru bottom chord) 2 - 1 �d � o
and at intersections with other partitions. If overlap is not possible, � �
structural fill , below frost depth . Sole plate to joist or blocking ( face naii ) 16d � 16 � P � v�
c. Provide continuous foundation drains around the strap top plates with metal strap tie ( Simpson STZgz or equivalent) . z � nm
perimeter of all bosement g. Floor or roof framin members must be ali ned to bear within 5 inches � ° � n I
walls ond at the bose of retoining wal � s. Co� tact soils engineer for details. 9 9 Top plate to stud (end naii ) 2- 16d v
of the studs beneath. o � $
d. Soil conditions and types shall be verified by a representative of the soils \ � � m a
C. Provide 7 /16�� thick APA rated sheathing ( plywood or OSB) rated 24/16, Stud to sole plote 4- 8d toena i , or y .1
engineer during excavation . Report any discrepancies from original findings to exposure 1 , at exterior face of exterior walls. Block all horizontal joints. � o ° �
2 - t6d (endra � �, ) Q d >
structurol engineer for re- evaluation of foundation design . �
D . Provide (3) - 2x10 headers over all door and window openings unless " �
otherwise indicated. Double studs ( face nail ) 16d � 24 " � •
�. At beam bearing locations in stud wolls, provide multiple - stud posts � °
REINFORCED CONCRETE: equal to width of bearing member unless noted otherwise. Doubled top p�ates ( foce noil ) 16d � 16 "
2. Interior Load- Bearing Walls:
a. Concrete design is based on the "Building Code Requirements for Reinforced q, Interior load - bearing walls ore minimum 2x4 studs � 16" o. c . with 1 /2" Top plotes, Iaps and intersections ( foce nail ) 2 - 16d
Concrete" (ACI 318- 95). gypsum wallboard both sides unless noted otherwise. Cap with a double Continuous header, two pieces � gd � �� 6 "
b. Structurol concrete shall have o minimum 28 - day compressive strength of 3000 top plate installed to provide overlopping at corners ond at intersections
Ps� with other partitions. If overlapping is noi possible, strap top plotes with olong e�acr, edge
c. Concrete shall be proportioned using Type I cement. Admixtures containing metal strap tie ( Simpson ST2g2 or equivalent ). Continuous header to king stud ( toenail ) 4- Sd
chloride solts sholl not be used. B. Floor or roof froming members must be aligned to bear within 5 inches
of the studs beneath . Ceiling /floor joists , Iaps over partitions ( foce noil ) 3- 16 i
i
d. Cold weather concreting procedures shall be provided as recommended in the C. Provide (2) - 2x10 headers over all openings in wall unless noted Ceilin floor joists to arollel rafters face nad �
otherwise. 9 � P � ) 3- 16:
ACI Manual of Concrete Proctice. D . At beam bearing locations in stud walls, provide multiple - stud posts
e. Anchor boits for beam and column bearing plates shall be placed with setting equal to width of bearing member unless noted otherwise. Solid - sawn rafter io plote 3- 8d ' ce� a s
templotes or Sim� ;; ;or r �
f. Expansion bolts shall be located at o minimum of 6 bolt diameters from 3. Floor Construction :
r --- . concrete edge and spoced at 10 bott diameters unless noted otherwise. A. Provide 3/4" thick APA rated Sturdifloor rated 20" o. c. , tongue and I - joist rafter to plote ( down thru bottom chord) 2 - t2r, � I
g. Anchor bolts for wood sill plates shall be placed at 4' -0" moximum spacing groove, exposure 1 . Glue and nail panels to all supports. Install z �
with one anchor bolt at 12" from each end or corner and a minimum of two sheathing with long dimension perpendicular to joists ond end joints Built - up comer studs 16d � 24 " Z �--� A ,
onchor bolts per piece. stoggered. Built - u beams each member to ad 'acent Q � �'
h. All exposed edges and comers sholl be chamfered 3/4". B. Provide solid blocking between floor joists at all bearing locations. P � 1 ) i6d � 12 � a
i. Concrete coverage for reinforcing steel ( ACI 318- 95): Blocking material shall match the floor joist material . along eacF Fage I�i � � O
4. Roof Construction :
Concrete cast agoinst and permanently exposed to earth 3" Plywood or OSB roof/woll /floor sheathing 8d � 6" alor. ^ � es
Concrete exposed to earth or weather: A. Provide 5/8" thick APA plywood sheothing rated 40/20 , exposure 1 . Instail y �' � f...� � � a
sheathing witn long dimension perpendicular to raiters or trusses and 8d � 12" intermediate supports � � � Q
//5 bar or smaller � - � �2 end joints staggered. V
//6 through /{18 bor 2" ^ � �i
Concrete not exposed to weather or in contoct with ground: B . Plywood sheathing shall be applied continuously over the primory roof N4?E5- `��r r-�
members rafters or trusses below overframed areas to rovide ade uate 1 • The nails in this scheduie are common wire or box nails. If cooler, s�� ker , or other
Slabs, walls, joists ( //11 bar ond smailer) 3/4° � � p 4 t es of nails are used, contact en ineer for re uired s acin and s� zes . � � ►�
Beams, columns 7 _ � �2 " loteral stobility. YP 9 Q P 9 �
C . Provide wind/seismic anchor supports for all roof joists and trussed Z. � f staples are used , contact engineer f�r required spacing and sizes. W �
rofte�s. See nailing schedule. ', . This srh �d �:� ie ind ' cates m � . , m �,� rn requ �� ements �or naillnq . Where spec �,ai condi ? �ons T /-�
REINFORCING STEEL: D . Provide solid biocking between roof rafters, trusses ond lookouts at c ' � e : ' s ; �, se ! � e �pec f:e � ^ q �, d� ca } � � or the p � ons and devali , . V ; � � , �
bearin locations. Blockin material shall match rafter, truss cho� a :, 1��1
� o. Detoiling, fobrication and placement of reinforcing 51ee1 sholl be in acccrdance 9 9 � � �
z lookout material . rT'� a �
"" with the ACI Manuol of Concrete Practice: 5. wnd Brocing: � Q
�,; b. Except where otherwise noted on the drawings, reinforcing bars shall conform � F„� �--�
� A. Walls over 4 feet long which are sheathed with gypsum wallboord c ^
z to ASTM Specification A615 - 79 and shall be minimum grade 60 except ties, O � _
r`- field bent bars where permitted b note on lon , or bors to be welded, which both faces and ore designated os shear walls on plon hove been ces .gne ; �i
Y p to resist wind forces in accordance with Toble 47 - I ( 25- I) of the UBC � a � F
5' sholl be grade 40, � �..] -
� 8 . At shear walls, screw 1 �2" gypsum wall6oard to alI studs ond to top and
o c. At splices in concrete, lap bars 36 diameters. Do not weld or use bottom plates with �j8 x 1 - t /8" drywall screws at 7" maximum spacing. - - - - - ~ Q
mechanical splicing devices unless specificatly approved by engineer. CONNECTION SCHEDULE � Q'
¢ d. At corners, make horizontal bars continuous or provide comer bors. Around C. Exterior plywood or OSB woll sheaihing is required unless specifically � r> �
Y openings and steps in concrete, provide (2) - #5'S extending 2' - 0" beyond edge deleted by engineer. � � - "
SiraFS��� N ��� �
m of opening or step. _ _ - - - _ _
m e. Extend reinforcing steel a minimum of 24" through cold joints. Unless BACKFIWNG � SiMPSON LUS 28
� specifically located on plon or detoils, coordinate cold joint locotions wiih -
'r' engineer. C SIMPSON HUC 410 w MAX. NAIUNG
�^„ f. Welded wlre fabric shall conform to ASTM Specificotion A - 185. Lap welded ° �o � ot backfill agoinst retainirq woils unt l supporting elements are m ploce and � �
securely onchored, or odequate shoring � s �nstolled. Concurrent backfilling of
� wire fabric a minimum of one full mesh plus two inches. Laps shall be wired each side of o retaining woll to final grades os indicated on plon or section is � SIMPSON HHUS 410 w/ MAX. NAILING
together.
N required unless temporary shorinq is installed.
STRUCTURAL WOOD FRAM�NG b . Verif c �E SIMPSON HU 410 w/ MAX. NAILING dagned by JEP
T y y� e of fill with soils engineer and structurol engineer prior to backfilling. �� yy JEP
� QF SIMPSON HUC 210 - 3 ��� by
� a Except where noted otherwise, all 2" nominal lumber , except studs, shall be GENERAL REDUIRMENTS:
� Dougias Fir - Larch j�2 or better, and au solid timber beams and posts 3" � SIMPSON ABU 66 ��d
nominal and wider shall be Doug� as Fir- Lorch #2, a. Structural erection ond bracing: The structural drawings iuustrate the - - -
'�' b . Studs shoil be Stud grade and better pougias Fir- Larch or Hem Fir, compieted structure with all elements in their finai positions, prope�ly suppo� ted PRIC'I �JG 5 /28i98
D c. Built - up posts shall consist of Douglos Fir- Larch or Hem Fir #2 or better 2X4 or and braced. The co� troctor, in the proper sequence, sholl provide shorinq � nc
N2X6 studs per plan and sholl be nailed together with 2 rows of 16d �ails � 6" bracing as may be required during construction to achieve the final completed
o along each stud. structure. Contact structural engineer for consultation ( not in contract ) as
� d . Top and bottom plates shall be Douglas Fir - Lorch or Hem Fir #2 and better. required.
wPlotes ploced directly on concrete walls or slabs shall be pressure - treated Hem b. Existing structures: If canstruction adjoins an existing structure, cantr�c ! ,�
� Fir /(2. shall be responsible for verifying dimensions. elevations, froming , founda ! � ur ;
c� e. Within floor joist spoces beneath solid or built - up columns noted on plans,
s and anything else that may affect the work shown on the drawings.
o blocking of area equivolent to column above shall be provided . Door or window
� trimmers consisting of a single stud do not require speciol blocking in the joist Underpinning, shoring and bracing of existing structures shall be the
� space. responsibility of the contractor.
o c. Dimensions Check all dimensions agoinst architectural drawings p�ic� � .
Q f. �xCept as nated otherwise, minimum nailing sholl be provided as specified in ��
o the "Nailing Schedule" on the drawings. construction . Do not scale drawings.
,_, d. Construction practices General contractor is responsible for means, metrc,:; =. , �
� Unless noted otherwise, steel connectors such os those monufactured b the
a 9� y techniques, sequences and procedures for construction of this project. �� ct fy �
� Simpson company shal4 be used to join rafters, joists or beams to other beoms
v+ structural engineer of omissions or conflicts between the working drawings r, rti
� at flush - fromed conditions. Use all specified nails. Connector conditions not � �
� otherwise noted shall utilize Type U or Type HU hangers of a size specifically existing conditions. Coordinate requirements for mechanical /electrical /pli, rr e � u• 3
E designed for the member supported, as shown in the manufacturer' s publisheo PPnetrations throuqh structura! elements with the structural enqineer . Jn` �; , ; e
'�° tables. Contocl structural engineer for details as required .
�
° h . Wood nailer plates installed on steel beams or concrete walls for top- flange
i hangers shall be ripped to match the width of the wall or beam flonge. Nailer -
�i
\���\oPpa ARE��i���\
.� ��.;• �Y R. ��
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