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DESIGN CRITERIA: SUNDIAL ({C3 0507-29
STRUCTUftRL STEEL:
Roof Live Load (Snow) ---------------------------- --- 80 psf .: e.r ° .^� r ;,
Roof Deod Load --- ----------------------- --------- 75 psf a. Structural steel shail be detailed, fabricated and erected in accordance with the most current editions of AISC c,' .�• °ri- .
Floor Live Load -------------------------- ---------- 40 psf Specifications and Code of Standard Practice. �';�,-=A`� , '%G;�' �
Floor Dead Load ----------------------------------- 15 psf b_ Structural steel W shapes shall be ASTM A992. Other rolied shapes, including plates ond angles shall be AS'T1�A , � '� 7e° �
Seismic Design Category ------------------------------- EXEMPT A36. Tube shapes shall be ASTM A500 grade B. Pipes shall be ASTM A53 grade B or ASTM A501 . ` 3�1�7 : ;
IBC/IRC Edition 2003 c. All bolts used in steel framing shall conform to ASTM Specification A325. Anchor bolts and bolts used in timber A � � �- �
------------------------------------
connections may be ASTM A307. Bolt sizes shall be 3/4" diameter unless noted otherwise. � �°;,°••. .•'z���
EQUNDATION DE$IGN: ' � SS`�i1Al E��\`
a. Design of individual and continuous footings is based on an ossumed maximum allowable bearing pressure of GFNERAL REOUIREMENTS:
2000 psf (dead load plus full live load).
b. Footings shall be placed on the notural undisturbed soil, or compocted structural fill per the recommendations of o. Structural erection and bracing: The structural drawings illustrate the completed structure with all elements in c:_P � 2 �
the geotechnicol engineer, below frost depth. their final positions, propeiiy supported ond braced. The contractor, in the proper sequence, shall provide
c. A representative of the geotechnical engineer shall verify soils conditions and types during excavation. Because shoring and bracing as may be required during construction to achieve the final completed structure. Contact
geotechnical information was not availabte at the time of preparation of the construction documents, we have structurol engineer for consultotion (not in contract) as required.
used assumed values based on similar sites in the area. Construction of the foundation may not proceed b. Existing structures: Controctor shall be responsible for verifying dimensions, elevations, framing, foundation and
without verifying these values. Report any discreponcies from design ossumptions to structural engineer for anything else thot may affect the work shown on the drawings. Underpinning, shoring and bracing of existing t �' o0
re–evaluation of foundotion design. structures shall be the responsibility of the contractor. .N a `�
c. Dimensions: Check all dimensions against architectural drawings prior to construction. Do not scale drawings. � ¢ � � �
REINFORCED CONCRETE: d. Construction practices: General contractor is responsible for means, methods, techniquea, sequences and U U a o � �
procedures for co�structlon of this proJect. Notify structural engineer of omissions or conflicts between the Z � F oi c� rn rn
a. Concrete design is based on the "Building Code Requirements for Reinforced Concrete° (ACI 318) as adopted by working drowings ond existing conditions. Coordinate requirements f� mechonicol/electrical/plumbing [ � p Z M M
Chopter 19 of the 2003 IBC. penetrations through structural elements with structural engineer. Jobsite safety is the sole responsiblity of the �j d 3 � o � �
b. Structural concrete sholl have a minimum 28-day compressive strength of 3000 psi. contractor. All methods used for construction shall be in occordance with the latest editions of the IBC/IRC. F- � � W � .�,
c. Concrete shall be proportio�ed using Type I-II sulfate-resistant cement. Admixtures containinq chloride salts shell e. Details not specifically shown on the drowings shall be constructed in a manner similar to the details that are Z � ro � F o Q
not be used. shown for like conditions. These items shall be brought to the attention of the structural engineer as soon as � '� � � � ;��
d. Cold weather concreting procedures shatl be provided as recommended in the �1 Manual of Concrete Practice. possible for approval. Approval shall be obtai�ed prior to installation. �
e. Anchor bolts for beam and column bearing plates shall be placed with setting templates. f. It is the responsibillty of the controctor to contact the structurol engineer at the appropriate time to perform � c
f. Expansion bolts shall be located at a minimum of 6 bolt diameters from concrete edge and spaced at 10 bolt site observations visits. Observation visfts to the jobsite by the engineer are for determination of general p�
diometers unless noted otherwise. conformance with the construction documents and shall not be construed as inspection. � c n
g. Anchor bolts for wood sill plates shall be placeA at 4'-0" maximum spacing with one anchor bolt at 12" from g. Though every effort is made to provide a complete and clear set of construction documents, discrepancies or '. . - V � N � M i.
each end or comer and a minimum of two anchor bolts per piece. omissions may occur. Release of these drawings anticipates cooperation and continued communication between • � eo rni°
h. Concrete floor slabs on grade and on metol decking or plywood supported by framing shall have sown or tooled the contractor, architect and enqineer to provide the best possible structure. These drawings have been (E) FOUNDATION SHOWN THUS �a ' .� � � j � °O m a�
control joints at a maximum spacing of 15'-0" in each direction. Locate control joints along column grid lines prepared for the use of a qualified controctor experienced in the construction techniques and systems depicted. I �, x p � �
where possible and provide slab isolation joints around columns. I . :. i (E) CRAWLSPACE � j 0° � .-..�.
i. Concrete coverage for reinforcing steel: � � o x
1 . Concrete cast against and permanently exposed to earth: 3" 1 /2" EXP. MATERIAL, TYP. a Y N a > �
2. Concrete exposed to earth or weather: � I � • i
A. �!5 bar and smaller 1 1 /2"
B. �6 through �t18 bar 2" y
3. Concrete not exposed to weather or in contact with ground: � • V_�ERIFY ��
A. Slabs, walls, joists (�11 bor and smaller) 3/4' .• _� T.O.F. Y
B. Beams, columns 1 1 /2�
9� •n
REINFORCING STEEL• STL. BM. PER PLAN � T.O. SLAB a� . . a• - d . .. . - . � . , . - � ` � � . .. •
a. Detailing, fabrication and placement of reinforcing steel shotl be in accordance with the ACI Manual of Concrete • �
ract•ce (2)-1 /2" 0 x 6 LAGS a��� y �
p i �� ���� p�� (E) FOOTING
b. Except where otherwise noted on the drawings, reinforcing bars shall conform to ASTM Specification A615 and �y�������`� �
p ,n..a ��
sholl be grade 60 except ties, field bent bars where permitted by note on plan, or bars to be welded, which �����
shall be grade 40. BUILT-UP STUD COL.
c. At splices, lap bors 44 diometers. Do not weld or use mechonical splicing devices unless specificolly approved PER PLAN �
by engineer. 3 SCALE: 3 4" = 1 '- O"
d. At caners, make horizontal bars continuous or provide corner bors. Around openings and steps in concrete, 7 5CALE: 3 4" = 1 '- O" S� � �
provide (2)-�5 bars extending 2'-6" beyond edge of opening or step. S�
e. Exte�d reinforcing steel a minimum of 2'-6" through cold joints. Unless specifically located on plan or details, � —
coordinate cold joint locotions with engineer. �1-00'-0 _ = _ _ _
f. Welded wire fabric sholl conform io ASiM Specification A-185. Lap welded wire fabric a minimum of one full T"' �' P��' � �
mesh plus two inches. Laps shall be wired together. � I �
g. Epoxy adhesive for reinforcing dowels shall be Hilti or �Simpson` or approved equivalent adhesive systems. I (E) PLYWD_
Minimum embedments, if not specifically indicated on the drawings, shall be occording to the manufacturer's SEE 2/S7 FOR OTHER END��� _ _ _ _ F„�� � O
specifications. 10U_-� � w ^
h. Metric bar size conversion table: — — T.O. PLYWDY . � " � � �
METRIC INCH-POUND (E) 2x12 RIM JOIST ' '
�{10 �3 (N) 4" CONC. SLAB (E) FLOOR FRAMING
�16 � a (7HICKENED � EDGE) S H O W N T H U S, T Y P. �. ; l � O r y
�79 � (E) 2x12's O 16 O.C. . M �'�"�
�22 #7 . _ � . : ; " { � W �
. (N) (2)-2x12 HEADER � � _° � � �
, ' � : , . , : - O
�32 � 0 (E) CONC. FOUNDA710N ° (N) 2x12 BLKG. PANELS � _ � `1 � r �
�6 �� � � • � `J
(BEYOND) � EA. END OF (N) HQR. ��� y�` ;. � I I . ' � I � Q
. � (E) FOUNDATION SHOWN THUS a ' .. .
�TRUCTURAL WOOD FRAMING: d� 8° I ' . • � �
s SCALE: 3 4" = 1 '-O" , (E) CRAWLSPACE � �
a. Except where noted otherwise, all 2" nominal lumber, except studs, shall be Douglas Fir-Larch �2 and better, 1 /2" EXP. MATERIAL, TYP. , �
and all solid timber beams and posts 3` nominal and wider shall be Douglas Fir-Larch �t2. S� ALTERNATE CONDITION I ' :- ., ' I � a �"�
b. Studs shall be Stud rode and better pou los F`m-Larch or Hem Fir. NMERE SLAB IS �1 �j
c. Built-up posts shall consist of Douglas Fir9-Larch or Hem Fir �!2 or better 2x4 or 2x6 studs per plan and sholl (E) PLYWD. ABOVE T.O.F. 4` VERTICAL CURB � . � � � r�
be nailed together with 2 rows of 16d nails O 6" on center along each stud. WHERE SLAB IS BELOW ` a . � � ^ ��
d. Built-up beams consisting of multiple 2x members shall be nailed together with two rows of 16d noils spaced ! � = � 10� THE T.O.F. _ VE_ R�F_Y ,� f��
at 12" on center, or with two rows of 1 /2" diameter thru-botts spaced at 24" on center. (N) 2x12 RIM T.O. PLYWD. '. . . ,_. •- T.O.F.� �
e. Top and bottom plates shatl be Douglas Fir-Larch or Hem Fir �2 and better. Plates placed directly on PER PLAN THICKENED SLAB 4" •a ' 1 5 CONT. HORIZ. �
concrete walls or slabs shall be pressure-treated Hem Fir �2. EDGE AS SHOWN . .. . =, - � )-� �
f. Wood beoms bearing in beom pockets in concrete or masonry walls shall bear on a treated 2x6 beoring block. 9�� �-� . . • � ' �
. a �
Provide '�Z" clearance around end of wood beom. Block against sides of beam pocket with treated Zx blocking � - - - T.O. SLAB d.� ' �
to provide lateral support for beam. (N) STAIR (E) 2x12's O 16' O.C. d, ' • . • �'� �.�� (E) FOOTING �
g. �thin floor joist spaces beneath solid or built-up columns noted on plans, blocking of area equivalent to OPENING i � :
column above shall be provided. Door or window trimmers consisting of a single stud do not require special .� �� � � o
blocking in the joist space. �
h. Except as noted otherwise, minimum nailing shall be provided as specified in the "Nailing Schedule` on the ' i� �4's x 24"
d� 8° O 16" O.C.
drawings (2003 IBC Table 2304.9.1 ).
i. Bolts used for wood framing connections sholl be installed with standard washers and nuts. 2l-�j5's CONT. HORIZ.
j. Unless noted otherwise, steel connectors such as those manufactured by the Simpson Company shall be used (N) 2x6 STUD �3f CLR. COVER)
to join rafters, joists or beoms to other beoms at flush-framed conditions. Use all specified nails. Connector BEARING WALL
conditions not otherwise noted shall utilize Type U or Type HU hangers of a size specifically designed for the
member supported, as shown in the manufacturer's published tables. Contact structural engineer for details as l6d DRIVE PINS � 16" 2 SCALE: 3 4" = 1 '- O"
required. g�
k. Wood nailer plates installed on steel beams or concrete walls for top-flange hangers shall be ripped to match �R�
the width of the wall or beam flange. Nailer plates supporting top flange hangers from one side only shall be T.O.F. '
installed flush with the face of woll or beam flange at the hanger locations. - ' . � - � " � � CONT. 10"x16° CONC. FTG.
n. Laminated veneer lumber (LVL) shall have the following minimum properties_ ° � ���- - - � a .. BELOW BRG. WALL �E� P�yyyp_ designed by JOE
1 . Flexural stress -------------- ------- ---------- --- --- 2600 psi c�
2. Modulus of elasticity -------------- ---------- --------- 1 .soo,000 Ps� - drawn by JOE
3. Tension porallel to grain --------------------------- --- 7850 psi = � _ � � �—� -��-
4. Compression parallel to grain --------------------------- 2310 psi , — r.o. P�yWp. checked by
Fd 5. Com pression per pendicular to grain (parallel to glue line) -- - ------ 750 psf � �-4 (2)-�5's CONT. TOP & BOT. (N) 2x12 RIM
,; 6. Horizontal shear ------------------------- ------ ---- 285 psi P E R P L A N I S S U B d
'o�' 7. Connection of multiple-member beoms: _ _ _
a; A. Top-loaded beams 5 SCALE: 3 4" = 1 '-O° � PERMIT 09 /12 /05
� i) For members 12" deep or less, noil each member to the next with 2 rows of 16d nails at 12" o.c. S�
g ii) For members greater than 12" deep, nail each member to the next with 3 rows of 16d nails at 12" (N) STAIR (E) 2xt2's O 16" O.C.
OPENING
� o.c. �� ..
� B. Side-foaded beams - '
� i) For two or three member beams, nail each member to the next with 3 rows of 16d nails ot 12" o.c. (3)-�l5s CONT. HORIZ. °' �� '
v ii) For four member beams, bolt through with 2 rows of t /2" diameter botts at 12" o.a `s
iii) For members consisting of more than four members, contact structural engineer. 4' CONC. SLAB PER PLAN �
� o. All lumber used in construction shall have a maximum moisture content of 197d. (N) 2x6 STUD
-+ p. Framing Notes: 9t �-� � BEARING WALL
� 1 . Interior Load Bearing Walts: t. : : _ � � � ' " T.O. SLAB
� A. Interior load bearing walls are 2x4 or 2x6 studs (as indicated on pton) O 16" o.c. with 1 /2° gypsum � • � - :" : � 16d DRIVE PINS � 16"
o wallboard both sides unless noted otherwise. Cap with a double top plate installed to provide � � � � � (IF HEATED SLAB GLUE
� overlapping at corners and at intersections with other partitions. If overlap is not possible, strap top �i� ���i, _ � ^ � (N) 4" CONC. SLAB f� TO CONCRETE) ;,, �
plates with metal strap ties (Simpson ST292 or equivalent). ��g � � `� SheCt
1 '-8 91'--�-�' `�;,��,
'O B. Floor or roof framing members must be oligned to beor within 5 inches of the studs beneoth. o ' a - • . � - T.O. SLAB
a � .- . '
� C. Provide (2)-2x10 headers over all openings in wall, with one 2x4 or 2x6 trimmer ond one 2x4 or 2x6 �5's x�.� O 24" O.C. � • ' ' �• -. -` �•� ... �
N king stud each end, unless noted otherwise. ' . - .� . . �
N D. At beam bearing locations in stud walls, provide multiple-stud posts equol to width of bearing member (ADJU5T FOR HEIGHT) � p����� � � �
^o unless noted otherwise. ���� M �i��� a����y��' � �
o � ��-�,�� ' ,_4p ��r (2)- �5's CONT. TOP & BOT.
�
0
� 4 TYPICAL SLAB EDGE SCALE: 3 4" = 1 '- O° � SCALE: 3 4" = 1 '- O"
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, GENERAL NOTES - SUPPLEMENTAL NOTES FOR SHEET # 1 . NUTE: ��YB�CALpgMENS10N8 �«�����ONIANYSURVEYND
IGENEow PROVIDED BY A LJCEN$ED BURVEYOR. CORNER PINS HAVE NOT BEEN LOCATED BY
, V'1L CONDITIONS ■ THISARCHITECT. ARCFiI'fECf8ASE3HISA88UIlSINFORMATIONONASSUMPTIONS
NOTE : DESCRIPTION: tivwE BY 7HE ARCHITECT, L1MfTED INFORMATION PROVIDED BV THE OWNER, AND O � � �
# INFORMATION FROM SITE SURVEY PL/W FOR PROPERTY. BEfORE WOFtK SFIOl1LD N �
7J PROCEEO ON THIB SIT� CARE 9FfAL1 BE TAKEN TO ENSURE ACTUAL LOCATION OF � W q
THESE DRAWINGS ARE INSTRUMENTS OF PRaFESS10NAL SfiRyICE PRODUCED SOLELY WITH THIS SYMBOL INDICATES, 'NOTE', THAT WILL BE FOUND IN THE NOTES OF THIS SHEET. PROPERTY OR LOT IJNES A8 RE�UIRED. ` '
RESPECT TO THIS PROJECT, AND MAY NOT 8E ALTERED OR REPRODIICED WITFIOUT THE EXPRESS � O REFERENCE THE NOTE INDICATED BY THE NUMBER INSIDE THIS SYMBOL TO TNE NOTE W = �p M
WRITTEN CANSENT OF R08ERT W. ATTLESON, ARCHITECT. THE INFORA4ATION CONTAINED HEREON REFERENCED BY THE NUMBER IN THE NOTES BEIOW. 'NOTE' WITHOUT A NUMBER NOTE: SfTE NpRK COIiSpER/�Tpl�l$; pFipTECT ALL EXISTING LANDSCAPING FROM DAMAGE J r OD
SHALL 8E SUB.IECT TO ART1ClE 1.3.Y; 1NBTRUTAENTS � SERVICE, pF Nq pOCUMENT 8141-1997, OR SYMBO� APPLIES TO ALL SHEETS OF THESE DRAWINGS. DURING CON8TRUCTION. LANpSCApING OAMP�C',ED MAJOR NEEDING REPLACEMENT � � � d
UNLESS INOICATED OT}iERWISE iN TFIE OIMdER/ARC111TECT AGREEMENT FOR THIS PRAIECT. DUE TO TNE CONTRACTOR'3 ACTICIN3 SF1AL1 BE REPI.ACEp BY THE CONTRACTOR AT � � O ^
CONTRACT GENERAL COI�RION: A7��CNMENTS: ALL WORI( DE3CRI6ED IN, Mld INCIDENTAL TO THESE DRAWINGS ARE INSTRUMENTS OF PROFESSIONAL SERVICE PRODUCED SOLELY NO /1DOITIONAL CO$T TO TFIE aNINER. PROTECT EX{STING SPRINKI.ER SYSTEM FROM
THESE CONSTRUICTION DOCUMENTS, SFUILL � SUBJECT TO TF� PRpyi$IpNS pF THE /YA I I WRH RESPECT TO THIS PROJECT, AND MAY NOT BE ALTERED OR REPRODUCED DAMAGE OURMKi CONSTRUCTIpN. LFAyE SPPolN(LER SYSTEM IN OPERABLE a
DOCUMEM A201-79Y7, 19i? Ep1'�IOI�, OCT08ER, 19Y7, AR7ICLFS 1 TW�pllpH 11 qIC1.U81VE, Of THE � WITFIOUT THE EXPRESS WRITTEN CONSENT OF ROgFJtT W. ATTLESON, ARCHITECT. CONDIT70N DURING CONBTRUCT1pN. DAMAC,E TO THE EXISTNG SPRINKLER 3YSTEM a � m �
AMERICAN INSTfME OF ARCMTEC'fS "QEMERAL COMORqt1s Of Tf1E CONTRACT FOR I F ,u - - i � � STRUME 8 OF SERVICE, Oi AIA pOCUMENT 8141-9i�/, UNLES3 INDICATED p�p Tqpp�TlONk COBT T T1£ O� �L 8E REPLACED BY THE CONTRACTOR AT � j V u
CONSTRUCTION," TO THE SAME EXTENT AS IF 1NRI1lEN HEREIN IN FFULL, OR AS IF ATTACHED
H E R E T O. T H E F O L L O W I N O O E N E R A L N O T E S A N D $U P P L E M E M A R Y C O N O l T I O N B S M A L L C A M P L I M E N T � � O T H E R W I S E I N T H E O W N E R/A R C H I T E C T AGi2EEMENT FOR TFNS PRQIECT.
THE AFOREMENTIONED GENERAL COPlDITIONS, AU100CUMENT A201-1907. COPIES OF AIA DOCUMENT I NOTE: STRUCTURAL N07ES: L� � (�j � W
A201 -1997, 1997 EDIl10N, AAE ON FILE AND MAY BER REFERRED TO AT THE OFFICE OF THE ARCHITECT NOTE: THE PRQIECTS AS-BUILT DESCRIPTIONS /WD CONDITIONS INDICATED ON THESE DESION LOADd: FLAOR OEEI[�1 LOAD� ROOF pE81pM �pADg r
OR MAY BE PURCHASED AT A t�OMq�L CFI�2GE FROM MOST DEALERS IN ARCWTFCTl1RAL SUPPLIES. � �_3 �� � DRAWINGS ARE OBSERVATIONS ANp A$gUMPTION3 BASED UPON THE INCOMPLETE FIR. UVE LOAD: = WA ROOF LIVE LpAp; = 90 PgF � N Z p C
ORIGINAL ARCHITECTURAL DRAWINGS AND TFIE ARGi1TECTS OWN FIELD FLR. DEAD LOAD: = WA ROOF DEAp LpAp: = 2p P$F W x O � �
WORK ACCEPTANCE: TFIE NiCHfTECT SNK.L HAVE AUTFIORITY TO REJECT WORK WHICH OBSERVATIONS OF THE EXISTING CONSTRUCTION CONTRACTOR SHALL fIELD VERIFY TOTAL LOAD: = WA TOTAL LOAD = 100 PSF M O W � �
THE ASBUILT INFORMATION COMiA11�D HERNN AND ESPECIALLY FIELD VERIFY ALL W
DOES NOT CONFORM TO THE CONTRACT DOCUTAENTS. m J � j;
�'Z I CRITICAL EXISTING AS-BUILT CONSTRUCTION ANp IMMEDIATELY REPORT NOTE: CAST�N.pLl10E CONCRETE fOOTINW, pERa, COLUNMI p/�p8, FOUNDATION riALtS: O F � {p
� � � � � DISCREPANCIE3 TO THE ARCHITECT UI�ON D19COVERY. A3-6UILT CONSTRUCTION SHALL BE MINIMUM 3000 PSI AT 28 DAYS; MAXIMUM S�UMP OF 4'; MINIMUM S1/2 SACK O r � 3
CONTRACT DOCU�NT'S INTERPRETATION: n� nRCHfTECT SHALL WHICH AFFECTS THE NEW WORK DESCRIBED IN THESE ORAWINGS AND/OR WILL TYPE II, PORTUWD CEMENT; NORMAL WEIGHT, 3b• MAXIIYft1M SIZE ACaGREGATE. ALL � p;, J M �
INTERPRET AND DECIDE MATTERS CONCERI�NFK� PEfiFOR�AANCE OF THE OWNER AND � O AFFECT COST, SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION AND DIRECTION FOOTINC�B SF41LL BEAR ON tNrpIBTUR�p $ql AT A MINIMUM OF 4'-0' BELOW FINISH
CONTRACTOR UNDER THE REQUIREbENTS OF 7TIE CQN'TRACT pOCUMENTS ON WRfTTEN , �' I O , � � .. BEFORE PROCEEDING WITM TNE WOftK GRADE. OR SMALL BEAR OIRECTLY ON SOUO BEDROCK
�
REQUEST OF THE OWNER OR C�NTRACTOR. ALL SUCFf INTERPRETATIONS AND/OR
� DECISIONS SFIALL BE MADE IN WRITING OR M Th� FORM OF DRAWINGS: SHALL BE
RENDERED VNTH REASONABLE PROMPTNESB AND VNTHIN ANY TIAAE LIAAITS AGREED UPON � �
AND SHALL BE CONSISTENT WRH T}� INTENT OF A REASONABIY If�ERABLE FROM THE ��
� NOTE: NOTES:
CONTRACT DOCUI�AENTS. T}IE ARCHffECT, IN RENDH�ING IMTERPRETATIONS, SHALL � �
ENDEAVOR TO SECURE FAf[HFUI PERFORMANCE OF BOTH OVNVER AN� COKTRACTOR AND � � 1� EXISTINO TOWNHOME STRUCTURES TO RECENE WORN: FIVE SEPARATE BUILDINGS �DENTIFIEO
SHALL NOT SFiO1N PARTUWIT/ OT EffHER_ ARCFIfTECT SMAL1 NOT BE LIABLE FOR RESULTS AS: BLDG. e� BIDG. B; BLDG. C; BLDG. D, AND BLDG. E BLOG. A CANSISTS OF FOUR TOWNHOMES
OF DECISIONS OR pJTERPRETAT10N3 SO R�D6iED Ik GOOD FNTH_ (Q� OR UNITS; BLDG. B CONSISTS OF 5 UNIT3; BIDG. C CONSISTS OF 3 UNITS; BIDG. D CONSISTS OF 5
�� UNITS; AND BLDG. E CONSIST3 OF � UNITB
OVYNERSHIP OF DOCUMENTS: n�sE oa�weros ,wo �u�o coHSrnucnoN S !� 5 ��� � �
DOCUMENTS, AS �NSTRUMENTS OF PROfESS10NAL SERVICE, ARE ANO SMALL REMAIN THE PROPERTY � \ �2 EXISTINO DETACHEO OARAOE STRUCTUREB: PAINT EXISTING WOOD TRIM TO MATCH WOOD
OF THE ARCHtTECT. THEY MAY MDT � ALTERm OR REPROpUCED NRTHOl17 THE EXPRESS WRITTEN � // O � TRIM ON TUWNFIOUSES. NO OTF�R WORK UNDER THIS CONTRACT.
CONSENT OF ROBERT W. ATTLESO!{ ARCii(TECT. THEY PRE Tp BE SIJEp ONLY WITH RESPECT TO
THIS PRO,IECT AND ARE N07 TO BE USED ON MIY OTFER PROJECT. ANY DEVIATIONS FROM THESE D'y 3� INDICATES PROPERTY LINE: INFORMATqN ON pROpERTy LINESlWD DESCRIPTION OBTAINED
DRAWINGS WfTHOUT SUCH WRRTEN CON3ENT WILL V�pip THE /1pCli(TECTS LV�8ILITY FOR THIS \ / FROM PLAT CERTIFICATE FOR SUNDIAL PFIASE I DATH7 MAY 2, 1979, AS PREPARED BV KENNETH E.
� __ \ RICHARDS, REGISTERED PROFESSIONAL ENpNEER AND LAND SURVEYOR NO. 2183.
PROJECT ANOIOR WILL BE CAU3E WR LEGAL ACTION BV T}� ARCMTECT AC�AIN3T TFIOSE PARTIES
COMPROMISING THE I�RCHfiECTS DESIGNS. D' 3 / � �. O4 ACCESS EASEMENT• DRIVEWAY:
COMPLEMENTARY INTENT OF DOCUN�NTS TF� INTENT OF THE CONTRACT DOCUMENTS IS TO .
INCLUDE ALL fTEMS I�CESSAItY FOR PROPER EXECUTION AND COMPLETION OF THE WORK BY THE �
CONTRACTOR. CONTRRCT DOCUMENTS ARE C06APLEAffMARY; WF1AT 13 REQUIRED BY ONE SHALL / � � \ SO END UNITS A-4, B-b, CJ, AND D.6 RECEIy1NO NEW FRONT ENTRV ROpF CpVER UNIT E-4 WILL NOT
BE AS BINDING A3 IF REflUIRED BY ALL IF DlSCREPANCIES OCCUR �TV1lEEN VARIOUS DOCUMENS, rJ� D G . T,� � RECEIVE NEW FRONT ENTRY ROOF COVER. REFER TO SHT. 2; TYPICAL END UNIT FLOOR PLAN.
OR WITFiIN A SINCiLE DOCUMENT, TME CONTRA�TOR 3lWl PROMPTIY NOTIFY THE ARCHiTECT OF DEMOLITION: oE�ISH IN AN ORDERLY AND CAREFULL MANNER AS REQUIRED TO O (�- Z � � G , � �
THE DISCREPANCY AND REOtIEST INTERPRETATION OF INTEHf OF THE DOCUUIENT3. ACCOMMODATE NEW WORK REMOVE AND DISP03E OF ALL MATERIALS, EQUIPMENT, AND � � � OB EXISTING PARKINCi: �
C O N S T R U C T I O N I N D I C A T E D A S N O T TO REMAIN. USE M E T H 0 0.S AND SE�UENCING WHICH WILL / ' /
DIMENSIONINCa SYSTEM� DO NOT SCN.f DRAWINGS TO DETFRMINE DIMENSIONS. FIELD PROTECT AND MINIMIZE DAMAGE TO EXISTING WORK TO REMAIN.L PROVIDE TEMPORARY SHORING, � �
VERIFY ALL SITE DIMENSIONS ANp CONpIT10N& �'1D RfcPORT ANY AND AI.L D�SCREP/WCIES TO THE BRACING, UNDERPINNING, OTHER DEVICES, AS RC-0UIRED 70 SUPPORT EXISTING CONSTRUCTION, �- I
ARCHITECT. DIMENSIONS TO EXISTING MATERIAL3 ARE TO THE FfN18HED OR EXPOSED FACE OF UNTIL SUCH NEIN CONSTRUCTION IS IN PLACE. REPAIR ALL DEMOLJTION PERFORMED IN EXCESS OF / \ ;�/ �
THAT REQUIRED, AT NO ADDITIONAL COST TO TF� OYIMER. � / \
SUCH, UNLESS IND�CATE� OTHERWI6£. DIMENSIONS TO NEW MATERIALS OR CONSTRUCTION, ARE TO \
FACE OF NEW STRUCTURAL MEMBER$, ANp NOT TO FACE OF FINISH, UNLESS INDICATED CONSTRUCTIOld SAfETY• RESPONSIBIUIY: ALL SAFETY PRECAUTIONS � \'�'�- � \ � -
OTHERNVISE. DIMEN$IONS FOLIOWED 8Y A '+ QR = ARE EXISTING DIMENT310NS OR DIMENSIONS r
THAT CAN VARY SIIGF(TlY FO ACCOMRIOOATE DUSTMG CpNO1T10NS. OINIENSIONS NOT SO MARKED, DURING THE CONSTRUCTION PROCE3S ARE THE RE3PONSIBIUTY OF THE CONTRACTOR. THE \ � ,� �
ARE TO BE ACCURATELY F1ELD TO. �T SHALl BE THE WTY OF TNE CONTRACTORS TO VERIFY ALL CONTRACTOR IS RE3PONSIBLE FOR THE HEALTH AND SAFETY OF HIS EMPLOYEES, AGENTS, �' � \
DIMENSIONS GIVEN ON THE ORAWINGS ANO REPORT ANY ERROR OR INCONSISTENCY 70 THE SUBCONTRACTORS AND THEIR EII�LOYEES, AND QTHER PERSONS ON THE WORKSITE; FOR THE � _ \
ARCHITECT BEFORE COMMENCING WORK F'ROTECTION AND PRESERVATION OF THE WORK AND ALL MATERVILS AND EQUIPMENT TO BE � C'3 C_Z C_ � -�— �
INCORPORATED THEREIN; AND FOR THE WORKSITE At� THE AREA SURROUNDING THE WORKSI7E.
FIELD VERIFICATION: THESE DRAWINGS INCLUDE SCHEMATIC REPRESENTATIONS OF TNE CANTRACTOR SMALL TAKE ALL NECESSARY AWD REASONABLE PRECAUTIONS AND ACTIONS TO O �IO
PR07ECT ALL SUCH PERSONS AND PROPERTY. THIS SHALL BE INTERPRETED IN ITS BROADEST \
PORTIONS OF AtrBU1LT CONDITION3 OF THE EXFSTING BUILDING AND /OR SfTE ALL CONTRACTORS SENSE FOR THE PROTECTION OF PERSON3 ANO PROPER'fY BY THE CONTRACTOR AND NO ACTION OR
SHAIL FIELD VERIFY THE ACCURACY OF THE INFORMATION 3ti0AM� FIEREIN, AND SHAI.L TAKE INTO OMISSION BY THE ARCHITECT OR H18 AUTHORIZED REPRESENTATNES SHALL REUEVE THE � - ��
ACCOUNT ANY DISCREPANCIES DISCOVERED IN PREPARAl10N OF BIDS AND /OR PERFORMANCE OF CONTRACTOR OF ANY OF 1T3 OBLIGATIONS ANO DUITE8 HEREUt�ER. / - - �- �
N�!ORK DISCREPANCIES DISC'JVERED THA7 WOULD CONFUSE THE INTENT OF THE THESE \ \ \
" DOCUMENTS SHAl18E BROIk`aF(T TO THE ATTENTION OF TF� ARCHTIECT ANLYOR APPROPRIATE
PROFESSIONAL CONSULTANT IMMEDIATELY UPON DISCOVERY. THE CONTRACTOR SHALL CONSIDER DEFINITIONS 8/OR ABBREVIATIONS: /
EXISTING CONDITIONS WRH RE6PECT TO INTEGRATION OF PROPOSED MODIFICATIONS IN ORDER � � � O
• �
THAT EXISTING PLANES AND SURFACES SFfALL MEET IN ACCORD WffH NE1M1l CONSTRUC710N AT I � O
MUTUAL MEETINCa POINT3. '°AS INqCATED' SHdJ�M ON THE DRAIMNGS BY GRAPHIC INDICATION, NOTE3 OR SCHEDULES, rJ�D G, C O , \ O �
017 WRlll'EN IN THE 6PECIFlCATtON80R EL9EVN�ERE tN THE CONTRACT \ '
� I � � ` / 0
J U R I S D I C T I O N A L P U B t I C A G E N C I E S: TM E C A N T R A C T O R A N O S U B C O N T R A C T O R S •n s n i�c r e o, n s n a P a o�v�n a��a r e e- U P I L E 9 9 O T F I E I i W I S E I N O I G A T E D, T H E S E � /�
SHALL BE RESPONSIBIE FOR COMpLUWCE WfTM ALL EXISTiNG CODEB, ORDINANCES, REGULATiONS TERMS �MPLY 'BY THE ARCHRECT' AI� REQUIRE THAT AN INSTRUCTION BE � / \ \ � r♦
O R S T A N D A R D 3, (I N E f F E C T 1 M T N I N T M I R T Y D A Y S P R I O R T O C O M M E N C I N G T H E W O R K� I N C L U D I N G O B T A I N E O B Y T H E C A N T R A C T O R F R O M T M E A R C H I T E C T. O O H '� � / / / �
T H E 2 0 0 3 E D I T I O N O F T�$ I N T E R N A T I O N A L B U I L D I N G C O D E, C l T Y O F V A l L M O D I F I C A T I O N S T O T H E "C O N C E A L E D" N O T V I S I B L E, E M B E D D E D I N M A S O N R Y, C O N C R E I'� O R O T H E R � � � � � 1 A
INTERNATIONAL BUtLDINC3 CODE, 3TATE AND LACAL CODE9. IN CI�SE � CONFLICT BETWEEN CAN3TRUCTiO N; IN TRENCHES; 8EL0'W GRAD� CRAWLSPACES; OR IN ��� � \ / �
R EGULA TI O N B, T M E M O S t S T R I G E N T SHALL A P P L Y. E��R�S � �� b / � O O
"DEMO" DERAOU3H; DEMOIJTlOhk REFER TO 'DEI6tOUTIOM ABOVE. T.�- �'I j ..�i � � �� �
"ENSURE" 70 MAKE CERTAIN IN AWAY TNA7 EIJMINATES THE POSSIBIUTY OF ERROR.
I N S U R A N C E R E f a t l I R E M E N T S: au con�rnACroas �wo suecor,TaacroRS sr+ni.� �•�asr� ewsn�c ,\ ~ J U O
MAINTAIN IN EFfECT THE STATUTORY MINIMUM RE(]UIREMENT3 FOR WORKMAN'S COMPENSATION "EXISTIN(i TO REMAIN' EXISTfNG ITEAAS OF CONSTRUCTIOM THAT ARE NOT TO 8E REMOVED AND \ �� G � � / / ! \ � � O
INSURANCE, AND GENERAL PUBLIC AND P R O E R T Y D A M A G E L I A 8 1 L I T Y I N 3 U R A N C E (M I N I M U M O F T H A T A R E N O T O T H E R W I S E I N D I C A T E D T O 8 E R E M O V E D, R E M O V E D A N D / A�- 3 � ,� Q
$1 ,000,000, EACH OCCURRENCE) WRH A COMPANY LEGALLY LICENSED IN THE LOCATION OF THE SALVAGED, OR REMOVED ANO REIST/111ED, j� � U U �
WORK, AND SHALL PROVIDE THE ARCHITECT WITH CURRENT CERTIFiCATE3 OF WORKMAN'S '•EXPOSED" NOT IN&TAILED UN�ERGROUND OR 'CONCEALED' AS DEFINED ABOVE. "� i �f .. �
COMPEN3ATION AND GENERAL PUBIJC ANd PROPERTY DAMAGE UABILITY INSURANCE BEFORE °FURNI3H' MEANS TO PURCHASE AND DELIVER TO THE SITE DESIGNATED STORAGE � w Z �
COMMENCING WORK �� � � Z �
"6YP" C'iYPSUM, OR GYPSUM BOARD, OR DRYWALL —\ �� �/ \ � Q _ O +.I
C O N T R A C T O R I N O E M N I F 1 C A T I O N R E Q U I R E M E N T S: T H E C O N T R A C T O R "�NDICATED, SHOWN, OR N07ED" AS DEPICTED ON DRAWINCiB OR 3PEGFICATIONS. --�
AND ALL SUBCONRACTORS, 8U8-&UBCONTRACTORB, AND ALL SUPPlJER3 SHALL INDEMNIFY AND "JST" J O I S T, O R W O O D J OIST. O R B A R J O{S T / O � O
HOLD HARMLESS THE �NINER AND ARCNITECT, /WD 7HEIR AGEMS, ANO EMPLOYEES FROM AND "�NSTALL" MEAN3 TO SET, CANNECT, ETC., BUILDING CAMPONENTS SUPPLIED TO THE �' � � —� i � 7 U
AGAINST ALL CWMS, �AMAC'�ES, LOSSES AND F.XPENSES, INCLUOING ATTORNEV'S FEES, ARISING „ S�� \ �
OUT OF ORRE3ULTING FROM TME PERFORMANCE Oi THEIR WOR!( PROVIDED THAT ANY SUCH CLAIM, OR EQUA� OR APPROYEO EWAL" REFER3 TO PRODUCTS WHICH, 114"1'HE OPtNION OF / / � , / � J
DAMAGE, LOSS OR EXPENSE IS ATTRIBUTABLE TO 80DILV INJURY, 91CKNE33. OISEASE OR DEATH, OR T� �CHITECT, ARE SIMILAR IN ALL RESPECTS TO PRODUCTS SPECIFIED BY O f^ �
PROPRIETARY BRAND NAME. 3
TO INJURY TO OR DESTRUCTiON OF TANGIBLE PROPERTY (OTFIER TF1AN T?� WOf11( ITSELF), "PLYWD" PLYWOOD O A - y � - 3 A -Z A - � / � _ / " (/� Q
INCLUDING THE L063 OF USE RESULTING THEREFROM ANU i3 CAUSfD IN NR10LE OR IN PART BY ANY � � '� (/3 �
NEGUGENT ACT OR OMIS310N OF THE CONTRACTOR OR 3UBCONTRACTOR, ANDVON DIRECTLY OR wpRpy�pE- MEANS TO FURNISH AND INSTALL, COMPLETE ANO READY FOR THE INTENDED c� � � �
INDIRECTLY EMPLOYfD BV THEM OR ANYONE FOR VNi08E ACTS THEY MAY BE LU18L.E, REGARDLESS USE AS AFPLICABLE IN EACH INSTANGE
OF WHETHER OR NOT IT 13 Cd�USED IN PART BY A PARTY INDEMNIFIED HEREUNDER. "RELATED N10RK" INCIUDES, BUT NOT NECESSARILY LINMTED TO, MENTIONED WORK � /�i
ASSOCIATED WITH, OR AFFECTED 8Y, THE WORK SPECIFIED. � v
EXISTING BUILDING OPERATIONS: OIHERS WIL OCCUPY THE EXISTINC FACILITIES "REMOVE" DETACM ITEMS FROM EXISTING CONSTRUCTION AND LEGALLY DISPOSE OF
OR PORTIONS THEREOF DURING CAN3TR11CTION CONSTRt1CTION OPERATIONS SHALL NOT
THEM OFFSfTE, UNLESS INDICATED TO BE REMOVED AND SALVAGED OR \ � � R�i g
INTERFERE WITH THIS OCCUPANCY M1Q U3E OF THE EXISTING FACILITIES, NRTFIOlf7 RECEIVING REMOVED AND REINSTALLED.
PERMISSION AND COORDINATING WfTH THE PROPERTY MANAGER. WORK SFiALI BE DONE SO AS TO "REMOVE 8 REINSTALI " DETACH ITEMS FROM EXISTING CANSTRUCTION, PREPARE THEM FOR Z O �
CAUSE A MIIJIMUM OF DISTURBANCE TO THE BUILDINO AND OCCUPANT3, AND TO NORMAL BUILDING REUSE, AND REISTALL THEM WHERE INDICATED. O � \ � �
ACTIVITIES. MAINTAIN SUCH SAFEGUAROS AS MAY � NECE68ARY FOR THE SAfETV OF PERSGNS "REMOVE & SALVAdE" DETACH fTEMS FROM EXISTING CONSTRUCTION, WRAP AND LABEL AND �- V�J � O G . � 5
AND PROPERTY ANO TO PROTECT SAME FROM IPL1URY, LOS6 OR DAMAGE. DELIVER THEM TO OWNER READY FOR REUSE. �
"REVIEWED, SATISFACTORY, ACCEPTED, OR DIRECTED" ASSUMES BY OR TO THE ARCHITECT. � O � Q
EXISTING FACILITIES PROTECTIOWREPAIR: CONTRACTOR OR "REWORK" TO REPAIR EXISTING ITEM8 OR WORK REQUIRED TO BE REMOVED AND �\ � O t�
REPLACED IN ORDER TO ACCOMPLISH THE WORK IN ACCORDANCE WITH THE �•�
SUBCONTRACTOR SHALI REPA{R AT HIS OWN EXPENSE, ALl DAbtAGES DONE TO OVYNER'3 AND CONTRACT DOCUMENTS. � 2
OTHER'S PROPERTY, UWCNOWN UTIUTIES, ADJOIPNNG PUBIJC PROPERTY, ETC., I�S A RESULT OF "RS" ROIIGH SAWN. DIMENSIONS GIVEN ARE ACTUAL 3 �
CONTRACTOR'S CONSTRUCTION ACTIYfT1ES. Alt SURFACES IN THE EXISTiNG BUtI.DING NOT "gq3" $URFACEO FOUR SIDES; DIMENSIONS GIVEN ARE NOMINAL. ♦ �
INDICATED TO BE REMODELED, BUT THE RESPONSIBIE CONTRACTOR (AT HI3 EXPENSE, AND AT NO "SIMIUIR, OR E�UAL" SAME IN MATERIALS, WEIGliT, SIZE, DESIGN, CONSTRUCTION, CAPACITY, �
EXPENSE TO THE (7JIMER) SHALL REPAIR WHICH ARE DAMAGED DURMIO THE CANSTRUCTION PERFORMMICE AND EFFICIENCY OF SPECIFIED PRODUCT. t
PROCESS BY ANY CONTRACTOR, TO MATCH EXISTING ADJOINING SIMIIAR SURFACES. �Typ^ 7yp�C,q� � � O
"WP' WITH
WORK INCLUDED: UNI.ESS OTHERWISE SPECIFIED, THE CANTRACTOR AND SUMMARY OF WORK: THE SCOPE OF WORK SPECIFIED IN THESE CANTRACT �
SUBCONTRACTORS 3MALL 3UPVLY ALL LABOR, TRANSAORTATION, MATERIALS, AVPARATUS, FUEL, � O � �
ENERGY, TOOLS, EQUIPMENT, INCIDENTALS, ACCES90RiE3, ANO FEES� PERMITS LJCENSES, DOCUMENTS CONSISTS OF FURNISHING ALL MMIAGEMENT, SUPERVISION, LABOR, MATERIALS, �
INSPECTIONS, NECESSARY FOR THE ENIIRE PHOPER AND SUBSTANTIAL CAMPLETION OF HIS WORK TOOLS, EQUIPMENT, SERVICE3, TESTING ANO INCIDENTALS FOR THE PROPOSED EXTERIOR \
AND SHALL INSTAI.� MPJNT/UN, AND REMOVE ALL EQUIPMENT OF THE CANSTRUCTION AND 8E MODIFICATIONS TO SUNDIAL TOVVIMOMES, VAIL, COIOR/1D0 AS REQUIRED 8Y THE CONTRACT
RESPONSIBIE FOR THE SAFE, PROPER, AND LAWFUL CONSTRUCTION, MAINTENANCE AND USE OF �OCUMENTS. FOR PURPOSES OF REFERENCE, TFff SCOPE OF WORK MAY BE DIVIDED INTO TASKS AS - ) ' a y
� SAME; !WD SHALL EXECUTE THE WORK IN THE �ST AND MOST WORKMANSHIP MANNER, AS STATED Fo��ows. TASK D: EXTENDtNG EXISTING HORIZONTAL AND RAKED EAVES : � — � S I T�. �N / //= ',� O � O
IN THE CONSTRUCTION DOCUMENT3 OR R£ASONABLY IMPLIED THEREFROM, ALL IN ACCORDANCE INCLUDING, BUT NOT UMITEO TO; PAR'TIAL REMOVAL OF IXIS'TING HORIZONTAL AND RAKED EAVES /
wiTH THe cor,rw4cT oocuMerrrs. TASK A: EXTERIOR WALL FINISHES: INCLUDING, BUT NOT lIMI7ED TO, REMOVAL AND ROOF OVERWING3; PROVIDING NEW EXTEIJDED OVERFIIWC EAVES INCLUDING NEW FACIA,
OF EXTERIOR WOOD SIOING, TYVEI( AND TRIM, TO THE EXISTING WALL SHEATHING; REPAIR AS MEMBRANE 8 G.I. FLASti1NG, SOFFITS, ETC., AS DEFIPED, OR REASONABLY IMPLIE�, IN THESE
WORKMANSHIP: ALL WORK OESCRIBEO IN, AND INCIDENTAL TO THESE CONSTRUCTtON REDUIRED, EXISTING WALL SHEATFNNG ANO FLASHING, PROVIDE NEW TYVEK TO CANFORM TO LOCAL CONTRACT DOCUMEM'S.
DOCUMENTS, SHALL BE FIRST CLASS pUALITY INCL.UDING PLUMB, LEVE� TRUE-TO�LINE, PROPER F�T. CODES AND OROINANCES; PROVIDING NEW EXTERIOR WALL SYSTEAAS CONSISTING OF STUCCO AND DATE : '�/y OG
ETC. , AND SHALL BE CONSTRUCTIR£D �N A WORKMANLIKE MANNER, TO THE SATSFACTION OF THE NATURAL THINROCK VENEER, AND PitOVIDING AND PPJNTINCi NEW WO00 TRIM A3 DESIGNATED TASK E: PROVIDING NEVU CaUTTERS AND DOYYNSPOUTS: �r�c�uoiNC,
ARCHITECT. IF THESE CANSTRUCTION DOCUMENTS OR CONSTRUCTION SITE CANDITIONS MAKE IT ANDlOR REASOWIBLY IMPlIEO BY THE CANTRACT DOCUMENTS. BUT NOT 11MITED TO; REMOVAL OF EXISTING GIJTfERB MIO DOWNSPOUTS; PROVIDING NEW GUTTERS DRN . BY: �y�(A
IMPOSSIBLE TO PRODUCE FIRST CLASS SATISFACTORY WORK, OR TO WARRANT THE WORK OR ITS STUCCO TEXTURE: FlNE SAND FIOAT as o�ir�m er xa aoitruwo CKD. BY: RW.CL
AND DCMMSPOUTS, HEAT TAPE AND INCIDENTALS, AND VNNTING NEIN WORK A9 DEFINED, OR � RE V:
PERFORMANCE, OR SHOULD DISCREPANCIES APPEAR AMONG THE CONSTRUCTION DOCUMENTS CEMENT PLASTFR � ST11CC0 MANUAL: FlFTH EDiT10N, SECOND REASONABLY IMPLIED, IN THESE CONTRACT DOCUMH�tTS. � ` , � 'S• Z �/, � �
WHICH MAY CREATE OUESTION8 AS TO QUAl1TY REWIREMENT3, THE CONTRACTOR OR PRINTING 2 2004.
STUCCO COLOR: TEIF8 COLOR CHART T010 OYSTER 3 T018 SEA TASK F: PROVIDIN(i NEW GUARDRAILS TO SPECIFIED EXTERIOR 31TE CO ITIONS: T►+e c NTRACTOR ACfWOWLEDGES SATISFACTIN AS TO THE NATURE ���/
ARCHI�TECT��IF THE CONTRAC�TOR OR UBCONTRACT�SHOULD FA1 RTO MAKE SU HNA REQUEST, SHELL DECKS: INCLUDING, 8UT NOT LIMITED TO; REMOVAL OF EXISTING SPECIFIED GUARDRAILS; MID LOCATION OF THE WOF21� ALL OF THE GENERAL AtJD LOCAL CONDITIONS, PARTICUTARLY THOSE
THE WORK MUST BE PERFORMED IN A SATIFACTORY MANNER AND NO REQUEST FOR ADDED COST OR STUCCA COLORS WILL BE U3ED ON ALTERNATING BUILDINGS. BEARING UPON AVAILABILITY OF TRHANSPORTATION, ACCESS TO THE SITE, DISPOSAL, HANDLING ANO
�r�sioN oF nMe vv�u sE coNSioEREn. NATURAL THINROCK' ROBINSON ROCK "VYESTCLIFFE�� PROVIDING NEW WROUGHT IRON f3UARDRAIL3 SUPPORTED BY NATURAL THINROCK CLAD COLUMN STORAGE OF MATERIALS, AVPJLABILITY OF LABOR, WATER, POWER, ROADS, AND UNCERTAINTIES OF DATE PRINTED:
THINROCK ROCK CAP: ROBINSON ROCK °WHITE OAK BUFF" POSTS ON THE PATIO DECKS; PROVIDING NEW 'vVROUGHT IRON GUARDRAILS ON SPECIFIED UPPER WEATHER, OR SIMILAR PHYSICAL CONDITIONS AT THE SITE, THE CONFORMATION AND CONDITIONS OF
GENERAL CONTRACTOR'S WARRANTY: ALL EQUIRMENT AND MATERIALS WOOD TRIM: PAINTED REDYMOOD� COLOR: DECKS AS DEFINED, OR REASONABLY IMPLIED, IN THESE CONTRACT DOCUMENTS. WORK AND ALL OTHER MATTTERS THAT CNAN N AN�Y WAYLAFFECT THEDNORK OR T�FIE COST THE EOF
FURNISHED AND WORK PERFORMED BY ALL FIRMS IN CONNECTION WITH THIS PRQIECT SHALL BE TASK G : CORRECTION OF WATER LEAKS AT UPPER EXTERIOR UNDER THIS CONTRACT. THE CONTRACTOR FURTHER ACKNOLEpGES, BY SUBMISSION OF A BID, o COPYRIGHT. ALL DRAWN
SUBJECT TO A ONE (1 ) YEAR WARRANTy FROM THE DATE Of dWNER ACCEPTANCE, UNLESS TASK B: REPLACE�ENT OF DESIGNATED WOOD DECKING WITH SATISFACTION AS TO THE CFIARACTER, (�UAL.ITY AND OUANTITY OF ALL SURFACE AND SUBSURFACE aNO WRITTEN INFORMATION
OTHERWISE SPECIFIED IN THE SPECIFICATIONS. DECKS: INCLUDING, BUT NOT LIMITED TO; CARRECTION OF LEAKS TO BUILDING INTERIORS AT MATERIALS AND ALL fEATURES ON TOP OF THE SURFACE OR ATVVORKSITES TFWT WOULD BE APPEARING HEREIN SMALL NOT
TREX DECKING: INCLUDINC3, BUT NOT UMIT� TO, REMOVAL OF EXI3TING DECKING; REPAIR UPPER EXTERIOR DECKS; DESIGNATED EXTERtOR UPPER DECKS WILL RECEIVE A TRAFFIC COATING ENCOUNTERED FROM HI INSPECTION OF THE SITE. FAILURE BY THE CONTRACTOR TO BECOME TH RW SE USED W T OUDTHE
OF EXISTING DECK STRUCTi1RAL EtEMENTS AND FIASFIING, PROVIDIIJCi NEW TREX DECKING AND ON DECK SURFACES; FIASHING ON DECK AND AT WALL SFiALL BE REPAIRED, REPLACED, OR ADDED; ACQUANTED WITH THE PHYSICAL CONDITIONS OF THE SITES AND N.L THE AVAILABLE INFORMATION WRITTEN CONSENT OF RGBERT
CURRENT DOCUMENTS RECORDS: THE CONTRACTOR SHALL MAINTAIN AT THE W ATTLESON, ARCHITECT.
FLASHING AS DESIGNATED ANDIOR REASONAB�Y IMPLIED 8Y THE CONTRACT DOCUMENTS. PROVIDING NEW STORM DOOR AT DOOR OPENINGS TO DECK AND OTHER WORK AS DEFINED, OR WILL NOT RELIEVE THE CANTRACTOR FROM RE3PON31BRl7Y FOR PROPERLY ESTIMATING THE
PRWECT SITE, ON A CURRENT BASIS, A RECORD CAPY OF ALL DRAWINGS, SPECIFICATIONS, REASONABLY IMPLIED, IN THESE CANTRAC7 DOCUMENTS. DIFFICULTY OR COST OF PERFORMING THE WORK TFE COKfR/1CTOR WARRANTS THAT AS A RESULT �
ADDENDA, ARCHITECTS FIELD ORDERS, AND OTHER MODIFICATIONS (IF ISSUED DURING THE COURSE OF EXAMINATION AND INVESTIGATION OF ALL THE INFORMATqW qNp CONTRqCT DOCUMENTS, AND
OF THE PROJECT), IN GOOD ORDER AND MARKED CURRENTLY TO RECARD ALL CHANGES MADE TASK C : PROVI�INQ NEW ENTRY ROOF COVER ON SELECTED THE SITE, THAT TME CONTRACTOR CAN PERFORM THE W'ORK IN A C300D AND 1NORKMANLIKE M,QNNER
DURING CONSTRUCTION; AND APPROVED SHOP DRAWINGS, PRODUCT DATA (CUT SHEETS), PROi1UCT UNITS: INCLUDINO, BUT NOT LIMITED TO; PROVIUIN(3 NEW ENTRY ROOF STRUCTURE ON ADDITIONAL WORK AS YET UNDEFINED: THE ONVNER, SUNDIAL TOWNHOMES AND TO THE SATISFACTION OF THE ARCFiITECT AND C�IENT. / O F �
INSTALLATION SHEETS, AND APPROVED PRODUCT SAMPLES. THESE SHALL BE MADE AVAitAkiLE TO SPECIFIED END TC7VIMMOMES AS DEFINED, OR REASONABLY II�IJEp, IN TF�SE CONTFUICT ASSOCIATION, INC. AND/OR THE ARCHITECT, MAY ADD NEW WORK UNRELATED TO THE SCOPE OF THE
THE ARCHITECT ANDIOR THE 01MJER OOCUMENT9. WORK AS DESCRIBED IN THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL PERFORM SUCH
ADDITIONAL WORK SUBJECT TO THE TERMS OF THE CANTRACT FOR CHANGES TO THE WORK i
GENERAL NOTES SUPPiLEMENTAL P�srcoNSrRUCnowiNSPecnoN� SFW_LBESHCHEWLEDBYTHECONTRACTOR
NOTES FOR SHEET � 2 : '
� WITH THE ARCFNTECT TO INSPECT ilf SITE, WaRICS17ES, ACCESS ARE/�S. AND IAYDOWN AREAS. NOTE: THE PROJECTS �-�ILT DESCR�710NS APD COI�TpPIS INDICATED ON THE$E Z F '
THIS INSPECTION VWLL IDENTIFY ANY DAMAGE CAUSF� DURING CONSTRUCTION BY THE DRA1MNCsS ARE 08SERVATIONB AND/SSl�PT10NS BASED tX�'ON THE INCOMPLETE �
G E N E RAL GONDITIONS. CO NTI N U E D ■ �NTRACTOR'S ACTMTIES, T}IAT FIAS NOT BEEN OORRECTED BV THE CONTRACTOFi. N07E: DESCRIPTION: ��� ��n� ��,� � ���� � F,E,.p O t� N � I
- # OBSERVATIONS OF THE EXISTING CONSTRUCTION. CONTRACT�DR SIiALL. FIELD VERIFY W
O THIS SYMBOL IrDICATES. 'NOTE'. TFWT WLL � FOUND IN 7HE NOTE3 OF THIS SHEET. . THE A.SBUILT IPFORMATION CONTAMED EIQtE-MI AI� ESPECWIY FIELD VERIFY ALL '
CRITICAL EXISTING /lFrBUILT CONSTRl1Ct10N MID IMkEUU1TElY REP'ORT . W � � {�
REFERENCE TFE NOTE INDICATED BY 'f}� NUMBER INSIDE TFYB SYMBOL�TO THE NOTE DI3CREPANCIES TO ?FE ARCFtTECT IIPOM �. AS.�UILT CONSTRI/CTION � � = r' �Q �
CONTRACTOR WABTE MATEit�A�$, DUMPSTERS AND TRASH REFERENC�D BY TFiE pp1MBER Mi TFIE NOTES BELqN_ `MOTE. WITHOUT A NUMBER WFIICH AFFECTS THE NEW WORK OE&CRIB� N17FESE DRNNNC� MQiOR WILL $ � �
REMOVAL: No w►�s, w�srE. Tw►sti. E'rc, c�w e� aevosEO oF oN suNOw� OR SYMBOI. APPl1ES TO ALL SIIEETS OF TFESE pRpyNNGS_ AFFECT COST, SHALL BE BROUGFif TO TFE ARCHTECTS ATTENTION /Mn DIRECTION � � V � � '
TOYYNHOME8 PROPERTY. /LLL (�NSTRUCTION OE�21S MUST BE HAULED OFF3ITE WR DISPOSAL BEFO� PKOCE�ING NIITH T11E YWRK �
IN AAPPROPRIATELY PERMITT� FAC�IfY. CONTR/ICTOR MAY lOCA7E ATRASH DUA�STER ON SITE T�� ��� � INSTRU�NTS OF PROFESSIONAt SERVICE PRODUCED SOLELY I � �jj 0
WITH RESPECT TO 7HiS PROJECT, AI� MAY NOT � AL7ERED OR REPRODUCED � � �
AT A LOCAT1oN AP� BY 7}ff 1iRl:rNTECT TRASl1 OIA�AP6IER NUST � FULLY t�VERED AT ALL NO7E: TFE FLOOR I�LAN SFIOYYM ON TFNS SFEET IS aF A TYPICAL PROJECT BUILDING I � � � O � ,
VVIiFpUT 7HE E�SS WRITIFN CONSENT OF ROBERT W. ATTLESON, ARCHITECT. OR .eiiRUClURE Sk1dYYM�?i FOl1R IA�NiB A1� HOW�}IEY FR TOGETHER. THFS C V
11iE INFORMATION CONTAINED HEREON SFULLL � SUBJECT TO ARTICLE 1.3.2: ��,1 i
TiMES WNF!! IN�IATtB1�. ALL �(�IL/1T� TRA�l1 MO UE8Ri8 NK1ST 8E CARTED TO THE FLOOR PLAN DOES NOT � A SPEC�IC BUILDM�Ki qd TF� PROJECT,
DUMPSTER ON A DAILY HAS16. TF� AttF.AAROlA�D iFE CONTRACTOR'S OIAYPSTER MUST BE KEPT INSTRUMENTS OF 8ERNCE, OF AIA DOCU�NT d/1i-1N7, UI�ESS MIDICATED � � J � �
OTHERIMBE IN 7FE OWI�R/AR(�NTffCT M�A�lT FOR TM8 PROJECT. AND �SEKfA��T01M�i0� N 7}��B�DINC„S pF � r O
CLEAN AND FREE OF DEBR180UTSIp�7HE Ot1AAP$TBi. � Dl�APBTER IS IOCATED IN A TRAFFIC ARE/l O i
DUMPSTER MUST BE C1fAt�Y A�RKED BY BU!{TqYCs L�2M�G WIYLK�HT FIOURS. MD BY FIASHING T� ��. V O I
IIGHTS (7RAFFIC CONTROL MAf�tERB)AT �C�iT TO WAI�1 DRPoER8 OF TFfE DUMPSTER'3 LOCATION. ' � w/ � z O �
PRECAUTIONS MUS7 BE T/{!�1 TO PREYp�IT E]AMAC�E TO 7tIE ROADWAY SURFACE SUCH , ii
PRECkUT10NS MAY IN�ACT �E AI�WE�fT OF DU�SS£R. 7tfE �TOR MU8T REPA{R ANY � W x � �' tll ;
DAMAGE TO THE ROAOWAY SURF A C E 70 T H E S ATISfACild+l O F 7HE Af2CHITECT. � m o � � o ;
� m ,, ;
PRIOR TO THE START OF CONSTRUCTION� TI� CONTRII�CTOR AND THE !� ``- � O � � � a i
ARCHITECTORFNS /WPOINTED �SENTATfVE8FW.11NSPEC7THEWORK8fTE8, INCLUDING, BUT '� l� � �'. \ �/ � O 3 F
NOT L{M{7ED TO, OE'fEl�fMif3 7F�E ROUSE FOR t'fiE CaiIRACTOR'8 ACCE88 T07HE WORK AND `A� �dX � � ; ii L .1 t7 C �
u�voawr� a►�Eas: TFiE LOC.ATI�N QF DUMPS7F.R(Sk /MD EOCJt110N8 Ff]R lAVOOMYN AREAS /WD � -F� � , � � s
nnrcrErt�u sror�. n�s n�ecnor� is uso To oe�vE �ro ro�� n� cor�omoro oF �u.� �� Q Q> �\ � i
EXISTING EXTERIOR FINBFES. 6dL11P�M. tl�GPING. ANp CONDITION OF ALL EXTERIOR SITE :j . �= �.. i '�!n ?'C' � / � `
AREpaS, NOTING ANY QAMAL3E THAT EX18T$ PRIOR TO START OF COf�TRI�TION. PRIOR 70 THE ,'�7'" V � 5 � }�---'- — :
START OF SITE M�ATIOH ArD CONSIRUCTIO�'�. T1�£ CONiRACTOR SI�Wl PREPARE AND � \ � � • i � �
PRESENT TO TFIE ARCMRECT, A REPORT NOTqiGAPD IOCATNif3 ALLOB�tVED PRE-EXIST1tK', � � 3 `2'c� j' � �
DAMAGE 1N ALL AREAS THAT WILL � PART OF TF� CONiRA�CTOR'S WORK AREA TFqS REPORT SHALL � / �'� '� � i I �
BE USED TO �A� THE Oq�DITIOIY OF THE 317E TO TF� FOST- , " o , `
CONTRUCTION CONDITION OF TFE SFTE. TO DO(�JAENT FNS t�PORT. TF� COI�lTRACFOR MAY SUBMIT �/ � . . .. � ��-NL�1[Y�A�E_LIA[� A 3Q Y� �-- \ � JIICW EAV� LINI �_ _�YF / \ l�lE1[�l_ _L`9Y_�_Ll�I�_ �Q1`�r3�YL� --- / \ ;
PHOT�, OR PREFERR/�.Y, DIGITAI PFiOT08 ON A CD. THIS 3�IITTAL SMALI � MADE TO THE � . ' /O / �� �
ARCHITECT. IF THE CCII�RRIICTOR COMMENCES MOBKRATION dt CONSTRUCr�ON �210R TO THIS . �," , � � O \ /� O � - / \ � � i
JOINT WALIF7HRU OR INSPECTION AND PRIOR TO �TTAL A►� ACCEATMICE BY THE ARCHITECT � g, / � �/ / \
OF NIS SURVEY REPORT. Ti� CONTRACT�pR TF��BY WAIVE$ HIS RK31iT TO ?}IE INSPEC710N AND i' ,�, y � � \ / ," � / .�/� / �! / \ ;
ACCEPTS RESPONS181l.iTY OF TFIE REPAIR OR ANY MD ALL WUM/Ka� TO TFIE SITE /WD BUILDINGS , ' � � � \ � � / \ '
THAT THE ARCF�TECT DETERF�pNES TO � GU�ED BY TF� CONTRIkC70R. � / . " • \ / � i
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�l�Y!� 'DFCK GUARD�.d i L � •TYP. ., � .. Q �
13 BLACK YYROIiOHi IROtI OUARORAIL- SUPPORT F,ROM ROCK CLAD COUJIYMI P03TS.
R�F sur. °t �oR �ET�+ �. s � � 1C� �. F��OF� 7�'��MI � - /- O O REV:
� G�D(JIU 1� d- �O�N�R � EU E L ++ END UNIT UPPER DECK: REMOVE EXISTIN(`,yYppp pECK�t� INSPECT EXISTiNG pECK JOISTS FOR
NOTE: CARPENirY: ROIK#1 AND FlNISH: SOUNDNESS AND ANYVYFATFIER DMAA�GE: REP�ORT Q�MAGE TO ARCFMTECT. INSf'ECT FLASNING
AT ADJOINING WALL$ REPLACE ANY t�EDING I�PIACEMENT_ REPU�CE REAAOVED WOOD
STRIlCTtiRAL DNYIENSIONAL LUMBER SFIALL BE: DOUGLAS FlR R STRUCTURAL OR � DECKING WITH TREX DEGCING� TYPICAC OF iT�SE DECKS ON UI�NTS M. C-3, D-6. AND E-4.
BETTER; Fv = 95 PSI: Fb = 1450 PSi, AND E = 7.iao.ao �s. - NOTE: ��S: THIS DECK ON UNR p-61�EI� Tp �WATER pROpF Sp �t�ISiF,qp pF pEpLACaNG EXygq� �ATE PRINTEO: ,
. SIZES STATED ARE NOMINAL AND MATERIAL IS 343, UI�IESS STATED 07HER1MSE DECKING YVfTN TREX DEGOPIC` THIS DEq(WILL RECEIVE A TRAFFIC COATIN6 ON THE DECK
MICR�: SW1LL BE: 1-3/4' 1.BE WS A�ICR�IAM LVL BY TRUS JOIST MACMILLAN. NOTE: SFJILANTB AIID CAtIL1�1C# THOUQHOIJT 7}�WORK SEAL /UdD CAULK JOINTS WHERE # SURFACE.
OF THE SIZE AND NUAABER INDICATED_ Fv �85 PSI: Fb = 2,800 P�; E = 1,800,000 PSI. �qpyy�,J q,� � � � � � REQUIRED. TO PROVIDE A POSITIVE
FOR MUITIPLE PIECES. WHEN TOP LOADED. FASTEN R00.S OF tBd NAILS AT 1Y O.C.; BARRIER AGAINST PASS�AGE OF M0�7IJRE AND AIR PROVIDE PRIA�R BACKUP O NEW ENTRY ROOF COVER Ol�r BiD IMis Ai. 0.6.C.�. AND Dd �BVE 7F� NEW EMRY ROOF 75 REMOVE EXISTIN(i DECK OtAANDRA�.: REPLACE WRH �2" HKa'FI &J1CIC FMN8FE0 WROUOIif IRON
� COVYNIGHT. ALC DpAWN
THREE ROYIP' OF 7Bd NAILS � 17 O_C. FOR 74', 1g, & 18' BEMAS. NAIL 7 FROM TOP Mp7ER1ALS. BpNp pREyENT�yE MATERIALS Mq OTFIBt MATERIALS REpUIRED FOR A C�R' END UNR E� DqES NOT RECE{VE 71E PEW B�ITR1/ RppF ppyER. GUARDRAIL TYpICqL pN pEp(g /�.4. g,6. '(.-�, �, E.{_ - AND WpITfEN INFOqMA710N
/�PPEANING HEHEIN SNAIL NOT
AND BOTTOM OF MEMBER. NAILING ON TWO PIECE MfaABER IS FROM ONE SIDE; �QMPLETE MO PROPH� M�}��, �}�.TUI I�A.�.S IN STR�T AC ,GOR�ANCE BE DUPLICATED. DISCLOSED, pp
TRHEE PIECE MEA�ER REGIUIIZES NNLING FROM BOTH SIDES W� -ry{E (�p�TqNg pF TF�pt MANUFqCTURER3, TOOLING THEJOINTS TO A yO � E� � � ��� ��' � � �TH NEW TREX OTHERWISE USED WITHOU7 THE
� NEAT ANO �IOOTH PROFILE. . DEC��" . W pATTLESONNANCH�£CT. eEqT
NOiE: FLASFNNta AND �1EET METAL: PROVIDE FlASHING MD SMEET METAL WHERE _
SPECIFICALLY DESCRIBED OR NOT SPECIFICALLY DESCRIBED ON THE DRAWING'�i. 8UT NOTE: ROOFMQ I�W AS�1L.T SFqNq.E ROOFMG SIiALL MATCN EXIS7ING ROOFING. O 8UPPORT I:OLUNW FOR NEW ENTRY 11DOF I�VEIt 125c 12 SO. VNDOD FRMAED C�LUMN FRMAED
RE�UIRED TO PREVEM PENETRATION OF WATER TF�OUGFi TF� DCTERIOR SHELL OF AROUND WOOQ COLUMRd AI� FMrBFED dFl ALL FOIRt 81DE8 WITH NA7URAL TFMNROCIC BY
THE BUILDING. COI��LYING VYITH PERTINENT REWIREMENTS OR RECOMMEND�4TIONS NOTE: NEW �i1fTTEAS /WD DOMYlIBPOIfT� NEW GUTTERS At� DCIYYI�iSPOUTS SHALL AS R�INSOPI BRICK COIYPMIY. COLUM�/ POSi SFYYl BE 65c� RS VMDOD COUJFN�/ CONi1NU0US
CONTAINED IN CURRENT EOITION OF SMAACNS'S •ARGMITECTURAL SHEET METAL SPECIFIED MID BE INSTALLED WF�RE 11�IDICp7Ep q�l THE pRqWMGS pR qg FROM CONCRE7E PIER TO RaOF STRUCTIhtE LOAD OF ROOF SW1LL BE CARf2�ED BY TF� BSc 6' RS a
MANUAL �, REQUIRED. . W/UNSCO�T ON S7RUCTlAtE. 17k 72 (�I.IIA�I BASE TO Mi►T�►i NEK�HT ELEYATION OF TNINROCK �, O � /_
(� �owoe �nr s- a�c�tvawz�o caur�s rh+� rrdcntm �otrrtas r�aua�o U z^x �r r�ow000 F�u► aonrn�. wu�. Ta zx �a �ow etoaar� �rio� ,ra e�.av�. - - -
Mmen�e aHO+�vr� oa aon o� iu..� xo�owrn� �wsx�►ro cnra+ �: PriowoE nr�ca� orr a.� �ae � rnR+Er►� ►+ora�Orer�ort a�n E�wES:
oannasaours ns k�� �woroR naoic.��o oN ow►wn�s. sECtx� To n� �r Fncu� a rx �o• ' , .. `
SOL1D �OCKINCi l���6 BELOVV)WITH � TifiOtJ6H 8P11�8 AT 18' O.C. GUTTERS WILL � -_� _HJ 11� . �4 2"x e" CONTRrU01�! !{1b FAt��: SE(x1RE TO DBL TOP PIAIE AND 3'z 17 RIM J018T/RAFTER. � r! + Ol
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N#TE. NOTES: c �r� � ��„ � ,o .. _� � ! ; ; � i
NOTE: DESCRIPTION• � O �T � � T� �T� � �T sw�,E soo�o: �osnn►o arro 3 �
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' NEYII ASPiU1LT a1�101.t ROOFf�101i ND7'f110YYN OM ORAIYIIrMflF. AEW ASPFIAL7 SMNGLE � i ' � � -- � -- -.i
# R O O F M I G T O M A T C H D O S I'W G M 1 6 T N.L i r B t W I M/F 1 1 G T U�F t'8 RECOA�IEWDATIONS AND /� .
O THIS SYMBOI II�ICA7ES 'NOTE'. THAT WILL BE FOUND IN THE NO7ES OF THIS SHEET. SPECIFICATIONS AND ��fTER1.AGE NEVUYV(fH EXISTNJ(3. INSTN.L I�EW BHN�IQES 1NFIERE MADE —��6- � � 1✓C 1 AI � ��,� �� 'D • �
REFERENCE THE NOTE INDICATED BY THE NU1�ER INSIDE THIS SYMBOL TO THE NOTE
NECESSARY 8Y t�W CONBTRUCTIOM �'- ' l --
REFERENCED BY THE DNAiABFR IN T}� NOTES BELOW 'NO7E:' WITFIOU'f A NUMBER . � 4.5�
oR sr�o� n�uES ro nLL s�Frs oF n�� ow►vwr�s. . \. 3
n�ese oRnwxvcs aRE in�r�u�rs oF a�o�ESSa� sFnv� �oouceo sa.F�v z �!� .�- � `�-� 2.
WYTH RESPECT TO THIS PROJEC7; MID YAY N�T BE AITERED OR REPRODUCED • � '\lA z , �
WfrF10UT THE EXPRESSYYRITTEN CONBENtOF ROBHti W. ATTLE&ON. ARCHITECT. � ��.�,.
THE INFORMATION CONTAINED HEREON SFYILL BE SUBJFCT TO AItTICLE 1.3.� �� \ ` � y� \ \ '\� . ��, � �� '
�T�IMIEIi�'EOf S�tNlCE, OF JW DOIyNI�fIT 8141-1Y97. UNLESS INDICATED � • ,,. � • n � \ �
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� ow►wir�s ar�oes�vnno�es a�n�r�or�s easEa uPO�n� ir�P�� . . � � � �!
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. OBSERVATIONS OF THE EXISTiNG ODN6TT2UCitOK CONTRAC.TOR 3HAL.L FIELD VERIFY � �: �, \ ✓ \ � / \ � � • � � � � \ �
TFE ASBl11LT MFORMP,�TION CONTAN�O FEREaN AND ESPECWlY FlELD VERIFY /LLL � \� ' � � 1�'
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��i�� / SPACING EMPLOYED IS ADEQUATE TO SUPPORT THE ROOF LNE AND DEqp LdID8 R[-QUIRE� BY
O -C�I1 tJiC1 ��! . _ O � O y O ��O� i - O � �ltL�3d1 E;)' / rr� rowr� oF va� euiar� c�oe.
3� 3s 3S O ' �r wacwrES r�w saF�or�.nMO �nrae Moow� ertuMOr s�r inro�uwrr�Nr:
CONTINUOUS MD EXTErD l� ROOF SLOPE FROM MDICATED O V E R L A P A T E A V E 3 E D G E T O DATE:_. !3�
� / � , , kA1NIMUM OF 24' MVSIDE DCfERIOR WAIl L� OF STRIJCfURE
� / . ' . � DRN. 6��JS,
, . � - - � I I 16 INDIC/1TE8 NEW 26 Ci� QALYM�D FL/INr10c OOF(f WUC)US i DC7E1� UP ROOF SLOPE MIN. OF CKD: _BY:_�w�,
� � l— ' � �— — — , — — — • � — — � — — — — � �— — — I — — — r� / � � 12' FROM INdCRTED OVERLAP AT EItYE'S �(3E. RE V:
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DATE PAINTED:
:, � �( ,�I' � �( ,:�%' '� �.i -- — _ q-` � ,l P`l E �OQF j'�.,L�l� � = / — O �
/ �`O � • , � ,\ �7�v 7�` �� •\ �\ AND WqITTEN INFORMATIQN
� � \ �/ � la � ' � ("L7 )REMOVE E7�7N�1(i EX7ERIORYYAL� YY�OOD F1NRH M1ITERNL DOWN 7O EXB7INO WALL APPEAp NGPHEREIN SMALL NO7
�-� �� SMFA�}IINO- BE DUPLICATED, D18CL08ED, ON
\ 8 74° AfC EXTEWC�R RDNID PLYVYOOD SOFFlT: PROVIDE 7W0 ROWS OF TWO EACH 7 DIAMETER
6 Z"x 4" OONTRWIOUS SUB FACI� SECt1RE TO 2^x 12' RIM .IOISTfRAFTER. HOLES FOR VEh7qAT1pN BETWEEN THE 2�c 10' SOLID BLOCICING THAT IS AT 16' O.C. INCLUDE OTHERWISE USEO WITHOUT TME
NATE: THE ROOF PLMf StIOYYF! ON 7'FNB SF�ET IS OF A TYPIGL PROJECT BUILDING ��
WNITTEN CONSENT OF NOBERT
OR STRlJC7lAiE SFI�YYING FOt�2 lM�1'3 AP� FIOW TF�Y F(T TOGETFIER- TH�S • RODENT/ &RD SCREEN SECURED TO INSIDE. ROUGFI SAV1M TO MATCH EXISTING. O EXIST�HO �iYPBUM BOAfID: W. ATTLESON, AHCHITECT.
ROOF PIJW DOES NOT RE�1T A SPEC�IC �JILDMK3 IN THE PROJECT. O �"x 70' 30UD 8LOC1O�N3 AT 1b" O.C.: SECtN2E TO 27c 10' & 2'x 4' SUB FACIAINITH G.I. FRAMING
eut n+E Fourt �rna. u�xrs ott mw�o�s sHODUN na� nr��ca� cuPS a� �ea wu�s. suaPORts r�w a.wu� s�►n�+�r� ,�eove � r�w Fnciw O ex�srn�o rX �r � .ioisr�R: . O ex�srirxi orPSUM �o c�an� �.l � 7E S SI-1 T. # 3
/�ND R�SE�RATNE OF THE 21 TOYIRrF1011AES M THE FNE BINLDINGS OF
E�R �o ex�srnac; rx �rr�r�s � �ro.c.: Q C�II,IT.I �jUF_D QIU SNI. �
n� a�cT. u r: a- woon ww.Frt Qr
17 EXlSPNG BATT INSULATION: REMAlNS. O Y: 1T YMDOD MF7�lS YW RAt7ER 7M.f � 1? QC.: PROYIbE 90LID BLOCdCING AT MIDSPAN. � D � I
SECURE TO BEAM WITH G.1. HURRICANE CLIPS.
_
. . NOTE: THE PROJECTS AS-BUILT DESCRIPTIONS AI� CONDITIONS INDICATED ON THESE 8 f�AR PA71� DEpL YMOOD !i{IARDRA4.= REMpYE EXISTIF[G WOOQ PATIO DECK GUARDRAIL.
N07E: ELEVAiIONS SIIOYYM ON THIS 81$T ARE OF A TYP�.AL PROJECT BUILDING DRAWiNGS ARE OBSERVATIONS /MID AS�AYPTlO� BASED UPON THE INCOMPLETE PROVIDE NEW Ca'l1ARDRAII OF RaC1C VEt�ER C:OLUMNd P06T3 SUPPaRT1NG BLACK FIWISHED O BLACK WROUQiIT IRON (�UARDRAg.: SUPPORT BE7VYEEN PEW ROCK COWMN POST3. •
OR SiRUCRR2E SHOYYM�G FOI� (�NTS A1dD FI01N 7HEY Fff TOGETHER. ORIGINAL ARCF1fTECTtRi/1L DRNMNGS MD Tt� ARGIITECTS O1NN FIELD
THESE EIEVATIONS DO NOT�flF A SPECIFIC 8U1lOING IM THE OBSERVATION3 OF TF� EXISi1NG CONSiRUCTION CONTRACTOR SHALL FIELD YERIFY WROUGHT IR�1 RAILJNGS BETVYEEN THEIYI T�OP OF GU�4RDRAlI SFWI BE 42' ABOVE FlNISFIED
THE ASBUILT II�FORMA710N CONTAII� Ii�-Nr qpp ESf�ECIALLY FIELD VERIFY ALL DECKING. OOLUbp� POSTS SHALL � OF 1NObD CdNSiRlICT1pN WITH NpiiJFtAL THINROCK BY O ROCK CAP OM l�AIl�RA1L St�PORr POSi: TYPICAL
PRO�CT. BUF TFIE FOUR �IML U�/'f8 OR TOYYM�OMES SFIOVIM ARE CRITICAL EJ(ISTING AS�BINLT CONSTRUCTION AND IR�DI/►T�Y REPORT ROBINSON BRICK OOMPANY AS FlNISH VENEER. 7YPICAL OF ALL REAR PATIO DECK GUARDRAILS. O � � �
TYPICAL /11� R�RESENTATIVE aF TFE 21 T01M�IOMES IN TtiE FlVE DISCREPANCIES TO TFE ARCFNTECT Up(N� plSOpyERy. Ag.BUILT COt�7RUCT�pN REFER TO SHT. �3 FOR DETAIL ON VNiERE TO PLACE PEW GUqImRAIL POSTS ALL NEW P06TS O �IDE STUCI�D EXiERIOR WALL FINSH:
BURDINGS OF TFE PRO.IECT. - WHICH AFFECTS THE WEMYVYORK OES� MI TN68E ORIIWINC�S AND/0R WILL
N�W���l��_ftl���►- - _ � W �
SFWLL HAVE 8' DUIMETER CON(:RETE PIER IN THE G�UI� TO 4'-0r BELOW EXISTING GRAOE IF p �
AFFECT COST, SFWl BE BROUq{i Tp 7}E qRCF�fEECTS ATTENTION AND DIRECTION NONE EXISTS IN LOCATION NIFIERE NEW POST TO � I.00ATEp. _ � �
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. NOTES FOR SHEET # 4: '� � - � � �"'� �� � ��r ' . ., -- /- v
i �_ + Q� y ��to u� iTS � - } `f >:
, -, �o wwNSCOr oF w►st�a� nxNraocK sr aoea�or� erecK corwa�n:
- NO#E: DESCRIP170N: NOTE• . NOTES- _ O ��wo�oa.����oN ,�u.�4�s�n�iwu. nii��oc�c e�v E� � � RocK cnP e�w� �ocu a� snx:co � O ' '
ROBIN90N BRICIC COMP/INY. Wltl�l POBT BFW.L BE B�c 6' RS VYOOD COlU1MN CONTINUOUS � O
THIS SYMBOL INDICATES. 'NOTF, THAT WILL BE FOUND IN THE NOTES OF THIS SHEET. � • • FROM CON(XtEiE PIER Tp RppF gTRUCT{A�. Lpy�p � ROOF gHqLL � C„�pR1Ep BY THE 8Sc 6" RS 12 PROVIDE ROOF EAVE EXiE1�lON: REFER TO S1�ET �1 DET/UL A: TYPICAL
REFERENCE TFE NOTE INDICATED BY TFE NUMBER IPISIDE TI�S SYM�L TO THE NOTE WOOD COLUI�d. tiE1GHT OF 12'�[ 1T COLtfl�R9 HIRSE TO MATCH HEIpHi ELE1/A710N OF THINROCK
O REFERENCED BY TIiE NUMBER IN TIiE NOTEB BELdN/. 'NOTE:'W17FIOUT A NUMBER O NEW ENTitY ROOF � dNLY BiD Ulifs A�. 8�6. C�./M� Di RECENE iFE NEW ENTRIf ROOF WAINSCOT �l STRUC7URE. 13 PROVIDE ROOF EAVE EXfENS10N; REFER TO S1EET 3 DETAIL D: TYPICAL rA O
OR SYMBO� APPLJES TO ALL SHEETS OF THESE DRANMrGS. COVER END tN�IfT Ed DOES NOT RECEIVE 7iE FE1M BdiRY ROOF OOVER. ROOF OOVER r ♦
N
STRUCTUf� IS SS' EXTERIOR 3PAN RA7ED PLYWaOD OR O6B BOAfm OVER 7k 17 VYOOD RAFTER3 O REAR PATIO OECK: RF�YE EXISTRIO VMQ00 OECIa!!C?� IN�ECT E)GSTING OECK JOISTS FOR 74 UPPER DEq( OVER ENTRY OUARDRA�: PROti1DE WROt10iR YtON IT F/OH WARDRNL: � � �
T}�SE DRAWINGS AI� INSTRIAuIENI$ OF PRaFE8S10NAL SERVICE PRODUCEO SOLELY � 1Y O.C. WITH 901.� BI.00i0Nf3 AT 1/3 SPML 80FFfT IS Ni RS E�(TERIOR GY2ADE PLYNlOOD. SOUNDNESS AND ANY VYEATt�R pMRAIC'#; REPORT pq�AGE 7p qR(.7N7� ,CT. REPLACE REMOVED
WITH RESPECT TO THIS PRO.�CT, 111� MAY NOT BE AI.TERED OR REPRODUCED . . -- WOOD DECKINC3 VYRH TREX DECKING. TYPICJ1L OF ALL REAR PATIO DECK& 15 PROVIDE 2" THICK ROCK CAP ON TOP OF LOW W/ILLALONO EX7Ef�lOft ST/YR TO REAR DECK: O �O
T1iE INFORMATION CONT NED HEREON SFULL.L BE SUBJECT ARTiCLE 1.3.x ECT. OO ��DE� TREAD8. EXISTMJC WOOD DEqCMIG M1D T�.ODB. AND REPLACE 1MTH NEW O EXTERIOR 8TAIRi TO I�AR PATp OE�K: REIJIOIIE EXI8TING WOOD TREADS. INSPECT EXISTING MATCH FIORIZONTAL ROCK GWS. O �"�
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�O OTHERWISE USED WITHOUTTHE
` - WNITTEN CONSENT OF ROBERT
. W. ATTLESON, AqCNITECT.
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NO#E: DESCRIP710N: W � � �.
- -- - — - --- --- - .�
_�---- - ------------ n�is svMao� iwicnr�s. 'raTe. THAT WILL 8E FOINrD IN THE NOTES OF TFqS SHEET. ` 3: � �
O REFEREIJC�DBYTHE 'NUMBERINT►ENOTESBELdW. 'NOTE: SWITFIW7ANUMBER� r
E JC D � � Q �
OR SYMBO� APPLIES TO /LLL SFEEf3 OF 7FIESE DRAWIPK'aS.
THESE DRAWING,S ARE INSTRUMENi'8 OF PROFESSIONAL SERVICE PRODUCED SOLELY � a � O E
WITH RESPECT TO TH13 PROJECT, At� MAY NOT BE ALTERED OR REPRODUCED � Q V O
WITHOUi l}� E7(PRESS WRIlTFN CONSEM� ROBF�2T W. ATTLE80N, ARCHITECT. J v
THE iNFORMATION CONTAIPED I�REpN SFW.L BE SU9JECT TO ARTICLE 7.5.2; O O
II�TRUMENT8 OF SEftVICE, OF AIA DOt�IMBiT BtH-NYT. Ut�.EBS MIDICATED � p� V ap
OTHERIMSE IN TF� OVMIER/ARCHfTECT ALa'R�F.kEFIT FOR TF118 PROJECT. � N Z �
NOTE: THE PROJECTS ASBUIT DESCRIPTIONS MID (X�ITIONS INDICATED ON THESE W �C H T O
DRAWINCaS ARF OBSERVATIOf+aS MID ASSIJMP7101� BASED UPON THE INCC�IRFLETE m � W �
ORIGINAL ARCHITECTUtAI DRMNINCa`6 MD T}� ARCHITECTS dWW FlELD O m J I�_ �
' OBSERVATIONS OF 7HE EXIS7ING CONSTRUC710N. CONiR/�TOR SFWLL FIELp VERIFY
THE J4SBUILT IPFORMAl10N CONfAII�D HERE-IN AND ESPECVLLLY FlELD VERIFY ALL � � j M �
CRITICAL EXiSTINCi AS�8INLT COI�B7AIJCnOM AND IMM�IATELY REPORT
DISCREPM�IES TO TIiE ARCHTECT UpO1M D�OOqIBi1(. /18�BUILT CONSTRUCTION
WHiCH AFFECTS TFE Nk1N Wl7RlC OEBCRB� M/ TFESE OR/N�Ytl�K38 At�QADR WILL
� AFFECT COST, Sh1AL� BE BROUGIiT Tp T}E ARG#TEC7'g ATTENTION ANp pIRECTION
BEFORE PRaCEEDqJG WITIi 71�E W�ORIC
-- — ----- -
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- - -- -- -- _ --- ---- NOTE: B_EVATIONS SF10YYti ON THI� Sa$T ARE OF A 7YPICAI. PROJECT BUILDING
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ti
THESE ELEVATIONS DO IVd7 �HT A SPECIFIC 6lALDN�Ki IN Tt1E
� i O � O � PROJECT, BIfT TFE FOUR RESIDEM7IAL UNTS OR TdYYNi0ME3 SFiOYVM ARE
O Th
� 4 TYPIGV_ /WD R�SENTATIVE OF TiE 21 TOVYM�N)MES MI T}1E FIVE
� � BUILDINGS OF TFE PRO�CT.
�� _ NOTE: NOTES:
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I � NOTE AREAS AI� REPAIR AS �-0UIRED.
� ' �_ 2O REMOVE EJOS71N0 YMOOD 7AflA AIiO1J1D ALL YYM�OIAfS MD DOORS: INSPECT EXIS7ING WINDONV
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NOTES FOR SHEET # 8 : p �-xe- � ,� �: � F� � � ��� � �- �. �- �� W,�. �o��� ,� � � �� � �►,� � AT �►,�SE� TO �-� x � - �dc ,NTO F��r-� � � o
MfNIMUM OF 2I' INSIDE EXTERIOR WALL UNE OF STRUC7URE. Q
C� ��T�y covEr� � ��. coun► � �r�ou � �rA � L O t9
O8 6'x 6" RS WOOD COLINMk �E TO �7E FTD. BASE WITH SIMPSON S7RON�TIE LCB66 34 INDICATES NEW 26 ti� QALY/i1�E4 R.A6!/K� COKfN�IlpUS 6 EXTENp Up �2pOF SLppE MIN. OF � . ,. �
NOTE: DESCRIPTfON: co�u�nN sasE w�+ 2 - srs� eo�TS �. �r FaoM ir�acn� ovERUw nr �►vE�s �oc�
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Q
THIS SYIi60L INDK'.A7ES, •NOTE', TFIAT WMl BE FOIN�p IN TFIE NOTES OF THIS SHEET. g E X I S T I p q W p L L g H E q A T}1 1 N p (t E M q�1�: I N S P E C T 8 R E P L A C E O R R E P A I R A S R E Q U I R E D: �
Q � Qp �
REFE R E N C E D B l f 'R� N U A�B E R�IND i H E N O T E S B E L O WR 1 . 'N O T E�W I T H O I Y T A N M B E R� 10 WRAA 1N X" EXiHMDItPLYMM000 OR OBB SiEAtl�iOtO �
OR SYMBOI., APPL.IES TO ALL SHEET3 OF THESE ORAWINGS. O REMOVE F�OSTING EXTERIOR WALL WOOD PM&1 MATERIAL DOWN TO EXISTINO WALL a Z
1 t ROBINSON THINROCK VE�ER ALL FOUR SIDE� TERMINATE WITN ROCK CAP AT HEIGHT TO SHEpTpIN(� 1
T H E S E D R A 1 M N G 8 A R E I N S T R U I u l E M 8 O F P R O F E S B p N A L S E R V I C E P R O D U C E D S O L E L Y MATCH ADJACENT ROCK WAINSCOT. NATURIV. THINROCK BY ROBINSON �ICK COAAPANY. O � V O
� WITH RESPECT TO THIB PRWECT, AND MAY NOT � AL7ERED OR REPRODUCED OO EXISTING (3YPSUM BOARD: � � � �
12 8° DIAMfTER (�NCRETE PIER TO �B" BELOW t�RADE DEPiH: REI�CE WITH 7W0 *5 REBAR � �
� W I T H O I f T T F I E E X P R E S S W R f T T E N C O N S E N T O F R O B E R'F W. A T T L E S O N, A R C H I T E C T. BENT AT TOP TO TIE INTO CONCRETE CAP. O EXISTIN(i GYPSUM BOAIm CERA�
THE INFORMATION CONiAl1�D FIEREON SFW_L BE SI�.IECT TO AFtTK�E 7.3.x . - .
�1i8 OF �lMICf. OF AIA DOWI�l1'f B1N-H�►, lRrl.€S81P�ICA.TED 13 72^'x 7Yx 8" CONCRETE FOUNDATION BASE iIED TO 8' DUIMETER CONC: PIER BELOYY fT: SET TOP O 2"x !' YYOOD NAILER
0 7 F E R W I B E I N T H E C I Y M I�R/A R G N T E C T A�N T F O R T 1 9 S P R O J E C T. 4' A�VE GRADE.
44 Y"x 12' W�OOD RAF7ER$ NN RAF7ER T/1<S e 12" O.C� PROVIDE SOLID �L OCKtNG T MIDSPAN.
NOTE: TFE PROJECT'S AS�ALT �SCRIPTIONS AI� CONpITION81t�ICATED ON THESE 14 3 -2'x 8° STUDS SECURED 70 EX�TING WALL SHEA7MING AT CO(UIER: FULL HEIGHT AT WALL TO SECURE TO BEAM WITH (i.l. Fq1RRICANE CL1pS Z �z�/ 2�� RIpG E y1.4 TE W?Nq�i GEQ$ , .
DRAIIYN�ARE68�R1/ATION8IWFSASStKAPT10NSHR8EDUP6MTFiEN�LETE . SOFFITABOVE
ORIqNAI ARCFMTECTURAL DRAYVRJOS MID TFIE ARCFNIECT'S OW11 FIELD O 2"x 10" WOOD SOUD BLOCKq�K�k
' O�ERVATKM�S OF T�'IE EXISTMIG f�STRl1GfIOFL f�NTRaCTOR S1iALL FIELp VERIFY 75 WRAP WITN ROBINSO�I iHINftOCK yENEEF� NpTUW1L THINROCK BY ROBINSON BRICK COMPANY. � DATE: _y��-Q fs
TFE ASBU�T MFOt�1AT10N COFffAq�ED H�RE-IN AND ESPECWLLY FIELD VERIFY ALL ( 43) 2"x 1P WOOD RAFfER T/IdS � 12" O.C.: DRN. BY: RW�
CRRICAL EXISTINCi AS-HINLT �7RUCTIDN AND IM�TELY REP'vRT 18 NATURAL THMROCK VENEER BY i�086�ISON BRICK COMPANY_ �..�/ CK D. BY: �CY114
DISCREPANGE8 TO 7'HE ARCFYTECT UPON D�COVERY. AS�T CONSTRUCTION O PROVIDE (iJ. FN� CLIPS AT FACH RAFTER SEq1�NO TO WOOD BEAM: RE V:
WI-ACH AFFECTS TF� NEYV W�ORb( DEBdt�Ep M THESE DRAWMK38 ANDlOR WILL 17 SPHALT 8HMIOLE ROOFINO TO MATCH EXISTNIO ASPFtAIT �E ii00FY�Ni: EXIS71NCi AND NEW
AFFECT COST, SHALL � BROIJqii TO 1}IE AACFNTECTS ATTENTION AND DIRECTION ASPHALT SINNOLE ROOFMId IS NOT SIIOWN ON DRAYYM�('1S: I�W ASPFIALT SHINLU'E ROOFINCi TO O �MOVE EXISi1N0 FACIAAI�D P(�DVIDE Y"x 12' RpYYU �NfM1UOlIS gU8 FACIA:
��� P��a�''�T�'� T��K MATCH EXISTING. INSTALL PER MANUF/�711RER'S �Na1T10NS AND SPECIFlCATIONS AND
INTERLACE NEW W1TH EXISTN�G� INSTALL NEW SFYNC�ES VNiERE MADE ►�CESSAftY BY NEW O EXISTIN(i 1" RIOID N�ISIN ATqN SHEATf�q BEiN1EEN PpRTy WALLg: REMNNS.
CONSTRUCTIOrI 47 PROVIDE X" EXTERIOR. �/W RATED PLYWOOD OR O$B SHEA'IHM16:
OATE PRINTEO:
NOTE: NOTE3: �s � � � ��LViY�D f�IJiiEp81MENE MIOICAiED. MOIINf AS REqU1RED ��� R� � ��: ��E TO WIFTERS:
# DOVVNSPOUTS A REQINRED APIQADR INDICATED DRAWINGS. SECURN E TO 2'x 17 FACIA & 2hc 10' O �p �
SOUO BLOCKING (I�qTE�B 6ELOIfY)Vy�TH NJ[E(;RAL TFROUGH gp11(ES AT 1� O.C. GUTI'ERS WILI O Z°x 8" BRACINO AT 18' O_C.: SECURE EACH �dWER 2Sc 8' TO 25c 8' SUB FA,CIA WITIi SIMPSON
�1 NEW ENTRY ROOF C.011E� OI�Y ENd tMfs M, !i6„ G.7, AI�p.6 /�CEIYE 7FIE NEW EMRy RppF NEED TO SUPPORT VNNTER ICE BUH.pUPS VIRi}IOUT BEWINCi OR OTF�RW�E FAIUNG. INSTALL HANGER LUSZB, LIGFff DUTY D� 3FIEAR ,qIST ►{q(�GER, NAIL WITH 10d NAILS. SECURE EACH O COPYqIGHT. ALL DHAWN
COVER END UNIT E-4 OOES NOT RECEfVE TFIE NEW pJfRY lippF ()pyFJt. ELECTRIC F�AT TAPE IN FA�CH GUTfER AND DOVNrSPOUT. UPPER 2'z 8' TO 2'z 17 CONTINUOI)6 8UB FACIA WITM &�IP9pN FIANGER LSUTg, Nqq_ yWT►{ �pd AND WHITTEN WFOpMAT10N
NAILS. NAIL �TH 2x 8' BRACES TOC�THER AT/NEAR 7k 8' SUBFACI0. APPEANING NEpE1N SMALL NOT
- O �� � �� � �� ���� �� ��� BEDUPLICATED, OISCLOSED. 011
1S Tx 12' �00p FAR�A CONTINUOU& NALL TO 8178 FAC{A OR 30LID �OCqNG. SYPICAL ON OTNEHWISE USEU WITHOUT THE
DECKIPM,. ALL EAVE EXTQ�31O1�; YNiETFIER EIORIZONT/IL OR RAKED EAVES. O �"X 4' BRACES AT 18' QC-: NAIL TO LUIVER Y7C 8� BRAGE. WRITTEN CONSENT OF ROBEHT
W. ATTLESON, AHCHITECT.
OAROUND WOOD CflL1ft�IN AND Ffl�iSHED ON /ILL FOl1R��SDES YNiH NATiNtAL THINR�CK�RAMED O Yx 8° OONTINUOUS SUB FAdA: 51 INDICATES NEW PA?ER MCKED M�TAL LAi11E POR Si1JCC0 APPLICATION OF EXTERIOR FINISH.
ROBINSON BRICK COIYf>ANY COLUMN P06F SlWl BE B5[ B' RS NlOOD CALCIANY COHTIMUOUS 21 2"x 12' CON7MN/OU8 SUB F/IdA: SECIIRE TO VYOOD BEAM. 52 Tx T SLEEPERS: (`�'/,
FROM CONCRETE PIER TO ROOF STRUC7tRiE LOAD Of ROOF SF WL BE CARRIED BY THE A'x 6' RS O 2°X 12" CONII�NIOUS &1B FAGR SECURE TO 2x 12 RNN JOIST/NAFfER 53 8"X 10" RS WOOD BEAM: � �� 1
WOOD COLUf�N. FiEIC#ff OF iTk 1? CQUJAN BJ18E l�p AMTCH HHGF4T Q.EYATION OF THINROCK AG -
WAINSCOT ON STRUC7URE.
NOTES FOR SF1EE I � 9 : � �
NOTE: DESCRIPTION: ` 6 �2 � O V ' °' �
# 9 � W` o �
O THIS SYMBOL INDICATES, •NOTE', THATVYILL BE FOUND IN THE NOTES OF THIS SHEET. 6•, W r
REFERENCE THE NOTE INDICATED BY THE NUMBER II�IDE TMS SYMBOL TO THE NOTE , ` � �
REFERENCED BY T►� MJIdBER IN THE NOTES BELOW. 'N07E:' WITFIOUT A NUMBER `
OR SYMBO� APPLJES TO ALL SF�ETS OF iHESE URAVYINGS. II I 0 r .�+ aD N
THESE DRA�IV9tl�8 qR� INSIRUM�NTS OF PROFESSIONAL SERVICE PRODUCED SOLEIY v
WITH RESPECT TO THIS PRO.IECT. AI� MAY NOT BE ALTERED OR REPRODUCED / X \ \ Q � � � �
NRTFqUTTHE EXPRESg WRITTEN CONSENTOF ROBERT W. ATRESOM. ARCHITECT. - _ j � 1 �j• m p
TFIE INFOf�AATION CONTAMIED HEREON SHALL � SUBJECT TO ARTICLE 7.3.2: V1�D FR LV 1 IIJ Pi � • ' J � �
iNSrnuM�rrs oF s�nnce.oF aa oocu�r e+as-,aQr. ur,�ss ir,acH�o q O __ i
onie� m n� awr�waacF+rrECr n�xr rori nns �aECr.
. � 1 3 b F- „ � �. a
NOTE: CONTRACTOR SFIALL FIELD VERIFY EXISiW(i W�Rq� AND DMIENSIONS BEFORE �y ' � , � N Z O
PRDC.E�YN11171�c YYOi1K GII1�lI�ffD ON 7HS BFEET. FAILURE TO DO SO WILL '� � � a : p � O
T}� W�O R K H E R 9 N�PIi011 ACd1RA7E PLAR�EMT /WD CONSTRUCTION OF O I2 � `O / � / I� � � Q W W 11
l l l� '� � � °I � � O m � � x
N O T E: 7 H E P R O J E C T'S A 8�8 U I L T D E 8 C R I P T I O N 6 A I� C O N D l T I O N 81 N D 1 C A 7 E D O N T M E S E �
ow►wn�s nr� oe�tva� a�o � e�o u�w rr� ��erE \ : � ; I . I 2 � � 0 3
; .,
ORIGINAL A�RCFIfTECfURAL OR/WVINGS AND TFE AR(xIRECT'3 UYNi FIELD �C \ �. • � • �Z,�tZ� �� 6 " Co Nc : p�a , � � � � �
OBSERVATIONS OF 1HE DUS7N�IG CONSTRUC710N. (�T[TRACTOR SW1LL FIELD VERIFY � � � , /
THE ASBUILT II�O�MT�OTt CONTAM�D F�RE-iN /V� ESPECIAL LY FIELD VERIFY ALL i � • • I �, � � �-
CRITICAL EXIS11N0 AS�IY.T CONBTRUCTtON MID IA�/NEDIAiELY REPORT � , � � _'�---' �bNC . P /L�R TO '� S 1,3F..L Ol,.) G RA Z7F � IO � 7
DISCREPANC�S TO T!E ARG�f�ECT UPON DISCOVERY. AS9U�T CONSTRUCTION ;-' 6 _. � � v v
VNiICH AFFECTS T1� UEW W�ORK DESCRI�D IN T1�SE �AWINGSlWDFDR WILL ' 1 Z�� ^ P
aFFECr cosr. SWLLI. BE BROUQIitTO TFIE ARCMITECT& ATTENTION AND DIRECTION _J° T�� rj ' � � � 1 �p.J
BEFOREPROC�EDMKiWfTFfTHEVYORK , / � ` �! '
' - " � 2 4 LLF V. Fi�ir�. D�. 1'�11 L , � , , ,�� x�.
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s�iric wnr� voro Wu►r�w.. aourt 10�� � � � c�o�. oa+cR� Pn� iwo ,
oRiuFO �� c�ew eE t�ax�oTOC�r►�R _ C° �"� x�'
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!F
ENTIRE LENC3TH AND BENT At TDP TO i�ST W CONCRETE FOUN�YITK7N PAD_ CAN DRILL AT ANGLE IQ � �(� �
NOT TO EXCE� 15 �S OFF OF VERTICr4L � REQUi1�D TO AVOb EXISTING DECK EDGE WfiH i '
� nuc,�R. / ; \ a -�� aF Ex► s r, t�E�KO 14 13 H V 13 �
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O4 EDQE OF EXISiiNf� PAi1D DEpC EO(iE IJ�E BE(�OMEB t�MERll1� OF tJBN GYIARDRAII COLUMN � �N � � 1N l 1 � O / /\ `
POSTSANDBLACICWROUGFiTriONGY1WtORAIL / � �4f L7 /� �� , �f � )
OS EDOE � FJOS'Iqif3 PA71D DE�dC A� =7A/t FROM pUDE TO DEd(: ALIGN FACE OF WOOD FRAMING �/ � ,�'•� � �O � ,
OF GUARDRAIL POSTS. 2 j� i i — `C j
O6 CENTEI� OF �At�C YlREOIlOF11' �iON titlARpRA<: B' AMD PARALLB FROM DECK EDGE. g' , � G •: � • , g � , 2 , � �� E,. � . .
��J.jv. . ♦�
O7 REAR PATIO DECK: REAIOVE DOStINCa VY000 DEGONG. INSPEC7 EXI&TINC'a DECK JOISTS Fa2 `r ' /
souNO�ss arro ,wrv�wrr�x w�c�: r�+oRr � ro n�c►*rECr. RE� �ovEO 3� � Fcx��r L _ , ,•� ,�c�ua l� t 2 " _ � �
----- - -- ---- - --- - -- - — ---
WOOD DECKING WtTH TREX OECfONC3. TYPICAI. �F ALL REAR PA710 DECK3. V" �-------- -- --- � � -- --- - - J --- O
q +
O8 RFM PAilO DECK INOOD t�llA1lDRAL: REMOVE E)OSTMG WOOD PATIO OECK GUARDRAIL / - / Z 'D _ � � � O
PROVIDE NEW Q�llARQRAM.OF ROCiC Y£t�ER OOIIlM9� POSTS 8UPPORTING BLACK F{TUSHED
WROUC3FiT IRON RAKJNtsB �T1AIF�,EH Tt1EM. TOP pF C�llA�RAIL 8HN1 BE 42' ABOVE FINISHED
DECKING. COLUAINd P�T8 SF40l.L 8E �VUb00 �TION 1MTH NATlN2AL THINROCK BY /► � �� �.
ROBINSON &21CK COA�ANY AS FlNI�t YENEER. TYPIC/LL OF ALL REAR PATIO OECK GUARDRAILS. �� /`'a ��[�R P.n,T i O DL GK r'�-�W _D�r�4 f 1� S J% � = l � D � � i � � ;';�' - ��l
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:�.
BHWLD START AT BASE WfiH FLAT 2'u 4' SILL PLATE SILL PLATES IN CONfACT WITH CONCRETE (p �-
SHALL BE REONr000 OR 7ftEATED MATERIAL � � . " - �' O • �
11 WRAP YNTH NATURAL 7�CK VENEER FROM RO�ISON Bi�CK COMP/WY: BACKSIDE OF / i �"' /D �� �� ��C' O
OUARDRAIL POST UNDER THE PATION DECK WILL NOT RECEIVE THINROCK VENEER. ��� O� p� rj'C. � 130 �I C � _ ___ 'A _ / '7' �� ' � � � Q
12 THIS �UARORAII. P�T BUILT EN7IRELY UP FROM PAilO DECK SURFACE: SECURE VYOOD SILLS � �� ./ � ``�: � � `
TO PATIO DECKING. . � `_ � �� � 4 ' �,O`
�
13 PORTIOI� OF CaUARORA1L P08T$ OYER THE DECK Sf Wl � BUILT UP FROM THE PATIO DECK � � I � / ���a`y � � �
\.: .�y
g�(�p�_ SECt�E TO (�NCRETE FOU�TION PAD YMRH MII�IAMJW O� 2 - '� D�ETER x 10' / : : ,
� ' Q' � O �
' ANCHOR BOLTS PER GUARDRAIL POST_ O � -
.�1N/LA9l. / _ } � O V ' _. _ OS1M[L4� / i' G ,.i `��1 � O �
14 BALANCE OF (�RA�. PO�7'd N07 ON� TFIE OECK �I�LL BE �.T UP FROM THE (�CRETE - -C a � � 5 � � - �a Jl' t '.
FWl�A7pN PAO AT(�E: / �- \ � � � �` � � -�- , � �—�^ � / � � O y �
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�C:IE�arly iradfc<rt���. �c�ri tid��: ;.��an:� r�1 ,�.: ����ui r�,a �x� Gsf �N�rrck�ws �tc� bu ;�stalled �;x; casement, horiaontal
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Pr��vic�E� h��3bi#�i�q� r�a+7rri� wikh LotierP�,r �,��nin�s 'f't�r ra�tur�l light not less than fi% oP the floor area.
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Shal( k�a�e �a mi��irTMiurr� riet� �cl�rer c����erriu���� ar��ea �f 5.� s�a�a�sre feet
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�r,r_essible ne�t �:I�K�r ::a�,�r�ire� r,�r � �;qLa�rt� i=eek, ,roitti ,� �mfnimum dirner�aian of 36 inches.
-��`indc��w +nred&5 v��itho �a ornr�:ir ai rlF.�u��t�� n9' r ��;�r�t t���ro 44 irE�h���� u;hail be e�ui��ped with an approwed
r�eirmarteritly �ffixe=�! lar!>i�� �_si sG �-aiF s �'r,Tak �re� ac:r�ssihale with the w✓indow in the fully open position.
9"'he ladder c�r s�a 'rrs s�7��i r,c�� :�r,�a «�c,h dn�k31:9�Fe r �quired climensions of S:h� window well t�y more than
s5 snche:�. �T�h�a2 ia3+;i�IE�s� Rar� r�.al�c��� :;i�,c�li i��7ve, a rr�in . irFSide iNtdr:h �f 12", she�A �oroject aC least �3" from the
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is ;7' ir� habi� �bla� � � r,�rrs ����FI �,� d�.� cc�r� 'tlt9��rs, Catfi�r�,o�r�s�, �kr,:�ilet� rooms,, I�unclry roorra�s and basements.
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� K R M CONSULTANTS, INC. (970) 949-9391
P.O- BOX 4572 (FAX) 949-1577
VAIL, COLORADO 81658
�"�� � � ` � � I�ECORD
TO: Yapundich
DATE: 11 /11l2005 JOB NUMBER: 0507-29
PROJECT: Sundial #C3
❑ RFI ❑ MEET/NG NOTES � RESPONSE ❑ CLAR/F/CAT/ON/CHANGE
At the request of Mr. Yapundich we have reviewed and approve the following changes:
-The removal of a non-structural wall between the main floor level and the loft level at the kitchen based on the
structural framing plans from the original construction of the unit.
-This conclusion is based on review of the structural framing plans from the original construction of the unit.
Please contact us if you have any questions or if the actual conditions are different than those described here.
SIGNED: COPY TO:
Jose FQ ish �< « 05
REV/EWED:
Tim . Hennum, PE �` ,.n � r�^ C^, r,
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