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Home My WebLink AboutVAIL VILLAGE FILING 1 BLOCK 5 LOT 7 VAIL ROW HOUSES PROJECT & DETAIL MANUAL HUGHES RESIDENCE LEGAL � � � ,� SHEPHERD RESOl1RCE5 INC i AIA � P05T OFFIC� BOX I 624 A'JON COLORADO $ 16ib T470 449 33C7 F970 9�9 5121 ,� W'v'J1�.'.SRIA.RCHITECT.COM �� HIJ+CHES RESIDEf�JCE t� �c � ivED � �owHausE #� 3�3 GOf�E CREEk� D�IVE VAI L, COLOR,AQQ � � �� P RC�J��CT AI'�I D D ETAI L MAN UAL � # 0�05 i � f PERMIT SET �:�� °:: r i�:�� 1 ; `�: March 22, 2004 ��`�� 13 - , �� , < -�� ,� �� a 4 y�� . :�;� ,� � ff '� ; ��, � >, � � ° �(s ��N�.,��,�,."�';� �'�� . :��,�_ � �� '�.�` �'° ____--'�' � � � � � � � � � � � � � HU�HES RESIDEI\!�E - ROWHOUSE #7 � 3�3 GORE �REEK DRIVE VAi L, CC�LORADC� �' � . � � P'�0��ECT AN D D ETAI L MAN UAL # 03Q5 � � � �� PERh�IT SET � '�1arch 22, 2004 � .� � HUGHES RESiDEl�10E � � Praj. I�lo. 0305 � PROJECT AND DETAI� MA,NUA� � TABLE OF CONTENTS Project Directory�I page) � General In�ormation (3 pages) � i I, Building Code Review (IRC 200�) II. Soils Inforrnatlon � III. Examination of Site and DocUments fV. Explanation of Addend3 V. Rejection of Bids � VI. Starting and Completion VII, Lacal Jurisdiction &Autharity VIIi. Generaf Conditions � IX. Canstru�tion Staging and Parking Divisson I - General Construction Requirem�nts � 0 I(}I Q Scope of the Work Q I 028 Change Order Pracedure �� 0 I a45 Cu�ting& F'atching � � 0 I 3(�0 5ubmittals, Sa.n�ples, Shop Drawings, Product Data ��Q S�hecfules of Values 0 I 5Q� Temporary Facil+ties&Controls � 0 I 545 Contractors U�e of the f'remises ��2� Storage& Pro�ettion 0 I 634 Product Options& Substitutions �. 01700 Contract Closeout 01710 Cleaning Division 2 - Site Work � 02060 Buifding Demolition � 02 I I� Clearing 02210 Grading Qz�� Excavating, Backflling& Compacting ' � f�9 t�' ��. � z g 0�22 f Trenching, Backfilling&Compacting ,';�;; 02b60 Water Distrib�tion System ��,:�• ,. �Z�8� Gas Distribution System , :"b, � 02710 Roof& Fou�dation Drarnage 02730 Sanita Sewera e S stem � ` '�' g Y 02$I f Landseape Irrigation . r � F' � OZ950 T rees, Plants & Ground Cover '`i �;�'°�� , � . �'�„'�,. .'�,', Division 3 - Concrete �'�V��' ' rt� �'� �` �` ty� �A � Page I Table of Contents � Permit Set �- � � HUGHES RESIDENCE � 0305 �� TABLE OF CC�NTENTS '� �3305 Cast-In-Place Concrete (Induding Formwork & Reinforcement) 03375 �oncrete Sealing � C135 I F, Precast Cc�ncrete Pavers D�vision 4 - Masonry � 04Z56 Mechan�cally 5�sppoi�ted Stone Ver�eer 04450 Stone, Marble and Grar�ite G4450-A Stone, Marble, Granite ancl �i1e Schedule � Division � - Meta€s � 05120 Structural Steet ��720 Decorative Metal �; Division 6 -Woads& Plastics 0610C} Rough Carpentry 06181 Glue-Laminated Structural Units �� 06195 Prefabricated Waod Bearns& oists 062Q0 Finish Carpentry J � �� Pref nished Cabinets& Built-ins Division 7 - Thermai & Moisture Protect�on '� 07 I I 0 Si�eet Meml�rane Waterproof ng 07 I 50 Bituminaus Dampproo�ing � �7 I 60 , Building Ensulation &Vapor Barrier Q�Z�a Cementitious Stucco System 073 I 3 1Noad Shake Roof ng 07600 Flashing& Sheet Metat � 0792Q Sealants & Caulking Division 8 - Doars &Windows ��' � 1� �� _""� 08210 Wood Doors ' a�� 085 i 0 Steel Windows �� 08b20 Clad Wood Windows and Doars .:�,y ,�,V i�f 0871 I Fnish Hardware •�_�_,�,,_��,��==°�� • '�' �8$00 GGazing " '-, �•:�, `'`� � __,� ., Division 9 Finishes � ag��d G sum Wallboard 5 stem YP y 09560 Waod Flooring � �09C8I Carpeting(with pad) � Shepherd Resources, Inc. AIA Page 2 7able of Contents Permit Set- Q3-22-04 HUGHES R�SlDENCE � � � 4305 TABLE OF CO�JTEI�ITS �� 09900 Painting � Division I�- Specialties I(73Q5 Fre laces � P 10830 Elec�r�t Shades Division I I- Equi�ment '� I I I 30 Au�dio Visual Eq�ipment(design/build) � R �`��0 Applia�ces I 1450-A A�pfiance Schedule Division I 5 - Mechanical � I 5.01 General Plumbing System (DesignBuifd) � 15.02 Heati�g,Ventilating& Humidif�ation System (pesign/�uild} � I 5-A Plurr�bing Fitting Sche�lule 15-8 Plumbing Fi>cture 5chederle � ,� Divi�ion I 6 - Elec#rical I 6.01 Electrical System � Detail I ndex � 5ection I - General lnfarmation �� Detail Manuai fndex � 4�::.;, '� D I.0 Proj�ct Dir�ctory .-., ��;. D I I General f^�otes � ,'`` D 1.2 Wall Systems � ;' D I,3 ��.� f�' Floor Systems �;;`,�,�1f� � D I.� Roof Systerris -� , �•� �r:,=" DI.� ��_ b �; , , Ceiling Systems Sectian 2 - Foundatior� �etails ` � ��d Retaining�,Nall at Eas#Stair �� Section Thru Bedroom fJ03 & Mechanical Crawl Space �� Nev�r/Existing Transition at lower Level FPoor Slab af� D�.3 Bed Niche at Bedro�m 003 ��•� 5outh Foundation Wall at Ski Raom 002 �Z�� Bottam 5ection Thru Escterior Stair to Lower Level � �� Top Section Thru �xterior Stair to Lower �evef d2�7 Section Thru Entry Terrace Stair to Garden Level d� g 5ection Thru Entry Terrace Thru Exteriar Stair �� D2 9 Section Thru South Terrace Wall & Bench � D2. f 0 Sectian Thru Entry Terrace � Shepherd Resources, Inc. A!A Page 3 Table of Conter�ts Permit Set- 03-2�-Q4 � � � � HUGHES RESIDENCE a�4�5 �� TAB�E OF CONTENTS � Se�tion 3 - Wall Details D3.I 5ecti�n Thru Sout�, Deck at Upper Level �' S�ctiora 4 Rc�of Details �� `�•0 Eave at Z 'h: I 2 Pitch at Southeast Roof D�#.I Eave Deta�l at 2 '/2 : I 2 Pitch with Sf�eet Co��er Roof D4.2 Typical Eave Detail at 6:I 2 Pitch D4.3 Rake Detail at 6; I 2 Pitch at lJnit 7/Uni�8 Propert}� Line ; D4.4 Typical Rake Detai{ at 6:!2 Pitch D4.7 Section Thru �lew Raof Adjacent to Existing Unit 6 Roof �- �4 8 Eave at 2 '/2:I 2 P�tch Roof Aligning with Unit o Roof D4.9 Eave Detail at 6:12 Pitch East Wall of Dining Dormer ' SectiQn 5 - Stair and Rail Details r �, DS�Q Guardrail �etails ai Decks D5. I Section Thru Lower Level& Stair A � Q5�2 Section Thr�j Lower at Stair A D5.3 Section 1-�r�� Main level at Stair A D5.4 Section Thru Stair A&TV Niche at Living 2C3 4 ' �� Sectian Thru Stair A& Upper Level +� Q5.6 5ection �hru Stair A& �Jpper Level �� Sectian Thru Landing at Stair A - D5.8 Section Thru Stair A & Main Level �� Section 6 -Window 5chedule & Details � �?� '� Window Schedule (2 pages) D5,IA 1Nindo�wv Types D6.I B Window Types � D6.2 Typical Window Detail Section 7 - Door Details �',�� i �`;y � D7,0 Door ScheduEe (2 pa es ; ��{j 1 g ) � f� ,F` l:� � Section 8 - Finish Schedule � � �" "`�� , ;"�.. D8.0 Room Finish Schedule(Z pages) � t. � � ; -. . � � � 5heph�rd Resources, Inc. AIA Page 4 Table of Contents Permit S�t- 03-22-04 � � � HU�HES f�,ESIDENCE 0305 � PROJECT DIRECTORY HU�HES RESlDEIVCE � ROWH�USE #7 3Q3 GORE CREEK DRIVE ; VA�L, �COL4RADC� � � 03Q5 � ARCHITECT i� Shepherd Resour�es, Inc. 37347 U5 Highway 6, Suite I 02 - P.O, Box I 629 � Avon, C� 8 I 6�0 (O} 97Q 949 3302 , (F) 97Q 949 512 I ,� STRUCTURAL ENGIN�ER . LANDSCAPE Af�CHITECT Monroe &Newell Engineers, Inc. Dauid Beadle � PO Box I 597 5543 Bitterbush Way A�an, CO 8 I G20 Loveland, CO 80537 (C�}970 949 7768 (O}97fl 663 4170 � (F� 970 969 4454 (F�970 6b3 5529 �� SOILS ENGINEER INTERIOR FIXED FINISHES Kaechlein Consulting Engineers Desigra Project, Inc. I 2364 West Alameda Parkway, Suite I 35 I Ob7 Country Road I 27 Lakewood, Co 80228 Glenwood 5prings, Co S I 60 I � (c�)303 989 �223 (�}970 384 aa92 (F)303 989 0204 (F}970 38�}4093 � GENEf�AL CONTRA,CTOR Beck Building Company � PQ Box 4030 Vail, Co 81658 (�)97094418Q0 � (F}970 949 4335 � � � Shepherd Resources, Inc. AIA Page I 'Pro�ect Directory Permit Set- 3-�2-04 �'. � � � � HUGHES RESIDENCE 0305 GEI�IERAL If�JFORMA�ION � 4. BUILD��JG CODE R�VIEW(IRC 2003) �; A. Octupancy Type: I. R3, Occupancy, Townhome � B. Basic Allowable Buildir�g Heights 3nd Basic Allowable Floor Area 1. Type of Constru�.�tion is Type V-N 2. Allowaale Height and Area: �; R3 Occupancy 2 stories plus a basernent Z735 SF GRFA 3. Fire su�pression system,Yes—sprinkled � II. SOELS INFORMATION A. The structural drawings a.s prepared by Monroe& Newell Engineers, Inc. are eiesigned for a � maximum soil design pressure of 2,OOQ p.s.f. based report a5 prepared by Intermountain Engineering, LTD, prepared for the cortstrudion on unit 6A on the date of August 25, f 98 I, which is on fi�e at the Town of Vail. � � B. �nce the site excavation has begun, the contractor shail engage Koeehiein Consutting Engineers ta observe the excavatian. An open pi� inspectian by a Geotechnica! Engineer Ps to o�cur and � � Subsoil Study far Foundation Design Report is to be generated and issued to strudural engineer for review. � III. EXAf"11RlATIC�(4! OF 5#TE AND dOCUMENTS � A. Each bidder shall examine and be fully farriiliar with the provisians af the Permit Docurr�ent5, any ad�enda ar�d t�e general and loca! requirements of the contract and al! other matters whieh�an in any way efFed the works or the costs thereof. � B. Each bidder shail carefuliy examine the existing premises and site to acqu�int themse(ves with; a. Any a�ad all difficulties that may be encountered in the complete exe�ution of all work in � accordance with the Permit Documents. 2. Placing, handling and rernoval of materials and equipment. 3. Facilities for delivenng a�rd storing, parking at the site, site usage, etc. � 4. Actual conditions. 5. Means of approach. � C. Each bidder shall thoroughly review the Permit Documents and report any Discrepancies, Ineonsistencies,Arnbiguities, Errors, and etc.,to the Owner/Architect upon discovery. Any interpretation, correttion, or additional inforrr,ation will be issued as an Addend�m by the Architect/Owner. � D. The bidder, if awarded the contract will not be allowed �an extra com en5ation b reason of an � Y P Y Y matter or thing coraeerning which such bidder might have fully informed himself prior to bidding. � Shepherd Resaurces, fnc. AIA Page I Ger�eral Information � Permit Set- Q3-22-04 � � � HUGHES RESIQENCE 0305 GENERAL INFORMATfON � f � E. RJo plea of ignorance o, �anditions that exist, or af any other relevant matter concerning�he work to be performed in the execut�on of the work wi9f be accepted as an excuse for any failure or amissians on the part of tF�P Contractc�r to fulfill every detail of all the rec{uirements of�he Permit � Documents gaverning t��work. IV. EXP�ANATION OF ADDEI�JDA � A. Any verbal information obtain�d frflm any indRVidual at t�e time oi examination of tt�e plans and ,� speeifica±ions, ex�sting premis�s or sit� shall not be construed as in any way amending the Permit Documents. B. Oniy such interpretations, correctians, ar additional info�mation which is issued in writing as an � Addendum by the Pu-chitect/Owner sF�all become a part of the Permit Do�uments. � V. ��JECTION O'F BlDS A. Bids may be evaluated on both cost and schedule. � B. The Qwner reserves and has the rigE�t to rejed any or all bids, of waiwing forma�ities and �r � awarding any bid, all as it may deem to be for the best interest of the Owner. C. Until a formal contract is prepared and executed, the Bid Proposal shal� constitute a binding � contract between both parties. D. Coordination af the items stated as being Design/Bui€d wil6 be handled with the Owner, 5RI, the General Contractor and Sub contractors. � VI. STARTIhJG AI�JD COMPLETION � A, Construction shall commence on April I 2, 2004 and must be campleted (Qvuner can mave into th� building) by December 13, 20a�. B, Substantial com letion shall be as def ned in Article $ of the Gener�l Conditions for Construction. � P V11. LC�CAL URISDICTION AND AUTHORITY � 1 A. The Contracto�and Subcontractors are hereby given noti[e af the exi5tence af special � requirements relating to constructaon activities in Vail as ac�opted by and available fram Town of Vail Bu�lding Departmer�t. It is the sole responsibi�ity of the Con#ractar and 5ubcontractors ta make themselves familiar 1,rvith all requi�ements contained therein. The above-mentioned jurisdidions � have requirements which govem constr�ctian activities and p�`oducts within Vail and it is also the sole responsibiliry of the Contractor arrd Subcontractors to make themselves familiar with these requirements. � Shepherd Resources, Inc.AIA Page 2 General Inforrnatian Permit Set- 03-22-04 � � � � � HUGHES RESIDENCE 03Q5 GENERAL II�IFQRMATiC�f�J � �, VIII. GFf�JERAL CONDITIQNS � A. The "GENERAL COG�IDITIC7f�15 C�F THE CONTRACT FC�R CONSTRUCTIdf41"AIA Documen��41, issued by the Ameriean Institute of Architects I 987 edstion, and it's Supplements if any, relates direcrtly tc�the W�rk af this F'roject and is hereby made a part of the Contract as � though fu{iy contained in these Specificat'EOns. �. The Contractor and Subcontractor are hereby specifically directed as a condition of the Cc�ntract � to obta€n the necessary r�urr�ber of�opies of AIA Do�ument f�20 I, to aequaint thernselves with the Artides contained herein. � C. No contradual adjustment shall be due or beeome �rgent as a result of failure c�n the part of the Contrador or Subcantractor to fi��ly acquaint themselves and all ather parties to the Contract with the �onditions of AIA Docurnent A201. � IX. CONSTRUCTION STAGING AND PARKING � A, Per Town af V3il Const�uction Regulations, At the time of contract document approval, �he contraetar shall provide the Town of Vail Building Department with a detaileei "Cons�rudion � Staging Plan" showing how the lot will be protected and the area in which all �onstruction adivity will be cQnfined, including 5ize and location of construdion rnatena� storage, limits of excavation, drive areas, parking, chemi�al toilet location, temporary structure (If any), dumpsters, storage of � delaris, fire extinguisher, utility trenching and construdiar�sign. The ,�lan should also identify the methods for prote�ting the praperty, such as snow feRting, flagging, rope, barricades or other means tp be se#-up prior to ConStructian. � � END OF 5ECTlON � � � � Shepherd Resources, �nc.AfA Page 3 General Information � Permit Set-- 03-22-04 � � � HUGHES RESfQENCE 0305 � 010 I 0 SCOPE OF THE WQ€�K � PART � GENER,AL E.01 SUMMARY ,� A. The Praject, of which the 1Nork of the Contrad is a part, Is co�posed of: � Tl,�e project is composed of the partial de�rrzodition of tf�e existing unit 7A and 7B and Parking spaces at 303 Gore Creei� Drive, VaiE Colorado, as required for the new construction/reEnodei � and addition. The new residence con�ists of appraximately 2735 square feet(GRFA}, also to be induded are e�erior terraces, deck5, walks, parking, antJ all as5ociate� fandseaping/grading ' The project should indude all Architectural, Structural, Mechanical, Electrica{, Plumbir�g, Civil/5ite, � and lnterior Fxed F�nish work. END �F SECTiON � � r � � � � � � � � Shepherd Resourees, Inc.AIA 0 I 010 - I Scope of the Work Permit Set- D3-22-04 � � � � � HUGHES f�E51DENCE 0305 0 I Q28 CHANGE ORDER PROCEDURE � PART I GENERAL �, i.c�i sur�r�AR� � A. A91 changes in the work will be addressed through the Proposal Request and Cf�ange Order process. Proposa! R�equests will be issued by the Architect or Contractor for each change desired whether the �hange is the desire of the Architect, C)wner or Contractor. � Wf�en the amau�ts of the Proposal Request are approved by the Owner/Architect a Change C�rder will b� issued. � E3. Maice s�ch changes in the Wor k, in the Contract Sum, in the�Contrac[Tirne of Completion, or any combination thereaf, as described in the Change C�rders after the change orders are signed by the Owner, Architect and Contractor. � I.Q� PRdCESSIf�IG CHANGE QRDERS p. Change orders will be numbered in sequence and dated. The change order will describe � the chan�es, charrges in the Contra�t Sum, changes in the Cantract Time of Completion and will be signed by the Owner, Architect and Cantractor. Propasal Request5 or Requests fcr Estimates for possible changes are not to be considered Change Orders Qr ', dFrectian tQ proceed with the propased �hanges. � END OF SECTIflN � � �, � � � �' Shepherd Res�urces, Inc. AkA 0 I Q28 - I Change�rder Procedure � Permit Set- EJ3-22-Q4 � � � Hu�HES €�s�a��cE o�a.� � a�a4s cu�i�� p�o PaT�H�� PART . GENERA� I .(}I $UMMARY � A. This Sec[iora establishes general requirements pertaining to cuttir�g, fittsng, and patching af th� � Wark that is required ta: I. Make the parts ft properly. z. Uncaver work to pravide for instaliing and/or inspecting 'ill timed work. 3. Remove and replace work that does not conform to the Contract requirements. 9. Remove and repla�e defective work, I.Q2 SUBMITTAI�� A. Request for Owner/flr�hitect'S consent: I . Pri�r to cutt�ng or patching, whith affects struckural safety or in any way difFers from the � Contra�t Dacuments, obtain the Owner/r�rchitect's writ�en permission in the farm of a Change Order befare proceeding with the work, I.03 QUALITY ASSURANCE � � A. Use adequate numbers Qf skillecf workers who are thoro�,ghly trained and experienced and who are completely familiar with the spe�i�ed requirements and methads needed for proper , perfarmance af the Work af this Section. � PART 2 PRODUCTS 2.01 MAT�RlA�S � A. Far replacement af items remo�ed, use materials complying with pertinent Sections of these � Specificatio�s. 2.02 PAYMEi�lT FOR C�STS � A, The Owner will reimburse the Contractor for cutting arad patching perFormed pursuant to a ' written Change drder and in accordance with the payment schedule shown in the Change Order, Perform other Cutting and patching needed to comply with the Contraet DQCUments at nc� � additional cast ta the Qwner. PART 3 EXECUTION � 3.01 SURFACE COf`�iDITIONS � A. Examine the areas and conditions under which work of this Sectian will be {�erformed. Correct Shepherd Resaurces, InC.AIA 0 f��5 - k Cutting and Patching � Permit Set- 03-2�-04 � � � � � Hu�HES �.�s�o��c� o�os 0l0�5 CUTTING ARJ[� PATCHING � conditians which ar e detrimental to the timely and proper compl�etion of the Work. Do not � proceed unt�l unsatisfactory conditions are correded, 3.02 PREPARATION PRiOR TO CUTTlR1G � A. P�ovide req�ired protection induding, but nat limited to, shoring, bracing and suppart to maintain structural integrity of the Work. � 3.03 PERFORI"�ANCE � A. Perform cutting and demolition by �nethods which will prevent damage to other portiorrs of the Work and prov�cfe proper surfaces to receive installation of repair and new work. B. Perform ftting and adjusting of proc�ucts to prouide fnished installatian complying with the specif�ed �� talerances and f nishes. � EN� OF SECTION � � � � �� 5he h�erd Res r - p ou ces, Inc.AIA 01045 2 Cutking and Patching 1 Permit Set- 03-22-04 HUGHES RESIDEhJ�E � � � �3Q5 O1300 SUBMITTALS, SAMPLES, SHOP DRAWiI�JG�, PRQ[�UCT D/�TA � PAR7 I GEI�JERAL � I.0 I 5 U M MA.RY A. A!I items to be used or�the project should be submitted for approval e�ther in s�mple, shop � drawir�g, product data, cut sheet, or etc. format. Specifc requirement�for samples and shop drawings are lotated throughaut this Project ManuaL For the purpose o#this section 'Submittal' � refers to samples, shop drawings, product dat�, cut sheets, and etc. B. A full-size mo�E�-up of exteriar finishes �s required and needs to be approved by the Owner/Ar�hitect. The D2sign Review Baard staff will need to review and approve the mock-up � prior to applicatian on the building. I.02 SUBM�TTAL PROCEDURES � A. Caordir�ation: Coordinate preparation and processing of submittals with performance of eonstruction activities. Transmit eaeh su�mittal sufficiently in advance of performance of related �� construction activities to avoid delay. Multiple ccpies of te�tain submittals may be requested for � approvals by the Archlte�t/DeSignerJOwner/Consultant. B. Processin�: Allow su�dent review time so that �nstallation will not be delaye�i as a res�lt of the � tirne requi�-ed ta prace5s submittals, induding time for resubmittal�. C, 5ubmittal Preparation° Place a permanent €abel or title block on each submittal for identification. � Indicate the name ef the entity that prepared each subrnittal on tt�e label or title block. D. Submittal Transmittal: Pa�kage each subrr�ittal appropriately far transmittal and handling. Tr ansmit � e�ch submittal from Contractor to Ar�hitect using a transmit[al form. 1 . On the transmittal record r-elevant infarmation and requests for data. �n the form, or se�arate sheet, r�c;rd deviatioRS from Cor�tract Document requirements, inclucEing minor � variations and limitations. Include Contractor's r_ertification that infarmation compEies with Contract Documer�t requiremer�ts. � I.03 ARCHITECT'S ACTlON A. Except for submittals for re�ord, information or similar purposes, where action and return is !� required ar requested, the Archit�ect will review each suiamittal, mark to indieate action taken, ar�d return promptly. I. Campliance with specifed characteristics is the Contractor's responsibility. � PART 2 PRODUCTS (Not Applicable}. PART 3 EXECUTION (Not Applicable}, � END QF SECTIC�N � Shepherd Resources, Inc.AIA 0I 3�0 - � SubmEttals, Sam Ees, Sho Drawin s, Product Data � P P � Permit Set- 03-22-04 � � � � � HUGHES RE5lDENCE ��Q� 01370 SCHEDULE OF VALUES � PART I GENERAL �. I.01 SUMMARY � A. Unless stipuiated in the Construckion Agreement, provide a detaiied breakdowr� of the Construction Cast Estimate showing val u es allocated to ea�h of the var�ous parts of the Worlc, as specified herein and in other provisions of the Contr�ct Dacuments. � 1 .02 SUBMITTALS � A, Prior to the first application for payment, submlt a proposed schedule of val�es to the Owner. �.o� Qvau�assu��vc� � A. VVhen so r�quested by the Owner, provide copies of the subcontracts o�other data acceptable to t�e C�wner substantiating the sums described. � �ND OF SECTION � � � � � � � � � � 5hepherd Res��rces, Inc.AIA 0 I 370- i Schedule of Values � Permit Set- 43-22-Q4 � � � HUGHES R�SIQENCE p3p5 0!500 TEMPORARY FACILITIES AND C�NTROLS � PART I GENERAL � I.OI SUMMARY � A. This Section describes constructior�fatiEities and temporary cor�trals requirecE fior the Work. B. Permanent installation ar�c� hookup of the various utility lines are des�ribed in ather Secti�ns. � i.02 REQUIREME�JTS � A. Make arran�ements, pravide and pay for all construction fatilities and temporary controls needed for the Work induding, b�t not limited to: � I. Tem�orary utilities such as heat, water, electriCity, and telephone. 2. F�eld offrce for contractor's personnel, if required. 3. Sanitary facilities. � 4. Enclosures such as tarpa��lins, barricades and canopies. 5. Tem�orary fencing of the constru�-tion site. Provid�e a se�urity fen�e around the�onstrudion site as required by Town of Vail and as requir2d to prate�t the surrounding vegetatiQn and � � natural site characteristics. ° PAR�"2 PRODUCTS � z.oi �E�POr�,�,Y Fac�uT��s � A. Provide such temporary sheds, sanitary faci[ities, enclosures, barricades, canopies, and fencing as are required for the safe and praper completion af the Work. � PART 3 EXECUTI�N 3.01 MAINTEI`�lAi�10E AND REMOVAL � A. Maintain temporary facilEties and cor�trols as long as needed for safe and proper completion of the � Work. B. Remove such temporary facilities an� controls as rapidly as progress of th�Work will perrnit, Qr as � directed by the Qwner/Architect. Ef�}p OF SECTION I � � Shephercf Resources, Ir�c.AIA 01540- I Temporary Facilities and Controls Permit Set- 03-22-�4 � � � � � HUGHES RESIQENCE 0305 0 I 545 CONTRACTOR'S USE OF THE FREMISES � PART I GEf�IERAL � i .Ql SUMMF�RY � A. �his Section applies to all situations in which the Contractor or his representatives, including suppliers, subcontractors and employees, enter upon the Owner's property. � I.02 QUALIT`(A�$URANCE A. Prore-�ptly upon award of the Contratt, notify all pertinent personnel regarding requirements of this � Sedion. B. Coo�dinate timing of canstruction attivities with the dwner. � 1.03 TRANSPORTATION �ACILITIES . A, Truc�C and equipment access: � I, To avoid traffic conflict with vehides of the NElGH�ORHOOD and to avoi�d overloading of streets and driveways el'sewh�ere on or near the Owner's property, limit the access of trucks dnd equipment to the ro�te specifed by the General Contractor and approved by authorities. � 2. Provicfe adequate protectian far roads, other properties, curbs and sidewalks ouer whi�h trucks and equipr�ent pass to reach the job site. � B. Contrador's and Sub Contractor's vehides; I. Requfre Contractor's and sub contractor's vehicles, v�ehides belonging to employees Qf the Contractor and sub contractors and all other vehicles entering upon the Owner's property in � performan�e of the Work of the Contract ta use only the access route spe�ified by the General Contrac�or. �. Do nat perrnit such ve�icles to park on any street or other area of the Owner's property � except in the parking area specified by the General Contrador and approved bY authorities. � END O� SECTlON � � � � Shepherd Resources, Inc.AIA 0 I 545 - I Cc�ntractor's Use of the Premises � Permit Set-03-22-�4 � � a HU�HES RESIDENCE 0305 0162Q STORAGE AND PR�QTECTION � PART I GENERAL �i, I.01 SUMMARY � A. Protect praducts scheduled#or use in the Wark by means as described in thks S�ckion. 1.42 MAi�EU�ACTURERS' RECQMMEN�ATlONS � A. Except as otherwise appraved by the Owner/Architect, determine and comply with � manuf�cturers' in�tructiars on product handling, storage and protedion. I,03 PACKAGING � A. De�iver produc�s to the job site In their�manufacturer's original container, with the labeis intact and legible. � I. Maintain packaged materials with seals unbroken and labels intact until time of use. 2. Promptly remove damaged material and unsuitable items from the job site, and pramptly repla�e with material meet€ng the specified requirements at no�addi�ionaP cost to the �wner. � B. �he Qwner/Architect may reject as non-complying such material and pro�uets that do not bear identifcation satisfactory to�he Qwner/Architeck as to the manufacturer, �rade, quality and ather � pertinent information. 1.Q4 PROTECTIDN � A. Protect finished s�rfaces, including jambs and soffits of openbngs used as passageways, through which equipment�nd rnaterials are handle�. � B. Provide protection for finished floar surface� in traffic areas prior ta allowing equipment and matenais to be maued over such surfaces, � C. Maintain fnished sur#aces dean, unmarred and suitably protected until accepted by the Owner. I.05 REPAIRS AND f�EPLACEMEI�TS '` A. In event of damage, promptly rnake replacements and repairs, as approved by the � Owner/Architeck, within r�ason at no additional cost to the Qwner. B, Additional time re�uired t4 secure replacements and to make �-epairs may not be considered by the Owne�to justify an extension of the Contract�"�me of Completion. � END OF SECTI4N � Shepherd Resaurces, Inc.AlA p l 620 - I 5torage and Protecrtion � Permit Set- 03-22-04 � � � � HU�HES RES�DENCE 0305 � 0I 630 PRODUCT �PTIONS AND SUBSTITUTIONS � PART I GENERAL � I,�I SLJ�IMARY A. This Sectian descrbes procedures far securing appr�va! of proposed product substitutia�s. � I,OZ PRODUCT QPTIONS � A. The Contract is based on staRdards of quality established in the CQntract Documents. f. In agreeing to the terms and eonditions of the Coniract, the Contractor has accepted the responsibility ta werify t�at the specifed praducts will be available and to place orders for all � required materials in such a timely manner as is needed to meet his agreed construc�ion schedule. 2 The Qwner/�rd-�ited has nat agreed to t�he substitution of materials ar methods cakled for in the Cantract Documents, except as they may specifically otherwise state in writing, � 3. If the Contrador or Subcontractor desire not ta use ar warrant a+�y specified praduct or procedure, notify Owner/Architect immediately upon discovery of such desire. � B. Where materials and methods are specifed by naming one single manufacturer or model number, without statir�g that alternate products will be considered, anly the material and method named is � approved for incorporation into the Work unless approved by th2 Owner/Architect in wnting. C. Where rnaterials and m�ethods a�e specifed by name or model number,followed by the words � "or equal approved in advance by the Owner", or similar verbage, materiafs and method5 proposed by the Cantractor to be used in lieu of the named materials and methods shall in all ways be equal or exceed the qualities of the named materials and methods. � D. Where the phrase 'br equal,"or"or equal as approved by the Owner," oc�urs in the Contract Docuenents, do nat assume that the matenals, equip�r,ent or methods wili be approved as equai unless the item has been specifically so appraved for this Work by the Owner/ArEhitect. � E. As it is a fine line when someQne claims a roduct is "e ual", the term °or roved altemate° is P 9 aPP hereby interchangeable with "'or equal". � F, The decision Qf the �wner shall be final. � I.03 DE LAYS A, Delays in construc#ion arisir�g because of the nonavailability of a specified material or m�thod MAY � not be considered �y the Owner as ju�tifying an e�ctension of the agreed Time of Completi�n. � END pF SECTION � �he herd Resources In . p , c AIA 0163�J - I Produd�ptions and Substitutions � Per�r-rit Set- 03-22-04 � , � HUGHES f�ESI�Efr10E o�a� OI700 CC?NTRACT CLOSEOUT � �, PAE�T I GENERAL I.01 SUMMARY � A. This Section describe5 an orderly and efficient transfer of the compl�ted Wor�C to the Owner. � i,02 QUa�ITY aSSURP,�CE A. Frior to requesting inspection by the Owner, use adequate means to assure that the Work is � campleted in ac�ordance with the specified requirements and is ready for tt�e requested inspection. 1.03 PROCEDUR,ES � A. Subrnit final Application for Payme�t ar Invoice identifying total ad�usted Contract Sum, previous � payments and balance due. B. Final c4eaning: � I , Exe�ute final cleaning p�ior to fina� inspection. 2. Clean debris frorn site, roofs, gutters, downspouts and drainage systems. 3. Remove waste a�d surplus materials, rubbish and construction facilities from the site. � 4. Ens�re that ail porkions of the propect are func#ianing praperly. C. Punch List: � I. Contatt C�wner/Architect upon final completion of a11 work. Qwner/ArchitecE wili walk the project with the contraetor and prepare a final punth list of items which are incompl�te or not atceptab6e. � I.O�+ SUBMITTALS A. Closeout submittals indude but are not limited to: �, I. Operation and maintenante data and manuals for equipment and other items. 2. Warranties and bonds. � 3. Keys, 4. SpaTe parts. 5. Evidence of compliance with requirements of governmental agencies having jurisdiction, includ�ng� � a. Certificates of Inspection. b. Certifcates of Oaupancy. 6. Evidence of payment and release of liens. � 7. �ist of sub�contractors i�cluding names, addresses, and telephone numbers where they can be reached for emergency service. 8. Label a!I parts within the mechanical spaces so each part of the system is identifiable, inc��ding ' all valv�es and mair� pipes. 9, Label all ckrcuits on the Eiec�rical Panel(s). � Shepherd Resources, lnc AIA 0 f 700 - € Contrad Closeout Permit Set- 03-22-0�} � � � � � HUGHES RESIDENCE 0305 o i�aa �ar.iTr�c r c�as�au� � 1.05 iNSTRU�TIaN � A. Instru�t the Qwner in proper operation and maintenant� of systems, equipment a+�d similar items which were prc�vided as part of the Wc�rk. ' END C�F SECTION � � � � � � � � � � � ' � Shepherd F�esources, Ira�.AIA 01700 - 2 Contract Closeout � Permit Set- 03-22-04 � � � HUGHES R�SIDENCE 0305 01710 CLEANIfJG � PART I GENERAL � I .OI SUMMARY � A. Thraughaut the construction perlad, maintain the buildings and site in a standard of deanliness as des�ribed 'in�his �ection. � PAf�7 2 PR�DUCTS � 2.d1 CL�ANING MP;TERIALSAI�JD �QUIPI`1ENT A. Prouide required personnel, equipment and materials needed to �rnaintain the specified standard of �' �leanliness. 2,02 COMPATIBILITY � � A. Use only the cleani�g materials and equipment which are compatfble with the surface being . �leaned, as recommended by the manufacturer of the material. � PAf�T 3 EXECUTIOf�J � � 3.01 PROGRE55 CtEANANG A. General: � I. Retain stored items in an orderly arrangement allowing maximum access, not impeding traffi� or drainage, and providing required protection of materials. � �. Do not ailow accurri�alation of scrap, cfebris, wast� material and other items not required for construction of this Work. 3. At least twice each month, and more often if necessary, completely remove all scrap, debris � and waste �ateria)from the job site. 4. Provide adequate starage for all items avvaiting rerr7oval fram the job site, flbserving requirements f�r fire protection and protection of the ecology. � B. Site: I. Daily, and more often if necessary, inspect the site and pick up al! scrap, debris and waste material. Remove such items ta the plate designated fQr their storage. � 2. Maintain th� site in a neat and orderiy�ondi�ion at all times. C Structures: � I. At least weekly inspect the 5tructures and pick up all s�rap, debr�s and waste material and remove them to the place desigr�ated for their storage. 2. At least weekly sweep interior space5 tlean. "Clean"for th2 purpose of this paragraph shall be � interpreted as meaning free fr�m material capable of being rerriov�d by reasonable effort and a hand-held broom. � Shepherd Resources, Inc.AIA 01710 - I Cleaning Permit Set- 03-22-04 � � � � � HuGH�S RE5IDENCE d305 o i�i a ��r�iN� � 3.2 FINAI CLEAiVII�JG � A. °Clean"for the purpose of thFS Article shall be interpreted as meaning the level af deanliness generally provided by skilled cleaners using comrt�erciaf quality building main[enance equipment and materials. � B. Pri�or to completion of the Work, rei�ove fram the job site al!tools, surplus materials, equiprnent, scrap, debris and waste. � C. Site: Unless otY�erwise directed by the Q�nmer, braom elean paved areas on the sit� and public paved areas adjacent to the site. Completely remave resultant debris. � D. Structures: f. Exterior: � a. Visually inspect e�cterior surfaces and remove all traces of soil, waste materials, smudges and other foreign matter. t�. Remove all traces of splashed materials�rom ac�jacent surfaces. c In the event of stubborn stains not removabfe with water, tl�e Owner may require light � sandblasting or other cleaning at no additional cost to tf�e �wner. 2.� Interior: a. Vsually inspect interior surFaces and remove all traces o�soil, waste rr�aterials, smudges � and ather foreign matter. b. Remove ail tra�es c�f splashed �naterial from adjacent surfaces, c. Rem�ove paint droppir�gs, spots, stains and dirt frorn fiinished sur�aces. � 3. Glass: Clean Inside and outside using toals/ma#eriais that will not scratch the gl�ss. 4. Polished surfa�es: To sur#a�es requiring routine application of bu#fed polish, apply the polish recommended by the manufacturer of the rnatenal being polished. , E. Schedule final deaning as approved by the Jwner to enable Owner to accept a completely clean praject. � END C�F SECTI4N � � � � � Shep�erd Resources, Inc AIA 01710 -2 Cleanirag � Permit Set- 03-22-04 � � � NUGHES RESIDENCE a�� 0�066 BUILDING DEM�LITI�N � PART I G'ENERA � � I.01 SUMMARY ,� A. Demolish and remove from site those items so indicated on the Drawings. I,02 QUALI7Y ASS�JRANCE � A. Use adequate numbers of skilled workers who are tharoughly trained and experienced in the � necess�ry crafts a�d wha are completely famiCiar with the specified re�uirements and the methods needed for proper per{ormance of the work Qf this Section, � PART 2 PRQQUCTS (No products are required in this 5ection.) � PART 3 EXECUTION � � 3.01 SURFACE CONDITIC�NS �, A. Examine the areas and candi�i�ns under which work of this Section will be perFormed. Correct �onditions detrimental to timely and praper completion of the Work. DQ nat proceed until � ur�satisfactory conditions are corretted. 3.02 �EMC�LITION � /a. General: I. Prior to start of demolition, carefully study the Drawings and these Specif cations. � �. In company with the Archit�ect, visit the site and verify the extent of de�nalition to be performed under this Co€�tract. B. Usin onl the means a�nd e ui ment approved for this purpose by governmer,tal agencies having � S Y 9 P jurisdiction, existing construc�ion designated to be removed. I. Shut off, cap and otherwise protect publie utility lines in accord�n�e with the requirements � of the public agency or utility having jurisdi�tion. 2. Completely remove footing,foundatians, and above-ground and underground construction of al1 kinds. � 3. Remov� rocks larger than 6 in[h diameter, �oats and debris. C. Demolished material shall be considered to b�e property of the Contrador and shal� be completely � removed from the job site, unless stated otherwise by these docum�nts. p. Use means necessary to prevent dust frorn becoming a nuisance to the public,to neighbors and ta � Shepherd Resources, Inc. AIA 02060- I Bui�ding Demolitian Permit Set- 03-22-04 � � � � � HUGHES RE51dENCE 0305 o�o�o Bui�� Er�ouT�a�v � other work being performed on ar near the site. � END OF SECTI JN i � � � � � � � � 1 � � ! R Shepherd Resaurces, Inc.AIA 02060- 2 Building Demolition � Permit Set- 03-22-04 � � � HUGHES RESIDEf�JCE 0305 D2110 QEARING � � PART I G E(J E RAL I.01 SUMMARY � A. Clear the site as shown on t4�e Drawings and as s�ecifed ir�this Secticn. � E3. Particular care shall be taken to protect existing roadway, trees a�d grasses surrour�ding the bui!ding f�otprint Effort shall be made ta minimize the area affeLted by cc�nstruction equipment traffic, 9ay � down and worker use. �'J) are�s outside the "limits of�anstructior�° shall be cl�arly delineated and protected for the duratian of construction by suitable means �uch as fenang or ereck'ir3g rope barriers. � PART� PRODUCTS � 2.01 MATER�ALS A. Provic�e materials, not spe�ificaliy described but required for proper completian of the work of this � Section, as selected by the Contractor subject to the approval of t�e Owner/Architect and SoiC �ngineer. �, PART 3 EXECUTION 3.01 SURFACE COND1710NS � A. Examine the areas and tonditior�s under whith the work of this Sectian will be �er(ormed. � Correct conditior�s eietrimental to timeiy and praper completion oi t�e Work. Qo not prQCeed until unsatisfadary conditions are correded. 3.�2 PROTECTIO�N � A. Proteck existing utilities indicated or rnade knawn and have all utifities loeated an site prior to � excavation. B. Protect trees and shrubs, where indicated to remain, by providing a fe�nce araund the tree or � shrub of sufficient distance away and af sufficient height so trees and shrubs will not be damaged in any way as part of thi5 Work. C. Pratection of persons and property: f f. Barricade open depressions and hales accurring as part of this Work, and post waming lights on property adja�ent to or with public acc�ess. � 2. Qperate warning lights during hours from dusk to dawn each day and as otherw+se required. 3. Protect structures, utilities, sidewalks, pa�emer�ts and ather faalities from damage �aused by settlernent, lateral movement, undermining, washaut and other hazards �reated by operatior►s � Shepherd Resour�es, Int.AIA 02 l I 0- I Clearing Permit Set- 03-22-04 � � � � � HUGHES RESIDE�IC� 0305 0� I I0 CLEARING � under this Section, � D. Use means necessary to prevent dust from becoming a nulsance to the public, to neighbors and co ather work beir7g perforrned on or near the site. � E. Maintain access to the site at all times. � 3.03 CLEARiI`J� A. ln areas that are ta be excavated, Elean aut roots one inch in diameter and larger to a depth of at � least 12 inches below the existing ground surface ar subgrade of new graded sur�ace, which�ver is lawer.Treat roots remaining in the soil w'ith a weed killer approved by the Owner/Architect. � 3.04 CONSERVATION C7F TC�PSOfL A. After the area has been deared of vegetation, stnp the �xisting topsoil �n those areas to be excaWated. � B. Stocf�pile th� topsoil in a safe area dear of new canstru�tion or as directed b t�e Y Owner;Architect. If necessary, export the #opsoii o#�site and store the topsoil until time of � backfill�topsoil placement. 3.05 DISPOSAL � A. General: I, Remove brush, grass, roots, trash, and other material from dearing operations. � 2. Dispose of aavay from the site in a legal manner. 3. Do not store or permit debris to accumulate on the job site. � B. Do not burn debris at the site. 3.06 UTILITIES ' A. Coordinate with utiEity comp�nies �nd agencies as required. � B. Where utility cUtting, capping or plugging is required, per#orm such work in a�cordance with requirements of the utii�ty or governmental agency having jurisdiction. , END (�F SECTION � � Shepherd Resources, Inc.AIA 02 I 10 - 2 Clearing � Perrnit 5et- 03-2Z-�4 � � � HUGHES ftESIDEN�E 0305 022 I 0 GRADI NG � � PART I GENERAL I .0 I SU M MARY � A. In accordance with pertinent provis'�ons of this S�ction, excavat�e, bac�ll, compact and grade t�te � site to the elevations shown on the Drawings and as needed to meet the requirements of the canstructia� shown m the Contrac# Qacument5 B. Use `Soiis Information' as described in this Pr�jeck Manual under"General fnformation' in � conjunction with th�s section. PART 2 PRODUCTS � 2.�I SOIL MA�ERIA�S � A. FII materials: I. Provide soil materials fr2e from organit ma�er and deleterious substances, containing no rocks � or lumps over 3 inches in greatest dimension and with not more than fifteen percent of the racks or lumps larger thar�2-I/2 i��hes in their greatest dimen5ion. 2. In pianting areas prQVide apprQ�ed batkfill material to a point 6 inches below indicated fini5h grade. � 3. Fiil material is suf�ject to the appr�vaf of the Owner/Architect and Sail Engineer. z.a2 To�soi� � A. Where and if shown on the Drawir�gs or otherwise required, pravide topsoii consisting of friable, � fertile soil of loamy character containing an arnount af organit matter narmaf to the regian, capable of sustaining I�eaithy plant life, and reasonably free from subsoils, roots, heavy or stiff day, stones larger than 2 inches in greatest di�nension, noxious weeds, sticks, brush, fitter and other � deleterious matter. 2.03 IRRIGATION ' A. Irrigation: Furnish and install new and repai�the existir�g automatic irrigation system as necessary to assure the sur�ival and cantinued growth of the in�talled landscaping, in�iuding s�ch temporary irrigatian as may be necessary�for germination and sustained growth. � PART 3 EXECUTiO(�I � 3.(}E SURFACECONDITIONS A. Examine the areas and conditions under which work of tf�is Section will be perFormed. Correct � conditions detrimental to timely and proper completion of the Work. Do nflt proceed unt�l � �hepherd Resources, Inc.AIA 022 I Q- I Grading Permit 5et- 03-2Z-04 � � ! � � HUGHES RESID�NCE 03d5 022 I 0 GRADI NG � uns3to�factory conditions are carrecked. �, 3.Q2 PROCEaURES � A. �Jtilities: I. Unless shown to b� removed, protect aCtive utifity lines and have al) utilities located prior to exeavating. If damaged, repair or replace at no additional cost to the Owner. � 2, If active utility lines are encountered, and are not shawn on the Drawings or otherwise located by the Contractor, �romptly take necessary steps to assure that service is not i nte rrupted. � 3. If�ervice is interrupted as a result of work under this Sect�on, imr�ediate►y restc�re service by repa�ring the darnaged utility at n� additiona� cost to the Owner. 4. If existing utilities are found to interfere with the permar�ent facilities being constructed under this Section, immediately notify the Qwner/Ar�hitect and secure his instructions. � 5. Do not proceed with permanent relocation of utilities untEl written instructions are receiued from the Owner/Archited. 6. In addition to standard utility trenching and instalCation, excavator shall furnish and install � individual plastic conduits (sizes as required)for telephone and TV cable from their respecti�e � 5ources to the foundation in such a manner that the canduits rr�ay be readily terminated into the m�ter closet. � B. Use means necessary to prevent dust from becoming a nuisance to the public, to neig�bors and to other work being performed on or near the site. � C. Maintain access to adjacent areas at all times, � 3.03 EY,CAVATII�IG A. Perforrn excavating of every type of material encountered w'ithin the limits of the Work to the � lines, grades and elevations indicated ar�d specified herein. B. Satisfactory excavated materials: � I. Transport to, and pla�e in, f li or embankment areas within the limits of the Work. C. Surplus materials: � I. Dispose of unsatisfactory excavated materials away fram the site at disposal areas arranged and paid for by the Contractor. D. Excavation/Harvestir�g c�f rock: � �. Harvest sur{ace visible rocks and boulders from the site prior to dearing. Z, Where racks, boulders or similar material is encounterec#excavate by cor�ventional earth moving equ�pment and remave or ex�cavate such material by means which will not endanger � huildings or structures whether an or off site. 3. Da not use explos€ves without written permission irom the Owner and Governing Authorities. � Shepherd Resources, Inc AIA Q2210 - 2 Grading � Perrnit 5et- 03-22-04 � � � HUGHES RESIDENCE 0305 I � Q2210 GRADIf�G � E. Excavate anci backfill in a manner and sequence that will provide proper drainage �t all times. � F. If possibl�, stackpile satisfactdry bac�ll material in a s�fe area clear af new tonstructlon or as direded by the Owner/Architect. If necessary, export 5atisfactory backfGll material off�ite and store until time of backfill. � 3.04 FILLIN� � A. Ground surFace preparation; I. f�emove vegetation, debri5, top soil, unsatisfactory sQil materiais, obstructions, and deleterious materials fram the ground �urface prlor to placement of fells. � 2. Plow, strip or break up surfaces steeper than one vertical to(our horizantal, so that fill material will bond with existing sur#ace, 3. At exposed soils ir��areas to be pa�ved, scarify to a minimum depth of 6 �nches, and recompack � at a moisture content that wili permit proper compadion a5 spe�if ed for fill. 4. Da not place f�11 rnaterial on surfaces that are muddy, frozen Qr tontaining frast or ice. 5. Place f il materials evenly adjacent to structures, to required elevations. Elevation af stru�ural � fill to be 6" be[ow grade to aliow far 6° of tapsQil. 3.05 GRADING A. General: I. Uniformly grade the areas within Ifm�ts of grading under this Se�tion, induding adja�ent � transition areas. 2. 5mooth the finished surfaces within specifed talerance. 3. Compact with uniform lewels or slopes between points where elevations are shown on the � Drawings, or b�tv✓een such paints and existing grades. 3.06 MAf�1T�I'�lAM1ICE � A. Protett€on of newly graded areas: I. Protect newly graded areas frarn trafFc and erosion, and keep free fr�m trash and weeds. � 2. Repair and reestablish grades in settled, eroded and rutted areas to the specified grades. B. Where completed compacted areas are distributed by subseguent construckion operations or � adverse weather, scarify the surface, reshape and compact to the req�uired density prior to further construction. END OF �ECTION � � � Shepherd Resources, lnc AIA 022 I�} - 3 Grading Permit 5et- 03-22-��+ � � � � NUGHES RESIDENCE 0305 I02�20 E�CCAVATING, �r�CK�ILLII�JG AND C�MPACTING � PARTI GENERAL � I.Q I SUMM�IRY A Excavate, bac�ll, com�act and grade the site to the elevations shown on tfne Drawings, as � specified herein, and as needed to meet the requirements of ihe construction shown in the 5oils Repc�rt. � B. Use `Soils Information' as described in#his Project Manual under `General Information' in canjunction w�th this sectEOn. See Sedion Q�205—Shoring, as it relates to this Se�tion. � PART 2 PRODUCTS � �.Q I SOIL MATERIALS A, Fill and back�ll materials: I. Pravide soi€ rr�aterials free from organit matter and deleterious substan�es, eontaining no racks � or lumps over 3 inches in greatest dimension, � B. Where and if shown an the Draw+ngs or othernrise required, provide topsoi)consisting of friable, � fertile soil of Ioamy chara�ter, �ontaining an amount of organic matter normal to the regian, capable of sustain+ng healthy plant life, and rea�onable free frorn subsoil, roots, heavy or�tlfF clay, stones larger than 2 inches in greatest dimension, noxiaus weeds, sti�ks, brush, litter and other � deleterious matter, C. Impork ail structural and nonstructural fill as requlred. All structural fill to be approved by the � C�wner/P,rchitect and 5oil Engineer. � PART 3 EXECU�ION 3.01 SURFACE CQNDITiC)NS � A. Examine the areas and conditions under which work of this Sectian wifl be performed, Correct conditians detrimental ko timely and proper tQmpletion �f the Wor'k. Da not proceed until � unsatisfactory conditians are carrected. 3.�2 PROCEDURE� � A. lJtilities: I. Protect ac#ive utility lines. lf damaged, repalr or replace at no additional cost to ihe Owr�er. � 2. If existing ut€lities are four�d to interfere w+th the permanent facilities being constructed, immediately notify the OwnerJArchitect and secure his instructions. � 5he herd Resources Inc.AIA 02220 - ! Excavatin BackfilEin & Com actin P , g� � P � Permit 5et- 03-22-04 , � � � HUGHES RESIDENCE 0305 02220 EXCAVATING, �ACKFILLING AND COMPACTING � 3.�3 EXCAVATING � A. Perforr� excavating as required within the limlts c�f the Work to the lines, grades and elevations as � speafed on the Drawings and as indicatec� herein. B. Excavate tapsoil and 5tockplle in a 5afe area deslgnated on site or as directed by the Owner/Architect. � C. Excavate subs�il required for building foundations, constructron operations and other Work. D. DispoSe of unsatisfactory excauated material away from the site at disposai areas arranged and paid � far by the Contractar. E. Slope banks to angle of repose or less, until shored, t F, Where stone�, boulders ar simlar material is encountered, remove such material by mean5 which � will neither cause additional cost to the Owner no�endanger buildings or structures on or off the site. G. Excavate and backFfl in a mar�ner and sequence ihat will provide proper drainage at all times. � N. Correct unautt�orized excavation at no additional cost to the Owner. � 3.�4 TO�LE�ANCES A. Confor�rn to elevations and dirnensian5 sha�Nn within a toferance of(}.I 0 feet, and extending a � suffcient distance from foating5 and foundations to permit piacing �nd removing cancrete formwark, other rec�uired con�tru�tion and inspection. � 8. In excavating for footings and fo�ndations, take care not to disturb bottom of excavation. 3.05 FILLING AND BACKFILLII`t!G � A. Bacicfill excavations as prornptly as progress of t�e Wark perrnits, but not until completion of the � following; I. Acceptance of construction belaw finish grade. 2. Removing cancrete formwork. � 3. Inspecting, testing and approving undergroi�nd �tilities. 4. Removing of trash and debris. 5. Placement of harizontal bracing or� horizontally supporked walis as directed by the Engineer. � 6. Installatia�of the Foundation Drainage System. 7. installatian of the storm water plping, dawn spouts, ar�d under drain systern. B. Placing and compacting. � I. Do not place bac�ll ar fill material on surfaces that are muddy frozen or tontaining fr�st or ice. Shepherd Resources, Inc. AIA 02220 - 2 Excavating, Backfilli�g& Compading � Permit Set- 03-22-04 � � i � HUGHES RESIDENCE a305 � Q22�0 EXCAUATING, BACKFILLING ANC� COMPACTING � 2. Plate ba�kf II or fill material evenly adjace�t ta structures, to required elevations. 3, Employ a placement method so as nat to disturb or damage foundatians, faundatior� � dampproofng, foundation waterproafing, fo��r.datton drainage �yster�, or utili�ie5 in trenches. 4. Where th� construction includes basement or other undergraund walis having structural floar� aver them, do not bacicfill such walls untit the structural floors are in place and have attained � su�ficient strength to support the walls& ba�kfll. 3.Ob MAfNTENANCE � A. Protect newly�raded areas from tr�ffic and erosion, and keep free fram trash and weeds. � B. Where completed compacted areas are d�sturbed by subsequent const�uction operations or adverse weather, scarify tl�e surFace, reshape and compact pr�or to further constructian. � END QF SECTIOf�! � . � � � � � � � � ' Shepherd Resources, Inc.AIA 02220 - 3 Excavatin Ba kfilki g, c ng&Compactmg Permit Set- 03-22-04 � � � � HUGHES RESIDEh�ICE 03Q5 02�21 TRE�ICHING, BACIC�fL�ING A�JD COMPACTING � PART I �ENEIZP,� � I .4 I SU M MARY A. Trench, backfll, cam act as s ecifiied herein, and as needed to m�etthe re uirem�nts of the � P P q construct'EOn shpwn in the Contract Docum�nts. � B. Us� 'Soils Infarmation' a5 describec� in this Proj�d Manual under 'G�neral I nformati�n' ir� conjunction with this se�tion. See Sec�ion 0�205— Shoring, as it relates to this se�tion � PART 2 �'RC�DUCTS 201 SOIL MATERIALS � A, fill and t�ackfill materia�s: � f. Provide soil materials free�rom organic rr�atter and deleter�ous substances, containing no racks or lumps over 3 inches in greatest dimension. B`. I mport all structural and non stru�tural fill as r-equireci. All structural fill to be approved by the � Owner/Arcf�itect and Soil Engineer. � PART 3 EXECI�TION 3.d I 5URFA�E CONDITIOR15 � A. Examine the areas and tonditions und�r which work of this Section will be performed. Correct � canctitions detrlmental to timely and proper completion of the Wark. Do nat proe2ed until unsatisfadory�on�ditions are corrected. 3.02 PR(�CEDURES � A. Utikities: � I. �rotect active utility lines. If damaged, repair or re�alace at no additional cost to the Owner. 2. If existing utilities are faund to interfere with the permanent facilities being constructed, �mmediately notify the Qwner/Arthitect and secure his ir�structions. � 3.�3 TRENCHING A. Provid� sheeting and shoring necessary far prote�tion of t#�e work and for the safety of personne,. � Prior to backFilling, remave all sf�eeting. B. Open cut: � I. Excavate for utilities by open cut. 2 If conditions at the site prev�nt such open cvt,trenching may be used. ' Shepherd Resources, Inc. AIA 02Z2� - I Trenching, Backfilling& Compacting Permit Set- �3-22-0�1 � � � � HUGHES RESIDENCE 4305 , 02Z21 TRENCHII'�1G, BACKFILLIN� Af�JD COf"IPACTIf�JG � 3 Remove stones, bould�=rs and other ir�terfering objects, and backf�lE voids lef# by such removals. ` C. Tre3�ch to the rninimu�n width necessary for proper installation of the utility, ��vith sides as neariy vert+cal as possibfe using shoring as r�quired. Accurately�rade the t�c�ttom to pravide uniform bearing for t�e utility. � D. Where ut€lity runs traverse pubGc property or ar� subject to �overnmental ar utility company � jurisdi�tion, provide depth, bedcling, caver and other requirements as directed. E. Where trenching occurs in existing lawns, rernove turF in se�tians an�l keep damp. Repfaee turf upon tompletion ofthe backfil€ing. � F. P'rovide minimum trench de ih i � c p as ndicated on the Drawings Qr as _pec�fied by the � Qwner/Ar-chitect, the Project Engineer or by the local governmental authority. 3.03 BACKFILLING � A.� Backfiq excavations as promptly a5 pragress of the Work perrnits, but�ot untl completion af the following: I , Ir�specting, testing and approving underg�ound utilities. � 2. Removing of trash and debris. B. PEa�ing and compacting. � I. Do not place backfill or f II material on surfaces that are muddy frazen ar containir�g frost ar ice. 2. Backfi€I trenches to the ground surface with selected material selected by the Soils Engineer or � �wner/Architect. 3. Reapen trenches which I�ave been improperly bac�lled, to a depth a� required for proper cqmpaction. Refll and compact as specified. � 4. Mechanicaliy compact backf€II v�ithin ten feet of buildings. 3.06 MAIf�lTENANCE � A. Protect newiy graded areas from trafifc and erosion, and keep free from trash and weeds. � END QF SECTIDRJ � � � Shepherd Resour�es, InC. AIA OZ221 - Z Tren�hing, Backfilling& Compacting ! Permit Set- 03-�2-04 � � � HU�HES RESIDENCE 43Q5 � ��66a WATER D15TRIBUTION SYSTEM PART I GENEf3P,L � I,01 SUMMARY(WHERE APP�ICABLE) � A. Provide water distribution system as spe�ified herein and as needec�for a complete and proper installation. Use Division I 5 in Canjunction with this sectiar�. Comply with all requirements of � governmental authority hauing jurisdictfan or responsible utility compan�. I.02 QUALdTY ASSURANCE � A, Use adequatE numbers of skilled workers who ar�t}iorat�ghly trained�nd experiented in the necessary crafts and who are completely farniliar with the specified requirements and the methdds � needed for proper perFormance of the work of this Sectian. PA9�T 2 PRUDUCTS � 2.0 I PIPE AND FITT�NGS ' A. GeneraL Assvme connection ��int�o building service lines as being appraximately 5 feet outside buildings and structures to which service is required. � �.02 WATER PIPIf�J�, BURIED BEYOND BUILDING �1se pipe as required by governr�ental authority hauing jurisdiction or responsible utiliip � eompany. A. Cast Iran Pipe: AI�1S!/AV�JWA C I 5 I with ductile iron fittings, rubber gasket, mechanical joints ar�d , 3/4 inch diameter rods. B, Copper Tubing: ASTM B$$, Type K, annealed with wraught copper fittings and compressian � joints. C. PVC Pipe: ASTM D 1785, Schedule 40, or ASTM D2Z4 I, minrmum i 50 psi pressure rating with � solvent weEd joints. D. Fittings and specials: � !. Cast iron pipe: a. lJse fttings and specials suitable for I 54 psi pre55ure rating unless otherwise specified. b. For use with mecF�anical joint pipe, comply with ANSI A-Z I.I 0. � �. For use with push-on joint pipe, comply with ANSI A-2 I.I 0 and AN51 A-2 I.! I . d. Use cement marta�lining compfying with ANSI A-2 I ,4, standard thickness. 2. Plastic pipe: � a. Use f�t[ings and specials suitable for S�hedule 44 rating un€ess otherwis� spe�ified. - W r Distribution 5 stem � Shepherd Resources, Inc. AiA 02660 I ate y Permit�et- 43-22-04 � 1 � � , HUGHES RFSI[�E1�lCE 0305 02660 WATER DISTRIBUTiQN SYSTEM � b. Use fittings and specials for PVC pipe complying with ASTM D2468. � �. For threaded PVC fttings, use Schedule 80. E. Valves: Use valves d�signed for a working pressure of not less tk�an I 50 psf and pressure reducing � valves as requirer�. F. Service fttings: � i. PVC mains smaller than 2 inches in diarneter. Make 3/4 inch ma>cimum servi�e with t�es or plastic valve tees. 2. PVC mains 2 inches to 3-I/2 inches in diameter. For 3/4 inch to I in�h 52rvice, use bronze service damp and bronze corparation stop ciesigned for PVC. � 3. Service lines larger than those listed above: Make with standard tees on nerN I�nes, 3nd tapping tees on ex�sting lines. � 2,03 VALVE BOxES A. Vaives 3 inches and larger: Use service box of cast iron with"WATER" cast inta the cover, � exter�sion type of the required lengt�r, with screw adjustme�t. 8. Valve�2-I/Z inches and small��-: � I. Use precast concrete or metal box with the word "WATER" cast inta the cover. 2 Provide risers on pipe line to place valve within box de�th. � PA#�T 3 EXECIJTIOf�V � 3.01 SURFACE CON[�ITIOf`JS A. Examine the areas and cond�ions under whith work of this Sectian will be performed. Correct ' conditions detrimental to timely and proper completion of the Work. Dt� not proceed until unsatisfadory conditions are corrected. � 3.02 FIELD MEASUREMENT A. f`�ake n�cessary rr3easurements in the feld to assure preuse ft af items m accordance with the � approved �esign. 3,03 HANQLII`JG � A. Har�dle pipe accessories so as to ensure deliver/to the trench in sound, undar-naged condition. B. Thoroughly clean interior of pip�e and accessories before lowering pipe inEo trench. Keep clean � during[aying operation by plugging or other method. C. Be�are installation, inspect each piece of pipe and each fitting for defects. Replace defective � Shepherd Resources, Inc.AlA 02660 - 2 Water Distribution System � Permit Set- 03-22-04 • �, � HUGHES RESIDENCE 0305 C}2660 WATE�;DISTRiB�JTION SYSTEM � material. � D. Rubber gaskets: Store in a cool dark place until just prior to time of�nstaliation. � 3.�4 L�CATI14lG A, Locate water pipe at ieast I Q feet away, horizor?tally,frorn sewer p�pes. Where battdm of the � w�ter pipe will be at lea5t 12 ir�ches above top of sewer pipe, loca<e water pipe at least 6 feet away, honzontally, from the sewer pipes, � B. Where water lines cross under gra��ity-#low sew�er lines, f�rlly encase the sewer p�pes in concrete f�r a distance of at least I 0 feet each side of the trossing, flr provide pressure pipe with na joint ' located within 3 feet af the crossing. C. Cross water iines in�ases above sewage force rnalns or inverted siphons at feast 2 feet above the � sewer li�es. En�ase in cancrete tF�ose joints in the sewer main closer than 3 feet, horizdntally,to t�e crossing. 3.05 )OINT DEFLEC710N � � A. Cast iron pi�e: Maximum alkowable defledian: � �qameter: Push-on joint; Mechanical joir�t: 3-4 inches 19 inches 3 I inches 6 inches I 9 inches 27 inches � 8 inches �9 inches I 0 inches B. Plastic pipe: Unless a lesser amount is recommended by the pipe marn�facturer, maximur�n a�lowa�ie deflections from a st�aight line or grade, or offsets, wil! be 5 degrees. � 3.06 PLACING Af'�.ID LAYiI'tiIG A. GeneraL• � I, Do not drop or dump any of the matenals of this Section into the tren�h. 2. Except where necessary in making co�,nectians to other lines, lay pipe with the bells fating in � the diredion of laying. 3. Rest the full length of each sec�ion of pipe solidEy on the pipe bed, with recesses excavated to accommodate bells, cauplings and joints. � 4. Do r+ot lay pipe in water or when trench�onditioe�s are unsuitab�e for the work; keep�nrater out of tren�h until jainting is completed. 5. Secur�ly dose open ends of pipe, fttings and valves when wark is not in progress. � B. Plastic�ipe: I. 'Position pfasti[pipe and fittings in tren�h in a manner that identifying markings will be readily � uisible far inspection. 2. Qo not thread pkas'tic{�ipe. Make connec:tions only with the soEvent cement�r w9th special Shepherd Resources, Ine.AIA 02b60- 3 Water Distribution System � Permat Set- 03-2�-Q4 � � � � � HUGHES R�ESIDENCE 03�05 02660 WATER D15TRIBUTION SYSTEM � adapter fiittings designed for the purpase. � 3. SuppQrt plastic pipe in trenches with a 3 inch layer of sand. Do not allow�-ocks, debris or other patentially d�maging substances within 6 inches of plastic pipe in trenches. 4. Provide an eledrically continuous type 7W insulated No. I�}tra�er wire in the tr�nch along � the pipe,fastened to the pipe at 20 foot intervals and termina�ing above ground with a I 2 inch lead taped around each riser. � C. Connectior�5: U5e specials and��t[ings to suit the actuai conditions where connections are made between new work and existing ma�ns. Use only those specials and fttings approved by the utility having jurisdidion. ' D. Sleeves: !. Where pipe passes through walls of vaCve pits or struc�ures, provide cast iron or PVC wall sleeves, � 2 Fill space between sleeve and wall with rich cement mortar ar grout. Fill spate between pipe and sleeve with mastic or grout. � 3.07 SERVICE BOXES A. VVhere water lines are !ocated below paved driveway, install boxes in accessible Io�ations beyand � limits of driveway surFacing and walks. B. Wf�ere no curbing exists, install boxes in aaessibEe locatians beyand limits of street surfacing, � walks and driveway. 3.08 TESTIE�G ' A. Provide personnei and equipment neces5ary, and perforrn tests required to demonstrate that the work of this Section has been completed in accordance with specified requirements and with � governmental authority having jurisdiction. � END OF SECTION ' � i 1 Shepherd R�sources, Inc.AIA OZb�� - 4 Water Distribution System ' Permit Set- 03-22-04 � � ' HUGHES RESIDEI'�10E o3as I I TI N SYSTEM , 0268� GRS D STR�U C� PART I GENERAL � I .01 SUMMARY(�NHE�iE APPLICAB�Ej � A. Provide gas distribution system as specif�ed herein and a5 needed for a compfete and proper installatFOn. Use Divisian I 5 in conjunction with is se�tion. Comply wbth all requirements of � govemmental authority having jurisdiction or responsible utifity tampany. B, Provide adequate gas supply to new gas freplace at th� Living Roam for a triple burner in�ert � whach provides an adequate/realistic flame. C. Provide adequate gas supply to new gas range oven 3t kitthen, dryers, and ski room, � D. Provide adequate gas supply for gas grille on north deck. E. Provide adequate gas supply for gas fred boilers and supplernental heat units. � a.02 QUAL�TY ASSI�RANCE .� A. Use adequate numbers of skil�ed workmen who are tharoughly tr�ine�and experienced in the necessary crafts and who are completely familiar with the specif�ed requirements and the rr7ethods � needed for proper perFormance of the work of this Section. PART 2 PRQDUCTS � 2.d! PiPEAND FITTINGS � Use �ipe as required by governmental autharity having jurisdiction o�responsible utility company. � A. Gas distribution maln: I. Use PVC ar black steel pipe, as pes'mitted by the utility company and other ag�ncies having � jurisdiction and as selected by the Contrador. 2 Where matching or jaining existing mains, use the material be€ng matched or jained unfess otherwise speci��caEly approved by the Owner/Architect. � B. Gas service lines: I. Use the same material as for gas distribution main. ' 2. Assume tonnedion point for building servECe lines as being approximately 5 feet outside buiidings anci structures to which service is required. C. For biack 5teel pipe systems, use: � I. Black steel pipe: ASTM A I 20, schedule 4d;threaded ends. 2 Fittings: Black rnalleable iron,AN5! B-I 6.3. She herd Resources I�c.AlA Q2b85 - i Gas �istr�ibution System � � � Permit Set- 03-22-6� � , � � ' H�JGHES RESIDENCE 0305 02b$5 GAS DISTRIBUTION SYSTEM � 3, Unians: Black n�alleable iron, Fed Spec 1Mr'V-U-53 I. ' 4, Flanges Black steel slip-on welding. 5, Gaskets: Neoprene, I/I b inch thickness, 50 to 60 shore "r�," hardness. � D. For buned PVC systems, use: I. Pipe: ASTM D224 I, SDR I 3.5 long term tested: a, PVC 2 I 10, I 60 psi; or b. PVC 2 I 12, 200 psi; or � c. PVC 2 I 16, 250 psi. 2, Fittings: ASTM Q2467, schedule 80. 3, Cemer�t: ASTM ��5�4. 1 4, Gaskets: Neoprene, !/8 inch thickness, 50 to b0 shore "A" hardness, S. Fasteners: Mane� nuts, bo�ts and washers. � 2.Q2 VALVES A. Buried shut-off valves: Provide ball valves designed for close-off pressure in either direction. , B. Above ground valves: Provide brc�raze bQdy balf va�ve or bronze body plug valve. � 2.Q3 VALVE BOXES A. Provide and pla�e service box of cast iron or precast concrete over valves. Qo not locate boxes in � ccncrete wa�ks. B. Valves 2-I� inehes and smaller: Use precast concrete valve 6ox with the wardFng "GAS"cast into ' the cover. C. Valves 3 inches and larger: Use service bc�x of cast iran, extension type oi the required length, � having screw adjustment. 2.04 TRA�ER WIRE ' A. Provide No. I 4 TW insu[ated capper tracer wire on non-metak1ic pipes. 2.Q5 �ASING , A. Where gas lines are be€ow concrete pavement, provide galvanized pipe, ASTM A!20, schedule 40, with extrud�d polyethylene coating, in pipe sizes 2 inches larger than gas line. , PART 3 EXECUTIQI�! ' 3.0! SURFACE CaNDI7101V5 � She herd Res r - p ou ces, In�. AiA 02b85 � Gas D�stnbution System , Permit Set- �3-22-04 � � P HUGHES E�ESIDENCE 0305 YSTE�I ' 02685 GAS QISTRIBUTION S A, Examine the areas and conditions under which wark of this Sec�ion will be performed. Correct ' conditions detrimental tc�timely and �raper completion of the Wark. Do not proceed until unsatisfactory conditions are corrected. � 3.�2 FIELD MEASUREMENT � A. Make necessary measur�ments in the feld to assure precise ft of items in accordance with the � app�-oved des�gn. 3.�3 INSTALLA710N � A. Install pipe fttings in accordance with AN51 8-31 .8. 8. Pipe cleaning: � I. Thoroughly clean inside of pipe and fittings before installing. 2. Blow fine5 clear by using 80-I OQ p5ig clean dry compre55ed air. , � 3. Rap steel lines shar�€y along entire length before blowing clear. - 4, �Cap or plu�ends of pipe as necessary to maintain cleanfiness thraughaut installation. 3.04 CONl�.fECTIOf�! � A. Make conne�tion to utility�ompany or agency service line or meter in accordance with the � requirements af the utility having juri5diction. 3.05 FIELD INSPE�T�ONS AN�TESTS , A. Provide personne�and e�uipment necessary, and perFarm te�ts required by local agencies having jurisdictior� over this work to der�onstrate that the work of this Section �as been completed in accordance with specified req�srements. � END OF SECTkON � , � � r R r e i�,�.Aia 02685 - 3 Gas Distribution System ' Shephe d esou c s, Permit Set- 03-22-04 � � � � ' HUGHES RESIDENCE a3a5 0�7I Q RJOF& F�UNDATI�N DRAII�IAGE ' PART ! GENERA�(�HIS SECTIC�N ONLY NEEpED IF REQUIRED BY SOlLS ENGiNECRJFZEPQRT) ' I.01 SUMMARY , A. Provide drainage af new foundation as spetified by the Sails Report and as needed far a camplete and proper instaflation. Provide heat-tra�ed undergraund surface drainage system for raof drains and gutters as required to daylight per all applicable codes. A full foundation anc!surface drainage � system design wil! be provid�d if required. B. Use '5oi{s Inforrnation' as described in this Project Manual under 'General Informatian' in ccnlunction with th�s section. ' I.02 UALiTY ASSURANCE Q � A. Use adequate numbers of skilled workrnen who are thoroughly trained and experi�nced in the necessary crafts and who are completely familiar with the spec�ed requirements and the m�thods r�eeded f�or proper performanee of the work of this S�ction. ' . . ' PART 2 Pft�DUCTS ZO I PI PE MATERIALS '� A. Re: `SQils Information' ar�d reparts. � B. Pipe: I. PVC Pipe: ASTM C�2729; perfarated/unperforated; plain end, 4 inch inside diameter; with required fittings. ' �. Corrugated pla5tic tubing: Flexible type, perForated, 4 inch diameter, w�ith required fitkings. 3. Foundatian drainage system to use perForated pipe at footing locations. Pipe that goes ta daylight, and any pipe carr,�ing sur�ace wate�,to be solid p�pe. � Z.aZ FILTERAGGREGATF � A. Caarse fifter aggregate: Provide dean well graded natural gravel or crushed stone; free frorn shale, clay, organic materials and debris; maximum size I-I� inches; minimum size !/4 inch. B. Fine filter aggregate: Provide dean wel)graded natural sand; free from silt, clay, loam, organic , rrtaterials and soluble materials. ' 2.03 �THER MATERIALS A. Provide other mater�als not speaf�ally descnbed but required for a complete and proper ' installation, as selected 6y the Contractar subject to the approval by the Owner/Arci�itect and per Shepherd ReSOUrces, In�.AIA 027 I 0 - I Roaf& Foundation Drainage ' Permit Set- 03-22-04 � � 1 HUGHES RESIDENCE 0305 02710 R�Q�& FOUNDATIOI�I DRAINAGE ' soils re ort. ' P I. Composite Qrainage Board �. Filter Fabric ' 3. Plastic Sheeting PAf�T 3 EXECUTION ' 3.�1 SURFACE CONDITIONS � A. Examine the areas and co�iditions under which work of this Se�tian will be per�ormed. Correct �onditions detrirnentaP to tirr�efy and proper completion of the �Nork. Do not proceed until � unsatisfactory conditions are corrected. 3.02 INST/�LLATION � A. Excavate trenches to the lines and grades required for pipe positions, cheeking trenches by instrument to assure correct grade. , �. Place the bedding aggregate to the depths and arrangements shown an the Drawings, using �pecial care to provide uni�orm and solid bearing the full length of the pipe. , C. install the pipe in the arrangements shown an the Drawings and as required ta achieve positive drainage of the reqt�ired areas. Form piping into a continuous system, �ising such fittings�nd aaess�ries as are recarnrr�ended by the manufacturer of the materials, starting at the highest ` required drainage elevation and continuing ta the point of d�scharge. 3.fl3 INSPECTI�N ! A, If so requireri by the Owr�er, demonstrate prior to bac�ll that the drainage system provides free ci rai nage. ' 3.�4 BACKFf LL AND C�VER A. instaal the aggregate backf II shown on the Drawings,tak3ng special care ta prevent crushing the , pipe. Install the plasti�sheet,filter fabric and composite drainage board per maraufacturers instructions. � B. Frovide required protection until placement of the ne�ct suc�eeding layer or increment of construction, � EN[� �F SECTION ' She herd Res�urces lnc.AIA 42710 - 2 Roof& Foundation Draina e � p , g Permit Set- 03-22-04 ' � � � , HUGHES RESIDEf`JCE 0305 Q2730 SAIVITARY SEWERAGE SYSTEM 1 PART I GENERA,L , I.01 SUMMARY A. Tie into the existing sanitary sewerage system as specified herein and as ne�ded for a complete ' and proper installation. Use Division 9 5 in canjunction with tF�is sedion. Comply with ail requirements af govemmental authority havong�urisdictian or responsible utility company. , I.02 QUALITY ASSURAfUCE A. Use adequate numbers of skilled v�rorkmen wha are thoroughly trained and experienced in the � ne�essary crafts and who are completely familiar with the specif ed requirements and the methods r+eeded for proper performance of the worfc of thrs Section, � PART 2 PR�QUCTS � 2.01 PIPE AND FITTINGS Use pipe as required by governmental authority having jurisdiction or responsible utility company. � A. Ca�t iron sail pipe and fttings(CIP): ASTM A74, class SV; rubber gaskets ASTM C564 for compression j4ints. iB. Clay pipe and frttings(VCP): Use e�cira strength, bell and spigot,ASTM Q00. Use�ompression joints ASTM C425,type II. ' C. PVC pipe and fittings� Use e>ctra strength, rreinimum of SDR 35, ASTM D3034. D. ABS pipe and fittings: ASTM D2680. ' PART 3 EXECUTION � 3.01 SURFACE CONDIT�UNS � A. Examine the areas and conditions under which work of this Secti�n will be per��rmed. Correct conditions detrimental to timely and proper completian of the Work. Do not praceed until unsatisfactQry cor�ditians are correctecf. , 3,02 FI�LD MEASUREMEIVTS ' A. Make necessary measurements in the feld to assure precise ft of iterris in accordance with the approved design. ' She herc� Resaurces, In�-AIA OZ73d- I 5 n' S w r p a rtary e e age 5ystem ' Permit Set- 03-22-04 � � � Nu�H�s �s�n�NC� a3o� 02730 SANITARY SEWERAGE SYSTEM ' 3.Q3 INSTAL LATION ' A. Location: Locate th� sewer lines in strict accordance with the responsib9e utility company ' directlon. B. Pipe laying: ' I. ProtPCt pipe ciuring handling against shacks and free fall. Remove e>ctraneous material from the pi�e interior. 2. �ay pipe by proceeding upgrade with the spigot ends of the bell and spigot pipe pointing in the � direction of flow. 3. Piace,fit, join and adjust the joints to abtain the degree of water tightness required. C. Cfeanouts � I. Install cleano�ts where required, Coord�nate locations with Owner/Architect. 3.d4 WYE BRANCHES � A, Provide wye branches where sewer connections are +nditated or required.Where joining an new ' line, join by placing a sac�dle over the line, anci make conne�tion in a manner which will nat obstruct ar inter�ere with the�low. 3.Q5 BUILD��1G CQNNEC�10(VS r A. Termi�ate building connections as required. ' B, Provide tem�orary dosures at terminals where the building pipe is not instalied. Place marker post at grade end of plugged Iine. ' 3.06 TEST€N�AND WSPECTION Ae Provide per�onnel and equipment necessary, and perfarm tests required to demonstrate that the , work of this Section has E�een completed in accardance with the specified requirements and with governmental authority having jurisdiction. � END OF SECT[Of�l i 1 1 She herd Resaurces Inc. AIA 02730 - � Sanita Sewera e System ' p , rY � Permit Set- d3-22-04 1 � � � ' HUGHES RESIDENCE 0305 0281 I LANDSCAPE IRRIGATIaN ' PART I ��ENERAL , I.01 SUMMARY � A. Repair/replace existing ar provide new automa�ic irrigation system, repair existing plant material and re�egitate native grasses in demolition area. � B. irrigation: Repair/replace existi��or provide new automatic irrigation system in derrzolition areas and as nec��sary to assure the survival and eontinuec4 grawth of the existing and installed lanclscaping, including such temporary irrigation as may be necessary for germination and sustained � growth. I.02 QUALI Tl'ASSURANCE ' A. Use adequate numbers of skilled workers who are thoro�ghly trained anc4 experiented in the necessary crafts a�d who are complete6y familiar with the specified requirements ar�d the metho�s needed for proper performance af the wark of this Section. ' . PA�tT � PRODUCTS I �,Q I �S,�E� ' A. Sys�em Manufadures: TBD 2.42 MATERIALS ` A. Pipe: PVC camplying with ASTM D2�I I; solvent w�ld sackets. � B. Pipe: ABS complying with ASTM D2282; salvent weld sockets. C. Fitting�: Type and style of connedson to match pi�e. � D. Outlets: Brass or bronze tonstrudion. � E Rotary sprinkler head: Fixed/pop-up type with screens. F. 5pray fijpe sprink9er head: Fixed surFace headfpop-up head with a spray pattern to matel� existing. � 2.03 VALVES A, Gate valves: Bronze cons�ruction, non-rising stem, inside screw with threaded ends. ' B. Backflow preveraters Bronze body constr�ction � 2.04 ��NTROLS Shepherd R�esources, Inc.AIA Q281 i- I Landscape Irrigation ' ��rmit Set- 03-2�-04 � � ' HUGHES RESIDENCE 0305 , 0281 I V�,�iC35CAPE IRRIGATI�N 1 P,. Controller: I''lanual contral�er. � B. Controller housing; weatherproQf, watertight, with lockable access door. PART 3 EXECU�ION 1 3.01 SURFACE CQNDITIO�NS A. Examine the areas and canditions under which work of thi$ Section will be perFormed. Car�-ect � �nndi#ian� detrimental to timely and proper completion of the Work. []o not pracee� until unsatisfac�ory conditions are ccrrected. � B, Raute piping to avoid pEants and strudures. 3,02 INSTALLATIflN ' A. lnsta�l pipe, valves, contro�s and autlets in accordance with manufacturer's instructions. � B. Set sprinkler heads and bax covers at finish grade eievations. 3.03 BACKFILLING ' A. Prior ta backfilling,test system for leakage for whale system to mainiain I 00 psi pressure for one � hour. B. Provide 3 inch sand �over ouer piping. Backfill and compad to subgrade elevation. � END OF SECTION ' � � � 1 , Shepherd Resources, Inc,AIA 0281 f- 2 Landscape Irrigation Permit Set- 03-22-0� � � � � � HUGHES RESIDENCE 0305 0295a TREES, PLANTS AND GRC>Uf`�JD COVER � PAf�� I G�NERAL � I .01 SUMMARY A. Generai Scope; Repalr exist'ing or prowide new automati� irrigation system. � B, Pravide new plant m�terial ar�d ground covers: Particular care to be taken to protect existing trees. E�fort ta be mad2 to minimize the area�ffected by cons�ruction equipment traffic, lay-down � ancl worker use. AIV areas outside the ''limits of con5truc�ion ta be dearly delineated and protected for the duration o#construction by suitable me��s such as fencing or erecting rope barriers. � I.02 QUALI�I'A55URANCE A. U�e adequate numbers of skElled workers who are thoroughly trained and experienced in the � necessary crafts and who are completely fami6ar with the specified requirements and the methods neede�for proper performance of the work of tf�is Settion, '� B. Standards: Plants and planting materia€: Meet or exceed th�specifitations of federal, s�ate and county laws requiring inspection for plant disease and insect control. � i.03 WARRANTY A. Provi�e one year warranty including caverage of piants from death or unheatthy coriditions. � B. Replacements: Plants of sam�size and species as specifi�d, planted ir�the next growing season, with a new warranty commencing on date of replacement � PART 2 PRUDUCTS � 2.01 FERTILIZER A. Provide commercial balanced I 4-10-I d fertilizer delivered ta the 5it�_ � 2.Q2 Sd1LAMENDMENT � A. PrQVide peat moss as a soil arr�endment. Z.03 MULCH � A, Provide standard size gro�and bark chips I/4 inch to I inch in size, mill-run chips of Douglas Fir bark ar other material approwed by the Owner/Architett. � 2.04 TRE� STAKES � A, Provide Redwood stakes, construction grade, rough sawn, 2 inches by 2 inches by 8 feet. Sh��herd f�esources, Ir�c.AIA 0�950- I Trees, Plants and Groun� Cover � Permit Set- 03-22-04 � � � HUGHES RESIDENCE a305 � QZ95� TREES, PLANTSAND GROU�ID COVER � 2.05 �V�RGREERJ AND DECIC7UOU5 SHRUBS F A, Plant material is to be from nursery stock. � 2.06 PERFNNIAL GROUND COVERS � A. Plant material is to be#rom nursery stock. 2.07 GRASS SEED � A. �eneral: Provide grass seed which is free from noxio�s weed seeds; gracie a recent crop � seed; type eonsistent with local dimatic and growing conditior�s. 2,08 50D � A. Provide sod which is general ASPA approved grade, �uit+vated grass sod; with strong fbr�ous root system; mac�ir�e cut with I,2 inch to I inch topsail base. Grass type consistent with Eoca! � climatic and growing conditions, � 2.09 OTH�R h'IATERfALS � A. Provide other materials not specifically described '�ut required for a complete and pro�er installation as seEected by the Contractar subject to the approval of the �wner/Architec#. � PART 3 �c�cuTio�v 3.01 SURFACE C�NDITEONS � A. Examir�e the areas and conditions under which work of this Sectian will be perFormed. � Correct cand�tions detrimental to timely and proper completian of the Wcsrk. �o �Qt proceed until unsatisfadory conditians are correc-�ed. 3.02 SPREADING TOPSOIL ' A. Upon completion of finish grading, perform fin�grading rec�uired in planting areas, using soil �, obtained from the site. � 3.03 PLA�ITING TREES AND SHRUBS � P,. General: i. Plant nursery stock irrFmediatefy upon d�elivery to the site and approval by the Owner � Shepherd Resources, lnc. AIA 0295a - 2 Trees, Plants and Ground Cawer Permit Set- 03-2Z-04 � � � � � HUGHES RESfDENCE 0305 02950 TRE�S, PLAfVTS A.ND GROUND CC7VER � ex�e t that, If this is not feasible, heel-in all bare raot and balled matcrials with damp P soil and protect 4rom sun and wind. � 2. f�egularly water nursery stock in tontainers and place them in a cool area protected �rom the sun and wind. E3, Plantir�g: F�II holes with bac�ll mixture of thre� paris soil taken from the hole and one part speafied sail ame�dment by volume. �� C. A�ply the specified mulch ta a depih of at least 2 inches, evenly spread over the entire area of each soil basin. � 3.44 SOWING TUftF GRASS A, Grade seec€ bed5, thoroughly removing ridges and depressions, and making areas srr�ooth, � continuous, f rm planes that ensure proper drainage. �emove sall lumps, rocks, sticks and other deieteriaus material. � B. Sow with seeder at the rate of 5 pounds per I 0�0 square feet Wet bed thorough�y after seeding and keep all areas moist throughaut germinatian period. � C. Protect turf areas by erecting temporary fences, barriers, signs and similar proteetian as necessary to prevent trampling. � 3.Q5 STAK4NG A. Stake trees using one stake per tree with two tree ties per stak�e and driving stakes into ground at least 2 feet. � 3.Q6 SCHEDULE - PLANT LIST on drawin s. g � ENI�OF SECTION � � � � � 5hepherd Resources, Inc.AIA 0295Q- 3 Trees, Plants and Ground Cover � Perm� Set- Q3-22-04 � � � HUGHES RESIDENCE 03Q5 l 033Q5 CAST-IN-PLACE CONCRETE(INCLUDIfVJG F�RMWORK AND REIfVFORCEMENT) � PAR7 I GENERAL— use this section in conjundion with the Structural General NoteS. Structural Gen�ral Nates take precedence aver inf�rmation included herein. � I.01 SUMMARY A. Reinforced 8°thick concrete stem walls vuith 6" hi h x 5 °/a"wide curbs on r�einforced cantrete � � foatings. Foundation and surfa�e drainage as required by soils report. Composite drair�age board and bituminous damp-proofng on backfilled face of fQUndation walls. � I.02 QUALITY ASSURANC'� A. Use adeq�uate numbers of skilled workers who are thoroughly trained and experienced in the '� necessary crafts and who are eompleteky familiar with the specif2d requirements and the methods r�eeded for proper performance of the work of this Section. � B. Perfarm all work in accordance with ACI 301. � PART 2 PRODUCTS 2.01 FORf� MATERIALS � A. Exce�t for metal forms, use new materials. Materials may be re-used during progress of the work � providing they are completeiy�feaned and reconditioned, recoated for ea�h use anc� capable of producing formwork of the required quality. B. Plywoad: PS I, grade B/B, �I�ss I or li, e�cterior, 3/4 inch Douglas fir sheets with cl�an true edges. � C. Lumber: 5pruce or Dauglas fir. � D. Prefabncated fibraus giass reinforced resin type: Matc�ed,tigf�t frtting, stiffened to support the weight of concrete. � E. For footings and foundations, use baards or pianks secureci to wood or steel stakes, substantially �[onstructed to shapes indicated and ta support the required loads. F. Colurnn farms, if re�uired: � f. For square or rectanguiar columns, use 2 inch thick plan�CS, sur-faced one side, 2, �or round cofumns use r�-�etaf forrr�s or patented paper tube forms approwed by the � F�rchitect/Engineer. 3. Construct column forms with tight jaints and securely damped together with steel clamps. G, Use o�earth as the form is not acceptable. � 2,02 FORM TIES � Shepherd Resources, fnc AIA Q3305 - I Cast-In-Place Concrete Permit Set- 03-22-04 � � � � � HUGH�S RESIDENCE 0305 03305 CAST-if�l-('LACE CONCRETE (INCLUDING F�RMWORl� � A�`JD F�EINFC�RCEMENT) � A. Hold inner and outer forms for ver�ica!cancrete together with �ombination steel ties and spreaders. � 2.43 FORM RELEASE AGENT A. Provide calorless mFneral oil which will not stain con�crete or impair raatural bonding characteristics �� of coating intended for use on tontrete. 2.Q4 DESIGN OF FORMWORK � r ort brace and rnaint�in formwork so it wiil safei su o�t vertie�l and lateral A. Design, e ect, supp , Y PP ,-. loads that might be app€ied, until such loads car� be supported by the concrete structure. � B. Co�struct formwork so concrete members and structures are af�orreet size, shap� al�gnment, elevation and positian. �� C. �rovide formwork that is suffieiently tlght to prevent leakage of cernent paste during concrete placement. Solidly butt joints and pravide backup material at joints if required to prevent leakage �, and preventfns. 2.05 REII�FORCEMEI�lT MATERIA�S Al�JD ACCESSORIES � A. Bars: Deformed billet steel bars,ASTM Ab I 5; g�ade b0. B. Steel wire: For tie wire use black annealecf steel, I 6 gage minimum. C. Welded wire fabric Welded steel,ASTM A I 85; plain type in �oiled rolls; plain fnish. �I D, FibrQUS concrete reinforcement: (to be approved by the Structural Engineer) USe only I 00 ` percent virgin polypropylene,fibrillated fibers�ontaining na reprocessed oiefin materials and specifically manufackured for use as concrete setondary reinforcement.Volume per cubic yard � shall equal a minirnum of 0.I percent(I.5 pounds). � 2.06 FABR1CA710N A. Fabricate reinforcir�g bars ta canform to the required shapes and dimensions. � B. Place reinfortement, supported and secured against displacement. C. Ensure reinforcing is clean,free of loose scale, dirt or other foreign caatings. � � 2.Q7 CEMENT Shep'�erd Resaurces, lnc. AIA Q3305 - 2 Cast-In-Place Concrete � Perm�t Set- 03-22-�4 � � ,�. HUGHES RESIDENCE p3�5 � 03305 �AST-IN-PLAC� CONCRETE(INCLUDING fORMWORK AND REIfVFORC�I°'IEN1� � ,d,. Provide a standard branci of portland cement, ASTM C I 50, rype I ar II. One brand to be �; provided thraughout project. �.08 AGGREGATES � A. General: Provide hardrock aggregate, AS�M C33, with additional attributes as specifed herein. B. F�ne aggregate: Provide washed naturai sand havin stron , hard, durable articles, and cantainin �' � � P S not more than 2 percent by weight of de]eteriaus matter such as clay lumps, mica, shale or schist. Grade from coarse to fin�. � C. Coarse aggregate: I, Provide coarse aggregate�consisting of clean, hard,fine-grained, sound crushed rock or "'' washed gravef, or a�c�mbination of bQth, eortaining not more than 5 per�ent by weight ,� of flat, chip-lik�, thin, elongated, friable or laminated pieces, nor mare than � percent by weight of shale or�herty material. 2. Use coarse aggregate of the largest pradicable size for each condition of placement. ,� 2,09 WATER A. Use only cfean potable water. �� 2.I D CC�NCR�TE MIXES t� A. Unless otherwsse directed use portland cement to achieve an uftimate compressive strength of 3000 psi at Z8 days. �, S. Slump: �ootings and slabs on grade: 3 inches. Ali other concrete: � inches. �� 2.l i �QTHER,MATERIALS " A. F�pansion joint filler: Use prefarmed strips, non-extruding and resilient bitum€nous type, of � thickness indicated, ASTM D I 75 9. B. Provide other materiaEs not spec�cally describe� but rec�uired for a complete and proper � installation as sele�ted by the Contractar subject to t1�e a�pr�va!of the OwnerlArchitect/'Engineer. 2.12 PATTERfJEDJCO�Q�Z�D CONCRET� � A. Provide patkerned colored concrete as specified on floor plans and site plan. Patkern and color :� TB[�. PART 3 EXECUTI�N � Sh�pherd Resaurces, Inc,AIA Q3305 - 3 Cast-Ir�-Place Concrete Perr�it Set- 03-22-04 � � • � �' HUGHES RESIQENCE 0305 03305 CAST-�N-PLACE CONCRETE(INCLUDING FORMINORK � AND REINFORCEMENT} � 3.�I SURFACE CONDlTIONS A. Examine the areas and [onditions under which wark of this Section will be performed Corr�ct �, conditions detrimental to timely and proper completian of the Work. Do noi pro�eed until unsatisfactory conditions are corrected. 3.02 FORM CQNJSTRUC�101�� , A,. Construct forms in ac�Qrdance with ACI 347 to the exact sizes, shapes, lines and dimensions shown, and as required to obtain accurate alignrnent, location, grades, and level and piurr�b work � in the fnished structure. B. Provide for�penir�gs, o�fsets, keyways, recesses, moldings, reglets, chamfers, blocking, screeds, � bulkheads, anchorages, inserts and other features as required. C Cantrol joints in a I 2"x�Z" pattern(exterior). 1f control joints are required that are difierent than � indicated, notify Architect prior to eoncrete pour. � Q. Provisi�ns for ather#ra�des: � I. �rovide openings �n cancrete formwork to accommodate work of the ather trades. 2. Verify size and location of openings, recesses, and chases with the trade requiring such items. 3. Acc�rately place and securely support items to be buift into the cantrete. � 3.03 FORI"1 COATINGS �r A. Coat form contact surfaces with form coating compound before reinforcement is placed. B. Do not al�ow ex�cess form coating mater�al to accumulate in the forms orto come in cor+tact with � surfaces which will bond ta fresh concrete. � C Apply the form coating material in strict accordance with the manufacturer's instructions. D. Do nat apply form release agent where toncrete surfaces will receive special finishes. � 3.04 R�MOVAL OF FORMS A. General: �, I . Do not disturb or remo�e forms unti�the concrete has hardened suffcientky to permit farm removal with complete safety. 2. Do not remove sf�oring until t'he member has acquired sufficient strength to support its � own weight,t�e load upon it and the added Ioad of construction,. 3. Do nat strip floor slabs in less than 7day5. 4. Do r�at strip vertical concrete In (ess than �.days. � � Shepherd Resources, Inc.AIA 03305 - 4 Cast-In-Place Concrete Permit Set- Q3-�2-(}4 � � � HUGHES RES6DEIWCE 0305 0330 - - � 5 CAST IN PLACE CONCRE7E(INCLUDII�IG FORMWOF�K A�1D REINFORCEf�'IENT) � B. Finished surfaces � I. Exercrse care in removing forms from finfshed concrete surfaces so that the surfaces are not marred or gouged, and that the corners are true, sharp and unbroken. 2. Do not permit steel spreaders, fdrm ties or other metal ta project from, or be visible on, ,. any con�rete surface except where so shown on the [�rawings. �' 3 e Sclidly paek�orr�-�tie ��es, ro� holes and simi€ar hales in the concret�with c�ment grout. �lush the hales with water before packing, screed Q�f fiush and grind ta match adjacent surFaces. ,�' 3.05 RElNFORCEMENT FABRICATi�N A. Fabri�ate reinforcing bars to conform to the requir�ed shapes and dimensions. � B. P1ace reinforcement, supported and 5ecure� against displacement. � C. Ensure reinforcing is dean,free of loose scale, dirt or other foreign coatings. 3.D6 REINFORCEM�NT INSTALLATIOfV � A. Lo�ate and support reinforcement by metal �hairs, runners, bolsters, spa�ers and hangers as � required. B. Piace reinforcement to abtain minimum coverages for cancrete pratection. � C. Arrange, space and securely tie bars and bar supports tagether with the specifed tie wire. D. Set w3re ties so twisted eRds are directed away from exposed concrete surFaces. E. Ir�stall welded wire fabriC in�s long lengths a� practicable, lapping adjoining pieces at least one full mesh. � F. Provide sufficient nurr�bers of supports, and of strength to carry the reinforcement, � �.Q7 REIIVFORCEMENT SPLICES A. Lap splices: Ties securely w�th the spec�ed wire ta prevent dispfacement af splices d�ring � pla�ement of cancrete. 3.08 CO�JCR�TE M1�ING � A. Concrete for minar work may be mixed at the site in a pawer mixer when the mixer has a capacity not less than one full sack batch. � B. Unless otherwise approved by the Owner/Engineer use ready mixed concrete casnpfying with ASTM C94. � Shepherd R�esources, Inc. AIA 033Q5 - 5 Cast-In-Place Concrete Permit Set- 03�22-0� � � � � HUGHES RESiDEC'�10E o30� �� 033�5 CAST-IN-P1�CE CC�NCRETE (II�JCLUDING FORMWORK � AND REIf�FORCEMENT) �, C. If f brous concrete r�inforcernent i5 used add fibraus material to concrete materials at the time concrete is batched in amounts in atcardante with manufacturer's instr��ctions, � �, 3.09 INSERTS AND EMB�DDED ITEMS � A. Caordinate the various trades wha are required to fasten work to the struc��re, or are required to +nsert tl�erein any sleeve, box, bolt, anchor or other rough �ardware. � B. Provide every facility for setting aEl required items accurately in the forms. C. Conduit5 and sEeeves: � I. Lacate so as not ta reduce the strength of construc�ion. Do not place pipes, except canduits, in slabs less ti�an 3-I{2 in�hes in thickness. 2. In placing conduits in slabs on earth, pl�ce beEaw the reinforcement and encase in concrete by increasin�the thickness of the slab locally to at feast 3 inches of concrete � around the conduit on ali sides. 3.I 0 CONVEYING AND PLACING C�f�1CRETE � A. Before placing cancrete,th�roughly clean forms and make tight. B. Do not Place cancrete until reinforcement, �onduits, outiet boxes, anchors, sleeues, hangers, bolts and ot�er embedded materials are securely and properly fastened in their correct positio�s. :� C. Prepare previously placed co�crete by cleaning with steel brush and applying bonding ager�t.Appfy bonding ager�t in 5�rict accordance with manufacturer's in�tructions. � D. Separat�slabs-on-grade from vertical surfaces with jaint filler, e>ctended from bottom of slab to within I/4 ineh of finished slab surface. � E. PEace cancr�te continuously between predetermined expansion, control and construction jornts. F. Wh�re new toncrete is dowelled to existing work, drill holes in existing work, insert stee!dowels � and pack w€th non-shrink grout. G. Screed floors, slabs-on-grade and con�rete base for toppings levei, maintain surface f�atness of maximum I/8 inch in I Q feet. � H. Thorou hl work n g y co crete around reinforcement and embedded fixtures and �nto corners of forms during placing aperatic�ns. � I, Com letel com act with tam in oles and b ta in forms until the concrete is thorou hl P Y P P � P Y PPg gY compact and without voids. � � Shepherd Resources, Inc AIA 03305 - 6 Cast-Ir�-Place Concrete Perm�t Set-03-22-�4 � � � HUGHES RESiDENCE 0305 � �33�� CAST-IN-PLACE CONCRETE (INC�UdI�IG FC>RMW�ORK AND REINF�RCEMENT) � 3. 11 CURII'�IG A. Immediate4y after pla�ement, protect concrete from premature drying. � B. Mainta�n concrete with minimal moisture loss at relatively constant temperature far a period � necessary for h�dration �f cement and hardening of concrete. 3.12 SLAB ON GRADE THICKNESS � A. Typscal 4"thick slab on grad� with welded wire fabri� reinforc�mEnt on 4" gravei. 3.13 C�I�CRETE CURBS � A. Concrete curbs as noted on the Site/Grading Plan. � EN� OF SECTIC�N � � ,� � � � � ,� � � Sh�pherd Resaurces, lnc.AIA fl3305 - 7 Cast-In-Place Concrete Permit Set- 03-22-04 � � � � HUGHES RESIDEf`JCE 0305 �' 03375 CONCRETE SEALIN�G � PART I GENEFZAL � I.01 SUMMARY � A. Starn & seal (color TBD)concrete floor surfaces at main level- interior and e7cterior, where concrete is exposed, as specified herem and as needed for a cQrnplete and proper installation. Refer to plans�or Focations, � 1.02 QUALITY ASSURANCE � A. Use adequate numbers of skilled workers who are tharoughly trained and experienced in the netessary crafts and who are completely familiar with the specified requirements artd the methods needed for proper perfarmance of the wc�rk of this Section. � 1 .03 WARRANT1' � A. Upan completion of the work, and as a condition of its acceptance, deliver to the Owner one co�y of the manufacturer's standard written warranty, �� PART 2 PRODUCTS 2.01 SEALERS � A. I`�anufacturer: Standard �ancrete Seal�r—Waterbase,far interior applitatians. � PAR.T 3 EXECIJTIC}�! � 3.01 SU�FACE CONDITfONS A. Examine the areas and conditians under which work of this Section wil€ be perFormed. Correct � �onditions detrimental to timely and proper completion of the Work. Do not praceed urttil unsatisfactory canditions are corrected. 3.Q2 APPLICATlO�I A. Preparation: � f. C7n freshly fini5hed concrete surfaces, no additional surFa�e preparation is required. 2. C�n areas where forms �re recently removed, remove all form oi4 and breaking campaund residue to assure penetration of the product inta the sur#ace, 3. On existing con�rete: � a. 5v�✓eep all areas to be treated using a fine bristle broom Qr hose off with water and let dry to remave aEl surfaee dust and di�t. � b. Free the surfate from all contarrlinants wh�ch would inhibit penetration of the product into Shepherd Resources, Inc.AIA �337� - I Concrete 5ealing � Permit Set- 03-22-04 � � � HUGHES R�SIQEi`JCE 0305 � 03375 COfV��ETE SEA�ING � the pores of thE material ta be treated. c. Remove all curing, sealing and coating agents by use of chemical or mechanical means as � necessary. d. If acid is used to remove surface coatings, flush the surface with water sufficiently to remove all acid ar�d acid residue. � B. Application: Comply w'ith manufatturer's instructians. ENd OF SECTIC)N � � � � � � � � � �� Shepherd Resources, Inc.Al/� 03375 -2 Contrete Sealing Permit Set-03-22-Q4 � � � � HUGHES RESIdENCE 03Q5 � 035 I 6 PRECAS7 CONC�RETE PAVERS � � PART I GENERAL I,01 SUMMARY � A. Provide precast concrete paving where shown on the Drawings, as specified herein and as needed for a complete and proper ir��allation. � I.02 QUALITY A�SURA�ICE A. Use adequate �urnb�rs of skiEled workm�n who are thorough4y trained and experienced in � the necessary crafts and who are tompletely familiar wit�the specified requiremen�s and the methods neecied for proper perfarmance o�the work of thrs Section. � I.03 DELIVERY, ST�RAGE A,ND HANDLING _ A, Store concrete pavers off ground and rover to protect from elemen#s. � � FAR7 2 PRODUCTS � 2.01 MATERIALS � A. Concr�te pavers: Provide units of the c�im�nsions to match Town of Vail stree�tscape plan. B. Manufacturer. � I. To match Town af Vai) streets�ape plan Color. To match Tawn of Vail street�cape plan. � C. Granular fili/Road base. D. HEat re�lect�ve foil membrane as recommended b� rnechanical contractor. � E. Sand � PART 3 EXECUTION 3.01 SURFACE C�NDITIOI�JS � A. Examine the areas and conditions under which work of this Section will be performed. Correct conditions detrimental to tirnely and proper completeon of the Work. D� not proceed until un5atisf3c�ory conditioc�s are corre�ted. � 3.0� PREPARATIQN FQR LAYIN� at sand set ( pavers} �; A. Prepare soil underlayment--compact structural soil to required capacity per the soils report. Shepherd Resources, Inc.AIA 035 I 6- I Precast Concrete Pavers � Permit Set—03-2�-04 � � � HUGHES RE5IDENCE 0305 � 03516 PRECAST COf�ICRETE PAVERS � � B. _ompact 6 of roadbas�/gravel to required capaaty per�he sods report. C. Radiant heating snow melt systern and heat reflective foil membrane to be located withG�the � leveling bed of sand o� raadbase/gravei . ' 3.03 LEVELIf`.EG BE[� � A. Appiy sand leveling bed to proper thickness. Screed the surface ta produce a bed surface with level, plumb face ready for pavers. Radiant heat pfpes to be located in the sand leveling � bed. 3.Q8 PAVER LAYING (at sand set pa�ers) ,I� A. Use undamaged dean pa�ers only. E_ay in leve{ sand bed in strid accor�ance with the pattem consistent with Town of Vail. W�erever a paver must be cut, use a rnasonry saw. Do not � leave cut ends exposed. B. Joints � I. Fill '/4"joints with sand and tamper pavers in place per manufac�urer's i°c commendations. �. Sweep extess sand away leaving joints f Iled with sand. ;� � END OF SECTIOfJ � � � � � � '� 5hepherd Resources, Inc,AIA �35 I 6- 2 Precast Concrete Pavers � Permit 5et—03-22-04 � � � � HUGHES RESIDENCE 0305 Q425b MECHAE�1fCALLY SUPPORTED STONE VEIVEER � PART ! NERA� GE � I .01 SUMMARY A. Provide methani�ally supported r�asonry veneer where shawn on the Drawings, as specifGed � herein and as needed far a camplete and proper installation. f.02 QUALITY A$SURANCE � A. Use adequate numbers o�skilled workers wha ar�, thoroughly trained and experienced in the nece�sary crafts and who are �ampletely familiar with the specified requirements and the metho�ds n�eded for praper Qerfarmance of the work of this Section. � � PART Z PRQDUCTS 2.0 i EXTERIOR STONE VENEER(see Drawings for locations) � A. Mountain ash, dry-stack with a nominal installed thi�kness of six inches. Veneer is to contain a minirr�um of farty percent brown tone stones. Refer to the Foundat€on Plans and Elevations for � locations. 2.02 OTHER MATERIAL5 � A. Portland cement: ASTI'�'I C f 54, type I or II. B. Sand for mortar: A57M C I 44. � C. Lime: I. Quick lime: ASTM C5. � 2. Hydrated lime: ASTM C207,type S. D. Coloring pigrnent: Use pure ground mineral oxides, non-fading and alkali proof as approved by � the Architect. E. Water: Clean and patable. � F. Anehoring system; Use anchoring system in accardance with I�cal building code. 2,03 MORTARAND GROUT MIXES A. Mortar: Unless otherwise derected by the Arthitect/Engineer, u5e type 5 mortar consisting of: I. One part portland cement. � 2. One-half part lime. 3. Not more than faur and one-half parts sand by volume. �' Shepherd Resources, Inc,AIA 04256 - I Mechanicaily Supparted Stone Veneer � Permit Set- 03-2�-04 � � � HUGHES I�ESIDENCE fl305 � 04256 MECNANICALL'Y SLJPPORTED ST�NE V�lr1EER B. Grou[: Use one art ortland cement ta three arts sand to two arks ea ravel with suffcient � P P P P P g water [o achieve a pourab9e consistenc}�. � PART 3 EXECUTION 3.0� SURFACE COi�JDITlOf�15 � A. Examine the areas an� eonditions �mder which wark of this Section will be performed. Correct � conditions detrimental to timely and proper campletion of the Work. Do not proceed until unsatisfacicry cond�ions are corrected, 3.02 INSTALLATION � A. Coordinate with other trades as required ta assure pr oper and adequate provi5ion in the work of � those trades for interFace with the work of this Section. B. Verify that the ancharing systern is attached in a manner to provide not less than the suppart � � required by lacal 'building cocles. . C. I nstalling: � I. Ir�stall stone, in dry stack pattern, laid flat(very harizQntal coursing), 2, I nstall corner/pillar units per the dimensions on the drawings. 3. Base of veneered walis shall be supported by steel angles or concrete foundations. � 4. Where stone windaw siils exist, siils shall be t�in pie�es of wall ver�eer, placed horizontaliy. 5. Wall and Column Caps; Stone caps using same material 35 stone terrace paver material. 6. Where cavities exist between the veneer uni�s and the ba�king area, fll solidly witF�tf�e specified graut as the work progresses, Completely�overing in and around all ties. � D. Sampl�e: I. Provide a 6' x 6' �ample area at job site for approval by the Owner/Architect. � 3.03 CLEA�II�IG A. During the progress of the work, use all means necessary to prevent staining of the exposed face � by mortar; graut or any ot�er material not scheduled ta be applied. Bo Remove mortar and grout stains as wark progresses. � C. Upon cornpletion of the work of this Section, ciean a�l exposed veneer surfaces. � END OF SECTION � ,� Shepherd Resaurces, Inc.AIA 042�6- 2 Mechanically Supparted Stone Veneer Permit S�t- 03-22-04 � � � � � HUGH�S R�SIDENCE 0305 04450 STONE, MARBLE,Af`JD GRANITE � PART I GENERAL � I,0 I SUMMARY � A. Provide natural Stane, marble, and granite as shown on the Drawings, as spec�ed herein ar�d as needed for a complete and praper�nstallation. � I.02 SUBMI�TA�S A. Samples Submit samples of the proposed stones, �narble, and granite showing darkest and lightest colors and stating the percentage af each to be provided where stone or slab that have not � been specifically 5efecked and put on hold for this pro�ect. Subrnit samples of grout for use �t �tone tile �ocations. � I.03 QUALITY ASSURANCE A. U5e adequate numbers of skilled w�rkmen who are thoroughiy trained and experienced in the � necessary crafts and who are completefy farniliar with the specifed requirements and the methods needed for proper performance a{the wark of this Section. '� PARl�2 PRQDUCTS Z.01 EXTERIOR STONE �, A. Pa�er� I. Locatian: Entry Walk, Entry 7errace, f`Jo�th Terrace, Ski Room teerace, 5tair B, Master � Bedroom Deck, South Deck, and North Deck. 2. Material: C.5.1. Coteaux Veux'Versailles; Graut calor; TBD B Stone wall and c�lumns caps � I . MaterEal: C.S.I. Coteaux Vieux Versailles in 3"thiekness � 2.02 I�`JTERIOf�STORIE : A. Pavers I. Location� Ski Room OQ2, Alcove a05, StairA, Entry 103, Powder 106,Alcove 108, and � Landry 107 2. Mat�ria�: C.S,I. Coteaux Vieux Versailles; ; Grout co4or, TBD � B. Fireplace stone tiles I. Location: Living room freplace 2. Material: TBD �� 3. Hearth f"IateriaL Limestone TBD Z.03 IfJTERIC�R MARBLE : Refer to schedule 0445Q-A�or materia! a�nd location � � Shepherd Resources. Inc.AI/� 04950- E 5tone, Marbfe and Granite Permit Set-03-22-04 � � � HUGHES RESIDENCE 0305 � 04450 STQfJE, MARBLE,AND GFZANITE � 2,04 INTERIUf�GRANITE; Refer to schedule 04450-A for ma�erial and location 205 If�TERIOR LIMSTONE: Ftefer to schedule 0�450-A for�naterial and location � 2,Ob OTHEft MATERIALS �. A. Portlan� cement: ASTM C I 50,type i!. B. Sand: ASTM C I 44. � C. Lime� � I . Quick lirrte: ASTM C5. �.. Hydrated lime: ASTM C207,type S. D, Water. Clean and'potable. � E. Angles, anchors, dowels, and bolts: Use torrosion-resistant metals only. F. Sea{er: Provide a waterbase water repellent sealer. � G, Underlayment at cfluntertops: GMMU. � I-!. Provide other materials not Sp�cifcally described but requEred for a comp4ete and proper installatian as selected by the Contrador subject ta the approval of the Architect. � PART 3 EXECUTION 3.01 SURFACE CONDITIONS � A. E>camine the areas ar�d canditions under which w�rk of this Section wilf be per�ormed. Correct � canditions detrimental to timely and �roper completion of the Work. Da not proceed until unsatisfackory conditions are corrected. 3.Q2 INSTALLATIOf�I: EXTERIOR ANQ INTERIOR PAVERS � A. Thick set(radiant heat pipes to be located in graut bed). � 3.03 If`JSTALLA7IC}N: INTERI�R 5�701�EE, M,ARBLE,AND GRA.NlTE SLABS AND T1tE A. Refer to schedule 04450-A for material and location � 3.04 CLEANING A. U on com letion af installation, �arefull cfean aIP expased surfaces. � P � Y f. 'StoRe: Use a I 0 percent solution of mur3atic atid with fiber brushes and water. 2. Marble: Do not use a�ids, ha�'sh abrasives or wire brushes � Shepherd Reso�rces, Inc_AIA 0445d -2 Stone, Marble arFd Granite � Permit Set- 03-22-04 � � � � HUGHES RESIDENCE 0305 04454 STC7NE, MARBLE, AND GRANITE � � 3.05 Sealing � A. After cleaning the €nterlor stone, install a wa�terbase water repellent sealer per the mar�ufacturer� recommer�dations. B. ,�fiter clear�ing the interior marble and granite install the sealer. � I. 5 I I porous plus or a5 suggested by manufacturer. � 4.00 Supplier A. Supply stone, marble and granite from one 5upplier as much as reasonable to increase quality � control, END OF SECTION � . � � � � � � �- ,� � � Shepherd Resources, Inc.AIA 0�4450- 3 Stone, h'larb4e and Granite Permit S�et-03-22-04 � � � NUGHES RESIDENCE 0305 445a-A STOhlE, MAR�LE, GRANITE and TILE SCHEDULE � 1.01 STONE, MARBLE, GRANITE and SLATE � A. E�terio�Walkways, Stairways, Terraces and Decks: Flaor: (DM) Decorative Materiais, Coteau Uieux, Versailles pattem � Bench: (DM) Cateau Vieux, Slab 3"thick Column Caps: (DM} Coteau Vieux, Slab 3"thick B. S�i Room Oa2: � Floor: (DM� Coteau Vieux, Versailles pattern C. Al�ove 005: Floor: {DM) Cateau Vieux, Versailles pattem � Q. Stair A: Treads & Risers: (DM) Cotea� Vie�x, Slab �. Bath OQ4: � F1aor: (DM) Coteau Vieux, Versailles with k�ranze accent tiles TBD Basebaard: (DM) Coteau Vieux, height to match waod basebaard (see tile drawi�� for details, incfu�iing stone base interface detaif w/ � wood casing) � Countertop: (MU) IVlarble Unlimited Madura Gold slab granite Edge: TBD Backsplasf�: TBD � Tub/Shcawer - Decf�: (MU) Madura Gold slab granite (�dermount tuE�} Tub Face: (MU} 92 x 12 Kashmiere Yellow tile granite with branze � accent tiies TgD Vl/alls: (MU) 12 x 12 Kashmiere Yeflow tile geanite with bronze accent#iles TBD � Ceiling: (IVIU) 12 x 12 Kashmiere Yellow tile granite (see #ile drawings far lay-out) F. Batf� ��6: � Floor: (Dhll) Coteau Vieux, Versailles with bronze accent tiles TBD '8aseboard: (DM) Cateau Vieux, height to match woad baseboard �see tile drawing for details, including stons base interface detail wl � woocf casing) Countertop: (MU) Madura Gold slab granite Edge: TBD � Backs�lash: TBD TublShower- Deck: (MU) Madura Gold slab granite (uderrnaunt tub) � Tub Face: (MU) 12 x 12 I�ashrniere Ye11ow tile granite with bronze accent tiles TBD Wails: �MIJ) 12 x fi 2 Kashmiere Yellaw tile granite with bronze � accen# tiles TBD Ceiling: (MU) 12 x 12 Kashmiere Yellaw tile granite (see tile drawings fvr lay-out) G. Bath 0'I 1: � Floor; (�M) Coteau Vieux, Versailfes with bronze accent tiles TBD �" Basebaard: (DM) Coteau Vieux, height to match waod baseboard � 4450-A - 1 STONE, MARBLE, GRAFJITE and TILE SCHEDULE � � � � HUGHES RESIDENCE 0305 � 4450-A STONE, MARSLE, GRAN�TE and TILE SCHEDULE (see tile drawing far details, including stone base interFace detaEl w/ � wood casing) Countertop: (MU) Madura Gold slab granite � Edge: TBD BackspCash: T�D TublShower - Decfc: (Ml�) Madura Gald slab granite � (udermounk tub) Tub �aGe: (MU) 12 x 12 Kashmiere Y�Ilow tile granite with bronze acc�nt tiles TBa � Walls: (MU) 12 x 12 Kashmiere YeHow tile g�anite with bronz�e accent tiles TBD Ceiling: (MU) 12 x 12 Kashmiere Yellow tile granite (see tile drawings for lay-ou#) � H. Entry 108: Floor. (DM) Coteau Vieux, Versailles pattem � Bench: �DM) Coteau Vieux, Slab 3"thick I. Pawder Raom 106: Floor. (DM} Coteau Vieux, Versailles pattern Countertap: (MU) Beaumannier Limestone Slab � Edge: TBD (complex) Back Splash: see buift-in�pkg. far details J. Alcove 108: � Floor: (DM) Goteau Vieux, Versailles pattern K. Bath 105:: Floar: (DM} Coteau Uieux, Versailles with bronze accent tiles T8D � Baseboard: (DM) Cate�u Vieux, height to match wood baseboard (see tile drawing for details including stone base interface detail w/ wood casing) � Countertop: �MU) Marble Unlirnited Madura Gold slab granite Ecige: TBD Backs�1ash: TBD � TublShower - Deck: (MU} Madura Gold slab granite (udermount tub) Tub Face: (MU} 12 x 12 Kashmiere Yeflow tile granite with bronze � accent tiles T8D ' Walls: (MU) 12 x 12 Kashmiere Yellow tile granite with bror�ze accent tiles TQD � Ceiling: (MU} �2 x 12 Kashmiere Yellow tile granite (see #ile drawings for lay-out) L. Master Bathroam 113: Floor. (DM� 12 x 12 Hlila Limestone with bronze accent tiles and �, onyx mosaics TBd Baseboard: (RM) � 12 x 12 Hlila Limestone �eight to match wood � baseboard (see drawings for details, including st�ne base interface dekail w/ wood casing) Count�rtops: (DM} Hlila Limestone slab Edge: TBD {complex} �� 4450-A - 2 STONE, MARBLE, GRANITE and TfLE SCHEDULE � � � HUGHES RESIaENCE 0305 4450-A STONE, MARBLE, GRANITE and �1LE SCHEDUL� � Tub Deck: {DM) Hlila Limestone slab �see tile drawin�s for lay-out) � � M. Master Shower 115: � Flaor: (DM) 12 x 12 Hlifa Lir�estone with bronze accer�t tiles Walls: (DM} 12 x 12 Hlila Limestone with bronze acGent tiles and � onyx mosaics TBD Ceiling: (DM) 12 x 12 H1il� Limeston� Seat: (DM) Hlila Limestone slab Sheff: (DM) H{ila �imestone slab � (see kile drawings for lay-out) �1. Master Water Closet 114: Floor: (DM) 12 x 12 HI�la Limestane with bro�ze accent tiles and � onyx mosaics TBD Baseboard: (DM) ) 12 x 12 Hlila Limestone height to match wood �iaseboard (see drawings for details, including stone base interface � detajl w! waad casing) �. Kitchen 203: Countertop: Granite Slab TBD � Back Splash: Granite Slat�TB� Edge: 76D (compfex) P. Wet Bar: � Cauntertop: Granite Sla� TBD Edge: TBD (complex) Q. Great Room 20�: � Fireplace: Limestone TBD i � 1.02 SUPPLCER A. Decorative Materials 595 South Broadway Suite 121 E De�ver, GO 80209 � T- 303-722-1333, F- 303-722-0519 Cor�tact: Monica �ledler B. Marble Unk�rnited 2155 W. Bates Ave. Englewood, CO 80110 ,� T- 303-783-8834, F- 303- Contact: Dave 1. All slabs to be selecte�i by owner/designer. � 2. Stone: to be supplied by subcontractor or approvecf alternate � 4450-A - 3 STONE, MARBLE, GRANITE and TILE SCHEDULE � � � � � HUGH�S �SIQENCE fl3(}5 45120 STRUCTURAL STEEL � , PA�tT I GENERAL — Use this section in cQnjunction with the Structural General Notes. � 1,01 SUMMARY � A. Pravid�e structural steel as 5hawn an the drawings, as specified herein and as needed for a cornplete and proper installatior�. � 1.�2 SUBMITTALS � A. Camplete Shop Drawings showing all members, praposed cuts, conn�ctions, camber, holes an� similar data. � �.03 QUALITY ASSURP,NCE A. Use adequate numbers of skilled workmen who�re thoroughly trained and experienced in the �. necessary crafts and who are campletely familiar with the specified requirements and the methods rieedet{for proper performance of the work of this Section. � B. Perform welding with electric arc protess and in aceor`danCe with AW5"Code for Arc and Gas Welding in $uilding�onstruction." � C. In addition ta complping with pe�tinent codes and regulation5, comply with: I. AISC'°Spec�cations far Design, Fabrication, and Erection of 5#rudural Steel for Buildings°; 2. AISC°Cdde of Standard Practice"; � 3. AI SC"Specificat�on for Structural Joir�ts lJsing ASTM A325 or A490 Bolts." � I.44 DELNERY, STORAGE AND HANDLfNG A. Delivery and storage: � I. Deliver materials to the job site praperly marked to ider�tify the location for whi�h they are intended. 2. Use rr�arkings corresponding to markings shown an the approved Shop Drawings. � 3. Store in a manner to maintain �den��catian and to prevent damage, aff the ground, using pallets or other supports, and ta perm�t easy access for in�pettio�. � PART 2 PR�DUCTS 2.01 �'IA�ERIALS � A. Rolled st�el plates. Rolled steel channels, bars ancf other shaqes as noted on the �rawings; ASTM ,� A3 6. � Shepherd Resources, Inc.AlA 05 I�0- I Structural Steel Permit S�t-Q3-22-04 � � � HUGHES RES4DENCE a3�� 05120 STRU�TURA�L STEEL � � B. Stee4 pipe: ASTM A53, grade B. �ubes� ASTI"i AS00 � C, Bolts, nuts, washers: ASTM P325, with square or hexagonal heads as selecte� by the ContracE�r. D. High strength bolts: ASTf"1 A3�5. � E. Arc we�c�ing electrodes: ASTM A233, series as required for to�ditions of intended use�. I red oxide. � F. Pnmer. SSPC 15, type , G. Anch�r bolts: ASTM A3Q7. � 2.02 FABRICATION � A. Fabricate items of structural steel in a��ordance wit�AlSC Specificat�ons. B. Where finishing is required, complete the assernbly, including welding of units, before start af � � �inishing. C. Provide finish surfaces af inembers exposed �n the final strudure free from burrs, markings and ;� other defects. D. ,t�ssemble and weld built-up s��fiions by methods which will produce true alignment of axes � without warp. E. ao not flame cut ar enlarge holes by buming. � 2.03 SHQP PAINY1NG � A. Thoroughly clean structural steel, removing all loos� mill scale, grease, dirt and other foreign matter by sera��ng or sandblasting. � B. Apply the speci(�ed paint t�a dry fi1r� thickness of nat less than i.5 mifs. Qn all non-exposed steel. � C. Do not paint: I. �ontact surfaces af high strength bolt2d members; 2. Steel channels schedufed to be exposed on the decks of the residence. � 3. Steel plate,WT, ar,d bar stock scheduletl to be exposed part of the gvardrail on the decks of the residen�e. � � Shepherd Resources, fnc.AIA 05120- 2 Structural Sieel � Permit Set- 03-22-04 � � � � HUGHES RESiD�NCE 0305 05120 STRUCTURAL STEEL � �.Q4 C7THER MATERIALS � A. Provide ather materials not specifical9y described but required for a �omplete and proper instal€ation�s selected by th� Contractor subject to the approval of the Archited/Engineer. � �'ART 3 EXECUTION ,� 3.oi suR�� co�vQiTior�s � A. Examine t�e areas and conditions under which work oF this Section wil! be perFormed. Correct conditions detrirnental to tiTnely and proper completion of the Work. Do nat proceed until unsatisfactary canditions are corrected. � 3.0� PREPA�A710N ,� A. Establish permanent benchmarks necessary for accurate erection of the steel. � B. Chetk elevations of cancrete surfaces and Eocatians of anchor bolts and similar items befnre erectian proceeds. � 3.03 FIEL�ASSEMBLY A. Allow for erection loads. Provide temporary shoring and bracing members with �onnections of � su�icient strength ta bear imposed loads. B. Feld weld components indicated on the Shop Drawings. � C. After erection, prime welds af�er they �ave been inspected. � Q. Grout under baseplates. E. Do not field cut or aiter strvctural members without approval of the Archite�t/Engineer. � � END OF SECTION � � � Shepherr� Resources, Inc. AIA 05124 - 3 Structural Steel Permit Set- 03-22-04 � � � HU�HES RESIDENCE 0305 09 I 10 METAL STUQ S'STEM � PART I G E N E RAL � I.01 SUMMARY � A. Provide rneta� studs and accessories as shown on the Drawings, as specified �erein and as needed for a complete and proper installation. � I.02 QUALITY ASSU�P,NC� A. Use adequate numbers of skilled workmen who are thoraughly trained ar�d experienced in � the ne�essary c�-afts and who are cdmpletely familiar with the sp�cifed requirernents and the methods needed for proper performance of the work of this Section. � B. In addition to complying wit� applicable codes and regu�ations, comply with recomm�ndations cantained in °Speci�cations for Metal Lathing and Furring" published by the � Nletal Lath/Stee� Framing Association. PART 2 PRODl�CTS �' 2,0 I METAL STUDS AND ACC�SSO�RIES � A. Manufacturers: T8D Product: I 5/8" metal studs � Product: 2 '/z" metal studs Praduct: 6" metal studs Product: RC eF�annels � B. All s#uds,jaists and accessaries shall be of the type, size, gage ar�d spacing shown on the Drawings. S�uds, runners, bracing and bridging shall be manufactured in accordan�e with ASTM C-955. � C. All galvanized studs, joists and accessaries shal� have a minimum G-60 coatin�. sories to include but�ot limite�d#o,tracks, cli s, anchor5,fastening devices, sound � D. Acces , P attenuation pen�i! rads and resElient clips and other accessories needed for a compl�te a.nd �rop�er ir�stallation. � PART 3 EXECUTION � 3.01 SURFACE CC�NDITI�dNS A. Examine the areas and conditions under which work of this Section will be performed. � 5hepherd Resources, Inc.AlA 09 I l Q-I Metal Stud System � Permi�Set- 03-22-04 � � � � �u�H�s �ES�D�r�c� o�o.� � �91 10 METAL 57UD SYSTEM � Correct conditions detrimental to ti�nely and proper tompletion of the Work. Do not proceed until unsatisfactory conditions are corrected. � � 3.02 INSTALLATIQN A. Accurately lay out partition and wall kines from the dimensiflns shown on the Drawings. � B. Install metal studs and accessorres in accordan�e with the manufatturer's instructions. C. Space the studs as required for e�mpliance with appfica�i�e regulations, to give proper suAPort � for the cavering materia4 and as indicated on the �rawings. _ D. Coordinate and provide required backing ar�d other support for items to t�e mounted on the � finished cavering. � END OF SECTlON �, � � f � � � � � Shepherd Resources, In�.AIA 091 10-2 Me#al Stud System Permit Set- Q3-22-04 � � � �� HUGHES F�SIDENCE 0305 � 05720 DECC>RATIVE METf�L P T I G f�IERA,L �' AR E I.01 SUMMARY � A. Provide decorative metal where shawn on the Drawings, as spe��ied herein and with all accessories as needed for a complete and proper instaflation. � I.Q2 WORK COM�LETEd IJNDER OTHEF�SECTI�NS A. Capper flashings � B. Copper gutters, collection b�xes, Downspouts, Downspaut brackets and aceessories. � C. Co�per glass stops at entry door. 1.03 QUALITYASSURANC� � D. Use adequate numbers of skilled workers who are thoroughly trained and experaenced in the � netessary crafts and who are completely famifiar with the specified requirements and the methods needed for proper perfarmance cf the work of this Section. B. Su�mit shop drawings�or t�e review oithe Owr�erlArch�tect. � �. Furnish a sample of adequate size ta demanstrate the intent af the design and fGnish for all decorative � metal. i.Oti STRUCTURALREQUIREMENTS � A. Decorative metal assemblies and attachments shall be capable of w�thstanding the required loads and must meet the International Residential Code requirements. � I.05 �7ELIVERY STORAGE AND HANDLING A. Deliver the materials to the job site in good tondition and proper[y protected against damage to , finished surfaces. B. Store material in a location and in a rnanner to avoid darraage. � C. Stare material in a clean,dry locatior�away from uncured concrete and masonry. D. Keep handling on site to a minimum. �xercise particular care to avoid damaged finishes of material. � � � Shepherd Resaurces, Inc.AIA 05720- I Decorative Metal Perr�it Set- 03-22-04 � � • � � HUGHES RESID�EN�E p3p5 05720 DECORATIVF METAL � PART 2 PR�DUC7S � �..�I DECORATIVE f"IETAL � A. Chimney cap to be conskructed per Elevations and Details Manual. B. Steel guardrails at narth and south de�cks � C. Meta6 handra�l, bra�kets, and pickets at stair A;Juli�s Blume 444 I, 305, and TBD D. Metal handra'�I an�i brackets ai e>cterior stair B;Julius Bfume 4441, 3�5 � E. Woven capper lattice at uard rail of sauth deck g � F. Woven eopper lattice at top of stone guard/site walls, steel frames and supports. G. Woaen copper lattice at twa lower panels of entrance door asserr�bly windows. � � 2.03 MATERIALSAND FINfSHES � A. Metal 7rim—TBD. Sample5 to be apprt�ved by Owner/Archi�ect. � B. Woven Copp�r PaneEs�Pre-patina}. Samp6es to be approved by Owner/At'chitect, C. Steel Guardrails, s�eel frames, and supports are to be natural steel color, shape edges and burrs ta � be removed, weld to be dean and ground smooth,fnish at all joints, or ground sections to be retuned to a naturaf gray finish appearance. Samples to 6e appro�ed by Owner/Architect. � 2,04 FASTENINGS A. All mechanical fasteners used in the assembly shall be of�metal that is campatible with copper. � �.05 FABRICATION � A, Clased expo�ed ends by use of apprapnate end cap. P,4RT 3 EXECUTIC�f�! � 3.01 SURFACE CQN P D TI�NS � A. 6camine the areas under which t�e work of t�is Section will be perforrned. Carrect condi�ions detrimental to timely and proper completion of the Work. [�o not proceed until unsatisFactory condit�ons are correc#ed. � Shepherd Resources, lnc. AIA 05720 - 2 De�orative Metal � Perm�t Set- 03-22-C}4 � � � HUGHES RESIDEIVC� 0305 � 05720 DEC�RATIVE META� � 3.02 C�1551MILAR METALS � A. When dissimilar�omponents come into conta�t with di5similar metals, surfaces shall be kept frorr� d�red contact by painting the dissimilar metal with a heavy�coat of primer paint. � 3.03 INSTALLATION A. Install all components in accordance with shop drawings. � B. Erect work square and level anc�f�ee from distortion or defects detrimental to appearance or � performance. Welds shall be free af porosity and we4d splatter. C. F�cpansion jaints shall be pravided ta aflow for therrr�al expansion and contradion. � 3.04 CLEANIRJG A. As instaflatian is eompleted,wash thoroughly using�lean water and soap;�rinse with clean water. � B. Do not use acid solution, steel wool or other abrasives. � C, If�tain rem��ns after washing, remove finish and restore in ac�ordance with €VAAMI"1 I"letal F�nishes Manual. � 3.05 REPAIR QF DEFECT3VE WfJRK A. R�move sta9ned or otherwise defective work and replace with materiaf that meets spec�c�tion ,� requirernents. � END OF SECTION � � � � � Shepherd Resources, Inc.AIA 057�d- 3 Decorative �'letal Permit Se#- C13-22-04 � � � � � HUGHE5I�ESIDENC� 0305 Ob f 00 ROUG1-I CARPEN��Y � PART I GENER.f�,L— Use this se�tion in conjunction with the S�ructural General Notes. Strudural Genera� � Notes�ake precedence over this seetion. A. At various lo�ations in the drawings wood tirr�bers,trim, and etc, are labeled with inch marks (f.E. � 6"x I 2" rafter tails). In these instances,the inch marks indicate that the actual si�e of the finished�nstalled wood elernent be equal to the size indicated with t�e inch rr�arks. This may require that the��ntractor orde�r material larger than specified so that the finaf product is the � ciesired size. Otherwise, if wood is labeled witi�out inch marks (�,E, 2x6 stud)then it is understood that these are nominal sizes and that actual sizes wil! be di�ferent B. Interior timber beams are to be mill finish with a minimum for distress appearance and�onnected � with concealed fas�eners, All bolts holes that are visible to be counter-sunk, plugged and flled in with square plugs turned at 45 degrees. All thru bofts to be precfrilled and plugged. Plugs ta be no larger thar� I '/�" in diameter. See Detail Manual. Species of tirj-�t�ers to be Qouglas Fir Larch, � I.01 SUMMARY � A. Provide wo�cf, nails, bolts, screw5,frarrEing anchors and at�e�items and perform rough carpentry � for the construction shown on the Drawings, as specifed herein a�d as ne�eded for a complete and proper installation. � I.02 QUALI7Y ASSURAfVCE � A. Use adec�uate numbers o#skilled workers who are thoraughly trained and experieneed in the necessary crafts and who are completely familiar with the specified requirements and the method� needed for proper performance of the work otthis Section. � B. Codes and standards: I. In addition ta complying with the per�inent cndes and regulatians of governmental ageneies � having jurisdiction, camply with: a. Western Wood Products Association "Produd U5e Manual'"; b. Arnerican Plywaod,4ssoeiation "Plywood Specification and Grade G�ide." � I.03 DELIVERY STORAGE AND HAND�ING A. Protectio�: � I. Qeliver the rnaterials to the job site and store, in a safe ar�ea, aut af the way of traffic, and shored up off the ground surFace. �. Identify�raming lumber as to grades, and store each grade separately from other grades. � 3. Protect metals with adequate waterproof outer wrapping. 4. Use extreme care in off loading af lumber to prevent damage, spii�king and breaking of materials. � � Shepherd Resources, Inc. AIA CJ6100 - I Rough Carpent rY Permit Set- 03-22-04 � � � � HU�HES RESIDEhJCE 0305 �6 i 00 ROUGH CARPENTRY � PART Z PRODUCTS � 2,01 LUMBER MA�ERIALS � A. Use lumber, 545, S-Dry unless otherwise indicated, grade marked �omplying with the following requirements: � I. Tirnbers: All timber5 including ridges, beam, purlins, and calumns to be rectangular timbers. 5ee Drawings for locations and sizes. No visible connedions. Concealed straps and faster�ers. Species: 5tanding Dead Douglas Fir with mill finish surface te�ure with a minimum far � dist�-ess, checking and cracked appearance. Mois#ure content: less than I 0%o. 2. Miscellaneous Exteri�r Woad Trim/Fascia� Species: Standing Dead Douglas Fir, surFace texture to be mill finish, in various sizes as defined on the drawings. Moisture content: less � than 10%. 3. Structural Wood Framing: Studding{�-4 inches wide, I d feet or shc�rter): "'Stud" or�la. 3 Structural Lig�,t Framing grade, any�pecies graded under WWPA, SPIB ar NLGA rules. � 4. Non-5truc�tural Light Frarn�ng: Standard grade ar better. No utility�rade. 5. Concealed baards: Standard grade, any species graded under�l�MIPA rUles ar No. 3 grade southern pine graded under SPIB rules. � b. Silk �oards: Pressure treated. • 7. Strut#�ral light framing: No. 2 or better. 8. Lumber far mist. uses: Unless otherwise indicated, use standard grade lumber for support of � other worle, including bucks, naEler, blacking,furring, grounds, stripping and similar members. 2.02 SHEATHING MATERIALS � A. Sheathing: Us�APA rated plywood, P5-I or APA PRP-I 08,with waterproof binder. B. Sub�looring: APA rated plywood sheathing. � C. Roof sheathing: APA rated plywood. D. Underla ment: � Y I. APA rated underlayment: plywood, oriented strand board or waferboard with waterproaf binder. � 2. Oriented strand board or waferboard with waterpraof binder. 2.03 MANUFACTURED LUMBER— Per Struckural General Notes and other se�tior�s ofthis Project � Manua4, 2.04 A�CESSflRIES � A. Canceal�ed fasteners Ga�vani�ed steel for extenar, high humidity, and treated waod lacations. Plain fi�nish elsewhere. B. Concealed joist hangers: Galvanized steel, sized tca suit framing. Shepherd Resaurces, Inc. AIA 06100 - 2 Rough Carpentry � Permit Set-03-22-04 � � � � � HUGHES RESIDEf'�ICE 0345 06 I a0 ROUGH CAE�PENTRY � � C. Anchors I, I-Ic�llow masdnry: Toggle bolt 2. Solid masonry or concrete: Expansion shield and lag bolt. � 3. Steel: Bolt or ballistic fastener. D. Si11 gasket an top of foundat�on walL Glass fiber strip, width equal to plat�e dimension. � E. Sill flashing. Galvan'ized steel or alu�rninum when not exposed, copper when exposed. � F. Thermal and Air Infiltration Barrier: No. I 5 asphait feft or spun bonded polyethylene. 2,06 WQpD TREATMENT � A, Wood preservative, pressure treatment: AWPA Treatment C, using waterbome preservative with 0,25 percer�t retainage, rated for specific use. � B. Wood preservative, surfaee appGcation: Type and tolor as spe�ified by the Architect or a �uggested by man�acturer using waterbase preservati�e. � 2.Q7 OTHER MATERIALS A. Pro�ide other materials not specifcaliy described but required for a cornplete and proper � installation as selected by the�ontr�ctar sub�ect to the approvaf af the flwner/Architect. � P�R7 3 EXECUTION 3.01 SURFACE CONDETICaNS � A. �xamine the areas and cond�tians under w�ich work of this Sectron wilG be p�rfarmed. Correct conditions detrimental to timely and proper cornpletion of the Work. Do not proceed unt�l � unsatisfactory eonditior�s are carre�ed. 3.02 WQRKMARI5HIP � A. Install rough carpentry work to comply with the "Manual of House Framing" by the I'Jational Forest Produets Association and with recommendatlons of the American Plywood Associatian. � B. Produce joints wh�ch are tight,true and well nailed, witF� members assembled in ac�ordance with the Drawings and with app�icable codes and regulation�. � 3.03 FRAMINC; A. Do not shim any framing component. �!� Shephe�-d Resources, Inc, AIA 06 I00 - 3 Ro� h Car n g Pe tr�' Permit Set-43-Z2-04 � � � � HUGHES RESiDENCE 0305 06100 ROUGH CARPENTRY � � B. Frame double jflis# headers at flaor and ceiling open'ings. Frarr�P ngidiy into joists. Frame dQUble jaists under wall studding. �. C. Curb a!I roof openings except where curbs are provided. Construd curbs per detail. D. Install blacking as requlred to support items af finish and to cUt off draft openings, both vertical and � horizontal, between ceiling and f�oor areas. E. �n framing members to recei�e a f nished surface, align the finisF� substrate to vary not mare than � I/8 inch from the plane of surfaces of adjacent furring and framing mem�ers. 3.04 IE`JSTALLA710N �F SHEATHIItiIG � A. Placement: Place sheathing with fa�e grain perpendicular to supports and continuously over at � feast two supports. Center jaints accurately over supporks. B. Protect sheathing frorn moisture by use of waterpraaf covering untGl the sheathing has been � � covered by the next component. C. Place Thermal and Air 1 nfiltration Barrier over wall sheathing, weather lap joints and end laps, � staple in place. END (�F SECTI�N � � � � � � � 5hepherd Resources, Inc. AIA 06 I 00 -4 Rough Carpentry � Permit Set- 03-22-04 � � � � HUGHES ftESIDENCE 0305 � 06181 GLUE-lAMlf`�l I-TS ATED STRl1CTURAL UfV � PART I GENER�L— Use this section in con unctian with the S[ructural General Notes. 1 � I.01 SUMMARY A. Provide glue laminated beams and colurnns as shown on the Drawings, as specified herein a�d �s � ne�eded for a complete and proper installation. I.02 DE51G�`J RE�UIREM�NTS—Re: Structural Genera! Notes. � I,03 QUALITY ASSURANCE � A. Use adequate numbers of skilled workers wha are thoroughfy trained and experienced in the necessary crafts and who are completely familiar with the specified rec�uirements and the methods needed far proper performance of the work af this Section. � B. Glue-lamin�ted members to�omply with AN51/AVTC A I 40, � 1.04 DELNERY, ST�RAGE AND HANDLING A. Deliver the units to the job site with adequate wrapping to prevent any damage from moisture. � Maintain wrapping in proper condition unti�work has proteeded to t{�e paint where the units are no langer subject to moisture damage. � PART 2 PRODl�CTS � Z.fJI GLUE-LAMINATED BEAMS — Re� Structurai General f`�lotes. 2.02 OTHER COMPONEfJTS � A. Steel connecfions, bearing plates and brackets: ASTM/�36,galvanized steel or painted steef as noted on the Draw�ngs. � B. Hardware: ASTM A�25, strudural quality steel. C. Anchor bolts: ASTM A325 steel, � D. Adhesive: ASTM 'D�559. � 2.D3 OTHER MATERIALS A. Provide other materials not spe�ifically described but required for a complete and proper � installation as select�d by the�ontractor subject to the appraval of the Architect/�ngineer. PART 3 EXECUTION � Shepherd Resources, Inc.AIA 06 I 8 I - I Gfue-Laminated Structural Units Permit Set- 03-22-Q4 � � • � HUGHES RESIDENCE 0305 06181 GLUE-LAMINATED STRUCTURAL UI�11T5 � � 3.�J I SURFACE CQNDITIaNS A. Examine the areas and tonditions under whic�i work of th�s 5ection will be perFormed, Correct � conditions detrimer�tal to tirnely and praper completian of the Wark. Do not proceed u�til unsatisfactory conditlons are corrected. � 3.02 I NSTALLATIO{V A. Set structural members level and pfumb, in corrett positions. � B. Provide temporary bra�ing and anchorage to halci members in piace until permanently secured, � C. Fit members together accurately without any �unautharized modif�catians. � EI`JD �F SECTION � � � � � � � � � Shepherd Resources, Inc.AEA 06 I 8 k - 2 Gfue-Larninated 5tructural Units � Permit Set- 03-Z2-04 � � � � � HU�HES fZESID�ENCE fl305 Ob 195 PREFABRIC��,TED WOOD BEAMS AND JOISTS � � PART I GENERAL— Use this sec�ipn in cc�njuncrtion with the Structural General f�ote5. � I .01 SUMMARY A. Provide prefabricated waad beams and joists as shown on the Drzwings, as spec+fed herein and � as needed for a complete and proper installation. i.02 DESIGN REQUIREMENTS— Per 5tructurai �lates. � I.03 QUALITI'ASSUF�ANCE � A. Use adequate numbers of skilled wo�kers who are thoroughiy trained and experienced i�the necessary crafts anci whQ are completely familiar,,�vith the specifed requirernents and the methods needed for proper�erformance of the work of this Sedion. � B. Joist design to be under the direct super�ision af a professional structural engineer exp�erienced in design of this Work and licensed in the state where the praject is fo�afed. � 1.04 DELIVERY, STQ�AGE AND HAf`JDLiNG � A. DeEiver the materials to th�e job site in bundles banded together for handling and shipping. � PART 2 PRC>DUCTS 2.01 LAMINATED VENEER LUMBER BEfiMS('LVL BEAMS)— Per Structural 14.lotes. � 2.02 OTHER MATERIALS � A. Provide other materials nc�t specr�ttally described but required for a complete and proper installation as selected by the Contractor subj�ct to the approval af the Architect/Engineer, � PART 3 EXECUTION 3.01 SU�FACE CONDITIC7NS � A. Examine the areas and conditions under whieh work af this Section will be per�ormed. Correct conditior+s detrimental to timely�nd pr�per�ompletion of the Work. Do r�ot proceed until � unsatisfactory conditions are corrected. 3.C}2 ENSTALLATIC7N � A. Coordinate as rec�uired witf�other trades ta assure proper and adequate provision in the work af those trades for interface with the work of this Section. � Shepherd Resourc�s, Inc.AIA 06195 - � Prefabr�cated Wood Beams and Joists Permit Set- 03-2�-04 � � � � HUGF-iES RESIDEN�E 0305 06195 PREFABRICATED WOCaa 8�AM5 ANQ Q15T5 � ) � B. Erect bracing and brFdging as required to maintain the units straight and piumb. C, Assure adequate lateral support until the sheathing material has been appFied. � END OF SECTIORI � � � � � � � � � , � � � Shepherd Resaurces, Inc.AlA Qb I 95 - 2 Prefabricated Wood Beams and Joi�ts � Perm�t Set- 03-22-04 � � � � ' Hu�HES �s�o�r�eE a�a� 06200 FiNISH CARPE(�1TRY � PART I GENEF�,AL � I.01 SLJMMARY � A. Provide wood, nails, screws and other items, and perform f nish carper�try for the con�truction shown on the Drawings, as spetifed herein and as needed for a�omplete and proper instalRation. I.�2 �UALITY ASSURANCE � A. Use adequate numbers of skilled workers who are th�oroughly trained and experienced ir�the r�e�essary crafts and wF�o are completely familiar with the specified requirerrents and the me�hads � needed far proper perforrnance of the work of this Section. B. Perforn-� work in accordance with Architedural Woodwork Institute Q�ality 5tar�dards. � C. A pre-mzeting with the Architect is required to di�cuss general design pararneters, specifc concerns based on the Architect's previous experience and general questions fram the � subcontractpr. [.03 REGULATQRY REQUlREMEI'�1TS � A. Camply with local cade requirements for fire-resistive construction. � PART 2 PR�DUCTS � 2.01 LUMBER MATE�IALS A, interiar � I. AWI Grade: #I Common ar better. Small knots tfl clear material 2. Moisture content: 6 percent or less. 3. Species rrft cut white oa{c 4. Texture: SrnootE� �� Type af finish: Controller, Stain, San�ing Sea9er&Water Base Finish,. � 2.0� SHEET MATERIALS A. Prefinished plywoad: I. Species; White Oak. � 2. Type of face ueneer cut: 3/�" Plywood, 3. Manufacturer: As required. � 2.03 OTHER MATERIALS A. Provide other materi��s n�t specifically described but required for a complete and proper � She herd Resources Inc.AIA p , 06200- i Firaish Carpentry � Permit Set- 03-22-04 � � � HUGHES RESIDENCE 0305 � 0620o riNISH CARPEf�JTRY installation as selected b the Contractor sub ect to the a raval di th� Own�r/A,rch'iiect, � Y 1 PP PART 3 EX�CUTI�N � 3.01 SURFACE C�NQITI4N5 � A. Examine ihe areas and conditio�+s unt9er which wark af this Sectian will be perFormed. Corre[t conditions detrir�-ientaf to timely and proper compietion of the Work, Do not proceed until � unsatisfactory coraditions are corrected. 3.02 WORKMANSHIP � A. Produ�e joints t�at are true, tight and we!]fastened with all members assembled in accordance with the Drawing5 and as directed by the C7wner/Architect. � 8. Make joints to conceal shrinkage. I. Joints on the e�erior of the building: � a. At outside�corners use butt joints unless noted otherwrse in the drawings. b. At inside corners use butt joints unless noted otherwise in the d�awings. 2. Joints on t�e inte��or af the house: � a. At outside corners use mite�joints. b. At inside corners use miter}oi�ts. c. At end-to-end jaints use miter or scar�jofnts. � d. No end-grain is to be expcsed at any joints. C. Install trim u5ing pieces as 4ong as �ossible. D. Fastening: I. In�tall items straight,true, level, plum6 and firmly anchored in place. � 2. Nail trim with finish nails of proper dimensio�tQ hold the mernberfirmly in place without splitting the wood. 3. f`�ail exterior trim with galvanized nails, making joints to�x�lude water. � 4. �n interior e�p�sed work, set r�ails for putty. 5. Sofft and 2x6 structural dec�Cing— Blind nail. E. All ends of wood wall caps(on top of low walks}shall be rniter-returned to predude exposed end � grain. 3.03 FINISHiN� � A. Sand fini5hed woo� surfaces thoroughly a5 required to produce a uniformiy smoath surface except do not sand smoath surfates�alled aut t�be hand planed. � �. Acceptable f nish: Na sandpaper mark, hammer mark, ar other imperfection. She herd Resourtes Inc.A!A 06200- 2 Finish Carpentry � P � Permit Set- 03-22-44 � � � � � HUGHES RESIDENCE 0305 0620Q FINlSH CARPENTRY � C Reference Section 9900 of the Project i"lanuai for the requirement that all sides of aCl exterior � woodwork are to be prestained, indudi�g al! cuts during assembly. 3.�4 �LEANING � A. At the encE of ea�h working day, and mare often if necessary,thoroughly sweep surFaces where refuse fror� this par[ion of the Work has settled. � B. At the campletion of the worfc of this Section,tYioroughly broorn clean all surfaces. � END QF SECTEON � � . � � �' � � � � � � S�epherd Resourc�s, Inc.AIA ObZ00 - 3 �ir�ish Car er�t P �' � I'ermit Set- 03-22-04 F-kIJGHES RESIDENC� � 0305 � 6415-A CABINET HARQWARE SGHEDULE '� 1.01 CABINET HARDWARE � A. Cabinetry Haedware: TBD � 1.C}2 SUPPLIER � A. � � � , � � � � � � � � � � � 6415-A-1 CA�l��T HARDWARE SCHEDULE � � � � HUGH�S RESID�NCE Q�pS � Ob415 PREFkN�SHED CABIf�JETSAND [3UILT-IN5 � PART I GENERAL I .OI SUMMARY � A. Provide refinished cabinets& built-ins as shown on the Drawin s, as s ecified herein and as P g p � needed for a complete and proper insta{lation. B. Reuse existing k�/cabinets as indicated on the Drawings. � I .02 QUALITY ASSURA�JCE A, Use adequate numbers of skilled workers who are tharoughiy trained and experienced in the � necessary crafts and who are comple#ely famlliar with the specified requirements and the meth�ds needed for proper perfCrmance of the work af this Section, ' PART 2 PRODUCTS 2.O I SKI ROOM �02: ski lockers with shelves((5) interiar, (()�xterior}, 2 wall�abinets, coat pegs and free standing bench, L,�UNDRY I 07: wall cabinets, washer and dryer trim and counter � A. Supplier: Woden Woods � B. Style: Full overtlay, 5-piece doars and 5-piece drawers, slab drawer fronts on drawers less than �" tall. C. Material: Whlte C�ak, rift cut, 7Q °/o select or better a�nd �4% #I common with minimal knats � D. Color/Finish: To match sample at Shepherd Resources E. Interior: Melamine and Melamine shelves, �olor: TBD F. Hinges, Euro-hinge, hinge finisf�: TBD � G. Drawer Glides: Under mount, Full extension H. Counter top: T�D I. Hardware: TBD � �.02 BEDROOM 003, BEDROQM 104� built-in dresser/desk and dresser � A. Supplier: Woden Woods B�. Style: Full overlay, 5-piece doors and 5-�iece drawer5, 51ab drawer fronts on drawers Eess than 7" tall. � C. Materiai: White Oak, rifit cut, 70°lo se1e�ct or better and 30% #I common witE� m�nima4 knots D, �olor/�FiniSh: To match sample at Shepherd Resources E. Interior: Melam4ne and Melamine shelves, cofor; TBD � F, Hinges� Euro-hinge, hinge fini5h: TBD G. prawer Glides: Under mount, Full e7ctensiar� H. Counter top: Wood, 5peaes I�BD, cou�ter top fir�ish TBD I, Hardware: TBa � � 5hepherd Resources, Inc. AIA 064!5 - I Cabinets and Built-�ns Permit Set- 03-2�-Q4 � � � � HUGHES RESIDEN�E 03Q5 06415 PREFiNlSHED CABfNETS AND BUILT-INS � 2.03 BATH 004, BATH 006, BATH 0 k i : vanity and medic�ne cabinet, BATH I 05: (2)vanitles and (Z) � medicine cabinets A. 5upplier: �Noden Woods � B. Style; Full overlay, S-piec� doars and dra��ers, slab drawer fronts an drawers less than 7"tall. C. Material: White Qak, nft cut , 7d % select or better and 30 % # I common with minimal knots � D. Colar/Finish: To match sarnple at Shepherd Resources E. Interior. Melamine an� Melarnine shelves, �olor; TBD F. Hinge�� Euro-hinge, hinge finish: TBD � G. Drawer Glides: Un��r maunt, Full e>ctension H. Counter top: Refer to schedule 04450-A I. Hardware: TBD � 2.04 MASTER BATH 1 I 3: vanity, rnake-up counter, tub deck, rr�edicine cabinet, dresser and nightstand; DINING 202: wet bar, KiTCHEItiJ �Q3: kitchen �abinets, appliance panels base, wall, and island caainets � A, 5upplier; Woden W.00ds B. Style, Face frame, �-piece door and drawer, slab dra�r�er fronts on drawer5 less than 7"tall. � C. Material:White �ak, rift�ut, 70°,o select or better a�d 3�% #!common with minimal knots D. Color,�Finish: To matc� sampEe at Shepherd Resou�ces, Inc. E. Interior: Melamine and melarnine shelves � F. Hinges: Ball tip hir�ges, hinge finish: TBD, match Rocky Mountain Nardware-Silkan Bronze Light G. Drawer Guides Under rr�ount, �uil extensian H. Caunter: Refer to schedule 0�450-A � I. Hardware: TBG 2.C15 DESK AREA 200: wall cabinets, f le/printer/fa:c � A. Suppkier:Woden Woods B. Style: �ace frame, 5-piece door and drawer, slab drawer fronts on drawers I�ess than 7"tall. � �. Material: White �ak, rift tut, 70% select or better and 30% #I common with minimal knots D. Color/Finish: To match sample at Shepherd F�esources, Inc. E. Interior. Melamine and melamine shelves � F. Hinges: Ball tip hinges, hingefnish: TBD, match Rocky Mountain Hardware-Silicon 8ranze Light G. Drawer Guides: Under mount, Full extension H. Counter: Wood, species TBD, counter top finish TBD � 1. Hardware; TBD i � 5hepherd Resources, Inc AIA 06415 - 2 Cabinets and Built-Ins � Permit Set- 03-22-0� ,� � � � HU�HES RESIDENCE 03d5 � 064�5 PREFINISHED CABINETS AND BUILT-INS � 2.06 POVVDER I 06:VAf�JiTY � A. Supplier: Woden Woods B. Style: Face frame, bent slab doars, and drawer � C. Material; Mahogany D. Color/Finish: TBD E. Interior: Mahogany � F. Hinges: Ball tip hinges, hinge f�nish: �TBD, rnatch Ro�ky Mountain Hardware-Siiicon Bronze Light G. Drawer Glides; Under mount full extension H, Counter. Refer ta schedule 04450-A � I. HartEware: TBD 2.d7 MA5TER CLOSET I I 2: drawer uni#, cubbie unit with doors,tie and belt cabinet, rad and shelf � A. Suppller:Woden Woods B, Sryte: Face frame, 5-piece door ana drawer, slab drawer frants on drawers less than 7"tall. C. Material: White Oak, rift cut, 70% seleet or better and 30 % #I common with minimal lcnots � D. �Color/Finish: Td match sampie at Shepherd Resources, Inc. E. Interiar: Melamine and melamine she�ves F. Hinges: �all tip hir�ges, hinge finish: TBD, match Rotky Mountain Hardware-Silican Bron�e Light � G. Drawer Guides: lJnder mount, Full e>c#ens'ton H. Counter:Wood, specres White Oak, rift�ut 1. �-lardware: TBD � PART 3 EXECUTION � 3.01 SURFACE CC7NDiTICaNS � A. Examine the ar2as and cond�tions under whi�h work of this Section will be perFormed. Corred conditions detrimental to timely and proper completion of the Work. Do �ot proceed ur�tll unsatisfactory conditions are corrected. � 3.42 INSTALL4TIOf�1 � A. Install cabinets, Built-kns and cauntertops in locations as shown on the Drawings. lnstall all cabinets and daors plumb, I�vel with all joints tight. � B. Shim cabinets as required and trim with mou�ding to match cabinets. C. Install hardware, clean cabinets& Built-Ins and leave in prQper working order with all daors, shelves and drawers aligned and plumb. � � Shepherd Resources, Ir�c.AIA Ob415 - 3 Cabinets and Built-Ins Permit Set- 03-22-04 � � � � HUGHES RE5IDENCE 03�5 071 I Q SHEET MEh�1BRANE WATERPR�OFING � PART I G�€�IERAL � I .0 I SU I`�'I MARY � A. For sloped roof surfaces, install full-coverage sheet membrane waterproofng. Produ�t: Ice &Water-shield ar approved alternate. � B. For vertical surFaces that come into contac�with fir,ished grade flr f�nished surface, instafi waterproof inembrane to 2'-6° up vertical walls as per the Detail ManuaL � I .02 QUALITY ASSIJRANCE A. Use adequate numbers of skilled workers who are thoroughly trained and experien�ed in the � necessary crafts and who are comoletely familiar with the specified requirements and the methods needed for proper performance of the work of th�s Sedian. � I.03 ENVIRC7NMEtJTAL R�QUIREMENTS . A. Main#ain the substrate ta be waterproofed at or above 40°F for a minimurn of 24 haurs before � a�plication, 1.04 WARRANTI' � A. Provide I Q year warranty includ�ng caverage for waterproofing failing to resist penetration af � water. PART 2 PRODUCTS � 2.01 SHEET MEMBR,ANE A. Sheet Membrane Manufacturers: �or horizonta� surFace, slightly sloped roe�fs and uRderground � waterproofing. AI! interior space located undergraund is to be protected by waterprQOf membrane. � I. 1N. R. Grace&Compan� Produd Bituthene 300�. Appraved Alternate at lower le�el vertical conc�ete walls: Disco 540, spray on,thickness 20 mils (Bituthene 3000 wil� still n�ed to be used at areas where waterproof inembran� is designed to go above finished grade). � 2. W. R. Grace& CompanX Produd Ice&Water Shield, 5 heet Membrane Manufacturer�: For slop�d raof decks at wood shakes. 2.�2 ACCESSORIES � A. Primer Manufacturer: Per manufacturers recommendations. � B. Mastic Manufadu�er: Per manufacturers recommendatians. � Shepherd Resources, Ine.AIA a71 i 0- l Sheet Membrane Waterproofing Perrnit Set-43-22-04 � � • � HUGHES RESGDEI�CE 0345 � 07110 SHEET MEMBRANE WA�ERPROOFING � C. Prot�ciion Board; H droduCt, com osite c�rai�a e board or er ri-�anufa�turers Y P g P recommendations. � D. Liquid Membrane: Use liquid rr�embrane that is compatible with sheet membrane bein used. � � PART 3 EXECUTIflN � 3.01 SURFACE CONDITI�Iti1S A. Examine the a�-eas and tonditions under which wark of thts Se�tion will be perFormed. Correct � conditions detrimenta4 to timely and proper completion of the Work. Do not proceed until unsat�sfactory cond�tians are corrected. � 6. The suriace must be dean, dry and reasonably smooth. RaugF� spats, rock packets, spals, and other surface imperfectians s�ould be smoothec� or repaired. Cancrete should be at least 7 days ofd and free of forrn oii and non-fugitive curing agents. Wood must be dry. � 3.Q2 INSTALLATIORi � A. Priming: Primer must be applied to a smoot� surface by either spray ar roller and in accardance with manufacturer's ir�structians. � g. Estabiish a starting paint by snapping a chalk line. Apply membrane in a straight line, avoieiing wrinkles and over-correcting. � C. While the membrane is being rolled Qut,follow with a st�ff broom ar a wide roller and press ti�e surface to�chieve tota� con#act anci eliminate air bubb�es. Side faps should be 2-f/�inches minimum and end laps shouEd be 5 m�hes mirnrnum or as recommended by man+afac.turer. � D. Do�bie cover all inside and autside �orners usiRg a I 2 ir�ch strip of inembrane; all h�orizortt�l surfaces; al�vaileys; alf eaves ec�ua!to two rolis in width. � E. Double cove�r all horizonta� or slightly sloped waterproof surfaces that are above interiar spa[es or as recommended by manufacturer. � F. All terrninations af inembrane shauid rec�ive a bead of mastic. � G. On verti�al surfa�es more than 8 feet high, membrane should be ap�lied in vertical strips no longer than �fe�t, � H. Six incl� wide membrane strips are to be installed ara�nd head,jamb, and sills af window assemblies. � 3.03 PROTE�CTiON Shepherd Resources, Inc.AIA 071 10- 2 Sheet M�rt�brane Waterproofing � Permit Set- 03-22-04 � � � HUGHES RESIDENCE 03f�5 071 IQ SHEET MEMBRAI'�IE WATERPROOFING � � A. The applied memt�rane must be protected from damage. Use I/8 inch protection board, No, 30 roof�r�g feit held in pface by rnastic, composite drainage board or as �ecommended by � manufacturer. 3.04 SPE�lAL CQNDITIONS � A. For the waterproof ng of drains, pe�etratians, corners and other locations where adf�ered membrane would be di�cult to apply, use liquid-applied mernbrane con-�patible with sheet � membrane. END OF SECTION � � � � � � � � � � � � Shepf�erd Reso�rces, lnc.AiA 071 I 0- 3 Sheet Membrane Waterproofing Permit Set- 43-�2-04 � � � � � HUGHES RESIDENC� 0305 07150 �ETUMIf�lOUS DAMPPRO�FING � PART I GENERAL � I.01 SUMMARY � A. Provide cold applied a�phalt bftumen dampproofing as spec�ed herein and as needed for a tornplete and proper Rnstallation. All concrete walls and CM U that are r�at to be waterproofed are to be dampproafed. � B. Aal steel angles located below grade neerl to be thoraughly coate�with Bituminous Dampproofing. � I.02 QUA�ITY ASSURAi�CE A. Use adequate numbers of skilled wor�ers who are tharoughly tra�ned and experienced in the � nece5sary crafts and wha are�campletely familiar with the specified requirements and the methods needed for praper performance of the work of this Section. � PART 2 PR�DUCTS � 2,01 MATERIALS A. Use �naterials that�omply with the{ollowing standards: � !. Asphalt: ASTM D449,type I. Z. Asphalt primer: ASTM D4 I, compatible with substrate. 3, Mastic ASTM D491. � B. Manufadurers: I. Pro�ide Manufacturers standard product�omplying to the above standards. � PART 3 EXECUTI�N � 3.01 SURFACE CONDITIONS � A. Examine the areas and conditions under which work of this Section will be performed. �orrect conditions detrimental to timely a�d proper campletion of the Work. Da not proceed until unsati�actory tonditions are corrected. � 3.02 f'REPARATION A. Veriiy that su�faces ar�e salid,free of matter c9etrimental to adhesian of damppraof ng. � 3.03 APPLICATION � S�epherd Resourtes, Inc.AIA �7150- I Bituminous Damppraafing � Permet Set- 03-22-04 � i i HIJGHES RESIDENCE 03Q5 07 i 50 BITUM�NOUS DAMPPROO FING � r r' ins rucr�ons. � A. Apply dampproofng Gn accordance w�th manufactu e s t B. Prime su�#aces, if required, and let dry. � C. �pply dampproofing in one caat using rnop, raller or spray. [�. A i da� roofi� from finish rade elevation to bottom of iootirrg. � PPY PP � g E. Seal watertight any pratrusions thro�gh dampproaf�ng with mastic. � 3.04 PROTEC�IC�N A. Prote�finished dampproofing from damage during backf II operations. � EfJ�OF SECTIC�N � . � � ' � � � � � � � Shepherd Resources, Inc.AlA 07 I 50 - 2 Bituminous Dampproafing Permit Set- 03-22-04 � � � � � HUGHES R�SID�NCE n305 071�0 E3UILDING INSULA,TI�N &VAPQR BARRIER, � PART I GENERAL � i.o� sur��A�� A. Prc�vide buildin�; ins�lation as shown on the Drawings, as specified herein and as needed for a tamplete and p�oper installation. B. The entire building en�elope is ta be insulat�d tontinuous. Typkally e�erior walls are R-I 9 and � roofs are 49 or greater. RoQfs to have a batt/rigid insuEation combinatior�to c�ualify as super- insulated. � C. Standard roof insulation to be I 0", R-3Q, unf��ed fiberglass batts between the joists w�th�apar retarder at the warm side ar�d nail base�3" of polyisocyanurate with '/z" sheathing)above roof sheathing, Total R-value to be greater than 5 I. � D. E>cterior waHS to be 6", R-I 9, unfaced fiberglass batts between the joists with vapor barrier at the warm side. � E. All interior walls to be insulated far sour�d with R-I I unfaced f berglass batts and floor/ceiling co�ditions to be insulated for sou�d with f�-I� unfaced fiberglass batts. � F. Polyethy�ene Vapor Barr-ier. The entire bui€ding envelope is to have a continuous vapor barrier behind the interior gypsum wall and ceiling board, 6 mil. tarbonate�l polyethylene flm, rated 0.I ' perms or fess. For use w�th unfaced mineral ftber bianket�batt insulatio�when instai�ed in substantial contact with the unexposed surface of the ceiling,floor or wall f nish within a rated assembly. � !.02 QUALITY ASSURAf�JCE � A. Use adequate nun�bers of skiiled workers wha are thoroughly trained and experienced in the necessary crafts and who are compEetely familiar with the s�ecified requirements and the methods needed�or proper performance af the work of this Section. � PART 2 PRQDUCTS � Z.0! INSU�A,TIQN MATER�ALS A. E3a�k insulation: ASTM C655, prefarmed glass fiber batt. � I. Therrnal resistance: R of I R at ext�rior walls. 2 �acing: Varies. 3. Density: � a. Exterior walls: Standard b. Roof: High B. Acau�tical: '� I. Thermal resistance required: R of I I , walls - sound insuiation. Sh�pherd Resources, Inc.AIA 07 I 60 - I Building Insulation &Vapar Barrier � Permit Set- �J3-22-04 � # � HUGW'�S RESIDENCE a3as 071 b0 BUILDING INSULATION &VAPC�R BAf�RIER � �. Required installed thickness: 2 '/�". � 3. For use at typi�al 'interior walls. C. Sloped roofs at 2 '/�": I 2" and 6°� !2" � I. Thermal resistance requ�red: R of 5 I or greater 2. Th�ckr�ess: � a. 3° rigid ins�ulation�3° af polyisocyanurate with '/�" sheathing)an�i 10" of batt insulation. 2.02 �OTHER MATERIALS � A. Prouide other matersals not specificaily de5tri�ed but requir�d for a complete an� praper installation as selected by the Contractor subject to the approval of the Archit�ct � B. Vapor 8arrier- Polyet�y�ene Vapor Barrier� I. The entire building envelope, other than roof envelope, �s to have a continuaus vapor barrier � behind the interiar gypsum �,vaN �oard or a�detailPd, 6-mil carbonated polyethylene flrn, rated �.I perms or less. For u�e with unfaced mineral fiber blanket/�att ir�sulation. When installed in substantiai contact with the unexposed surface of the ceilEng, floor dr wall finish within a � rated a�sembly vapor barrier to meet smake and fire spread requirements. C. Vapar Retarder—CertainTeed MemBrain or Appraved Alternate � I. The entire roof envelope is to have a continuous�apor retarder behind the interior gypsum ceiling b�ard directly below the roof structure c�r�s detailed, 2-mil thick fi€m of polymide- b (Nylon-6), rated I perms or less dry cup method and i 0 perms using wet cup methad. Far use with unfaced mineral fber blanket/batt+nsulation. � PART 3 EXECIJTION 3.D f SURFACE COPJa�TIONS � A. Examine the areas and coreditions under which work of thi5 Seetion wi�l be pe�forme�l. Correct � canditions detrimental to timely and proper completion of the Work. Do nat proceed until unsatisfactory conditions are corrected. 3.02 If'�35TALLATION - FQ�JNDATION PERfM�7�R- BC3ARD INSULATION � A. Apply adhesive and insta9l boards or�foundation perimeter. Stagger joints. Butt edges and ends � tight to adjacent board and to protrusions, 3.03 INSTALLATION - EXTERIOR CONCRETE WA�LS - BOARD INSULATlC7N � A. knstall boards an wall surface between furring members using adhesive in accordance with the manufacturer's instruc�ions. � g. Butt edges and encls tight to adjatent board, furring and to pro�rusions. � 5hepherd Resources, Int.AIA 07160- 2 Building Insulation&Vapor 8arrier Permit Set- 03-22-D4 � � i • � HUGHES RESIDEiVCE 0305 07160 BUILDIf�1G INSULATION &VAPOR BARRIER � 3.04 INS�ALLATI�N — BAT� INSUT ATlON � A. Install batt insulation and va or barrier in accordance with manufacturer's instru i n . P ct o s � B. Install batt insufation in exterior walls, roof and ceiling spaces withaut gaps or voids. C. �nstall with f�etory applied membrane facing on warm si�e of building 5paces. Atta�h flanges of � fa�ing to framing members or fridian ft between joists. 3.05 IR�STALLATION -VAPOR BARRIER AND VAPOR RETARDER � A. Anchor�ge: Insta�l vapc�r barriers with adhesive ar fasteners as a ra riate for su artin substrate PP P PP � and of type recommended by vapor barrier manuEacturer. ' B. Provide I��ed seams and lap vapor barri2rs by other work. i. Seal lapped seams and laps onto other work with adhesive ar self-adh�esive tape of type � recommended by ua�or barrier rr�anufacturer. Be�ore covering o�er vapor barriers with ather . (conceaiing)work, patth-punctures and tears with adhesi�ely applied barrier material or tape . with perm rating equal to barrier rating. � 2. Tent over recessed ceiling maunted light fijctures at roof. Seal to surrounding vapar barrier. 3. Seai to electrical boxes, window and door frames,top of floor slab and bottorn of flaor deck. � END OF SECTI4N ' � � � � � � Shepherd Resources, 1 nc.AIA 0�I bQ - 3 Building Insulation &Vapor Barrier ' Perrnit Set- Q3-�2-0� � � � HUGHES RESIDENCE 0305 � 72�0 CEMENTITIOUS ST'UCCO SYSTEh`l � PART I GENERA� I,01 SUMI`1ARY � A. Provide tementEtious stucca finish system or approved altemate, reinforcing mesh, ground coating � with mediurn h�nd-trowel texture, and finish coating with square e�er'ior corners and elastomeric sea9arlt. Color to match Shermar�Williams color SW 6108 LATTE. Provide rr�otkup for approval. i.02 QUAL4TY ASSU RANCE � A. Use adequate numbers af skilled workers who are#horoughly tra�ned and experienced in the ' necessary crafts a�d w�o are campletely familiar with the specified requirements and the methods needed for prpper performance of the work of this Section. B. A pre-meeting with Architect is re�uired to discuss general design parameters, specific ccncerns � based an the Archi�ett's previo+�s experienee and genera! ques[ions from the subcontractor. C. Sample: Provide a 6'x 6' sampke are�at job site with te�cture and color, f�or approval by � Architect/Ov�ner/Design Review Board. Sample area can be used as a final product if acceptablP. I.03 Ef�1VIRONMENTAL REQUIREMENTS � A. C7a not install system when ambient temperature is below 40 degrees F. � B. Maintain ambient temperat�re during and for 24 hours after installation of stucco system. PAR7 2 PRC7DUCT5 � Z.O� MA7ERIALS � A. Manufacturers: Use Standard Cementitious Stucco System. B. Primer/Conditioner: Use p�-imer/conditioner as required by the rnanufacturer of the system ta be � installed. C. Adh�esiWe and Fasteners: Use adhesive and fasteners as retommended by system manufacturer. � D. Mechani�cal fasteners: Use mechanital fast�ner system recammended by the sysrtem � manufacturer. E. Reinforcing Mesh: Use reinfor�ing mesh as required by the system manufac'�urer and compatible � with the finish coating material. Shepher� Resaurces, Inc. AIA 07240 - I Cementitious Stucco�ystem � Permit Set- 03-22-04 ' � � � � HUGHES RESIDENCE Q305 724� CEf"IENTITIC?U5 STUCC� SYSTEM ' F. Therr��al and�,ir Enfiltration Barrier: No. I 5 asphalt f�lt or spun bondeci polyethylene as � recommended by stuc�o system manufacturer. G. Ground Coating: Cementitious reinforced ground. � H. Finish Coat, Integr�l color cementitious finish toat comp�tible with ground ��at. I . Color: Color to match Sherman Williams calar S�l 6 i 08 LATTE � PART 3 EXECUTION ' 3.01 SURFACE CONDI-TIQNS A. Examine tf�e areas and tonditions under which uvork of ti�is Sec�ion will be performed. Correct � �onditions detrirr�ental to timely and proper completion of the Work. do not proceed until unsatisfactory eonditions are correded, � B. Verify that substrate and adjacent materials are dry. 3.02 II'JSTALLATION -THERMAL AND AI�INFILTRATiON BARRIER � A. lr�stall thermal and air inf�itration aver wall she3thing, we�ther lap joints and end laps, staple in place �er manufacturer's recor�-�mendations. � 3.03 INSTALLATI�JhJ—C�ATING ' A. Attach reinforcing mesh so that it is fully imbedded in ground coat and as recomrnended by manufa�turer. Mesh shall be continuous at al4 comers and shall be averiapped a �minimum of 2-I/l inthes. Doubie wrap corners and avoid wrink�es in mesh. � B. A�ply '/z"thick nominal ground coat in accordance with manufackurer`s instruction5. Ground coat to be applied with medium hand trawel texture with square exterior corners. � C. Apply I/$°thick nominal inte�ral color finish coat as recommended by manufacturer. I , Color: Color to match Sherman�Jilliams color 51N 6 I 0$ LATT�E � d. Architect to prov�de subcantractor with desired appearance. Provide 4'x4' sample af hand trowel tea�ture and finish coat for approval by Owner/Arthitect � 3.0� TEXTUR� A. TBD ' �I�JD QF SEC�IQN � Sheph�rd Resources, Inc.AIA 07�4�1 - 2 Cementitious Stu��a System Permit Set- 03-22-b4 � HUGH�S RESIDENCE � � d305 ' 073 !3 W�OflD SHAK� ROC�FING � PART I GENERAL , I,01 SUMMARY A. Provide wo od shake roofin as shown on the Qrawin s, as s ecified herein and as needed for a � g � P complete and proper installation, B. Coordinate the copper utters anci do�ti�ns aut� er Section 7b0�and roof e� e ice melt s stem � g � P g Y per section I 6. I.a2 QUALITY ASSUFZA,NCE � A. Use adeq uate numbers of sk'Flled workers who ar e thoroughly t�ained and experienced in the � necessary crafts and wh� are completely familiar wGth the specifed requirements and the methods needed f�r proper performan�e of the work c�f this Section, B. Perfarm work in accardan�e with RCSHSB Ins�ructions. � C. Caulking shall not be permitted in roofngfflashing system. � D. Dissimiiar flashing meta!s shall be isolat�d from each ot�er and shail not be permitted to come in cantact. � PaR�� P�o�uc�s S 2.0 I RED CEDAR SHAKES A. Use Centigrade Number I hand-split medium shakes. Starter shak�s to E�e �entigrade f�dumber I , ' Blue Label,taper sawn shak�es, Cl�ss B or A. Provide sampfe bundle for Architect approval. B. Starter Shakes, Use CentEgrade Nur-r�ber I, Blue label, taper-sawn shakes. � C. Shakes to be installed with felt interleaves, even butt ends anc� closed valleys. � 202 URIDERLAYf�ENT A. Use sh eet membrane water roofin on I ood. Re.: �71 I p, � P g P Y�'� B. Use f�Jo, I 5 as�halt saturated felt interleaves between the layers of shakes. � �.�3 ACCE550l�IES A. h�lails: As recammend ed by manufacturer. , � Shepherd Resources, Inc.AIA 07313 - € Wood Shake Roofng Permit 5et- 03-22-04 ' ' HUGHES RESIDENCE � • 03Q5 � 0�� I 3 WOCD SHAKE ROOFING ' B. Staples: As recommenc}ed I�y mar}ufa�turer. � 2,04 FLASHING MATERIALS A. Exposed sheet a nd pr�fc�rrned flashings: Copper of sizes ar�d shapes as requ€red. � B. ConceaE�ed flashings to be galvanized sheet, C. Dissimiiar flashing metais, or otherwise, to be isalated from e�ch other and shall not be perr-nit�ed � to contact. � PART 3 EXECUTION 3.01 S�R�ACE CONDITIONS � A. Exarnine the areas a nd conditions under whi�h work of this �ection �ri€II be per�ormed. Correct conditions detrimental to timely and proper�ompletion of the Work. Da not proceed until � unsatisfactory �onditio�s are corrected. 3.�2 PREPARA710N � A. Verify that plumbing stac ks and roof penetrations are flashed to de�k surFace. � B. Verify roof cEeck surfaces are dry,free fram riclges, warps or voids. Broom clean surfaces. 3.03 FLASHING FABRICATION ' A. Form flashin g5 to pratec[ roofing material5 from physical darnage and shed water. Form sections in maxi€ri�m possible lengths, free from distortion or defects, � B. Hem exposed edges of flashings minimum of I/4 inch on underside. , 3,04 INSTALLATION - EAVE AND GABLE END (RAKE) PROTECTI�N A. Plate eave a nd gable end (ra�Ce� m�etal flashings tight with fascia boards.Weather lap joints and seal � with pEastic cement. Secure flange with nails. 3.05 IN5TALLATIC�N - UI`JDERLAYMEf�JT � A, �nstall high temperat ure waterproof underlayment perpendieular to sfope of roof, over the entir� raaf area. � B. Place one ply of underlayment over unprotected area uvith ends and edges weather lapped and naried. Stagger end faps of each consecutive layer. � Shepherd Resources, 1nc.AIA 073 I 3 -2 Wood �hake Roofng � Permit Set- d3-Z2-04 HUGHES RESlDENCE � � Q305 � 07313 WOOD SHAKE RQOFING , C. Seaf items projecting through roof�vatertight using weather lap with plastic �ement. , D. Dis�irnilar metals to be isolated from eac1� other and shali not be permitted to �ontact. � 3.06 INSTALLA�EON - VALLEY PROTECTIQN A. Pla�e one layer of sheet metal flashi�g, minimum of 24 in�hes wide, centered over valleys and � crimped to guide water. V�,'eather lap jaints and nail in place. I . 'Weather exposure: in acco_rdance with 1RC 2403. 3,07 �NSTALLATION - WOOD SHAKES � A. Install sl�ake s in accordance with RCSHSB requirements to produce straight coursing pattern to � produce a double t�ickness over roof area. I, Weather exposure: in accardance with IRC 2003. g. Provide double course at eaves, projecting I inch. � C, Projed shingles i inch over gable e�d fascia boards. � D. Shake to be 3nstalled with felt interleaves, even but�ends and clased valleys. E. Complete installation so as to produce weathertight roo#ing system. ` �. Upon carnpletian of the roof installation, broom the f nish surFaces to remove the loose debris, � Collect and remove all debris. , END �F SECTION � � � � � i Shepherd Resources, (nc.AIA 073 I 3 - 3 Wood Shake Roofng Permit S�t- 03-2�-04 � � ! � � HUGHES RESIDENCE 0305 Q7600 �LASHING AND SHEET METAL � PART I G E I�l E RAL � I.01 SUMMAl�Y � A. Provide flashing and sheet metal not specificafly �escribed in other Sections of these S�etif cations b�t required to prevent water penetratian through the e7cterior shell of the building and as needed for� cornplete and proper instaflation. � I .02 QUALI-TY ASSURAItilCE � A. Use adequate numbers of skiiled workers whQ are thoroughly trained and ex�erfenced in the necessary crafts and who are completely familiar with the specified requirements and the m2t�ods needed for proper performance of the work of this SecTion. ' B. Perforrn wark in at�ardance with the following: I. Aluminum Association -PJuminum Constr�ction Manufac-�ur�r: AEuminum Sheet Met.�l Work and Building Construction. � 2, Copper Develapment Assoeiation - Cantemporary Copper, A Handbaok of 5h�et CQpper Fundamentals, D�sign, Details and Specifcations, Copper Roofing-A Praetical I-dandbook, and Sheet Copp�r Applications. ' 3. Nationai Roofng ContractorsAssociation - Roofng Manual. 4. SMACNA-Arehitectura! 5heet Meta! Manual, ' I.O� DELi�lERY, S70RA,GE AND HANDLIf�G A. Stack preformed material to prevent twisting, bending or abrasion and tp provide ventilation. ' PART Z PRODUCTS ' 2.01 S�IEET MATERIALS , A. Galvanized steel; A57M A525, G9Q, ga�ge core steel as required (conc�ealed flashings only), B. Aluminum: ASTM 8209, gauge as required (con�ealed flashings only}. � C. Copper ASTf`1 B370, 0.032 inch thick, natural fin'tsh(all exposed flashing). Heavier gauge may be required where copper sheet is used as finisf� material. � C7. Gutter�: 6° i�alf round gutters with 5" square down spouts, I 6 ounce copper. All gutters and downspouts ta be heat taped to beneath frost depth and connect�ed to underdrain system. Underdrain to be heat taped from point(s)of daylight ta an adequate distance back to prevent 1 freezEng. E. Copper eollection baxe5. Design to be determined. Provide samples of standard collection for s�election. Custom is a design option 1 , Shepherd �esour�es, Inc.AIA Q760�}- I Flashi�g and Sf�eet Metal Permit Set- 03-22-Q4 � ! � HUGHES RESIDEfVCE 43Q5 076D0 FLASHING AND SHEET ME�AL � Z.QZ ACCESSC�RIES � A. Fasteners Finish exposed fasteners same as flashing metal. � B. Underlayment: No. I 5 asphait saturated felt. 2.03 FABRICA�ION � A. Forrn components true to snape, accurate in size, square and free frarn distortion or defeds. Farm pieces in longest practical lengths. � B. Hem exposed edges I l2 inth an underside; miter and seal corners. �abricate �er�ical faces with bottom edge formed outward I/4 inch and hemmed to form drip. � PART 3 EXECUT�QN ' 3.01 SURFACE CONDITIQNS A. Examine the areas and conditions under which wcark of this 5ection wilf be performed. Correct � conditions detrimertal to timely and Qroper completion of th�Work. Do not proceed until unsatisfactory conditions are corrected. � 3.Q2 iNSTALLATIOf�) A. Install starter and edge stri{�s and cleats. ' B. 5ecure flashings in place using fasteners as required. , C. Apply plastic cement cornpound between rneta! work and�elt flashings. D. Fit components tight in piace. Make corners square, surfaces true �nd straight in planes and lines '� accurate to profiles. E Seal jotr�ts watertight. , F, Install gut�ers to provide a complete system. Caordinate w€th Eleetrical Subcontractor5 as all ' gutters are to be heated and that the gutter wili wark with rim heat�ng system(see sectian 16) END GF SF�ION � � � 5hepherd Resources, Inc.AIA 0760�0 - 2 Flashing and Sheet Metal , Permit Set- 03-22�04 � � � � HU�HES RESIDENCE 03Q5 0�9�0 SEALANTSAND CAULKING � PARTI GENERAL � I.01 SUMMARY 1 A Throughout the Work, seal and caulk joints where shown on the Drawings and elsewhere as required to provide a pos�tive barrier against passage af moisture and a4r. � i.02 QUALITI'ASS�JFLqNCE A. Us2 adequate numbers of skilled warkers wMo are th�roughlY trained and experienced in the necessary crafts and wha are campietely familiar with the spe�ifie�! re�uirements and the methads � ne2ded for proper performance of the work of this SecEion. 1.03 DELIVERY, STORAGE AND HANDLING ' A, Do not retain at the job site any material that has exceeded the �helf life recommended by the rnanufacturer. � 1.04 CQMPATIBILITY � A. Provide joint sealers, joint fillers and other rela�ted materiafs that are cornpatible with one anather and with joint sub�trates under service and application conditions, as demanstrated by testing and field experience. � PART 2 PRODUCTS � 2.Q I SEALANTS � A. Provide the foflowjng sealants, or equal, wher� called for on the Drawings ar otherwise required for a complete and proper installation. I. One-Part Mildew-Resistant Silicone Sealant (fnterior WetAreas); � a. "Dow Corning 78b°; C7aw Coming Corp. b. `"SCS 1702 Sanitary"; General Electric Co. c. "$63 # White"; Pecora Corp. � d. '"Proglaze White"; Tremco Corp. 2. Two-Par�N�na[€d-Curing Silicone Sealant for Use T: a. "Dow Corning$88°; Dow Coming Corp. 3. Mufti-Part f'�onsag Urethan_Sea�ant for Use I`JT, M G,A, and O {Eacterior Walls,Vertical � Surfaces/1"laterials): a. °Chem-Calk 500"; Bastik Construction Products Div. b. "Dy�atrol II"; Pecora Corp. ' c. '"Sikaflex 2c NC'; Sika Corp. d. "Sanolastic Nf'2"; Sonneborn Buildin�Products Div., Rexnord Chem. Prod. lnc. 4. Two-Part Pourable, Urethane Sealant (Horizo�tad �antrete Surface): � a. "Chern-Caik 550"; Bostik Construction Product Div. � Shepherd Resources, Inc.AIA 07920 - I Sealants and Caulking Permit Set- U3-22-0�4 • ! � HUGHES RESIDENCE a3os 0792Q SEALANTS AND CAULKING � b. "Pourthane"; 1,^J,R. Meadows, Ine. � c. "[�R-2g0 U�expan"; Pecora Corp. d. °5onalastic Paving Jai�t Sealant"; Sonneborn Building Products Dlv., Rexnorci Chem. Prod. I nc. � 5. Acrylic-Emulsion Sealant_ a. Manufacturer's standard, one-part, nonsag, acrylic, miltlew-resistant, paintable, acrylic- emulsion sealant complying with ASTM C 834. � 6. AtoustiCal Seaiant fo�ConCealed oints: (Interior Walls) a. Manufacturer's standard, nondrying, nonhardening, nonskinning, nonstaining, gunnable, synthetic rubber sealar�t recommended for sealing interior�oncealed joints to reduce � transmission of airborne sound. B, Colors: Calors for each sealant installation will be selected by the dwr�er/Architect from standard � colors norma�ly avaiiabEe from the specified manufadurer to mat�h the color of the adjacent surfaces. 2.02 ACCESSORIES I A. Primer: Non-staining type recomrnend�d by sealant manufact�rer. � B. Joint cleaner: Non-corrosive ar�d non-stainir�g ty�e, re�ommended by sealant manufa�turer; tompatible with�oint eompounds. � C. Bond breaker: Pressure sensitive tape recommenc�ed by sealant manufacturer to suit application. D. 5eaiant backings, general: Non staining; compatible with joint substrates, sea�ants, primers and � other joint fi�lers, approved for appli�ations indicated by sealant manufacturer based on f eld experience and laboratory testing. � PART 3 EXECUTI�N , 3.D I SI�RFACE�OI�lD1TIONS A. Examine the areas and cond�tions under whicfi�work of this Section will be performed. Correct , �onditions detrimental ta timely and proper com�sletion of the Work, Do not proceed until �urtsatisfactory canditians are co�re�ed. 3.�2 PREPARATION � A. Verify that surfaces are ready to re��ive work and that jaint measurements and surface �onditions � are as recommended by sealant manufacturer. B. Remove loose materials and foreign matter that may affect adhesion of sealant. , 3.03 1 I�STALLATIC�N ' Shepherd Resources, Inc.AIA 07920 - 2 Sealants and Caulking Permit Set-03-22-04 , � � � � HU�HES RESIDENC� 0305 07920 SEALANTS AND CAU�KING � A. Clean joints and i�stall sealant in accordance with mar�ufacturer's instrudions. � 8. Appty sealant within recommended temperati�re ranges. C. Tool joints concave, � EN D OF SECTIOf`J � ' 1 � � � � ' � � ' � � ' ' Shepherd Resources, lnc.AIA 07920- 3 Sealants and Caul�cing Perr�ii[Set- 03-22-04 i • � HUGHES RESIDENCE 43�5 OB210 WOOD DOORS � PART I GENERAL ' I .D E SUMMARY � A. Provide wood doors complete in place with finish hardware '�nstalleci as shawn on the Drawings, as speci�ied herein and as needed for a complete and proper installation. � I.C12 QUA�I�TY ASSURAC.iCE A. Use adequate numbers of skilled workers who are thoroughly trainec� and experienced in the ' necessary crafts and who are cornpletely famiii�r with the s�ecified requirements and the methods neeefed for proper perfar mance of the work of this Section. � B. In additian to complying vvith applicable catles and regulations, comply with "Ar�hitectural 1Noodwork Quality Standards" of the Architectural Woodwork Institute, for the grade or gr'ades ' specified. !.03 DELIVER, HAiti1DLIIVG AND ST�RAGE � A. AS reasonably as possible, c�eliver doors to the site when concrete and ather conditions ar�dry to minimize the effect moisture rr�ay �ave on the doors. ' PART 2 PRODUCTS � 2.01 INTERIOR DOORS A. Manufacturers , !. Standard interior daors: I �/4"thick White Oak, rift cut, 2 panei stave core stile and rail, flat panel with applied molding. Profile: YBC7 ' B. Provide wood doars of the types, designs and dimensians shown on the Door Schedule and on the Drawings. � C. Doars may be prehung and prefinished with a smooth texture. D. Finish: To match sample at Shepherd Resource, Inc , PART 3 EXECUTI�R! I 3.01 SU�ftFACE C�NDITIONS ' A. Exam�ne the areas and condit�ans under whi�h work of this Seckion will be perFormed. Correct Shepherd Resaurces, Inc. AIA OB2 9 0 - 9 'Wood Doors ' Permit 5et- �3-22-04 ' � � � HUGHES RESIDENCE 0305 , a8zio WQ�D DC?ORS i �onditions detrimenta�to tim�ly and proper�ompletion of the Work, Do not praceed until ��nsatisfactory conditions are corrected. � 3.02 INSTALLATION � A, Fitting: Unless do�rs are completely fitted at the mill, fit them for width by pfaning and fit therr-�far height by sawing to the following clearanees: 1. Bottom; 4/2 inch m�,}cimum; � 2. Top: I/8 inch maximum; 3, Lock and hinge edges' Bevel l/8 inch in 2 inches ma;<rmum. ' B. Install finish harc�ware in accardance with the manufacturer's instructions. � END �F SEC710N � i 1 � 1 1 1 1 1 1 Sh�pherd Resources, Inc.AIA 082 I 0 - 2 Wood Doors ' Per�it Set- 03-22-04 • # � 1 HUGHES RE5IDENCE 03t}5 a8s�a sTEE�w�€vr�ows ' PART I GENERAL ' I.0 f SUMMARY A. Provide steel wintlows and screens as shown on the Window Sched��le and Drawings, as , specifed F�erein and as r�eeded for a complete and proper installa.tion. 6. Refer also to S�ction �S80a—Glazing and sec�ion 08620 Clad Waod Windov�s and DoorS � of thES Project Manual f�r additional glazing requiremer�ts and standards, �.a2 QuAU�r,a�su�,�vcE t A. Use adeq�ate numbers of skilled workmen who are thort�ugh€y trained and experienced in the � necessary crafts ancJ who are corripletely`arniliar wFth the specified requirements and the methods needed for proper per-formance of the work of this Sedior�, . . � PART 2 PRO�UCTS 2.0! WI�IDC�WS � A. Macaufacturers:A and 5 Window rlssociates, inc. or approved aitemate, � B. Provide steel windaws of the type, dimensions and arrangements shown on the Drav��ings and Wndow Schedule. C. Finish: TBD. � 2.02 OTHER MATE�,IALS , A, Provide other materials not specifically described but required for a �orrzplete and proper instailation as selected by the Contractor sub�ect ta the approval of the Owner/Architect, , 2.03 MOTORIZED �PEi�ATING UNITS A. Product: Matorized Casement operator ' I . Loca�ion: (2)operable units within light well, (I)on north and (I�on West si�de sauth corner ' 2. Instaflation: coordinate ele�trical requirements and swit�h locatians. 1 Shepherd Resources, lnc.AIA 0$5 I 0- I Steel Windaws Permit Set- 03-22-04 , 1 � � � ' F-IUGHES RESICIENCE 0305 ' 08510 STEEL WfNDOWS � PART 3 EXECUTION 3.�f SURFACE CQf�1DITIONS ' A Examine tf�e areas and conditions under which wc�rk of this Sedion wilE be erFormed. Correct P canditions detrir�ental ta timely and proper completion of the VVor4c. Qo not proceed unti4 ' unsatisfadory conditions are carrected. 3.02 INSTAL"ATIC�N ' A. fnstall the work of this Section in strict accordance with the manufacturer's instructions. � B. Leave labels on glass unti! �nspection and appraval by the Owner/Architect. 3.03 CLEANING � . A. Upon completian of installation and at final deaning, thoroughky clean the work of this Sedion ir� actordance with 5e�ti�� 0 I 7 I Q a.nd 0$8Q0 of this Froject Manual, � ' Eh�JD OF SE�TION 1 ' � , 1 ' 5hepherd Resources, lnc.AIA 085 I 6- 2 Steel Windows � Permit Set-03-22-04 ' � � � HUGHE� RE54DEIVCE 1�305 ' 08620 C1�1D WC�C)D WINDOWS AN� DOORS PART I G��IERAL � I.01 SUMMARY , A, Provide dad wood windows and d�ors as shQwn on th�Window Schedufe, Door Schedule and as shown on the Drawings, as specified herein and as needed for a complete and praper ' installation. Provide screens at all aperable windows and doors. B. Refer also to Sedior�48800— Glazing af thrs Project f`lanual in addition to this section. ' I.Q2 QUALITY ASSURANC� A, Use adequate numbers of Skilled warkmer�who are tharoughly trained and experienced in the ' necessary crafts and who are completely familiar with the Specified requirements and the rnethods needed far praper performance of the wark of this Section. ' B. S'hop drawings:for each type of window and door specified. Indude layout and insta�lation d2tails, typical windaw and door unit elevations at 3/9-in�h scale,full-size details af typical and � composite members; hardware, including operators, glazing details, and accessories. C. Thermal BreaEcage: Glass manufacturer is responsibfe for breakage due to Thermal Stress. � Thermal Stress Anafysis as prepared by Libby Qwens (or apRroved alternate test)to be used. D. Safety Glass 5tandard' Comply with ANSI Z97.I and testing r�quirements of I 6 CFR Part 1201 ' for Category li materials. I. All glass and glazing subje�t to human impact shall comply with sedion 5406 af the Uniform E3uilding Code. �. Pravide glass permanentiy marked with the Label of the Safety Glazing Certification Coun�il ' or other agency acce�table to authorities having jurisdiction. 3. Glazing Seal: Frovid� extruded viny! or butyl glazing gasket providir�g weatf�er tight seal. E. Glazing Standards: Com,ply with recommendations of the Flat Glass Marketing Association ' (FGMA) °Glazing Manuak" and "Sealant Manual", F. Insulating Glass Certifi<ation Program: Provide units �ermanentEy marked with label of the ' Insulating Glass Cerkification Council �IGCC)or the Associated Laboratories, Inc. (ALI). Provide the label on spacers or at least one component pane of each unit. ' I. Provide Low-E insulating glass units on all windows and doo�s on the pra}ect. G. All alternates to the 5pecified product need to provide windows and doors equal to or larger than � the specified product. If a larger size does not fit a custom size product is to be used. H. Manufacturer to notify Architect if the windows spec�ed far sleeping areas do not meet egress , requirements. � Shepherd Resources, Inc.AIA i�8620- I Clad Wood Windows and Qoors Permit Set-03-22-04 ' � � � � HUGHES RE5IDENC� 0305 a8620 CLAa WOOD WINDC3WS AND �O�RS � � PAR�T 2 PRdDUCTS 2.01 WIhIDOW AND D�OR UI'JITS � A. Provlde aluminum dad wood windows of the es and dimensions shown on the Window and �`p Ddar Schedule and as shown �n the drawings as supplied L�y Pozzi Win�ows and Daors ar � appr�ved alternate, , B. Low E Glass: Provide ail windows with Cardinal LoE2- 17 I clear glass or approved afternate. � C. Ins�lating G1ass: Provide aH windows with double pane ?/q" insulating glass. D. Divided �ights: Provide Manufacturer's standard I" bead stop profile th�rmal bar(simulated divided lights). No snap-in muttins will be allowed. � E. Provide window units 4 i i I�6". Afa units to have na�ling f ns, no jamb e>ctension, no finger joints to be visible, no primer or finish on the intenor wood, no#actary brick mould or sub sill. Provide patio doors without hardware and with standard 6'/z"tal� bottom rails. � F, Cladding: Alumin�rm clad, color. Standard Redwoad 504. �nterior finish to be cc�ntroller, stain, sanding seafer and w�ter base finish to be applied at the site, in place. � G. Factory to remove all glazing sealant fram g1a55 and wood �rior to finishing and shipping. H. AEI operable windows and doors to h�ve scre�ns. Coordinate with daors with retractabfe atio � door screens. E. Provide manufacturer's standard warran#y. � }. Verify that window cranks do nat anterfere with the window sill design. If it is determined that the cranks da interfere, the Architect shall be con#acted for resolution. � 2.02 FRAME MATERIALS � A. Clad 1�Uood: I . S�eties: Manufacturer's Standarcf; 3 3{I6"winc�ows and 4 1 I/I b" or 6 I I/I b" door"5 for windows and daors or as indicated o�the drawings. 2. Suitak�le for site applied stain and transparent fini;h an the inside. � 13. Screening: Aluminum/ lastic mesh. Manufa�turer's 5tandard. P � C. Screen frames: Rolled alumin�m of re�tangular sectians with mesh set into frame and secured. Frame Calor� match hardware color. Do not deliver screens to tQ6 site u�til time of Final Pun�h List. � Shepherd Resources, Inc.AIA p$620-2 Clad Wood Windows and Doors � Permit Set-Q3-22-04 � � ! HUGHES RE5IDENCE 0305 � O�b20 CLAD WOQD WI NDOWS AI�1D DOORS � 2.03 HARI�WARE � A. Sash lock: Ca=.ernent and awning aperators shall be °Casement Roto Operators". B. Finish: Standard bronze. � C. Patia doar/Gliders shall re�ceive Rocky Mountain Hardware lever and escutcheon, See sectic�n 0$7fI � 2,04 ANCHQRS, CLIPS,AND A�CCESSORIES � A. Fabncate c�f aluminum, nonmagnetic stainless steel, or hot-dlp zin�-coated steel or iron complying with the req�irements of ASTM B b33 for SC 3 (severe)servi�e condition; provide strength � su�cient to witF�stand design pressure indicated. Windaws and doors with a nailing fin attachment are ciesired. . 2.05 C�MPRESSIflN WEATHERSTRIPPING �� A. Campressible, designed for resifient sealing under bumper or wiper actian, concealed when sash � is Clos�d. B. Weather stripping material: Manufacturer's Standard. � 2.06 RETRP,CTABLE PATI� ��OR SCREENS A. Produc�t: Phantom Screens: Double Daor(two screen units). � I. Color. TBD 2. l_ocation: Patio doorsJGliding doors. � 3. I nstallation: Verify maunting applications in wood siding prior to instalfation. 2.�}7 MOTORIZED OPERATING UI�lTS � A. Product: Motorized Casemerr�operator I. Lc�cation: [�ining upper archtop casement units and Desk Area upper single archtop unit 2. Installation, coordinate electrical requiresnents anc� switth lo�ation�. � PART 3 EXECUTION 3.01 SUf�FACE COf�1DITIONS � A Examine the areas and conditions under wh€ch worlc of tE�is Section will be performed. Correct � conditions detrimental to timely and praper completion of the Work. Do not proceed until unsatisfadory tor�ditions are corrected. � Shepherd Resources, Inc.AIA OBb20-3 Clad Waod Windows and Doors Permit Se#-03-22-04 ! � • � HUGHES RESIDENCE 0305 0862� CLr�D WOQD WINDOWS AND DOORS � 3.02 I N STALLP,TI OfV �� A. I n stall frames, hardware and flashings in accordance with the manufacturer's instruct�ons. � B. 5ecurely fasten frames to structure. C. Align assembly plumb and ievel, free of warp or twist. � D. Coordinate attachment and seal of air an�va or barriers. Pack shim s aces with ins�lation. P P � E. Adjusting: Adjust operating sash and hardware�o provide a t�ght fit at eQntact points and weather striRping, smooth operation and a weather tight do5ure. Lubricate hardware and moving parts. � F. Cleaning: Clean Surfaces after installation. Avoid damage ta caatings and finishes. Remove non- permanent labels from gEass surfaces. I. Clean gla�s after installation. Wasf�and pofish b�th faces befare Substant�al com�letion. � . Remove non-permanent labels from glass surfaces. 2, Remove and replace glass that has b�en broken, chipped, cracked, abraded ar damaged during the construct�on period. � G. Pratection: Protect windaw and door units from damage or deterioration until tFrr2e of s�bstantial completion and Punct� List. � � �� END�F SECTION � �� Shepherd Resources, Inc.AfA 08620- 4 Cla�Wood Windows and Doars � Perrnit Set-03-22-04 � � � HU�HES RE51DEfVCE 0305 � �87! I Ff N I SH HARDWARE P,�F�T t GENERAL � I,0 I SUMMARY ;�j A. Pravide finish hardware, trim attachments and fastenings requAred to complete the Work as shown on the Qrawings, as specified herein and as needed for a complete and proper installati4n. � I.C12 SUBMITTALS A. Submit to the Architect a complete °Finish Hardware Schedule" listing each hardware set category � in��uding; manufacturer, name a�d number, zype of f�r�ish; swing of door, hardware pieees required; and keying legend. � 1 .03 QUALITY ASSURAf�10E A. Use adequate numbers of sl�illed workmer�vvho are tharoughly trained and experienced in the '� necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of t�e work af this Section. �. PART 2 PRflDU�TS � 2.01 GENERAL A, Fasteners '� I. !�urnish necessary screws, bolts and other fasteners of suitable size and type to anct�or the hardware in position. � 2. Use fasteners which are consistent with the hardwar�as to finish and material. Bo Where butt hinges are required to swing I 8�degrees, use hinges of sufficient thrc�w to clear door trim. i�j C. Use praper to�ls and technique when installing screws to assure that no "bouncing° or"stripping" � occurs on the screws for all finish hardware. If an� °bouncing° or"stripping" oecurs, the strews shall be replaeed. D. E�ctende� strikes shail be provided where necessary to avoid the latch bplt from hitting the doar � casing,jarr�b extension, or plaster wr�p. E. Install plastic cups provided by man��acturer at strike bores. If no plastic cup5 are provided, provide a clean mortise and paint flat black. � � �' Shepherd R�sourtes, Inc.AIA 0871 I - ! Finish Hardware � Permit Set- 43-22-04 � � � � F-�UGHES f��SIDEN�E 0305 087 I l F I N 15H HARDWARE � �.D2 KEYING � A. Factory key a�d master key lotks and cylinders as directed by the Owner/,�rchitect. B. Furnish two keys for each lock ar�d two masterkeys as required. Multiple keying will be � requared �oordinate with Owner/Archit�ct. C. Constructian keying; � I. Provi�e a constr uction masterkey system with fi�e keys. 2. Upon Completion of the Work, void the construction key system and, in the presen�e of the �wner, demonstrate that the specified keying system is operating properlv. � f�. Identifcation and del�ve � Identi ermanent k ry fy p eys w�th tags and deliver directly ta the Owner. '� 2,03 HARDWARE— Re, Section 8 of the Detail Manual A. Hing�s: Rocky Mountain Hardware with Ball tip, HNG4 with CAP2 or HNG4.5 with CAP2 ��i' B. Lev�rs: Rocky Mountain Hardware, Ta4on L f Ob , � C. Escutcheon, Rocky Mountain Hardware, style 2 '/a°x4 fz" curved E504 D. Sing€e Cylinder Deadbolt, Rocky Mountain Hardware IP512-At daars 003A, 003B4O09�, and 0 f OB. E 8ase Board Stop, roller catc�es, floar mounted staps, focks, strrke plates,trim ett.. "Schlage" ar � approved equivalent. Medium quality. F. Entry Eock set, RoCky Mountain Hardware, G60 I,G602--Verify wi#h Interior Desig�ner �; G. Patio daor hardware, Rocky Mountain Hardware, E538 � H. Flus�bolts at grade level patio door5: Rocky Mountain Hardware, M$I ' I. Pocket door lock: Rocky Mc�untain Hardware, Pp1204 � J. Cabinetry hardware: TBD K. Finish: 5il�con bronze light � 2.04 OTHE'�MATERIALS � A. Provide other ma#erials not specif€cally described but required far a complete and proper i�stallation as selected by the Cantractor subjec[to the approvaf of the �wrter/Arc�itect. � �' Shepherd R�sources, Inc.AIA 0$71 I - 2 Finish Hardware Permit Set- 03-22-0� � � '� HUGHES RESfDENCE d305 � 0871 I �INISH HARDWARE PART 3 E�CECIJ-I IC�N � 3.01 SU#�FAC� C�NDITIOI�15 � A. Examine the a�eas and coRditions under which wark of this Sectian will be performed. Correct conditions detrimental to timely and proper cornpletian of the Work. Do not proceed until � unsat€sfactory conditions are correded. 3.02 I I�lSTALLATfOftil � A. Install all fnish hardware in actardance with th� manufacturer's instructions. � B. Upon campletion of installation adj�st all hardware as required to assure smQOth and proper operation. Return at time of�inal Punch to readjust door hardware as required. �. EI\ED OF SECTI�N � � � � � � � � � � Sh�pherd Resources, €nc. AIA Q871 I - 3 Finish Hardware � �ermit Set- D3-22-04 � � � HUGHES RESfQ�RICE 03Q5 �' a��oo c�ziN� � PART I GENERAL �; I01 SUMMARY A. Pravide glazing ar�d glazi�g accessaries as shown on the Drawings, as specified herein and as � needed for a complete and proper installation. I.02 QUAUTY A55URAh10E �� A. Use adequate numbers of sk�lled warkmer�who are thorougf�ly trained and experienced in the r�ecessary crafts and who are completely familGar with the specif ed rec�uirements and the methods � needed for proper performance of the work af this 5edian, B. In addition to com��ying with a�piicable codes and regulations, cor�ply with: � I. Flat Glass Marketing Association: a. "Glazing Sealant Ma�uaP'; b. "Glazing Manual," � C. Safety Glazi�g Standard; Comply with AN51 Z97.I and testing requirements of I 6 CFR Park I��}k for ca�egory I I materiaEs. 1. All glass and glazing subjett to human impa�t shall �omply�vitt� Sectio� 540b of the Uniform � Building Code. l.03 D�LIVERY, STORAGEAND HANDLlNG �` A. During storage and handling of gka5s, provide cushions at edges to prevent impact damage. � PART 2 PR�DUCTS � 2.D I GLA55 A. Generai: For all glass, provide the type and thi�kness shown on the Drawings ar as required. � I. Glass Manufadurers: TBD B. Mirror�Cass: �, I. I/4°�hick, clear mirror with palished edges, Type I, C1ass I, QualEty c{2, tonforrr�ing to FS DD-G-45!, silvering, copper coating, and protective organi��oating. Provide manufacturers written 5 year warranty against silver spoilage. ��. 2. Mirror at Baths shall be compliant wit� IGC/ANSI A I 17.�-I 998. C. Decorative Beveled Gla�ss: I" beve[exposed to view autboard�f stops � I. At entry daor, entry doar assembly windows, ski room doar, bedroom door 003A; 2.03 OTHER MATERIALS �r A. Provide Qther materials not specifically describ�ed but required for a tamplete and proper � Shepherd Resour�es, fnc.AIA 08$00 - I Glazing P�ermit Set- C}3-�2-04 � � � HUGHES RESIDEN�CE 0305 � 08840 GLAZI NG installation as selected by the Contractor subject to the approval of the Arc�itect. � PART 3 EXECUTION � 3.01 SUR�A�E CC�NDiTIONS A. Examine the areas and conditions �nder which work of this Sectian wllf be perFormed. Correct � conditions detrimental to ti�ely and �roper completion of the Work. Do nat proceed until unsatisfactory conditions are correded. - B. Clean glazing channels, stops, and rabbets to receive the glazing materials, Remove any � deleterious substances which might impair t�e work. � 3.62 I IVSTALLATION � A. Locate setting blacks at sills ane quarter of the width of the glass in fram ea�h end of the glass, unless otherwise instructed by the manufacturer. Use E�locics of the proper size in accordance with the manufacturer's instructions. B. Set glass in a manner which produces the greatest possible degree df uniforrraity in appearance. ' � C. Do not use two difFerent glazing materials in the same joint system. � D. d`^iter cut and seal the joints of glazing gaskets in accordance with the manuf�cturer's i�structions to provide waterti�ht ar�d airtight seal. � 3,03 PROTECTIQN A. Protect glass from k�reakage after instailation by promptly instailing streamers or ribbar�s, suitabfy � attached to framing and held free frarn the glass. Do not apply warning markings directly to the glass. � B. Protect glass fram cantact with contaminating substances resulting from construction oper�ations; remove any such substances by method appraved by glass manufacturer. � C, Was� glass on both faces not more than 4 days prior to date scheduled for insp�ctions inte�ded to establish date of suhstantial completion. Wash glass by method recommended by glass manufac#urer. � E�lD OF S�C�IC�fV �, � � Shepherd Resources, Inc.AIA �88170 - 2 Gl�ing � Permit 5et- 03-22-04 � � � � HUGHES RESIDENCE 0305 � 09260 GYPSUM WALL80ARD SYSTEM � PART I G�N E RAL �, 1.01 SUMMA9�Y A. ProvAde gypsum drywall and accessories vuhere shown an the Drawings, as spec�ed herein and as � needed for a�ornplete and proper installation. � I.OZ QUALITYASSURANCE A. Use ade�uate numbers of s�Cilled workers who are thoroughly trained and expenenced in the � necessary crafts and who are �ompletely familiar with the specFfied requirements and the methods needed for proper performance af the work af this Section. B. A pre-rrEeeting with the Architect is required to discuss general design pararneters, specifc �'� eon�ems based on the Architect's prevlous experien�ce and general questions from t�e subcontractar, � , PART 2 PRODUCTS � 2.01 GYPSUM WALLBOARD A, Gypsum bQard types: �/8'"-thick rype 'X' unless noted other-wise, maximum permissibie length, �, complying with the following: I. Standard type: ASTM C3b, type 'X'. 2. Moisture resistant type; ASTM C630. �t 3. Ba�king board: High density, cementitious,glass fiber reinfarced, (Glass mesh mortar u�it- GMI"IlJ)7/I 6" or '/�" Dens-shield. 4. Exterior gypsum board, 5/8". �' 2.02 ACCESSORI ES '� A. Acoustieal sealar�t: Non-hardening, non-skinning, spec�ed for use with gypsurn board. B. Jflint materials: ASTM C475, reinforcing tape,joint compound, adhe�sive and water. � C. Corner beads: M I eta, standard tnm by Beade -X. I . Provide square corner f�ead at all outside wafl and ceiling corners and at non-trimmed � openings. D. Fasteners: ASTM C I 04Z type W r�ail5 or ASTM C I 002 type S I 2 hardened scr�ws. � E. D all Mud rY�^` � F. True Veneer Plast�r Materials � Shepherd Resources, lnc.AIA 09260- I Gypsum Wallboard System Permit Set- 03-22-04 � � � HUGHES RESIQENCE fl305 09Z6� GYPSUM WALLBOARD SYSTEM � � G. Qkon water-based s�aler. H. Access Panels: Use recessed acce�s paneEs which instafl with the Gypsurn Board flush � with the adjac�nt surFace. Use Cesco Praducts, Style CTR-I or approved alternate. 2.03 OTHER MATERIALS � A. Provide other materials not spe�cifically des�ribed but required for a complete and proper � installation as selected by the C�ntractar subject to the approval of the Architect. PART 3 EXECUTIQ�] � 3.(}I SURFACE CONDITIONS �,^ A. Examine the areas and canditions under which work of this Section will be performed. Correck conditions detrimental tc�timeky and proper completion of the Work. Do not praceed until � unsatisfactory conditions are corrected. 3.�2 INSTALLATIC�N � A. Install gypsum board in accorciance with manufacturer`s instructions. B. Fasten gypsum board t4 furring or framing with nails or screws. � C. P[ace square corner beads at e>cternal corn�rs and openings. Place edge trim where gyp�um � board abuts dissirnilar materials. Q. Instalf moisture resistant type at wet locations, ,� E. 9nstall Backing board type at all tub/shower cambinations. F. Insta�l R,C channel where indicated. � G. Install access paneis where show�on the drawings, as speCified �erein and as needed for a � complete and proper instalFation H. Install tile backer board at all showers and under all countertops that receive tile, stane or � marble. I. Contrador to verffy that all screws/nails are "+nvisible" adjacent to bath accessories after the � installation af accessories. J. Install exterior gypsurn sheathing as re�uired to achieve fire ratings where required. � Shepherd Resources, Inc.AIA 09260- 2 Gypsum Wallboard System � Permit Set- 03-22-Q4 � � � � HUGHES RESIDENC� 0305 � 092bQ �YPSUf�I WALLBOARQ SYSTEM � 3.03 JOiNT TREATMENT � A, Tape, f�ll and sand exposed joints, edges and cc�rners to a smooth surfa�e ready ta receive fnish. � B. Taping filling and sanding is not required on surFaces behind adhesi�e applied ceramic tile. C. P,t the campletion Qf and during instailation promptly pick up and remove from the warking area � ail scrap, c�ebris and 5urplus material. � 3.04 SURFACE FIN15H A. Veneer Plaster. Re: Room Finish Schedule, D8.0. (Trowel�e�cture) All expc�sed surfaces within � residence shall receive hand trowelled true veneer plaster with integral�olor. �inish text�re � sample boards shall be.produced and submi�ted for appraval by the Qwner/Arch�tect, Sample board size shall be 4'x4' minimum. Color of pCaster is td match a color with a value betweei� Sherwin Williams SWb386 Napery ar�d SW6385 Dover White. A�1 vene�er plaster surfaces to be � seaEed with �kon water base water repellent sealer. B. Tape and paint Re: Room Finish Schedufe, D8.0. All ex�csed �a�-age, Storage, and Niechanica! � Room su�faces shall receive trowelled drywall mud (smooth)te�ure and paint, �ini5h texture sample boards shall be produced and submitt�d for approvaf by the Own�r/,Architect. 5ample hoard size shali be 4'x 4' minimum. Paint coior of tape and paint areas 5herwin 1�Jilliams SW6386 � Na�ery. C. Finish all joints and wail surFaces to within 3" of finis�ed floor e[evation in preparation for�n'ished � base treatment where appli�able � 3 Q5 CLEANFNG '� A. Use necessary care to prevent scattering gyp�um wallboard scraps, plas#er, dus�and to prevent tracking p[aster materials onto floar Surfaces. Flace ade�uate prote�tion on adjacent fnish surFaces. � B. At the completion of and during installation promptly pick up anc� remove frorn the working area all scrap, debris and surplu5 material, �' END �F SECTlON � � � Shepherd Resources, Int. AIA D9260- 3 Gypsum Wallboard System Permit Set- 03-22-�4 � � � HUGHES RESIDENCE 0305 � � 095b0 WOO[� FL40R1�1G ` PART I GEN�R,f1L � I.01 SUMMARY � A. Provide wood filooring as shown an the Drawings, as 5pecified herein and a�s needed for a complete and praper installation. � 1.02 QUALITYASSURAf'JCE A. Use adequate numbers of skdled wQrkmen who are thoroughly trained and experienced in the � necessary crafts and who are campletely familiar with the specified requirements and the methods needed for proper performance of the work af this Section. � . PART Z PRODUCTS � 2,01 WDOD STR�P FLO��ING A. Main Level: 7 '/z"wide and 7/8"thick Knatty Ash Wood flQOring from Admont Natural F�oors, � supplied by Arrigoni, Inc. or approved alternate. Wood te>cture to be hand-plane�wit�,sl�gF�tiy eased edges and c�ustam stain and matte fnish. Match sample at Shepherd Resources, Inc. � Suppiier/manufacturer to supply layout drawing for appraval. No sleepers are desired. B. Wood flooring adhes�Ue to be Sika-Accu bond, g{�e down system with silent layer from Arrigoni, � Inc. C. Custom staEn and matte fnish. i n r. �U on sam !e selection �f �. Pro�ide I 2 x I� sampEes to be reviewed by Ov�rner/qrch�tect/Des g e p p by Qwner, provid�4'x4'finished sample floor to be approved by Owner/r'�rchitectJDesigner. � 2.02 OTH�R MATEREALS A. Pravide other mate�iais not specifically des�ribed but required for a complete and proper � installation as selected by th�e Contractar subject to the approval of the O�wner/Archited. 2.03 SUPPLIER � A. Adamant f�Jatura9 F�oors as supplEed by Arrigoni, In�. B. Or A�proved Alternate. � � � Shepherd Resources, Inc. AIA 09560 - I Wood Flooring Permit Set- ��-Z2-�4 � � � � � HUGHES Ft�SIDENCE 03fl5 09560 WOOD FL�ORING � PAf�T 3 EXECUTIQN � 3.OG SURFACE C�NDaTIONS A. Examine th� areas a�nd conditions under which wark af this 5ection will be performed. Correct � tonditions detrimental to timely and proper compfetion of the 1Nork. Do not proceed until unsatisfadory cond�tions are corrected. � 3.02 INSTALLATION A. Thoroughiy tlean the substrate, removing debris, dust and other foreign matter and leaving a � smooth surfa�e. B, Flooring ta be glue applied to s�b-f�oor s�stem. Cantract�r wi11 be responsible for sub-floor � preparation;. Radiant heat must be installed and in warking order for a minirnum of 30 days prior to install. � C. Anchor each p�ece f rmly inta position, drawn snugly against the pre�eding pie�e with tight matdng edges. � 3.a3 FINISHING A, Hand plane wood flooring with slightly eased edges, free from irregular�ties, scratches and � f�lemishes. B. Aft�r installing, rernove all dust, debris anci other foreign matter from the floor surface. � C. Custom stain with color(per Sample}followed by two�oats matte tinish. � D, Apply ma�te f�n(sh in accordan�e with the manufacturer's instructions. 3,04 PROTECTION � A. Cover the f nished work with reinfor�ed paper covering until all of the Work has been completed. lJncover at time of substantial completion in time for puncF� list preparatian. � END OF SECTI�ON � � � 5hepherd ReSOUrces, Ir�c.AIA 0956Q- 2 Wood Flooring � Permit Set- 03-2�-Q� � � � I HUGH�S R'�51DENCE 0305 � 0968 I CARP�7ING (WlTH PAD) �AR� I GEN ERE1L � I.01 SUMMARY � A. Provide carpeting and carpet accessories as specifed her�in and as needed for a complete and proper installatian. � �.02 QUALITY ASSURANCE A. Use adequate nurribers of skilled warkmen who are thoroughly trained and experienced in the � necessary cratts and who are completely farr�iliar with the specified requirements and the methods needed for proper perfarmance of the work of this Section. � PART 2 PR�DUCTS: 2.0 I CARPET (TBD) Sched�u6e to be provided. . � 2,42 PAD (TBQ) � 2.03 OTHER MATERIALS A. Glue - as recommen�ed by carpet and pad manufacturers. � B. Provide other materials not specifically described but required for a com�{ete a�d proper installatior� as approved by the Owner/Architect,'Designer. � 2.09 SUPPLI�R (TBD) � PART 3 EXECUTI�N � 3.Q I SURFACE CONDITiONS A. Examir�e the areas and conditions under which work of this Section wil! be perfarmed. Correct � condltions detrimental to tim�ly and proper compfetian of the Worfc, Da not proceed untii unsatisfactory conditions are corrected. � 3.02 PREPARF�TION � A. Ensure that substrate is level and free from irreguiarities. � Shepherd Resources, Inc.AIA 0956Q - 1 Woad Floaring Permit 5et- Q3-22-Q4 � � � � � HUGHES RESiDEfVCE 0305 096$I CARPETI NG (WITH FAD) � � 3.Q3 INSTALLATI�N A. General: � I Stretch rn carpet over rubber pad. 2. Fit carpet to buiit-ins and in dosets. 3. lnstall the pad ir� strict accordance with the rnanufacturer's jnstr�ctions, lightly butting Joints and providing a smooth underlaymertt. � 4. Scribe the car�et accurately to verti�al surfaces. 5. Aligr�ihe lines af the carpet, Do not use f II stnps fess than 6 in�hes wide. Lay al! car�et in the same direction. � E3. 5eams: Locate seams aut of the wa of y trafl�c to the m�imum e�rtent pa5s�ble. Fabr�cate seams using a buft joint and p�c�perly bead and seal. Da not stretch seams. � 3.d4 PROTFC`TIQ�I � . A. Provide protectian for installed carpet in the form af heavy non-staining paper or plastic as required. �� 3.05 SUB�PLUS MATERIAL A. �'rovide the Qwner with scrap carpet rerna�ning after the installation in the amount af 5% +/-of the total amount for each kind o#carpet. Stor-e as directed by the C�wner/Architect. � END OF SECTION � � � � � � Shepherd Resources, Inc. AIA �RSba- 2 Wood Flooring � Permrt Set-03-22-04 HUGHES R�SIDENC� � � � 03�5 09681 CARPE�IN� (1NITH PAD) � PART I GENERA� � 10I SUMMARY A. Provi�de car�etFr�g and carpet accessarles as �pec'tfied herein and as needed for a complete and � proper installation. 1 .02 QUALITYASSUFWNCE � A. Use adequate �nurnbers of skilled workmen who are thoroughly trained and experienced in the � necessary crafts and wha are complete{y familiar with tFie specifed requlrements and the method� needed for proper per�armance of the work of this SeCtion. � PART 2 PRODUCTS: 2.C1 i CARPET, Manufacturer: Carausel � Quality: Capriccio Collectian e'4� Pattem: 4-�I 40 Prism � Colar: TB� Typical � Color: TB�, Master Su�te Cantent� I(�Q%wool '�. 2.02 PAD (TBD) Z.d3 OTHER MATERIALS � A. Glue - as recommended by carpet and pad manufacturers. �, B. Provide other materials not specifically described but required f�r a complete and proper insta�lat�an as approv�d by the O�wner/Architect/Designer. � 2.04 SUPPLIER: Carpet Studio 595 South Broadway � Denver, CO $0�09 T— F— Cantact: Colman Kaf�n � PART 3 EXECUTION � 3.01 SURFACE CONDITiQNS A. Examine the areas and condi[ions under which work of this Sectian will be erforrried. Garrect � P �onditions detrimental to timely and proper completion of the Work. Do noi proceed until unsatisfactory conditions are corrected. � Shepherd Resources, anc.AIA 09681 - I Carpeting Permit 5et- 03-22-04 � � � � HUGH�S RE5IDENCE 0305 � D9681 CARFETING (WITH PAD) � 3,02 PRE�ARP,TIC�Iv � A, Ensure that substrate is level and free fram irregularities. � 3.(�3 fNSTALLATION � F� General: I. Stretch in carpet dv�r rubber pad. 2. Fi�car�et to buil#-ins and in cicsets. � 3, Install the pad in strict accordante with the manufacturer's instructians, Ilghtly butting joints anci prov€ding a smooth underiayment. 4. Scrab�e the carpet accurate4y to verticaE surfaces. � 5. Align the lines of the carpet. Dc� not use fi€1 strips less than b inches wide. Lay all carpet in the same direction. � B. Searros: �acate searns out of the way o�traffic to the ma�cimum extent possible. Fabricate seams using a butt joint and praperly bead and seal. Do not stretch seams. 3 0� F"ROTECTION � A. Provide protection for installed carpet i�the form of heavy non-5taining paper or plastic as � requirecl. � 05 �URPLUS MATERIAL � A. Provide the Jwn�r with scrap carpet remaining after the installation in the amour�t of 5°/a +/- of the total amount for eac� kind of tarpet, Stare as directed by the Owner/f3rchited. � END OF SECTI�N � � � � � SF�epherc4 Resources, Inc. AIA 0968 I - � Carpeting Permit Set- 03-22 fl4 � � � HUGH�S RESIDENCE �305 o�9aa Pai�v�iN� � PA�iT I GENERAL � I.01 SUMMARY � A. Paint and f nish exposed surfaces using the �ombination of materiafs as specified herein and as needed for a complete and proper installation. � B. Defnitions: I. "Paint," as used herein, means caating systems rnaterials including paint primers, emulsions, � epoxy, enamels, sealers, stains,fillers and ather applied materials wh�ther used as a prime, ii�termediate or�nish coat. I.02 QUALITY ASSURANCE � A. Use adequa.te numbers of skiiled workers who are thoroughky trained and experienced in the � netessary cra�ts and who are completely familiar with th� spec�fied re�uirements and the methods nee�fed for proper perFormance of the work of this Section. B. P�int coordinatian: � I. Use finish c�at materials which are compatible w�th the prime�oats actually used. 2. Pravide barrier coats over non-compatible primers, or rernove the primer and reprime as necessary. � C. Use only "Best" quality paint materials. � D. A pre-meeting with Arthitec�is required to discuss general �esign paramet�rs, specifie concems based on the Archit�ct's previous experience, and general questions fr�m the subcontraetor. 1.03 E�IVIRaNMENTAL CQNaITIOhJS � A. Do not apply solvent-thinned paints when the temperature of surFaces to be painteci an�the �' surroundi�g airtemperatures are below 45 degrees F, unless perrnitted by the materials manufacturer. B. Do nat apply paint in snow, rain, fog or mist; or when relative humidity exceeds $5 percer�t; or to � damp or wet surfaces. I.O� MAWTENANC� �' A. Upon �ornpletion of the work of this 5ection, deiiver to the Owner an extra sta�k equaling 5 � perc�nt of each �olar,type, and gfoss of paint used. Tightly seat e�ch container and IabeE contents and 4ocation where used. �. � Shepherd Resources, Inc.AIA 09900 - I Painting Permit Set-Q3-��-Q4 � � � � � HUGHES �tESIDENCE (?305 09900 FAINTING � PART 2 PRC�DUCTS � 2 01 PAINT MA7ERIA�S � A. P�inting Schedule is to be supplied by the Owner/Archite�t. B. Undercoats ar�d thinners: I. Use undercoat paint produced by the same manufackurer as the finish co�#. � 2. Use anly thinners recommended by the pai�t manufacturer, and use dnly to the recommended limits. 3. Use undercoat, f nish caat and t�inner as parts of a u�ifi�d system of paint f�nish, � C. All paint and prirrier to be water-based, 1ow toxiti . tY � 2,02 CQLOR SCHEDULES A. The Owner/Architect will prepare a color sch�dule with samples for guidance in painting. � 2.03 APP�ICATION EQUIPMENT- . � A. �Jse oraly equipment appraved for application �y ti�e paint manufacturer af t�se particular paint being used. � �.04 OTHEFt MATERIALS A. Prauide other materials not specifcally described but required for a complete and proper � ins[allation as selec�ed by the Contractor subject to the approval of the Owner/Ar�hitect. � PART 3 EXECUTION 3.01 SURFACE CONDIT{OIVS � A. Examine the areas and canditions under which work af t�is Section wiBl be pesfiormed. �arrect conditions detrimental to timely and proper completian of the Wor�C. ao not proeeed �mti{ unsatisfadory conditians are corrected. � 3.02 MATERIALS PREPARAT�ON � A. M�x and prepare paint materia�s in actord�n�e with the mar�u�acturer`s instruct'R�ns. 3.�3 P�EPARATIOhJ � A. Verifiy that subs#rate conditions are ready to receive work. � 8. Carrect min�or defeds and dean surfaces which affect work of this Section. Shepherd Resources, Ine.AIA 0990�- 2 Painting � Permi� Set- 03-22-04 � � '� HUGHES RESIDEIVCE 0305 a99oo Pai�vYiN� � � C. Remove or mask electr ical plates, hardware, Gght fixture trirr�, escutcheans and ittings prior to preparing surfaces or fnishing. � D. Gypsum board surfaces Fill minor clefects with latex compaunds. Spat prime defects after repair. E. Ga9�ani�ed su�fa�es: Remave surface ccantamination and oils and wash wvith saivent. Apply toat of � etching prirner. F. Conct�ete surfaces scheduled t� �e painted: Remove foreign rr�aterial. � G. Uncoated metal surfaces: remove scale by wire brushing or sandblasting. Prime paint after repairs. � H. Shop primed metal surfaces: Sanc� and scrape ta rem�ve loose primer, rust and ather foreign materials. Prime paint bare steel surfaces. � I. Interior wood to receive stain and fnish: Wipe off grit and dust, seal knots, pitch streaks and sappy sedions with stain colored sealer. � J. �nterior wood scheduled to receive#ransparent fir�ish: Wipe off grit and dust, seal knots, pitch streaks and sappy sections with stain coiored sealer. � K. Eacterior wood scfi�eduled to receive semi-tr�nsparent finish: Wipe aff grit and dust, seal knats, pitch streaks and sappy sectio�s wit� sealer. Fii1 naii holes wlth tinted e�cterfor caulking compound �, after prime coat has been applied. L. Use proper tools and technique when removing and replacing screws to assure that no � "boun�ing" or"stripping°occurs or�the screws for all finish ha�dware, If any "bo�nEing" or "�tripping" o��u�5, the screws shall be repiaced. M. Carefu�ly remove and adequately protect any hardware that is removed during the painting/'staining process. Any h��'dware that is damaged or blemished shall be replaced. - 3.04 APPLICATlON � A. Apply producEs in accordanee with the manufacturer's instructions. � B. Sand transparent fnishes fightly between caats to achieve the r�quired finish. C. Where clear f nishes are required, tint fillers to match wood. � G. Back�rirr�e interior woodwork to receive paint finish usir�g prime Raint. � E. Back prime interior woadwork sched�9ed to receive stain or transparent finish. � Shepherd 9�esources, Inc.AIA 09900- 3 Painting Permit 5et- 03-22-d� � � � � � HUGHES RESI�ENCE 03Q5 Q99Q0 PAI NTI NG � F. Each f ace, surface and edge of all �xter��r wood fr�ishes, exposed roaf deck soffits, runnmg trim, � door and windovv tr im, waod exterior doors and al! miscelianeous e>cterior wood trim to be fully sealed (all sides and ends)with sta�n pr�or to +nstallatian with the specified stains according�o the manufacturer's instructions. Un sealed woad expased by field cutting, tr�mming or sanding to b� sealed prior to installation. Particular care to be taken to assure all e�erior wood material is bac4�- � pr�med and c�t surfaces are sealed prior to installation,. Provide iwo appfications of semi- transparent stain, one application prior to installation and a se�ond application after installation, � G. First co�t of semr transparent stain on all interiar timber elemen#s, and assaciated wood trim to be applied to al! sides of waod prior to in�tallation, incluc�ing all entfs after cuts�re made. Second coat to be applied to exposed sides after installation. � H. The third coat on all gypsum drywalf finishes is to be brushed/rolled (no spraying allowed). � 3.05 PAI�`�JTING SCHEDULE A. E�erior metal, ferrous ta matc� adjacent surface: � I. Firs�t coat: Prirner . . 2. Second coat: TBD. e 3. TC�ird coat: TBD. � B. E�erior rnetal, galvani�ed: f. First eoat: Primer . � 2. Second coat: TBD. 3. Third coat: TBD. � C. E�cte�ior woad: I. First coat: Semi-transparent stain: �lympic 713, rr,atchine sample at Shepherd Resources, Int. 2. Second coat: Semi-transparent Stain: Olym�c 7 I 3, matching sampfe at Shepherd ReSOUrce� Inc.TBD. � D. Interiar flat wall aint: P - 1. On gy�sum drywall at light trowel te>cture � a. First Coat: Primer. b. Second coat: Sherwin Wiiliams SW 6386 Napery c. Third caat: Sherwin Williams SW 638b 1�Japery � E. (nterior woodwork, stain and finish: Provide sam le on � 4"x3�" wood trirr� sam le P C ) P I. Wood doors and runnir�g trirr�. � a. First coat: Controller , b. Second coat� Stai�- tfl rraatch sample at Shepherd_Resources. c. TF�ird Coat: Sanding sealer. � d. Fourth Coat; Waterbase dear flat sealer. F. E�cterior timber elements, exposed ro�f de�king, fas�ia and associated wood trirr�. Provide sample. � a, First Coat: Semi-transparent s�ain: Olympi�7I 3 matchin sarn le at 5�e herd Shepherci Resaur�es, Inc.A�A 0990� - 4 Painting � Permit Set- 03-22-Q4 � � �� HUGHES RESIDENCE 0305 09900 PAI NTI I�JG � F�esources, Inc.. � b. 5econd Coat: Ser�i-transparent stain: Olympic 7 I 3�matching sarr�ple at Shepherd Resa�urces, Inc., � c. Thir� Coa�� Waterbase clear flat sealer. G, Interior timber elements: F'rovide sample an(2) 8"x30"wood timber sample � I. First Coat� Stain—t� match calor of wood floor. 2, Se�ond Coat� Stain--to match color of w�od f�c�ar. 3. Third Coat: Clear Flat Waterbase Sealer. � �ND Of SEC710I`J � � � � � �` � � � � � � 5hepherd Resources, Inc. AIA 09900- 5 Painting Permit Set- 03-22-04 � � i � HUGHES RESIDENCE 0305 � 10305 F IC�EPLACES � PART I GEi�IE�AL � I01 SUMMARY A. Provide Design/Build true masonry freplace and pre-manufactured fireplace inserts as �hown on � the Drawings, a5 specified herein and as needed for a complete and proper installation. � I.D2 QUALITY ASSUR�,NCE A. Use ac��quate numbers of skifled workmen who are thoroughly trainer� and experienced in the � necessary crafts and who are compietely familiar with the speafietJ requiremPnts and the rnethods needed fc�r proper performance of the work af this Section. � PART� PRC7DUCT5 � 2,01 LNIf�G ROOM PRE-MANUFACTURED FIREPLACE (GAS LQG S�T) A. Manufactured Fireplace at Living: Isokern Fireplaces and Chirr�ney Systems, 45". Prefabncated � firepla�e inser� with permanently installed gas Vog set, I. Firepla�e, chimney and termination. 2. Fire bricic: standard �ream color � 3. Combustion air: Design/Build Con�ractor to provide adequate combustion air for proper fireplace ventilation. Re: Manufacturer's Instructions for requirements. Size of fireplace opening i; 9 5q. ft.-±- 4. Gas lag set: Hargrove, �riple faurner, gas fire logs with three �eparate burners to provide � realistic flame patte�ns. Owner will select�rom siandard Hargrove log set. Supply tnple bumer and log set of size p�oportionaE to fireplace. Switch and gas shut-off ta be located as directed by Owner/Architect, � 5. Wall switch as directed by Owner/qrchitect, b. Stone Veneer; TBD 7. Hearth: Limestane RE: Q4450 � 8. Electronic Damper system: rnanufacrture TBD � PART 3 EXECUTION � 3.(�I SURFACE CC�NDITlONS A. Exar�ine the areas and conditians vnder which work of th�s Section wiil be performed. Correct � conditions detrimentai to tirnely and proper completian of the Work. Do not proceed until unsatisfactory conditions are corrected. � Shepherd Resources, Inc AIA I Q3U5- I Fireplaces Permit Set-03-22-04 � � � �� HUGHES RESIDENC� 0305 10305 FIREPLACES � 3.02 I N STAL LATI C�N � A. Install fireplaces in accordance with the manufacturer's instructions. � B. 5ecurely fasten frarnes to structure. C. Aiigr� assembly plumb and level, free of warp or twist. � D. Verify location of fireplace ignition switches and (o�ation of f replace gas vafue control with � Architect at time of rough in. Ee Fire Brick within f re box to be laid in a herringbone pattern. � E. Cleaning: C{ean Surfaces after instaflation. Avoid damage to coatings and fnishes. Remove non- permanent labels from glass surfaees. � F. Proteetion: Proted freplaces�rom damage or detenoration until time of substantial completion and Punch List. � END OF SECTIQN � � � � � � � � 5hepherd Resources, Inc AIA 10305 - 2 Fireplaces � Permit 5et-03-22-�9 � � � � � HUGHES FtE51DENCE D305 I�830 ELECTRIC SHADES � PART I GFN ERAL � I.01 SUMMARY A. Provide window and door shades as shovvn on the Drawings, as specified herein and as needed � for a comp9ete and proper instalCation. � I.02 QUALITY ASSUP�,NCE A. Use ad�quate numbers of skilled workmen who are thoroughly trained and experienced in the 1 netessary crafts and who are completely famifiar with the specifed requirements and the methods needed for proper perform��ce of the work�f this Sectson. � PART 2 PRODUCTS � . 2.0I SHADES � A. Manufacturers: TBD B. Product: Roliing Fabric— Deployment 5ystem for Vertical Shades-TBD. � C. Models' TBD. '� 2.02 EL�CTRIC SHADE SCHEDULE A. Locations: �, I. South win�ows 'P' at living room, (3)shades required to cover sloped top windows 2. South windaw'0' at living room, (I)shade -� 3. Soutf� doors 'N' at living r�am, (�)shades � 2.03 OTHER MATERIALS A Provide other materiafs not specifically described but required for a comRlete and proper � installation as selected by the C�ntractor subject to the approval of the Owner. � � 5hephertl Resources, Inc. AIA i 0830- 1 Electric Shades Per-r�tit Set- 03-I 2-04 � � � � HUGHES RESI�EIVCE 0305 10830 ELECTRIC SHADES � Pa�T 3 ExECUTior� � 3.�I SURFACE CONDITIOf�15 � A. 'E�camine the areas and conditior�s under wl�ith work of this Section will be pe�formed. Corre�t conditions detrimental to tirrzely and proper�completion of the Wark. Do not praceed untii � unsatisfadary conditions are corrected. 3.02 I NS�fiALLA�I ON � A. Install the work o(this se�tion ir� stri�t accordar�ce with the manufa�t�rer's instructions. 3.03 SUPPLIERS � A. Krohn Coverings � B. Contact: Dan Krohn C, Pha�e: k-8�0-548-2373 � D. Fa�c: I-888-329-9524 � � EN�QF SEC�TION � � � � � � � Shepherd Resources, Inc.AIA 10830- 2 Eleetric Sha�es � Permit Set- �3-I 2-04 � � � � � HUGHES RESIDENCE 03Q5 I I I 30 �UDIO-ViSUA� EC�UIPMEI�JT(DESIGNBUILD) � PART I GENEFZAL � I.01 �UMMARY � A. The Owner is responsib�e to line up an audio-visuai system sup�lier and installer. Contractor or audio-visual system supplier and installer if seleded prior to drywall installation to provide audio-visual pre wire equipment as needed for a complete and proper instaflation. � B. The owner is responsible to (ine up a tel�phone system supplier and installer, Contrador or telephone system supplier and ins#aller if selecteci prior to drywafl installation to provide tel�phone � pre-�uire eq�i�ment a5 needed for a compfete and �roper installation. C. Computer and N locations. Ea�h TV and possib�e computer locatian to have �iG6 and CatS or approved alternate. � I,OZ QUA�ITY ASSURANCE � A. Use ad�quate numbers of skilled workmen who are thorau hl trained and ex erienced in the g Y P necess�ry crafts and who are�ompletely familiar witfh the s,pecified requirements and the meth�ds � needed for pro�er performance af the work of this Sectian. � PAR7 2 PRQDUCTS 2.01 AS SELECT�D BY THE OWNE� � A. The Owner wiil arrange to suppiy and install the equipment. � B. All wire and installation to be provided by the Contra�t�r. Layout to be design/build with Vail Electronics, In�. Vail Eledranics, Inc. ta provide layout for approval. I, Pravide Audio Visual prewire. � a. Upper Level: Provide pre-wire far Living: (5) speaker surround sound system, Dining; (2) speaker, and Kitchen: (�)speaker. Systern TBD. Locations TBD. b. Mid Level: Provide pre-wire for Master Bedroom: (5}speaker surround saund � system. System TBD. Locatians T6D. c. E>cterior Speakers: Loca�ions TBD. � 2. Basic Phone Syster�: C�ne general line{or the home. The study to haue or�e line for the computer, cane for the fax and one line that wauld a�t as an office telephone se�arate from the home s general number, one e�rtra line,five lines total. TBD, � � Sheph�erd Resources, Ine.AlA I I 130 - I Audio-�sual E ui ment desi n bu�ld 9 P � g ) Permit Set- �3-I 2-(?4 � � � � HUGHES RESIDENCE 0305 I I I 30 AUDIO-VISUAL EQUI�MENT(DE51GN/B�UILD) � 3. Security Alarm system and smoke detec�or/alarm: System to be designed and layouts � review and approved with Owner/Architect. 5ystem ta i�clude a remate un�oc'king system for Entry Do�r. Srnake detecrtors are to be located within each bedraom and at alcoveslhalls outside bedro�m and as required by cade5. All 5moke detectors are to be hardwired � together. Provide C�detectors and Low�emp d�tectors where need and required by cade. 2.02 OTHER M,4TERIALS � A. Provide ather materials not specifically described but required for a complete an� proper � in�tallation as seieded by the Contrador subje�t to the approval of the ArcF��tect. PART 3 E?CECUTION � 3.41 SURFACE CC>ND�TIONS A. Examine the areas and conditions under which work of this 5ection wiil be performed. Correct � conditions detrimental to timely and proper completian of the Work. Qo raot procee�d until unsatisfactory conditions are corrected. � 3.a2 INSTALIATlON A. I nstall the products of this Section in strict ae�ordan�e with the Ow�ers/Architect's direction and � the manufacturer's instr�ctions. �. Anchor al4 components frmly ir�to pasition. � C. Put each operating component through at least five complete o�erating cycles, and adjust as � needed to achieve optimum operating�tatus. � � EN�D aF SECTION � � � Shepherd Resources, In[. AIA I I !30 - 2 Audio-1/isuai E4uiprnent(design build) � Permit Set- 03-I Z-44 � � HUGF-�ES RESIDENCE � • 0305 � 11450-A APPLIANCE SCHEQULE � 1.fl1 APPLIAAICES � A. KITCHE�) 203: Range: Woif DF486 G 48"w/ 6 gas burners ancf a �Griddle. Oven is duel f�el, therrrral and convection with gas and a infrared � Br�iler. Finish: Stainl�ss Steel Range Backguard: Wolf#4$ island trim � Fir�ish: Stainless Steel Hood: TBD with remote mounteci fan Refrigerator/Freezer: Sub Zero 632-0 48"wfde side by side, no ice � mak�r. �inis�: Stainless Steel #rim, requires wood panei to match cabinetry and cabinet door hardware Microwave: 5harp R430 � 2-Qisposals: Insinkerator#777 SS wl air sw�tch 2-Dishwashers: Asko # D3250 F1 2- Heat f�amps� TBD � B. Wet BAR : � !ce Maker: Seotsman DCE 33 A- 1 BB w/ KHAND wl a wood panel � C. WINE: Cooler EuroCa�e Compact 100 wI glass �oor � D. LAU�JDRY 107: Washer: Asko #W6021 Frant Load Finish: White � Dryer: Aska # T701 Front Load �inish: White � E. 5ki Room Q02: Ski Root Dryer: (2) 4 Baot Drying systems verify model, model to Match owner supplied units. � F. �Jorth Deck: GriIL DCS BGB 36 - BQAR wl vinyl cover � � � � 1145a-A - 1 APPLIANCE SCHEDULE HUGHES RESIDEhI� � D305 � 1'i450-A APPLIANCE SCHEDULE � 1.02 SUP�'LIER � A. Discount Cabinets 8� Appliances, Inc. � 4081� US HWY 6 P.O. Box 8749 Avon, CO 81602 � T- 970-748-6442 F- 970-748-6449 Cantact: B�b Bozy�ski � B. 5ki �oot �rying Systems, ?,Ipine Toals � $5 River Road Bow, NH D3304- T- 643-229-1717 � � � � � � � � � � � 1145C1�A - 2 APPLlANCE SCHEDULE � � HUGHES RESfDENCE � • �305 � ��-A PLUM��JG FITTING SCHEDULE � 1.01 PLUMBING FITTINGS A. Kitchen 203: � Main Sink Faucet: Grohe Lady Lux with pu4i-out spray Finish: Stainiess Steel Prep Sink Faucet: Grohe Lady Lux with pull-out spray � Finish: Stainless B. W�t Bar: Faucet: Ann Sacks Monobloc Mixer, Benson � �inish: 1Neathered Brass C. Powder Roorn 106: Faucet; Mic� Guenivere wa�� mount lav with G1 lever handle � Fini�h: Aged Brass (needs to be plated) (*note: p�a teap — plated fo r�atch fauc�t) D. Master Bathroom 113: 2-Faucets: Altmans Ga#hic wide spread set with Beverly levers � Finish: Aged Brass Tub Set: f�itmans Gothic with B�verly levers and OsbQrn deck sef hand shower witl� diverter � Finish: Aged �8rass E. Master Shawer: Faucet and Head: Altmans Gothi�c with 8everly levers, '/z' pressure � balance valve and pressure balance valve set, 2 way diverter and a hand shawer on a bar Fin�sh: Aged Brass � F. Guest Bathroom 104: Faucet: Ann Sacks Benson Finish: Weathered Brass � Tub/ Shower Ann Sacks Benson Cancealed thermostatic shower system with hand shower Finish: Aged Brass � G. �uest Bathroom 004: �aucet: Ann Sacks Benson Finish: Weathered Brass � Tub/ Show�r Ann Sacks Benson Concealed therrraostatic shower system with hand s�ower Finish: Aged 8rass H. Guest 8athroam 006: � Faucet: Ann 5acks Benson Finish: Weath�red �rass Tub/ Shpwer Ann Sacks Benson Concealed th�r�nostatic shawer system � with hand shvwer Finish: Aged Brass � I. Guest Bathroam D11 Faucet: Ann Sacks Benson Finish: Weathered Brass � Tub/Shower Ann Sacks Benson Gc�nceafed thermostatic shower system � 75-A - 1 PLUMSI�JG FITTING SCHEDUL� HUGHES RESIC7EhJ� � 03C75 � 15-A PLUMBIhJG FITTING SCNEDULE � with hand shower Finish: Aged Brass � 1.02 SUPPLIER 1. Eurq Bath 475 South Broadway, Denver, CO 80209 � T- 303-298-8453 F- 3D3-298-�908 Contact: Leslie Ann Harvey � 2. Ann Sacks 54� South Broadway B-4, Denver, CO Sc?209 T- 3D3-282-9300 F- 30�-282-93'i 1 � Contact: Michelle �urry ar approved alternates � � � � � � � � � � � � 15-A - 2 PLUMBING FITTING S�HEDULE � � HUGHES RESIDENCE• � 0305 � 15-B PLUMBlNG FIXTURE SCHEDULE , 1.01 PLUMBING FIXTURES A. Kitchen 203: � Sink: Franke PSX 110-3Q-12 under mount with battom grid Finish: Stainless Steel Franke garbage disposer flange � Finish: Satin Nickel Prep Sink: Franke PSX 110-16 under mount with bottam grid Finish: Stainless Steel �' Franke garbage �disposer flange � Finish: Satin I�ickel B. Wet Bar: � Sink: Copper Bowl Rogue under mount Finish: Antique Brass Strainer: Copper Bowl Jr. basket � Finish: Antique Bras� C. Powder Room 106: Sink: Robert Jones Stringer Collection Large Vessei � Finish: Qark Amber with Dark Amber Lip Tailet: f'orcher Cala elongated bawl witF� wood seat color: Biscuit � Flush button and Hinges: Aged Brass (need to be plated) D. Master Bathroom 113: 2-Sinks: Bates Doreen under counter colar: Siscuit Tub: Ultra Ellipse Therrnv-Massueur under mounted � colar: Biscuit ('`nate: motor location accessi�ility or remote access) F. Master Water Closet 114: � Toil�t: Porcher Cala �elongated bowl with woad seat color. Biscuit Flush button and Hinges: Aged Brass 4need to be plated) G. Guest Bathroom 104: Sink: Bates Doreen under counter colar: Biscuit �, Toilet: Bates Doreen �nder eounter calor: Biscuit ) Flush button and Hinges: Aged 8rass (need to be plated Tub: Ultra Meridian 50 Thermo-Masseur under mount � C�lor. Biscuit (*note: motvr location accessibility or remote access} � H. Guest Bathraom D04: SiRks: Bates Doreer� under counter color: Biscuit Toilet: Porcher Cafa e�ongated bowl with wood seat calar. Biscuit Flush button and Hinges: Aged Brass (need to be plated} � Tub: Ultra Primv Salo thermo-Masseur under rr3ount color: Biscuit � (*note: matar location accessibility or remot� access) � � 15-B - 1 PLUMBING FIXTURE SCHEdULE HUGHES RE5IDEN� � d�� 15-8 PLUMB9NG FIXTURE SGHEDULE � � �Guest Bathroom 006: Sinks: Bates Doreen under counter colar: Biscuit � Toilet: Porcher Cala elongated bowl with waocf seafi color. Biscult Flush button and Hinges: Aged Brass (need to be platedj Tub: Hydr� Systems Ovation 6 jets whirlpool under mount � CdIOf: BESC�Jit (*nate: motor location accessibility or remote access� Guest Ba#hroom C3�1: � Sinks: Bates Doreen under counter color: Biscuit Toifet: Porcher Cala elongated bawl wikh wood seat color. Biscuat Flush button and Hinges: Agec# Brass (need to be plate�} � Tub: Ultra Primo Solo th�rmo-Masseur under mount color: Biscuit (*note: motor location access�bil�ty or remote access) � 1.02 SUPP�IER � � �. Euro Bath 475 5outh Broadway, Denver, GC� 80249 � T- 303-298-8453 F- 303-298-09�8 Cor�tact: Leslie Ann Harvey ar approved alternati�e � � � � � � � � 15-8 - 2 PLU�IIBING FIXTURE SCFfEDUL.E � � • ! � HUGHES RESIDENCE 0305 DIVlSIQN I5 - MECHANICA� � 15.Q1 �ENERAL PLUMBING SYSTEM (D�SIGN,BUILD) � A. General System Notes: I. Copper water pipe, isolated fram building frame ta reduce naise. � 2. Insulation on domestic hot and cold water supply. 3. Low-volume circulation pump on domestic hot water supply to pravide ready hot water at each tap. 4. Waters heaters or Boiier-fed heat ex�hanger'with storag�tank(s)pravid� in sizes required t� � pravide adequate hot water. 5. ABS plastic vent piping with copper pipe raof terminations, cast iron waste piping b�r�eath concrete s4abs and in noise sensitive areas. � 6. Floor drains in met�anical crawE space 000, and laundry I 07, Ski room 002, and Starage 0 I 3. 7, Six�rost-proof e�erior hase bibs. 8. Sprinkler stub with backflow preventer in mechanical room to outside. � 9. Provide icemaker bax at refrigerator/freezer, ice maker at D�r�ing, and Wine coaler in Storage 013, locations. I 0. Provide washing machine box a#washing m�chine locations, � I I. Gas supp�y furnished to 6oiler, water heater as required, range,fireplace, clothes dryers, and at terraces for gas grill�. I 2. Provide drip pans at humidi�catian equipment if not bullt into uni�s. � B. Plumbing Notes: I. Pss�re tidy, clean and professional quality caulking at all fi�ures. � 2, All lines to be run straight, square, �lumb. 3. Plumbing contractor shall confrm all 5upply rough-in locations and h�eights for iavatories, pedestal lavatories and toilets prior to raugh-in. Tailet supplies ta be located abave base detai! and placed on sede af toilet oqposite the prevailing entry int�water closet area to � r�duce visibility. Supply rough-ins shall not interfere with interior trim, w�odwor4c ar tile. �. Confirm vent penetration locations through roof prior to +nstallation. � 5. CJperate�a6ves, equipment; run fines clean, change all filters and screens prior to f nal tlean. 6. Plumbing contractor shall furnish and install access panels as required for plumbing equipment requiring a�cess and/or service. Access panels to be flush metal panels in metal jambs, painted � t� match adjacent walf Qr ceiling fnish. 7. Plumbi�g cantractor shall furnish and install an irrigation supply stub and batkflow preventer. Coordinate with the landscape contractor regarding size and lo�atian. � C. Peer Review- Design drdwings and calculations to be subrn�tted to Architect for a camplete peer review by an engineer. � I 5.�2 HEATING,VEf`�lTILATING & HUM�DIFICATI�f�I SYSTEM (DESIGN BUILQ) A. Heating System: High Efficient Gas fired muits-zane in-f�oor hydronic radiant heat systerri 1 throughout the re5idence. Radiant h�at pipe to be located in the cQncrete slabs, Eightweight concrete or Warmboard system. Supplemental heat to be supplied as required by the design calculatians. No radiant heat is ta be provided at mechanical raom, in storage 013 or under beds. � Radiant heat is to be pravided at all shower benches. �ones to be reviewed and approved by � Shepherd Resources, fn�.AIA 15- I Division I 5- Mechanical Permit Set- 03-f 2-04 � � � � HUGNES RESlDEi'JCE Q305 � ;I DIVISfON 15 - MECHANICAL pwner Arc�itect. Manifold IoCations to be coardinated w/Architect in field. Thermastats ta be � / within Endividua! ze�nes, lacations to be �fetermkned. B, Snowmelt: Gas f red system to heat parking, lawer north terrace, entry walk, entry terracP, � Master 5uite Terrace, nort� deck and south deck. Piping to be located in road base, sand bed, or thickset grout bed. Automatic system operation via sr�ow sensor or other approved means. � �y5tem to remain in canstant "idle" mode when nat in "melt" made. Final operat�on requirements are TBD. C. Humi�ification' To be provided througha�t home with the exception of Mechanital�rawl space, � and storage 013. Q. P,ir Canditioning: System ta be determined. Unit should air candition th2 upper levek, master � suite, and sauthern facing bedroom I 04. Location of equipment to be reviewed with C�wner/Architect. � E. General System Notes I . Include venting to alI bathrooms, water dosets, laundry ro�om, clothes dryers exhaust, kitchen ' range%ven exhaus�, water heater, boiler and other necessary flue vents. Z. Copper fkashings at all mechanical f6ue and penetratian locations on the roof and walls. �F. Mecha�ical �Jotes: � I. Mechanical Roorn to be located in basement sp�ace benPath Pantry, Kitchen and I�ining Room. 2. Design 5y5tem, generate and fumish heat Iass c�lcufations. 3. Furnish necessary temporary thermastats to control project prior to trim. � 4. Provide heating zor�e diagram and thermostat locations far approval prior to installation. Provide heat zone diagram, as built, for turr�over�o the Owner. 5. Replace all flters immediately following final clear�. � 6. Furnish and install access panels as ret�uired far zone valves, motorized dampers and othe�' mechanical equiprr�ent requiring atcess andfor service. Ac�ess panels to be flush metal panels in metal jambs, painted to match adjacent wall or ceiling finish. Locate in non-visible places � and instail to preclude interference with woodwork. Coordinate locations with ArchitE�[. 7. Mechar�ical roorn does need to be separated from remainder of residence by I HR rated construction. � G. Peer Review- Design drawings and calculations ta be submitted to Architect for a�omplete peer review by an engineer. � END OF SECTIQN � � � Sh�pherd Resourtes, lnc.AIA I 5-2 Division I 5- MecE�anicai � Permit Set- 03-I 2-04 �ar 21 200� 10 : �9AM Design ProjecL, Inc . 970-38�-fl053 p . 7 � � � � HUGHES RESIDENCE p3p� 15-A �'LUMBlNG FITTtNG SCHEDULE � 1.�9 PLCIMBING FITTINGS A. Kit�hen 203: � Main Sink �aucet: Grahe Lady ��x with pull-out spray Finis�: 5tainless Steel Prep Sink Faueel: Grohe Lady Lux with pull-out spray � Finis�: Stainless B. Wet Bar: Faucet: Ann Sacks Monabloc Mixer, Benson Finish; V11��thered Brass � C. Pawder Room 1 Q6: Faucet: MECa Guenivere walf mount lav with G'� lewer�andle �inish: A�ed Brass (needs ta be plated} � (*note: pea trap— plated to rx�atch faucet) �. Master Bathror�m 113. 2-Faucets: Altrr�ans Gothic wide spread s�t with Beverly levers Finish: Aged Brass � . T�ab SeQ: Altmans G�thic with Beverly levers and Osborn deck set hand shower with dive�ter Fini�h: Agec� �rass � �. Master Shavver: Faucet and Head: Altmans Gothic with Beverly leuers, '/2" pressure balance valve and press�re balance valve sei, 2 way diver#er and a � � hand shcswer on a bar Finish: Aged Brass F. Guest �athrvorn 144: � Faucet: Ann Sacks Benson �inish: V1/eathered Brass Tub/ Shower Ann Sacks Bensvn Cancealed ther�ostatic shower sys��m with hand shvwer � Finish: Aged Brass G. Gu�st Bathroam D04: � Faucet: Ann 5acks Benson � Finish: Weathered Brass Tut�/ Show�r Ann Sacks Benson Cancealed thermasfaiic shawer �ystem with �and shawer � F€nish. Aged Brass H. Guest Bathroam aQ6: Faucet: Ann Sacks Benson F3nish_ Weathered Brass � Tub/ Shaw��Ann Sacks Benson Cor�cealed thermQStatic shower system with �and shower Finish: Ag�d Brass � I. Guest Bathraam 4� 1 Fauce#. Ann Sacks Benson Finist�: Weathered Brass � Tub/ Show�r Ann Sacks Be�san Conc:�aled thermastatic shawer system with h�nd shower Finish: Aged Brass � 15-A - 1 P�UMBING F'ITTING SCHE�ULE � Mar 21 �QQ� 10: 49AM Desi �n Praject, Inc . 970-384-�093 p. 8 � � � HUGNES RE5IQENCE Q30� �5-a PLUMBING F[TTING SCHEDLILE � 1.02 SUPPLfER � �. �uro Bath 475 5o�th �iraadway, Denver, C�0 8Q209 T- 3[}3-298-8453 F-�43-�9$-0908 � Contact: �.eslie Ann Harvey 2. Ara� Saci�s 545 South Braadway 6-4, Denver, CO 80249 � T- 303-282-93D4 F- 303-282-9311 Cont��t: Micheple Curry or appr�ved al#ernates � � � . � � � � � � � � � 15--A -2 PlUMBING FITTING SCHEDULE � � Mar 21 20�4 10 : 49�M Design Prflj�ct, In�. 97a-384-OQ93 p_ � � i � HUGHES RESiDENCE 0305 � t5-B PLUMB(NG FIXTURE SCHE�ULE � 1.01 PLUMBING FIXTURES � A. Kitchen 2D3: Sink: Franke PSX 11 b-3�-12 under mount with bottam grid Finish: Stainfess Steel � �rank� gari�age disposer flange Finlsh, Satin Nickel Prep Sink: Franke PSX 110-16 under maunt w�th kvttorn grid Finish: Stainless S�ee� � Franke garbage disposer flange Finish: Satin Nickel B. INet 8ar_ � Sink: Copper Bowl Rogu� under maunt Finish: Antique Brass �tra�r�er. Gopper Bc�wi Jr. bask�t Finish: Antique Brass � C. P9wder �aorn 1�fi� Si�k: R��ert Jar�es Stringer Col{ectic�n Large Vessel Finish: Dark Amber with Dark Amber Lip � Toilet: Por�her Ga1a elongated bowl with waod seat caldr: Biscu�t Flush buttor� and Hinges: Aged Bre�s (nes�! tv� be plated) IJ. Masier Bathmom �13: � 2-Sinks: Bate� Dvreen under counter color: Biscuit Tub; Ultra E�lipse ThermaMassueur under mounted �olor: Biscuit {*note: mo#or lacatican ac�essibili#y a� rernote access) � F. Master Water Claset 114: Toil�t: Porcher Cafa elongatad bowl with woad seaf colc�r: Biscuit Flush button and Hinge�� Aged Brass (need to he �lated) � �, Gues! Bathrvom 'f 04: Sink. Bates Doreer� undar counter GoJar: Biscuii Tvilet: Bates Doreen under counter cvior: Biscuit } � Fl�sh tauttor� and Hinges: Aged Brass (need to be plated Tuia; Ultra Nleridian 50 Therma-Masseur unc�er mount Color. �iscuit ('�n�te: mator Ivcation accessibility or rarnots access� � H. Gu�st Bathroom Op�; Sinks: �aEes Doreen under counker color: Biscuit Tafle#: Porcher Cafa elongated bowl with wood seat color: Biscuit � Flush button and Hinges: Aged Brass (nee�i ta be p�ated� Tub: �)ftra Prirno Solo tF�armo-Masseur under mo�nt colvr. Biscui� � ("nvt�: mo{or location accessibifity ar remate access) � � 1S-B - 1 PLUMB[NG FIXT�IRE SCHEDU�.E � Mar 21 200� 10: 49�M Design Pra�ect, Inc. 970-38�-0�93 p_ E � � � HUGHES RESIDEN�� Q�� 15-g PLUMBING FIXTURE SCHEDULE � Guest Bat�ro�m dD6: � Sinks: Bates DQre�n under counter colr�r: Biscuit Toflet: Por�her Ca�a elongatsd bowl urith wood seat c4iar: Biscuit � Flusf� �utton and Hi�ges: Aged Brass (n�ed to be plated) T�b: Hydra Systems Ovation 6 jets whiripool under mount calor. Biscuit (`nate: motor Ivcafion a�ccessibility or remote acoess} � Guest Ba#hrQOrn 011; Sinks: Bates Doreen undar coun#er calor: Biscuit Toilet: Porcher Cala elongated bowl with wood seat �olor: Biscuit � Fl�sh �utlon and Hinges: Aged Brass (need to be plated) Tub: �lltra Primo Sol� t�ermaMasseur under mount calor: Biscuit � (''note: motor Iocation accessibility or remote aecess) i.p2 SUPPLIER � 1. Euro B�th 475 South Broadway, Denver, CO 8a2029 , � �- 303-298-8453 F- 3�3-298-Q9(?� Con#a�t: Leslie Ar�n Harvey c�r approved alterraative '� � � � � � � � 15-e - 2 P�UMBII�lG FIXTUR� SCHEDUL� � . � � � � � HUGHES RESIaENCE Q305 DIVISION I 6 - ELECTRICA� � 16.01 ELECTRICAL SYSTEM DESiGN/F3UILD) � � A. General System Notes: I. Provide adequate electrical serv�ce, capaciry to be canfirmed by contractor. Z. Copper service and wiring thraughout, aluminum cabl�ng and wire will not be perrnit�ed. Outlets, � switching and f�xCures to be located as indicated on the drawings and as required [�y the IRC. 3. Intrusion se�ur�ty and fiire protec�tion system,telephone prewire, and audEO/visual prewire are TBD. 4. Provjde stereo spealcer horr,e runs from central IQCations ta a minira�um af I 6 speaker lacations. � Locations are TSD. B. Electrical �lotes: � f , The drawings indicate the minimum required electrical �omponer�ts. Electncai contractor shall indude ali boxes, receptades, switches, wiring, [omponents and interfaces required by Eode or as necessary to provide adequate power to all equipment,fixtures, appliances and dther such � companents. �. Electrica! contractor sF�all confrm locations of all equipment and fixiures fumished by others and requiring power prio�to rough in, 3. Switches and receptacles to be Lutron- Ma�str�, and Qiva with Claro w�IlpCates � 4. Ali interior lightir�g to be controlied by a minimum of one dimming switch. 5. Exhaust fans to be switched sep�rat�ly, with a standard switch, no timers are desired. � 6, Provide power to all electric/motorized shades at Living Raom. 7. Provide power ta motorize window operators at living/desk area, stair A, and at dining. 8. Electrical cor�tractor shall confirm locations of a!I required power for heat tape 9. Electrical contractor shaE!confirm locations Qf all roof rim heating roof ice melt system located at � eaves. System to be Bylin Engineered Systems, Local sales rep. CCS Sales Associates, Inc. 2323 5. Tray Street, Suite 4-205 � Aurora, Co 80�I 4 Phone: I-3Q3-368-8 I OD � 16.02 A'LL�WANCES A. Pravide an allowance for electrital associated with�ir conditianing of upper level, master suite and � bedroom 104. � END OF SECTIOIV � � � Shepherd ResQUrces, Inc.AIA I b-I Electrical � Permit Set- 03-2Z-04 � � � ��_�� -� � � � � �� j ST�ONE VENEER _ � � � � � � m i �.�YV3 SIM. / EW3 SIM. � % ELEV. = 106' - 6 3/4° � � , ,° � Q / g��r � � �� u� . � �� ` P ' ` {C � STUNE P�tVERS � � �' ON C.ONGRETE ° 5TEP5 , � � , , � � _ 9 _ o � D_ ' P_ ' p � . � � � v _ v � �,o-" p GOPIGRETE , � , �OU�#PATION _ o - V�t,4LL � 9 ', D_ \ o p. W 0 1 v 4 � �� Q 4 , ° � . � . P _ P_ Q _ o- ' �' \ d �\ � � v_` � q ' '� ' � . � ° � SHEPHERD RESOURCES INC !AIA � � � ° HUGHES RESIDE'NCE 0305 _` D _ RETAI f�J 1 N G WALL ` , A E� PERMIT SET . n , a a � -� FOUNDATION D�ETAI�S � �ETAI L AT EAST STAI R �° - ' ° - ' D SCALE: 3l4��_ ��_a�� 03_�2_� D2.� � �----J � IE SIM. �_�i� �II� SlM. � F I R� R?.T�D � � M�GF+ANIGAL G�RAWL �PAGE a�o � i wa �� EXk5T9NG G�NGRE7E V�LL EXPf�I�SI CJH Mr�TERI AL � e T.f?.�UNG. � E�EV. = 10�' - IC? I/�4" {81b8'-5 V�") � IW3 SiM. IFIE SLOPE 7Q DRAIN � � a � d a v B�DRQOM 4 4 C�C.�3 � �Q °� o ° ° °° °° � °° ° ° ' °a a; o� D Q � o � O p po p Q �� rol C o � O� u �� F � — co �� °o a — — O � _ — _ __ _ — __ � �a ��—� � �—a � �=� � �--�-� � �—� � �-� � �_� , �� —i�i—i i i—r i�—i i i---i a i—i i i—I I 1=1 I I h1EW L�WE�R LEV'EL T.p,GO1�lG. { I I � I' � � E L E\l. = G Q'-O" � �W! Y BASE g: a/�" 15QL�TION � � JD1NT � T.O. E}CISTINC� FDDTING � � IFIE �LEV. = V�F�I�'� � � 1 � � eQ � � � � �; a �°�� ° ° °�o�? �_ ° �� ° � � �� ° �a� ^ 6� O � 0�.' l J � � I � �: � . � � 06 �o° � � � d o � �° oa Q J� O o 0 O �� .�, �_��,�� °° o ° o �o a o�� °�°o� � _ :: o0 0 �°o ° o o�o� o � o o �� : �o � o o O oo �, 000, o0 O o a c�q o°Q Q °� � °�� • °° � �° � Q� � ��o � g �=1 ! I-1 I -1011--I I 1�-`1 I I I I I - o D o�fl a a �o o� , i ; — �._._� — � !—I � � � � I�� —��I--� � ��-_-� � �_� � °°� o� O O �. �� ,� ,�� a;�,,�.,�.� I � I� I � � � � � � i � � � � � �—� � �— �6 °°� o � SHEPHERD RESOl1RCES INC 1 AIA o �o a�Qo � GRANUL�R FILL NUGHES RESiDENCE 0345 0 00 0 0�00 � PERMIT SET � SECTI�N THRU BEDRO�OM 003 �ou�voA-riarv ��Ta,i�.s & M E�HAN I CAL C RA1NL SPAC E SCALE: 1 I/2�� _ ��-o�� 03-��-0� � �I�. � � � � — � IWI � �� ,�T� �-- ,-zz�. 006 � �~� BASE IWIB �L�. � 150L,�TIOM JOI�JT �. � « � �X15T{Nl� L4WER L�L T.a.GCaNG. �, IFIG �L�V. = 104'-C7" � Br�TH � .. oo� -�� . _ � - .� � �� a � � �' s: EXISTING GONGi�T� SLrttB PI�W L.OWER I��IlEL T.�.GO�iG. � ' ELEV. = 9G'-D" . ,� . ...�. �.v.. ..,-� ��,�,�n �-_:-�-.—. __.. �F.� e�w.,v „y,:.p.. �� L �� d I�IE �� a � � 1 .., - i�� ._ _ �. �.:I�� a ._ _ , . . . , . . , . _. •.__. , ;- . a � - � �. .. . .� . • . ; .. � '� Q4 4 � �C —f I I-�—.I..i�., , w . . .. .. a a l I-=1 � 1= � a o 0 0 0 � d I=� I I�GRAhIULA�2 �ILL �� ° a°O a Q � ° °°a �. I ! I—I —o � o Oe o0 0o Qo o � ��a — �— III IIl I�II � 1 I-1 I I�I I I�I I I_I I i-1 I f�l I 1=1 I I I� I 1=1 I I—I I I--1 I I-' ��I I I��I I I��I I I��I I li��I I I�;�� I ��i�I I I��I f I��I I I�;fl I I��I I I��4i� � � � � '� � SNEPHERD RESO�JRCES INC!AlA � MUGHES RESIDENCE 0305 NE'W / E�CISTING TRAI`�1SITIC�N AT PE�,MIT S�T FOUNDATiON DETAILS LaWER LEVEL FLC70R SLAB SCALE: I I/r�= ��-o�� o3-z�-4� D2.2 � � BE OM � T.O.�INISH GFZADE 003 — � ��. _ �03� - -� �r�„ � T.�.GDNG. (816G'-C�") �L.E�J. = i43 — �" �t a I^104D P�N�LING ON �° �'� � 9 - T.C�.GQNG. W,4LL5 � 45 _ ' - Il�- - � WQ�4I� MATRE55 DEGK �lE SIM. IY,��* ° a El^L� � SHIM AS�REC�I�D d � � , � ° a _ � d� � d Q d 0 o P � �Ca 21 � ��`Qo.� ��ro �� • ��,6 EWI � �6 �O OroD �e�� ° � d I�`QI4-111=11� III�II�III�.III�I �Il��l il�i3 � i I I—i I I=i I I�I I I E i I—I I 1=V J—f I I I I I---I I 1,- ° � � � � I�I I I-1 I I-1 I 1 I 1 I-1 I I_I I I– I 9 i 11-1 I f—� G(�ANULf�R �ILL d ° y�� Y�l� a d � � i50�ATiOhI JOiNT � ° T.D. FC�QTING �X4571NG GONGRETE ° ELE1(. = I�D'-O 3/4" WA�LL � � � — aa d a �OF�� , � 4v � n I�EW LOl^�R LE1J�L T.O.G NG. � �, /� E�EV. _ �q'-O° � �" , a ° � �38°° (816-�'-�i I/4") I I � ° � �� ° ° � I l � = m �70�� o B ° °b� °o°°�r ��, �°° _� _ � �, T.p.STONE E�iI1�D a �o � �� ,�.� ��7.,.. oo a�,�o�o � �� f EL�4�. = Gt8'-b 3/4�, o � o� o � �o o (8164'�") .,, �a, � O �000eo a Q ( � � -�� o��o�`�o °�° a °�°� I f O �Q° I 1=1 f . - � � � O��o b � � I ..�.�.,�. �s.�.:.�� ° � � � � I � o�°c��C,�c� !/2" (r-.�OLATIOhJ JOIIVT� I I I I �Rf�I�ULA�R FILL � I STAtR B DRAII� � I I I DDWNSPDUTS AND I � I SITE DRAIAI TD BE I I GDLLEGTED INTO , I I � � ONE PIP� ?�IVD I � I I p/�Y�IGHT�D aN I I � � NORTH 51 DE OF 51 TE I 1 C I 1� � I � f I I I �-�� pF FOOTING � I T.�. �O�TING — — BEYOND � I I EL.E�/. = 95'-2 3/4" � � I T — � — — T — L" — — —� � SHEPHERD R�SOURCES{NC/AIA I � � I HUGFiES RES�DENCE Q345 � I I I I PERMIT SET L - - - - - 1- - - - - -- - - - � -- - - - - - -� FOIJNDATIOh! 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T.O.GONGRET� � , " o � c �L� '-5 I/4„ � ° �-- � �' ° � P � �o Oop � � � � � I I—C� °� � a � ° EF3 SLDP� TO DR.AIN= -=_� 1 �Ti� oo�@o� f/4" PER I'-�" _ � �� I I=I � oC7o °a��oOD a ' - - I I I—I I � 0 4 �� ,—,� � �� I� _ � �° Q � � —� — o ` A I_ p �jao O O°a °� � a�o 0 II—� II I � � `.�p`� o OQ o � O '� O o a 0 � � � I -_I I I--�f � I- 4 �°Q � �° Q� o O Q � o O � .ifi�II ►- �� ° � _ _, � I 1=1 I I�I I �-{1 I I-f1 I -1 I I-1 i C-1 I I-1 I I�I I I-1 I I- � � I ��I I I I 1 I I I I C I I I P I i 1 1 I I I I I I I I I I I I I I I I I 1 I I � I I I I I I �I 1 I I I I I I I I I � � C�P.,4NULA�: FILL � 1� � SHEPHERD RESOURCES IhJC(AIA HUGHES RESIDENCE 0305 � PERMIT SET BC7TTOM SECTIOIV THRU EXTERIDR FC7UNDATION D�ETAILS SCALE: I I JZ" = I'-0" 03-22-04 ,� �TAIR TQ L�WER LEVEL ��.�r � � , • � ��/ „�� _� � �_��__ � _ _—�� \� �r ��z�,�,�� '` �� 1 � � � r ,% , �-�- r �� _ � _ , �� , - _ _ � � a �� _ i j� � �� - 1 �r J a T.�. sTOt*!� - ,��.. ELEV. _� 105'-S 3/4" ��! ��'� � I I"-� � (BE�tI -4 � �_- ��_��_ �� —_ � �� C F3 � � � . � • �� 4 � 4 � � � � � _ � ��. � � � � �OO O� aO�O 4 � � O � V o v d �� 6 . _ . O �p °6 � —I I I�I P I— � I—I k I—I I I—I I � o 00 6 � _ _ _ `� O o 00o Q6o o a p a ''��""II �—� � � -� � � � � �- � � �=I � c �L �o°�° iii—i � i ii—i � i iii °6 a � -� � �—� � �—� � �—� � �— ° e � o� q q ° � -III�� If� � ��-�-��i � l�I �no� o o a� � �. .a ,: I I—I I _�o � o o � ' � I_--I�I- _ � , GRf�NULF�R �ILL � �;I I I I E 1-10� �° �o� . -� I �,�I I I—°_i �o�o�a° ° � �;�I11�_ a �� o �o —III Q a6�o�o0 I �� I I-1 I o�� ' � I_I I l_ � � ` �=111— '-11ii� � 1� � SHEPHERD RESOUR�ES IhJC 1 AIA � HUGHES RESIDENCE 0305 P�RMIT SET TUP SECT14f`J THRU EXTERI�R FOUNDATIOIV DETAiLS SCALE: I 1/2" = I'-0" 03-22-04 STAIR TQ L�WER LEVEL ��.� �; � � � � � — � �� T.O.STQN� ELEV'. = 108"-5 3/4'� � (bl?4'-I"J � T.DSTONE I'-d" �LEV. = 10�' 7 I/4" SLOP� {8113'-2 I/�") STRUGTURE � � _ ,-:- ....,.. •.-.,..., :. :�..� :: :_� .;:• .. I'-U" EF3 ��_p�� Q. - : ' � , - a � .. . . �_�} . . .. . _ . _. __ �.� �_ 4 d 4 �d e fG8 �i. 1 Y � P � �-,� � d o �� o Op,Q�C _ u� _ . a a,. h p,a � �c,r��`o�Bo 8 EGH,4NlGP�L GRAV� SPAG� � . °°ed o d� �Q °° rJ,�P o � � :.;..i�' a o(p�o �� al.I I I I I�CI I I�I�I�Iy a 4 � d q� �a ��, I I I—I I I—I!ITI I I�I I I _ i�..-d+:.�-.• � � 4 O �O�� o O�Ood',� �I�I I 1—I I I�I I I—I I�—I I I 4 ' o . �) ClO ! p � - O�a df o �b a.�l I I—I�I—I I I—I��I I I I I I . " �oflo� �`�° i��E�—��l—��i��y��l�l— g d a , °° a� °�oQ�' .��I—I I I—I I�—I I I--I I I—I I I—I I 1=I I'' d- �,p� ��II I I f�l I l�l E 1=I i' , ° IWg S°O�o^O a�� O�P� Q o'��_��I I IJlI I—I I I—I II—II' d —i��—i��° �� —i�i—iii �� ii-111=1lI IIE—IlI—i' a k I I�!I I_! I I I- !I I�I I I—I I 1-1 I I-1 I I-1 I I�I I 1-I1 I I�:'' /� a —I I I- I 1 I—I I�—I�I—I I I—I I I—�I I I I I.-�'I�I—! I I`.i "Z l d ' �I I I�I I I—I I I �I I I I I—�I I—I I lil I I—I�I I—i I I- . . 4 �� —��—I�� _�� ' �—��—��(- �V`��—�� I—�I�—�I I—�I��=A�I=I I� I I I—�I I- b iii—iai__i�i__i�i—Ti—i�i ii—iii_ � a � _ � ° � � ° � e � a � '� � SHEPHERD RESOURCE� I�iC/AIA HUGHES RESIDENCE 0305 � SE�TION THRU ENTRY TERRACE PERMIT SET FOUNUATIC7N DETAILS STAI#� TC3 GARDEN LEVEL SCALE: 1�� = ��_o�� o3-z2-� � �Z.7 .4 � � I'-4" r.a.srot� w� � �v. = ni�--r �i�a• ` —�� terr7�-s�°1 � i[ � �� . �d� � � �— � � , �� J� ��`—�� EY� SIM. EI^D SIM. �_�� C�.._ STONE VENF�R ,J _ — —�� '�°-� �� - �,�� D�.l �� - � - �� ❑�� -�---� � � �-r r.o.sror� ��--� �L � ELEY. = 108'—� 3/4' � �� (81�-4'—I') � � �1�� '� �� `; �F3 � � � f� — - — - �' ( 1 � � � � IGS EW44 � � IW2 � � _ � �� , ._� — — — — — — — h1�GH,4NIGAL GR�hiNL SPf�GE � � � — � T — — � — — — — T.D,CrOhiG. � EL�V. = 102' — 10 I/4" � (SI6B'-5 I12") IFIE — — — ----- — — SLQ�E TO DRAI� — _ _ _ _. — e ° � a � �� e a d d.. �" _' � -'� _ q �d - . . � . . a. � � . - ° o .a_ � d .v d e � � � � . ° - , d - d . e v a4 tl '� . � a ° q . - - , . � d d a $ � a I � — — — — — — --�— — — � . � SHE�NERD RESOURCES INC 1 AIA ' HUGHES RESIDENCE 0305 �ECTION THRU ENTRY TERRACE PERMIT SET FOUNDATION DETAILS T�J E�CTERC�I� STAIR ' S�A�E: 3«��= ��_on o�_�2_� a�.8 � � STON� GA T.(�.ST�OKE W,4LL E�EV. = III'-� 3/�" � �8177'-�") ST��L B4X � WQVEN G4PPCR LATTIGE T.D.B�NGH � STONE Gr4P EI��V. = 10�{'-f0 3/4�� _ (S E�15'—fa") �� m� � E� EW4 / � � � Vf{�I�5 —�F � SLc�PE EF3 STRUG-fI�RE .4.STah! } ,� E1��V. = 10�?' 7 I/4" : , . ..:.::. .... .. ::.:.... : . 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V 4 d d 4 � d d d � �d Q d a � � Q d v �1 � Q � .4 � - �°a �� 150LATION JOIhIT �-- q a . � , SHEPHERD RESf�URCES I�1C/AIA HUGHES RESIdENCE 43Q5 � SECTION �fHRU S�UTH TERRA�E PERMIT SET FQUNDATIOhJ DETAILS WA L L & B E N C H SCALE: I�� _ ��-aj� 03-22-04 � D2.9 � � � � �� i -4 STCC�N� GA�P � T.C?.STQ�I� WALL m EL�V. = Il!'-rt 3/4" _ _ (8I�1�1'-�"� � - �� i �u � 2n � � � h� �� f � GY'4� - ' . �!`�l� r`1�I'i. _.—� �_ � � � � � � � � � �' � � I � � �� SLpPE E�3 STRllGTUR� � � -- - _ � � � _ ��- � EG2 � � � � I I�/-�N l/ - � �� f� L'� �,� �C�� ,�- �� i SF�EPHERD RESDURCES INC/AIA ' HUGHES RE5IDENCE 0305 PERMIf SET � �OUNDATIC�hJ DETAILS � SECTI�N THRU ENTRY TERRACE SCALE: I 112��=��-�� 03-22-a4 ��. I il/ � � - -- _ , - - � ' UP, ER EVEL T.d.SUB�LDOR � EL V, 118'-6 I/4" (Sd '—I�I/�") I � T. .S11 �LOQR i E ��. II8'-6 9/4" EF� ('8 84"- - SLOP� ST�UGTUFZE I/8" P�R �D�� , - -- 1 I - - - � -- � � � y � � 1 � � � I �� I � � l y � � � V�f8X31 FU(Z GEILING ,45 IG9 EG (SEE STRllGIURf�L �G2UhRED DRAWINC�S) IY`1� � � 12X2C�.°1 B�I�IND W I�XIQ EW6 � - -- (5�� STRI�GTURF�L DRA4^ll NGS) � -- �� — A SECT�aI� THRU D��R , ; � �� __ B SECTIC�('� TWRU GUARDRAIL ' s�o� ��8° �R �oaT � i � � � EG 1� ' G 12X20.7 (SEE ST1:iJGTl�RI�L SHERHERD RESOURCES INC/AIA ��`�� HEJGHES RESIDENCE 0305 � SE�TION THRU 50►UTH DE�IC PERh1ET SET FQUNDATIC7N DETA,ILS AT UPPER LEV�L SCALE: I��_ ��_Q�� o�_�z_o4 �1 D3. 1 � � � � � �� NEW UNIT 7 �DOF �� $ ��=� SUR�I�G� TO ALIGN WITH 2 I/2 �- ` � ROOF SUR�,�GE �dF UNIT 6 � �',�5� � - � �I� � — �� ' � � —�_=— �a��. �L,�SHING —��f� � GRAti/EL STC7 ATG�I � I EXI IGF+T AND � IN(�MSI�MS , � �� h" GOPPE \ „ � 2x6 WD TYP� X GWB AT �� FASG1.4 - UNDERSIDE 5�-iEAT1�lhl� WITHIN 4'-a" �F PA�RTY � 1�^lD WALL F,�SG1,4 NC3TE: AT NORTf-fiEf�ST GDRNER WF-i�R� I G2 � UI�IT 7 ROOF A�IC��15 1NITH L+NIT 6 E}�eVEI��SGIA, P�QVIDE F�.SGIA M,�4TGH�NG F,�SGIA M„�'..TGI�ING UNIT 6 �PtSGI A �----� I W2 EW6 � � � �' � SHEPHERD RESOURCES INC!AIA , HUGHES RESIDENCE 0305 EAVE AT 2 I /2: I � PITCH ROOF DE AI�S � AT SC�UTHEAST R�C�F SCALE: I IlZ�� = ��_o�� 3_22_0� ��.0 � , � � � � 1 �� ' � ' EW6 �IAL.E_ AT EAST SIT�E G7F UPPER NORTH DEGK � SE� �A�.I R3� � , -f - 2 I/2 �— �� " _ �� - _� � � _�-- � �� - i _ � �__ GaPP�R �L�+SHING `�- , � � � `� f�__ � 6'" GOPPE� GLITTER � RE: TO'ROOF PLAN 2A2.1 ' �4R LQG,qTIONS 2x6 WD I �� FASG I�A - -�y ! 2x10 WD � FI�SG I?� L i �GI �W6 (SIMILAR) a I� � � 8" GMU W,4LL � t SHEPHERQ RESOUftCES IhJC I AIA HUGHES REISIDENCE 0345 � EAVE DETAIL AT 2 I /2: I 2 P�TCH ��RMIT SET ROOF QETAILS VW'ITH SHEET �C�PPER RC70F SCALE: I Il,z�� = ��-o�� 03-22-04 � D4. I � � � � , , / � �� , / j �/AF�!�S 6 , � �� SEE �A2.1 / ��f� � ��` :` �� RI A � � � �- `" �/ � ' � �, GaPP�R FLp+SHING j i . � � � �" � � . , � 6" GOPP�FZ C�IiTTER � RE: 70 RDO� PLAH 2A2.i �� FO'R LCJGf�Tl�NS � i� � .; �x6 YdD ` I G� � F�.SC,I� %'; 2x10 - FASG1�4 � - IV�l2 EG I � EY�ib � 1 '� � SHEPHEFtQ RE54URCE5 INC 1 AEA , HUGHES RESI�ERICE Q305 PERMIT SET � RQOF DETAI�S TYPICAL EAVE DETA�L AT 6: I 2 PITCH scA�E: � irz°= i�-�� 03-22-�4 D4.2 � 1 � � � , � � � Pf�OPERTY I�!�i� `� GAP ANp l^WLL ' ��h115H PER UNIT 8 U�TAIl�S . , 1�IP+ , GDPPE#Z� ' I.• ' �LASHiNG " e j - a . ,d � '�, i a.a . . �. f . _ . � �: � � \ � � � � - �� : , . . � TYP� 'X' GWB AT . UNDER51 DE OF RDC�F , ' SHEP�THIIV� IF ROCJF IS , . WITHIN 4'—O" Q� P�R1Y W,4l�L d� . I �G� , .• . a,:. I WIE (2 HRS FtRE YL�,TED 1�1}�LL � � GC�NS�GTI DN� . � , � 1 '� ' SHEPHEftD I�ESOURCES IFJC 1 AIA �-IUGHES RE:SIDENCE Q3Q5 PERMIT �;ET RAKE DETAI L AT 6: I 2 PIT�H ROOF DETAILS AT UI�JIT 7 / UNIT $ PRC�PERTY LIIVE scA�E: i ir�t�� _ ��-o�� o3_2z_o� � D�4.3 � � � � � I� �� ' I° , RIA � SEE �AZ.I �' V��RI ES GOPPER�� _ , F�ASF�ElNC� - - -- - - - - - � � �� I �x6 V�iD � �,45G I A � � _ ; �x10 WD � � � - � �ASGIA � � -KV --' �- TYPE 'X' 6WB A7 � UND�RSIDE �D� SHE/�THING �� 2x1� R�OF STRUGTL�RE TO I� WIT+ilN -*�'-C7" OF P,hR7Y B� GUT DDV�[N A7�KE 1'VALL � PR4��GTI�N I G� I W� � EGI EWh � � � 1� � SHEPHERD RESOURC�S !NC/AIA � HUGHES RESiDENCE 03fl5 PERMIT SET � RUOF D�TAILS TYPICAL RAKE QETAIL AT b: I 2 PITCH SCALE: I I/Z�� = i�-o�� o�-z�-o� D4.4 � ' _ � 3,_�� _ i � i" ' ��_ , �I �i�" E Wb � /�` A: ' j� ' BIJILT-UP ROC3FIh1G TO BE EXTEhJ1�ED UP WaLL �� f�Np 01r'ERLAPP�D WITH I^1,4TERPf�00F ,-�� ` MEMBRAt�E. WAr�PROO� MEMBRAN� ro �-� EX�T�EN 2 -6 ,4BOVE RC7�F SI�RFAG�. ' �`�� PROP�RTY LINE � �� '� � ' ;�` ` NEW BALLAST�D BUI'�T-UP R�OFING SYSTEM TQ � BE 71ED INT� E�ISTING UhiIT b �RuOFINC� WITH�UT � � EXT�h1I�ING �QI�STRUGTIOI� B�YOND TI�� PRpPERTY L6N� � �-�EAD REMQ�,/E E7�:1 STI N6 / FLAS�iING �t�D GOUNTER ��1571NC-� � UNIT b RO�� FLASHING �LA�iING � GC)NSTRUGTION � �� TG��REMf�IN � � REMC3V� Uh�DI��1iRBED � � � ��,� � EXISTItVG � F,45G1,4 � °�3 �b�� c� .°�' °��'° ��o � �� , -- - --- - � �� - --- - - ' i � , � �� I u 1 � a � � �. � ; � . � , i � TYF'E 'X' GlNB ,4T . a. UNI7ERSIDE OF SN�ATHINC� � G� . I INITHIN 4'-0° OF PARTY +� � WALL ' i WIE--------- �. (2 HR5 �I RF ° 1 ' "�TED W,4LL I ' GOhISrt�?UGTIONI �'-01 � ' KEW 4" GMU EXISTIN� � � � I STl1GG0 a��„�I 1 , -. � 1� � ' SHEPH D IRESOURCES INC/AIA t-jUGH S RE:SIDENCE 0305 � SECTIC�N THRU NEW R�C�F P�RM17 '.�ET FQUND��TIDN DETAILS AD A�EI�T TQ E�IST�f�JG UNIT b RC�OF scA��: � �r;Z�� = ��-o�� 03-22-D4 � ��.�r � � � � ' ' I� �� 2 1/� �� - � �� —J� � S�E 2A2.f ' ��`�'8-- �" "�� f- - ��- 4Rf E — - �-- � � f ��`�-�-1-- _,`= � GOPP�R �LASHING � -�= _-��_-..-�' � �r�,vE� s-rop �o , - _ MP,TGi� EXISTING � � �� F�fGHT �4ND ` � D I MENSI C�MS l 6" GOPPER GUTTER - / RE: TO RC�aF PLf�N 2�42.1 . _ ' FOR LOG�TI01�5 � G� �� I . � nF� �x� �t�t� hIOTE: AT Uh�D�F�SIDE � FAG51,4 AT UIV17 � ROoF THAT ?.LIGN�a r SHEAT4-iING AT INITFf UNIT 6 EAVE/F.fi,SGlf�, PROVID� • � R44� V�11THIhl F,45G1,�4 MATGHI�G F�,S�IA Ma4TGFElNG , ' ,' 4'-O" OF PA�TI' UNIT 6 FA,S�IA WALL � • I W3 LQGA�TiON OF F,45G1,4 AT , � f�i��5 WITH Na D�H,4NG . . . . �� GNN �GI - ' � EV�46 . . < ` � � '� � SHEPHERD RESQUf�CES INC/AIA ' HUGHES RESIDENCE 0305 EAVE AT 2 I /�: I � PITC� RO�F PERMIT SET � ROO�F DETAILS ALIGNif�1G WITH UNIT 6 R�Q� S�CALE: I I12��= ��-a�� 03,22-04 Q4.8 1 ' �� .', /!'`�, �, . � . � :�.%� /% `-��n;�; ��- �'� 6 `� =_x�/''' %- 3'" =�' � � �� RIP. � ,ij�! _ f " �� !�� , � � � � ' � � �J� ' � ' � ��I � �� - � � �� , GOPPER F1�r451-�INC� �� ( � , ` � 1 � � � � � , , \'� 1 , � � 6" GOPPEiZ GUT� ,� � � I ` I �� PRD P�RTY L E I�� I � ' ' fg TYP� `X' CaWB / � f�T UNDER5IDE I OF S#�EATH I KG �x6 WD � WITH[N 4'–C7�� FI�SG1,4 - OF P�4,RTY ° WALL ' 2x10 WD � ��45G 1,4 � I G� ' �G1 –SIMILA`R ' d' ADD 2 LATERS DF �XT�RIOR C�WB ,�T lJ�IDERSIDE O� DININC� D�RME �\ . ��— �r�Dl1R EAST EAVE RATE�) � - �, EW6�4 — -�, �, EXTE�RIO�R GWB TO B� USEC� IN _ � PLAG� O� PL`r'W44D SHE,�«THING �� ' • " � }�T THIS I�LL , ��-6�„ �� ' .�–BEAD FLf�SHIFiC� AND GQUNT�R - FLA�F+II�tG t . � �t 1 a 'd -- _ � . 4 �. d ,a ( I . /�/ , � .i � � • '� ' t• ' �� I G� NPE 'X' GWB AT UNDER51F?E QF SH�ATHI�lG WITHI�E 4'–O" OF Pf�RTY V�lAl�1.. ' .'d . I WIE S�IEPHERD RESOURCES INC 1 AIA � - (� �-#RS �11� RPtiTED 1^I�LL GC)�IST�UGTIC?t� ��G�IES RESIDENCE 03t15 � EAVE DETAIL AT 6: ! 2 PITCH PERMIT SET ROOF DETAILS EAST WALL O F D I N I�I G Q�R M E R scA�E: i i��" = i'-o�� 03_22_�� a�.� �,�EL � �„ � I -� - � 1 m � ' r � T�JP ELEVATIO►IrJ A 3�� 3�� ' �„ �� ST�EL GAP ST��L GAP � —� �� —ic`I � , �t 6 112�� JC 2'� STEEL TUBE �t I I/�'° X �" � STE�L TUBE = — I,LI' � �" I/�11 � �9E , STE�L B.� � ST�EL BAR ;� � �J, � 1 _ �t m m � � �. m �t' � � � � GOPPER LATT�G� �� '� ,� �i2° x �°� � �r�„ X �,� S�E�L TlJ6� STEEL TUBE � �EF�B SLOPE STRUGTURE SLUPE STRllGTtIR� _ I/8" PER FUOT � 5�� I/8" PER FQOT � 5'� ' ' � �G� �G2 �1 � SC�UTH DE�K I�IpRTH AND MASTER DECK A B SHEPHERD RESOURCES INC 1 AIA ' HUGHES RESIDENCE 0305 PERMIT SET ' STAIR DETAILS G UAf�D F�AI L D ETAI LS SCALE: I Il2��_ ��-o" 03—Z2-04 a5.o i ' � � , � � �� II" 1 � TM � �� S' I F2 � 1 �� , -�- ' . �� LOWER L�l/EL � = T.Q.EXISTING GONGRETE ELEY. = IOG'-O�� ' �� IFIG {g165`-� I/4"� , �� .�� _-__�:� ,.�, . � .�.� .��. . �� ._�,�� .�:��,�,��;,�„��._.��..�,.TS�.:.�� . . �� EXISTING �� GONGRETE ' FLO�R ' ' 1� ISHEPHERD RESOU€tCES INC 1 AIA HI.I�H�S RESIDENCE 0305 ' PERMIT SET �TAIR DETAILS SECTION THRU LOWER LEVEL & STAIR A SCALE: I 1/2��= ��_o�� 03-22-fl4 � D5. 1 � � ' ' 1 � - , � � � I� � I � �� • — — — � � � � - - �� , . �,� �,� IWI� � (2 HRS FtRE�R�4TED �L I I � . G01VST�UGTIOtJ� I / , — � � � / , _ � - -i II" � f � � � I F2G r � t . I � � / T.d SU�FLOO� I ELEV. = l04'-4 I/8" . � � � 3�� (816G'-II 3/S") � / I 1 - � �ti � — 1 s�� i � � � � � . i . � � � � � `� ' = � # _ ' /� � 1 1 1� � SHEPHERD RE50URCES INC 1 AIA t HUGHES RESIDEtVCE 4305 SE�TI�hI THRU L�'WEf� LEVEL PEI�MIT SET ' AT STAIR A STAIR DETAIL� SCALE: I 1 I2�� = ��-�n 0�✓-�2-�� .� � ' � � � ' ' �� 1 i 1 1 ,,,, � - 3�� . __ ,.. ' �� — T.O. EXISTIMG SUBFLOc�R / � EL�'. = I C�8'—b I/�+" I�2G (&l74'—I I/�") � � — ' � — — — I l �4 - - - � �� - I I I I IGI � — —. s i I � � - - - - � I � f � �, � � s 1 I f ` i / SHEPH�RD RESQURCES INC/AIA HUGHES RESIDENCE 03Q5 � PERMIT SET STAIR DETAILS SECT��N THRU MAII�I LEVEL 5��,�E: � �� _ ��-o�� 43-22-04 � Q�.� -_------------- ------------ , � � � POP-UP N U1V1�" T� BE LOGATED � � � WIT�IIN TF�� Wf�LL . GO-�RDI�IATE � � 7 WIT�I A/ti/ GdNSULATANT � ; / i ' / � � ,/ � � �� / � - � �� % ; IWIB IWIB -'° � f ' � 1 / ' � / ' � ' � � � � � ' � � � � f ' � � � / � � � � � � � � UPP�R LEVEL T.O.SUBFLaOR ; . EL�V. = 118'-6 I/4" � � (8184'-I V�") � E I/8" BLC?Gi�ll� 1�2G � � ' — 1 � � � � — , �LD��iI�G ____ — — — � 1 � ' � � — — — � � � I � ' � - - � � IGI 1� � ' � � /� SH�PHERD R�SOU3tCES INC!AEA � � � � HUGHES RE$IDEIVCE 0305 SECTION THRIJ STAIR A & ��RMIT SET i STAIR DETAILS T1/ N 1 C H E AT LI VI I'�►1�a �4 I seA�E: i i�2"= i'_o" o3_za_o4 a3r .� , � � � � � � UPPER LEVE�. T.O.StJB�LOOR �� ELE'�,/. = I I S'-6 1/4" (8184'-k I/2") IF2G II" � - - _ � , , �� , , � I , r � - \' � � i F2G � r � � � � � �IG� �� r � : , � �� D��JR I OS �� SHfPHERD RESQURCES IhJC 1 AIA HUGHES RESID�NCE 43fl5 � SECTI�N THRU STAIR A & I'ERMIT SET STAIR DETAILS UPPER LEVEL S�CALE: 1 1/2�� = i�_o�� a3_az_o.a � �.�.� � � � � �. � I I'" � 3�� I �� UPPE�R L�V�L T.Q.StJB�Lf�c�R � �y ELEV. = kD4'-II �f/I6'" uy�q, , � t- I�2G . . : . � � �� IGI � . ' � � � �� SHEPHERD RESaURCES INC/AIA � HUGHES RESIDENCE 0305 SECT�C�I'�J THRU STAIR A & PERMIT SET � STAIR DETAll.S UPPER LEV�L SCALE: I 1'2° = i��o« a3-zz-o4 D5.b � � � � � � I � �� I � � � 3 �� I��G ' ' IT�Id3 r' I��G �� lGl � � IW? � � � '� � SHEPHERD RESOURCES INC J AIA HUGHES RESlDENCE 0305 � PERMIT SET STAlR DETAiLS S ECTI O N T H RU LAN D I N� AT STA I R A S�A�E: � ��z° _ ��-o�� 03-22-d4 � a'�.� � � � � � � D� R 1�8 �� I I k, � I 3�11 � ✓ � � I 31 _ � 1(� . . , - � . �I � �� I \ � , _ . .. . .. �V� � �� ' - . ...�.-- "' ' � � � � / � pOOR 013 � �� l SHEPHERD R�SOURCES iNC I AIA � HUGHES RESEDENCE 0305 SECTION THRU STAIR A & PERMIT SET � STAI R D ETA1�S M Al N L EV E L �CALE: I I l2�� = i�-o° o�-z�-aa ��.� � � � � � HUGHES RESIDENC� 0305 WINDOW SCNEDULE Permit Set 03-22-04 � WINDQIN NOT€S: LEGENd 1) ALL ALUMINUM Cl_Ab WOQ� W WiCi►h wINDOw�51ZE5 AR[QASED ON � Neight � ROZZ1.MANUFACiIJRER TBD. L LegS 2] REFER TQ ELEVATIONS FOR �� Left Leg OPERABLE UNITS ANa MI�TIN BAR R� Right Leg CONFIGURATION_ R Rpdius � 3� ALL pPERABLE WINPOWS'fp BE PROVIDED WITH$CREENS. ' � MARKS UNIT SIZE(W�cH) ROUGH C�PENING DE�AILS REMARKS � A (2,I) 2'-4"x 2 'I ! 3/4" B 9'-5 I I�32" x 6'-I 0 'lz" 9'-5 7/�"x 6'-I I° C 7'-I I I 1�3Z"x 6'-I 0 '/�° 9'-5 7/8"x 6'-I I" D (I,I)2' 2"x3'6" _ , � . 7'-I I I I�3Z"x 7' 2 '/�" 9'-5 7/8"x 7'-3�� F SEC D6.I B SEE D6.I B D6.I B � G SEE D6.I B 5EE D6.I B D6.I B H SEE D6.I B 5EE D6.I B D6.I B I 9'-5 i I f3�"x fi'-I 0 '/�" 9'-5 7/$"x 6'-I I" � � (2,�)2'-4"x 5'-0„ K (I,I)Z'-2„��,�,� L (2,i} I'-6"x 2'-6" 3'-0 '/�'." x 2'-6 '/z" '� NE (I,I)2'-0"x 2'-d" N I 2'-2 I/I 6"x 9'-2 'h° i 2'-2 9116"x 9'-3" Alternate man�facturers � to be determined. O 3'-0"x 9-2 '/�„ P SE� Db.IA SEE D6.IA D6.IA � � (�,I)�'-6°x 2'-6" 2'-6 '/�"x Z'-b �/�„ R SEE Db.GA SEE D6.IA D6.IA 5 9'-5 I I/32°x 6'-I 0 '!�" 4'-5 7/$°x 6'-I I" Aiternate manufaeturers � ta#�e determinecl. � � � Shepherd Res�urtes, Inc. AIA Q6.0-l Window Schedule Permit Set- Q3-�2-fl4 � � � � HUGHES RESfDENCE 0345 ,� WINDOW SCHEDULE Permit Set 03-22-04 WINDQW NQTES: LEGEND � i) ALL AWMINUM CLAD WOUD � Width WINbOwS SIZES ARE BASED ON H Height POZZL MANUFACTURER TBD. L l.egs 2) REFER TO ELEVATIONS FpR LL Lefi Leg � OPERABLE tJNITS AND MUTIN BAR R� Right Leg CONFIGURATION. R� Radius 3' ALL OPEiZABLE WINDOWS�Q$E � PROW€DED WITH SCREEN5. � NIAARKS UNIT 5lZE(WxH) ROUGH OPENING DETAILS REMARKS � 5EE Db.I B SEE D6.I B D6.I B � U SEE D6.I B SEE �6.I E� D6,I B V 5EE Db.I B SEE D6.I B b6.I B � W SEE Db.I B SEE D6.�A D6.I B � X 5EE Db.I B SEE Db.I B D6.I B Y SEE Db.I a • SEE D6.i a. D6.I A � Z SEE Db.IA SEE D6.I A D6.I A � � � � � � � � Shepherd Resources, Inc.AIA Db.O-� Window Sched�le � Permit 5et-03-22-04 � � -,� • ,==� �' • � ��- � � � _ �` � � _--- �� - ' - � � �-f �� -== -=--;_ f�� ' ��. �� _ � � � - � � � m --- - - � � � --=_- � - , m � � t � � �'-I" -- I 3�_�� { 3_�� I ��_�� L L L � 3��7�� _�� '-�" �'-�� _ _— � a m �� I � �- - ,-f 1 � - � = �� oj___ _�, , o R � � / .� � � � � � . �r ,� _ o , � m Li_I/��n II_`y 41 �1_O�II \ � � I V �� ` �'-3�� l'-II�� I'-ID�� _a�� _a�� 1'-ID�� d — O ry � � � � � � 5HEPHERD RESOURCES INC 1 AIA HUGFiES RESIDENCE 0305 � PERMIT SET WIhIDQW DETAILS WIND01/V TYPES SCALE: kl2"= I'-0" 43-�2-04 � ��. I � ��-i ��-i° � =��r � � —� � _! , U _� '� - — 2'-6 ' � � � �� f � I'-10�,�� 3,_��,� � � - � �. � � v � , ` � \ / \ / i � �� --- , _ � 10 2-I 2-O 2--I M�TAL � GLADDING -�� 2�� _ O o �I'-10�� 3�_b�� I'-I�� m � � � � � �� .� � _ i -io� . i -a� i -ica� �„ �„ � H � , � i ^]IT/11 �tl �'—��" L C1 � N � , \ � ` , / � � r BE�,/EL,ED � f - � �L �e� � � i � E �SED � � O VIEW � � F� / � � � o '� d `,� META�L � \ DO�R IO� � ❑� r � GLADDINC� � b — A \ �� II �� \ I SHEPNERD FtES�URCES INC!AIA � HUGHES RESIDENCE 0345 PERMIT SET � WINDOW QETAILS WI i�l D01IV TYPES SCALE: 1/2" = I'-0" 03-22-04 D6. I � � � � ��-'� I � � EW6 SH€M AS�Q'D. � I VV2 SE,4L�4NT A�f , PERIMETER � � R��lJRN G T � + L� M�G. KER w � H E,�4D �' � � � � � � � � W�QDD 51LL AND APRON �B�LOI^l� 3�� R�TURN GYY��iB TO MFG. KERF � 'R.4. = Uh1lT SIZE + 1,�2" �C SHIM ?.5 REQ'D. i W2 � -� - -- -f(`! , � � �� SEALAt�T AT �w� PERIMET�R � �AM 6 �" 6 � W � ry N � SHIM AS`R�Q'[�. z � � u Bf�G4CER Y�OD � �� EAL,4NT � ' WOOI? SILL WOOD APRON � WATERPRO�� N�MBRANE TC> '� � O`�/ER�f�P AIR I�I�ILT-RATI�N � B�tRRlE'�C AHD EXTEND 00/ER 4� �O�H SILL � SHEPHERD RESt�URCES IhlC!AIA � 51 LL ��6 HUGk�ES ft�SIDENCE 0305 � PERMiT SET WINDC)W QETAILS TYPI�AL 1N11`�JDC�W DETAIL scA��: � uz° = i�-o° o3-z�-a� � ��.� � � � HUGHES RESIQENC� U3U5 � DOOR S�HEDULE Permit Set 03-22-04 NOTE IE�END 1� CDORDINATE THIS�CHEDULE WITH CL Closet Latch PR Pair � FLC?OR PLANS.BLDG ELEVS,BLDG �� Entronce Lock PRL Privacy Lock 5EC�5, WALL SECTS,AND DETAI� GL Glass SDT Single Dummy Trim BdOK F�C7R LOCATIQN,SIZE,AND M Multi-door Unit Fi Th�mb Turn �OQR SWING. �A Not Applicable TBD To Be Determined � 2) 51ZE W/H/T DOES NOT INDICAT� PCT Pockei Door WD W'ood RD�1GH OPENING DIMEN510NS;IT PL Passage Latch ONLY DESCRIBES THE GENERIC 51ZE �F THE DOOR. � ��l 5EE b7.1 FaR�dOR TYPES DO�R LOCA�IC�I�! TYPE- MATL PR/ SI�E W/H/T FRAME QETAILS HDWR REMAWCS ' �p SEE 7.1 M M,ATL � LOWER LEVEL 000 MECHAMCAL WD (2) I'-$"x4'-6" �'�/D � CRAWL SPACE 00 f CLOSET WD 2'-0"x 7'-0" 002 5KI RQGM W� 2'-8"x 7'-0" � a03A BEDROQM 003 Wp 2'-6" x 7'-0" � d03B BEDR,OOM 003 WD 2'-6„x 7' 0" 00�+ BATI� WD 2'-4"x 7'-0" OOb BATH WD 2'-0"x 6'-8° � 007 CLQSET WD I'-6"x 6' 8" 008 C�05ET VVU 2 2'-0"x 6'-S„ 009B BEbR40M WD 2'-6"x 6'-8" , O IOB BEDR�OM WD �'-6°x 6'-8" 01 I BATH W� 2'-b"x 6'-8„ 012 CLOSET WD Z 2'-6"x 6'-8" � 013 STORAGE ',ND 2'-S"x 6'-8" Threshold, weather strip door insulated panel � maunted to interior of the doar i � 1 1 � Shepherd Resources, Inc.AIA C77.0-I Door Schedule � �ermit Set-03-22-04 � � � � � HUGHES RESIDENCE 0305 D�C7R SCHEDU�E Permit Set 03-2z-44 � NOiE LEGEND 1) CaORDINATE THIS SCHFDULE WITH CL CloseS Latch PR Pak FL�OR PLANS, BLDG ELEVS,BLDG EL Entrance Lock PRL Privocy Lock 5ECTS,V+lALL SECTS,AND DETAIL GL Glass SDT Single bummy Trim SOOK FOR LQCATIQN,SIZE,AND M M,ulti-door Uni1 Tf Thumb Tum � DOC3R�WING. �A No1 ApplicabEe TBD To Be Qetermined �) SIZE W/H/7 bOES NOT INDICATE PC� Pockef Door WD Wood ROUGH QPENIf�G DiMEN�lO�iS;IT �� Passage Latch �NIY DE5CR18E5 THE GENERIC SkZE � OF THE DOOR. 3� SEE D7.1 FOR D�OR TYPES � � �Q�R LOCATION TYPE- PRA SIZE W/HJT FRAME DE HDWR REMA�iKS Nd SE€��t A M MATL T.AI ' T L5 L MID LEVEL � f 00 CLQSET WD 2 2'-I 0"x 7'-0" 601 CLOSE i Wp I'-Pd"x 7-0" {fl2 CLOSET WD (2 I-i 0"x 7'-0" � I�3 EN TRY WD 3'-6"x 7'-d" Glass to be beveled I" See D6.I b I 0?A CLOSET WD 2 I-I 0"x 7'-0" � I p48 �EDROOM WD 2'-8"x 7'-0" f OS BATH WD �'-4"x 7'-b„ F06 POWdER WD 2'-0"x 7'-0� � 107 LAl.1NDRY WD 2'-8"x 7'-0" k08 A.LCG�,�F WQ 3'-b"x 7'-Q" I 09 CLflSET WD 2 2'-0"x 7'-0" � I I OB M.BEDROOM WD (2)2'-I O°x 7'-0" I I 2 I�.CL05ET Wd 2'-6°x 7'-�° I f 3 M.BATH WD 2'-6°x 7'-0" � I l� WC WD 2'-6"x 7'-�" ' � � � 5hepher�l '�esources, Int, AIA D7.Q-2 Door Schedule Permit Set- 03-22-04 � � � � HUGHE� RESIQENCE 0305 � RJOM FINISH SCHEDULE Permit Set 03-22-Q4 LEGEN� � M�TES I See Drawings for watl fype locations CONC Concreie SS Stain csnd Seal CPT Corpet STN S1one CT Ceramic Tile TSD To Be Determined ICP Iniegral Colored PEaster 7F Tape/Paint S Seal WD Wood � NO ROOM NAME FLaOf� BASE WALL CEILING REMARKS � MAT/FfN MATIFIN MAT/FIN MAT/FI�I L�WER LEVEL 000 MECHfWICAL CRAWL C�IVC�S vVa,55 TP CC7NC/TP � SP,ACE 001 CLdSET CPT WD/55 ICP ICP 002 SKI ROQM STN WD/55 ICP ICP , 003 BEDROOM CPT Wd/55 ICP ICf' 00�1 &4TH C7 CT ICP/CT ICP 005 ALCC�'VE STI�1 WD/55 I�P I�P , 006 B/•'1TH CT CT ICP/CT ICP 007 CLOSET STN WD155 I�P ICP 008 CLOSET CPT vVD/55 ICP I�CP � 009 BEDRC�O('� �PT WDI�S ICP ICP 010 BEDRUOM CFT WD,55 ICP ICP 0 i I 8A7H CT CT ICP/CT ICP � 012 CLOSET CPT WD/55 ICP ICP 013 ST�RAGE CONC/5 WD/55 TP 7P Insulated panels on wall and ceilirr s � STAIRA 5TN WD/55 ICP ICP � � � � ' � Shepher�J Resourceso Inc. AIA D8.0-I Raom Finish Schedule � Permit 5et- 03-22-04 � � � � , HU�HES RESIDENCE 0305 RDOM FINISH S�HEDULE Permit Set 03-�2-�4 � LEGEND NOTES 1 See drawings fo�wQll type locations C�NC Concrete SS 51ain and Seal CPT Carpet STN Sione C7 C�ramic Tile TBD To Be Deiermined � kCP integral Colored Plaster TP Tc�pe/Paint 5 Sea! WD 4Vood � NO ROdI"I NAME FLOOR 2�SE WALL CEILING REh'�ARKS MAT/FIN MAT/FIN MAT/Flf*i MAT/FIN � �"11D LEVE� 100 CLOSET STN WDlSS ICP ICP 10 i CL�SET STN WDJ55 ICP ICP � 102 CLQSEf STI� WDI�S ICP ICP 103 EhITRY 5TN WD155 ICP ICP 104A CLOSEf WD WD,55 ICP ICP � I b4 BEDRO�M WD WD/55 ICP ICP 145 gATH CT CT ECP/CT ICP I�6 PQWDER 5��1 'wD�S ICP ICP Ib7 LAUNDRY 5TN WD/5S ICP ICP ' 10$ ALC4VE STN WD�55 ICP ICP I Q9 CLOSET CPT WDi55 ICP ICP I10 M.EEDROOM CPT WC�55 ICP ICP ' II1 ALCfl"JE CPT Wpr55 ICP ICP 112 M.�Lt75ET CPT WDISS ICP ICP 113 M.BATH CT CT ICP ICP �� 114 WC CT CT ICP ICP 115 SHOWER CT CT fCP/CT ICP i , ND RGOM NAME FLC70R flASE WALL CEILING REMARKS MAT/FI N MA�//�"I N MAT/FI N MAT/FI N � UPPER LEVEL 200 DESKAREA WD�S WD,�S ICP ICP 201 LIVING RC)OM WD,55 W�/5S ICP ICP � 202 DIMNG RC?Oh'I WD�S WD,55 I�P ICP 203 KITCHEN WD�55 W��S ICP ICP � � � Shepherd Resources, Inc. AEA Q8,d-2 Raom Finish Schedule Permit Set-03-22-04 � ` �, I � � � '� � v � v � � � � � SHEPHERD RESOURCES fNC I AfA � �3 ,� � C � � ` � � � � ` � � � � � .� � � � � POST OFFICE BOX !b24 � �° � — � = I � _ � _ � � .� � .� � .� � •� � •� AVON COL�RADO 81 b20 ., � .� � � � � � � � � � � S� [� � � - T970 949 3302 F970 9�49 5 6 2 I � Q� � Q.y � � � � � � � � v �. ' � - WVWW, SRIARCHITECT. 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