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Home My WebLink AboutPRJ10-0151 B10-0158.PDF I'�Lrn��i� �� '��-�c�� d� � - t - - L 1 '-�. 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GA R.4GE �:y'',��.��>� R CsA +� , � � �° - i _� I � �,� :�32 ' r�va,st� � f Ft �� C� , 1/�' �_��,�� l � ' ..SS �~ `` � N � � f� �� , . � � � n'1 � � e � � c � N � � ' Q� z cn � � _ —_�' ��__ _ �_ {``"°'� ,r. —__ y � ., Z ------- ___r��,,__?„�_� � 0 /� �c�, l�/ � ---�-- T — � -�---L_"_ �__' � 5 Q 43� - ; � � — � __ --r _ ;n �PplUp . —.. — � 4!� F _ � __�.__ --- 8'-3 3/8'� .p — '---- -' 4'-81/8" ��-'1 ►/4" ' ---�_ — �- �.,_� - • � + �� `� r�--�-� — -- �5'-5 !/4�� 4� .1____—``�'� -��—"""_---- ' ' � ` — _.�_'____--- A1� � - __--------------, ` --- �G - - - — ---�� —---�- ?�4'-11�� ' n �C� � - ,_—T------- ^" � -�p p (( )1 _ _ �'--- ,- - (j �=/ r„ IQEG„RppM �� /�" _ ___�I_"---r---.._ I_I? DI ---- � GI . � ___�_� �_�_, 1 ---= — ��_�'�-- � � --- --T—-_��.,,'__"_'_-' 1 <1m C � � � —_ ;:r �t__i_� 3 r � , �� _ _ _ 5'•81at° a; -�-------- � ��.g ��, � , , - - m 1'-3 S/8�� . T �� °��-^.� �.�� -�� t��-�=._� � �d Ml�� 1�C213Sd� dH WdStr �9 0 i OZ 9z I nC . `� B[G BEAR ELECTR[C [NC. 1 P.O. Box 474 ��- • Leadville, CO 80461 �� : f 9Z0) 390-9221 fZ19) 486-138Z BERNSTEIN RES 2606 DAVOS TRAIL FEEDER LOAD CALCULATION GENERAL LIGHTING LOAD 9600VA SMALL APPLIANCE 3000VA LAUNDRY 1500VA TOTAL 14100VA 3000 VA AT 100% 14100-3000=11100 VA AT 35% 30d0 VA 3885 VA NET LOAD 6885 VA RANGE(2) 16000 VA DRYER 5500 VA NET CALCULATED LOAD 28385 VA 28385 VA!240V= 118 27 A f ' B[G �EAR ELECTR(C (NC. �� ` P.O. BoK 4?4 Leadvilte, CO 80461 f 9ZOJ 390-9221 (I19J 486-138Z PROPOSAL 7/26I2010 TO J B BUILDERS JOB BERNSTEIN RES P,O. BOX 3233 AVON,CO 81620 THE FOLLOWING ITEMS IISTED BELOW ARE TO BE PROVIDED AND INSTALLED BY BIG BEAR ELECTRIC INC,AS PER�UR CONVERSATION,WALK THRU OF THE SITE AND AS PER DRAWINGS SUBMITTED BY RONALD KIRKHAM ARCHITECT DATED 6/28/2Q10 TYPE A-(11)JUNO I/C 22 t V-3024WH/65 BR-30 RECESSED CAN FIXTURES TYPE B-(00)JUNO I/C 22/22-PW/40 A-19 RECESSEQ CAN FIXTURES TYPE C-(03)JUNO UC 22/V-3D29WH/65-BR30 RECE55ED CAN FIXTURES TYPE D-(00)NUTONE 763-RLN FAN LIGHT BATH UNIT TYPE E-(00)NUTONE QT-80 FAN ONLY UNIT TYPE F-(03)TAMELiTE FLOURESENT FIXTURES TYPE G-(02)AMERICAN LIGHTING UNQER CABINET IIGHTING FIXTURES TYPE H-(OD)BATH VANITY FIXTURES(BOX AND WIRING ONLI� TYPE I-(03)EXTERIOR WALL F{XTURES(BOX AND WIRING ONLI� TYPE J-(00)CLOSET /CEILING FIXTURES(BOX AND WIRING ONL� DEMO EXISTING LIGHTING, BOXES AND WIRING WHERE RE�UIRED FOR ADDiTION PROVIDE AND INSTALL WIRING FOR NEW RECESSED LIGHTING AS INDICATED ON DRAWINGS PROVIDE AND INSTALL CIRCUITRY,BOXES AND WIRING FOR RECEPTACLES AND SWITCHING TO MEET NEC CODE AND AS PER NEW LAYOUT RELOCATE EXISTING 200 AMP SERV{CE TO NEW LOCATION AND PROVfDE AND INSTALL A NEW 200 AMP METER MAIN COMBO UNIT DELETE EXISTING BREAKER PANEL IN GARAGE AREA AND PROVIDE AND INSTALL A NEW 200 AMP 30 CIRCUIT BREAKER PANEL WITH REQUIRED CIRCUIT BREAKERS PROViDE AND INSTALL SUB FEEDER WIRING TO EXISTING BREAKER PANEL AT LOWER UNIT (EXISTING PANEL AND CIRCUIT BREAKERS TO REMAIN) PROVIDE AND INSTALL DEVICES AND COVERPLATES TO MATCH EXISTING � PROVIDE AND INSTALL 120V SMOKE/CARBON DETECTORS AT(2)NEW LOCATIONS �� PROVIDE AND INSTALL DIMMERS AT(3)LOCATI�NS AND AS INDICATED ON DRAWINGS PROVIDE ELECTRICAL PERMIT FEES AND TEMPORARY POWER TOTAL tABOR ANQ MATERIALS: 6,950.00 a . ♦ EXCLUSIONS: ANY TRENCHING OR BACKFIILING,NECESSARY FRAMING,CONCRETE WORK OR ROAD REPAIR, PAINT OR DRYWALL REPAIR ATTORNEY FEES AND COST: IN THE EVENT COLLECI'ION SERVICES OR�EGAL ACTION IS NECESSARY TO COL�ECT MONEY OWED TO BIG BEAR ELEGTRIC SHALL BE LIABLE FOR ALL COSTS AND ATTORNEY FEES INCURRED BY BIG BEAR ELECTRIC IN COLLECTION THE MONEY OWED SUCH COSTS AND ATTORNEY FEES INCLUDE,WITHOUT LIMITATION,ATTORNEY CONSULTATIONS,QEMAND LETTERS AND TIME INVOLVED BY BIG BEAR ELECTRIC SUCH AMOUNTS INCURRED UNDER THIS SECTION SHALL AUTOMATICAILY ADDED TO THE BALANCE OWED UNDER THIS CONTRACT AND BE SUBJECT TO INTEREST CHARGES AS PROVIDED IN TH�S CONTRACT LATE PAYMENTS: IF PAYMENT IS NOT RECEIVED WHEN DUE,THERE SHAL�BE AN AUTOMATIC 5°k LATE PAYMENT CHARGE FOR THE AMOUNT OWED ON THE PAYMENT ADDITIONALLY, INTEREST SHALL ACCRUE AT THE RATE OF 2%PER MONTH ON ALL AMOUNTS OUTSTANDING AND OWED UNTIL COLLECTED WE HEREBY PROPOSE TO FURNISH LABOR AND MATERIALS COMPLETE IN ACCORDANCE WITH THE AB�VE SPECIFICATIONS FOR THE SUM OF($6,950 00)SIX THOUSAND NINE HUNDRED FIFTY DOLLARS WITH PAYMENT TO BE MAQE AS FOLLOWS,$3,475 00 DUE AT BEGINNING OF PROJECT 51,737 50 DUE AT ROUGHIN AND THE REMAINING$1,737 50 DUE UPON COMPLETION OF PROJECT ALL MATERIAL IS GUARANTEED TO BE AS SPECIFIED ALL WORK TO BE COMP�ETEQ IN A WORKMAN LIKE MANNER ACCORDING TO STANDARD PRACTICES ANY ALTERATIONS OR DEVIATION FROM THE ABOVE SPECIFICATIONS INVOLVING EXTRA COSTS WILL BE EXECUTED ONLY UPON WRITTEN ORDERS AND WILL BECOME AN EXTRA CHARGE OVER AND ABOVE THE ESTIMATE THIS PROPOSAL SUBJECT TO ACCEPTANCE WITHIN 30 DAYS AND IS VOID THEREAFTER AT TNE OPTION OF THE UNDERSIGNED f'�'1 ,1 ' 1 /`� � r� �� . r� ��/%�, , , `' ti, SIGNATURE ti, '� - � . � � *� / THE ABOVE PRICES,SPECIFICATIONS AND C�NDITIONS ARE HEREBY ACCEPTED YOU ARE AUTHORIZED TO DO THE WORK AS SPECIFIED PAYMENT WILL BE AS OUTLINED ABOVE DATE ACCEPTED SIGNATURE SIGNATURE UJfi�(DOW �GNEDULE MARK MODEL NUI"fBER CONFfC-cURATIOi� ROUCiN OPENIh!!x (lUxi�) 1-4EAD NEl;sl-4T REMARK9 U-VALUE MAR< A Y_'R'FT 1'ICtUFE VER�FY 6-B' �r�'O""`ar�RLO�ow��xaua Z6 A !3 1?h'iPT 9LID tJ5 COV^R 'R}X 80} fl?LD YEF�FT 6-0 �.dCEP'ENi SLIOER 95 6 G V:h'�F1' GASEFIENtiPIGN.�cKASz'1"ENT '10;•x B�� FIELD KRIP7 6-& NEW W�NDCL IN ExiSiING S�IDER OPE4MG 39 34 39 C D ' 9LIDE4 SLID NG DOCR.JlTR4NSOM VER(FT W�PffG. `e-Y�'VER�F`" DLW BLIDDL LL!l�R�TI°,,.�"1 35 19!9 D E C WC-245s C.L5'eMENt 7ffi;"x64�" 6'-8' NEW WhDCJi 39 E F C-WC-5254 UQ.OLSCASEMEM 5Ij XB4i" 6-B NEWUllNOWI ` 9�99 P G G-WG-Z�7F+ CCBO"�NT 74 9/i %3b�" 6-B• NEW WIMDCW 39 G N —,__'_ IJ J � / �� 4 � � �� Q d , ` � ir h�m �' 401755 ��rr�E� 3�j\��. A RC'� � _ . .��_�. `�.. F sf ,+a .r r`a • 5��k"&riM�'d'f�t"8 G`$dl ��e�"&'§f'�f,f°ifR'nY�P9#�� 9°"��4'�@�'"�°!„'�9 �'�� Y 3'� _...y .. `� �,' .� �; �� Q�� t� . �1 e7 �� i.�.� �..�_ .,v_�� [r.e:gy Code 2��:�� Lec:ton. Ff�6@,C�lor�::a v011.''ii[UCh0I1=y{3� ar5�13t��€��a"i.+"'.'iCiy �rc;ectType �.t��F3�H�stlA6��r�toan �4oaUng Cegreo Da�s ;�4� Ci�maie Zone 6 Construct�on S�ts. Owner/Agent C;esigner/Canfracfor CnripUance C�+aximum UA•�^��.�� Yaur U�•�� ,.,_. s--_ °-�----__...----_- ._ __.__. �_ ,_ _�__� _..�- . -�^� ^ ��s'.,.�._..{_,�zne�: �n��<'°�,� ___ aky,{^-d � � ` — 9r q5_ � _ {P�� i ],_.'^af1i�.&l . t,� . . s 9.T � w-+n +Fr a. -.- � � __ —___- -- -- - _ .. __..�_..____s'��11l+t,-<.''x � _�_____ --'- ----- iTM-f=�-�-��s��--- -- -----� Celitng.Cathedra! — ~ ° — `- Exemptlon Fr�minr,�cav�ty nat expoied. Wail�Wo�d Fram�,9E�n o,c — -- — — -' Exemptlon Framing cavlty not oxposed Window Wood Frame,2 P�ne w/Low-E 84 0 349 2S Caor 8of�d 21 0 350 7 Fioor:Aif-Wood Jo1stlTruss Ovar Uncand 5paco -- — --- -- �-- Exempt�on Framing csvity filled w�fh insulafton Crw! So4d Concrete or Masor,ry 159 0 0 31 0 4 Wail halght 4,0' Dep4h below gr2de 3 0' InsutaUcn dopth d 0' Ins�de below-grade depth 0 8' Co,mplrance Sfatement. The proposed bwidtng design descnb�d here is cons.stert with the bu�idmg plans,speclfic�tions,and other czlculat�ons subm�tted vnth ths perm:t applicai(an The propo�d budd.ng has� esi ed ta �Et tho 2009 iECC requfrements in REScheck-V'✓eb end to comply with fhe mandatory reqwrements i�sted in tt�R ch In on Checklist 1`� Cws.S�-�� :/ '.Kl�.� -r P1ame-Tiila Signature Da s Prof ect TIUo _��—�_'�--4--�� Report date 08103l10 Data filename Page 1 of 4 � ��. �� °� �e��t�d �y� R��ch�c6r-�/e� �of��,��°� � � � �� ° ' � ; ��ec��o� h�c��'s� �� Ceilings: ❑Cei6ng Cathedral Exemption Framing ca�nty not exposed Comments Above-Grads 1Nalts: ❑Wall Wood Frame,16in o c ExompLon�Frarrung pvdy not expo3ed Comments V6lindows: ❑Window Wood Frame,2 Pane w/Low-E,U-factor d 349 For uwndows w�thout labeled U-factors,descnbe features #Panes�Frame Type Thermai Brea4c�_Yes_No Comments Door�• [J Door.Solid,U-factvr.0.350 Comments. Floors: O Floor Alf-Woad Jo�stli'russ Over Uncond Space Exemptlon•Frammg cavity filied with insulation. Comments Crawl Space Walls: �Crawi Soi�d Concrete or Masonry,d 0'ht/3.0'bg!4.0'ext.msul 10,8'inside 6g depth,R-31 0 cont�nuous�nsulation Comments Exposed earth in unvented crawl spaco foundahons is covered with a conhnuous vapor retarder(less than or equal to 01 perzn) All�oints of the vapor rotarder are overlapped by 6 inches and are sealed or taped with edges extending at least 6�nches up the stem wali and securely attached Alr Leakage: [� Jo�nts(mciuding nm�oist�unchons),attic access openings,penetrations,and aii other such open(ngs In the buiiding envelope that are sources of air feakage are sealed v�nth caulk,gasketed,weatherstripped or otherwisa seafe�with an air bamer matenat,swtable fiim or soild motenat 0 Air baMer and seal�ng ewsts on common walEs between dweilmg units,on exterior walls behind tubs/showers,and m opernngs belween wnndow/doar Jambs and framing � Recessed lights m the bwidmg thermal envelope are 1)type IC rated and ASTM E2831abeled and 2)seafed wi4h a gasket or caufk between the housmg and th2 Intedot wail or ce+6ng covenng 0 Access doors separating oonditloned from uncondrtionad space are weather-stnpped and msulated(v�nthout insul�t�on compress�on or damage)to at least tha level of insulaGon on tha sumounding surfaces Where{oose fill msulaGon ex�sts,a baffle or retamer is mstalled to mamtain msulaLon appl�cation � Wood-6uming fireplaces have gasketed doors and autdoor combusti�n a�r. Air Sealing and Insulatlon: � Bwldmg envelope air ilghtness and insulation instaliat(on compties by e�fher 1)a post rough-m blower door test result of less than 7 ACH at 33 5 psf aR 2)the fofiovinng items have been satisfied (e)A�r barriers and thermal barrfer.instalied on outside of a�r-permeable insulation and breaks orjoints in the a�r bamer are filled or repaired Project T�tte .��W��4�� _ ~�v��_��-- -- Report date 08/03l10 Data filename Page 2 of 4 � ' � (b)Celling/attic AIr barrier�n any dropped ceilmglsoffit is substantiatly align2d with insutaf�on and any gaps are sealed (c)Above�grade walls.Insula6on is installed m substantial contact and cont�nuous alignment w�th the buddmg ernrelope air bamer (d)Flpors;Air baRier�s installed at any exposed edge of insulation (e)Piumbmg and widng�Insulation�s placed beiween outside and pipes.Batt msulabon�s cut to fit around mnnng and plumbmg,or sprayed/biown insulaUon extends behind piping and wiring (fl Comers,headers,narrow iraming cavities,and nm joists are insutated (9)Showedtub on exterlorwatf:Insulat�on exists beiween showers/tubs and extenorwail 9unrooms: 0 Sunrooms that are thermalfy isofated from the buildmg envelope have a maxlmum fenestrat�on U-factor of 0 50 and the max�mum skyi(c�ht U-factar of 0 75 New wmdows and doors separating the sunroom from conddianed space meet the build�ng thsrmai eovetope requirements. Vapor Retarder. � Vapor retarder fs installed on the warm-in winter side of all non-vented framed cedmgs,walis,and itoors,or it has been datermmed that moisture or its freezing u+nil not d�mage the matenais;or ofher approved means to avo+d wndensation are provided Comments. t�'9aterials Identification and lnstailation: 0 Matenais and eqwpment are installed m accordance with the manufacturer's instatlatwn instructions � InsulaGon is mstalled in substanUai confact wdh the surface bemg insulated and m a manner that achieves the rated R-value � Materials and equipment are identrfled so that cempliance can be determined � Manufacturer manuais for att installed heating and cooling equipment ar+d service water heahng equ�pment have been prowded. 0 Insulat�on R-values,glazmg U-factors,and heabng equipment e�aency are clearfy marked on the buddmg plans or spoc�ftcations Duct Insulation: � Supply ducts in attics are insulated to a min(mum of R-8 AII other ducts m unconddioned spaces or outside the buildmg envelop�are insulated to�t least R-6 Duct Con�truction and Testing: � Bwlding framing cavities are not used as suppiy ducfs. � All�oints and seams of air ducts,a�r handiers,fliter boxes,and bwfdmg cavd+es used as retum ducts are substantialty airtight by means of tapos,mas4cs,liquid sealants,gasket�ng or other apprwed ctosure systems Tapes,masUcs,and fasteners are rated UL 181A or UL 181 B and ars labeled accord�ng to the ducY constnrdion Mefai dud connections�nnth equipment and/or ftdngs are mecharncally fastened Cnmp�orrrts for round metal ducts have a contact lap of at least 1 1!2 inches and are fastened utnth a mmimum of thres equally spaced sheet-metal screws Excepiions Jafnt and seams covered with spray poiyurethane foam Where a partially inaccess�bie duct connection exists,mechan�cai fasteners can be equaliy spaced on the oxposed portian of the �ourt so as to prevent a hmge effect Conf�nuously welded end locking-fyps longitudinal�omts and seams on ducts operating at less than 2 in w g (500 Pa) 0 Duct tightnass test has been performed and meets one of the fottowing test cntena (1)Postconstruction leakage to outdoors tes�Less than or equai to 8 cfm per 100 ft2 of cond�tioned floor area (2)Postconstruction total leakage test(ineiuding air handier endosure)•less than or equal to 12 cfm per 100 R2 pressure differentiai of 0.1 mches w g (3)Rough-in total teaKage te5t wftt►alr handier instalted.Less than Of equai to 6 Cim pe�100 ft2 of conditioned tiow area when tested af a pressure differendel of 01 inches w g (4)Rough-in total leakage test without air handler instailed•Less than or equel to 4 cfim per 100 ft2 of conditioned iioor area HQating and Cool6ng Equfpm�nt Sizmg: 0 Addit�ona{requ�remants for equipment su�ng are inciuded by an inspection for compltance vinth the Intemationai Res�dent�ai Cade � For systems sennng mutGple dwelling urnts documentat�on has been submitted demonstratmg compiianca with 20091ECC Commercial Bu+iding Mechanical and/or Serv�ce Water Heating(Sectrons 503 and 504� Circufating Service Hot Wator Systems: 0 Circulating service hot water pipes are insutated to R-2. 0 Circulating service Bot water systems include an automatic or accessibie manual sw�ich to tum off the arculaUng pump when th2 system�s not m use Heating and Coolirtg Piping Insulation: ProjectTitie.'�� µ��_�W��_ — � Reportdate 08103110 Data filename Page 3 of A " � � HVAC pipmg convey�ng flufds ab�ve 105 de3rees F or ch0led 8uids below 55 degrees F are insulated to R-3. Sv�imminc�Pooia: , 0 Heated swimming pools have sn on/off heater sw+tch � Pool heaters operatirsg on naturel gas or LPG have an electronic plot light � Timer switches on pool heaters and pumps are present Exceptlons Where public health standards requ�re conUnuous pump aperat�on Where pumps oper�ate wRhin solar-andlor waste-heat recovery sysfems i � Heated s�vimm�ng poo!s havo a cover on or at the water surfaco For pools heated over 90 degrees F(32 degrees C)the covor has a minimum msulation value af R-12 iExceptions• I Govers are not required when 60%of tha heating energy is from sde-recovered energy or solar energy source. I Lightirtg R�qulrements: � 0 A minimum of 50 percent of the lamps�n permanentiy installsd hghbng fixtures can be categorized as ane of the foAowing• I � (a)Compa�t ffuorescent � (b}T-8 or smalier diamster Dnear fluorescent I (c)401umens per watt for tamp wattage<=15 � (d)501umens per watt for lamp wattage>15 and<=40 i (e)601umens per watt for lamp 4vattage>40 � Other Requ(rements: 0 Snow-and tce-meitlng systems wiih energy supplied from the service to a buflding shatl indude automatic controls qpable of shutting off!he system when a)the pavement temperature is above 5D degrees F,b)no precipitat�on is iaHmg,and c)the outdoor temperature is ( above d0 degrees F{a manuai shutoff controi is also permitted to saf�sfy requirement'c'j � Cert(flcate: � A partnanent cert�ficate is provided on or in the etactdcal dishibut�on panel hsUng the predominant insulation R-values,wmdow li-factors,type and effl�(ency of space-condlUonir�g and water heating equipment The certifiqte does nat cover or obstruct the visibqity of ths circwt directory label,servics dlscannect fabei or other requued labels NOTES TO FIcLD:(Budding Departmant Use Oniy) , I ProJect Tftie �� Report date 08/03/10 Data filename• Page 4 of 4 ' r � G`; ''��.��';� �nV� r.�-a'".a3 F,'_ ..My ��l'�� ,`r'��I�� 1��y9,"1��., "� _� >v�F�JN�.tr—°(+y��Yl�� p� I.�.J��xJ��'a.� W:.'�.^.R 4`�+g�h°'r' �.i�'9 W �`+'�G� �� e� �� ,�=`�m y�F��".��,,r�°'�r��,� xi��"`•'��•�^�e��'a"t�1 S°,�c�.�'�#!1�,� �4i ��j '.��3 1�,.�L��t'��s�.4;.� �'ia�..X��tiis.��°�^t�eirL'^��LL��:.T..-..,...-.,....._.-,.....,.-.�.is::iµ7s=^Yt.�......,...._.....�,�.,_......� t Celling/Roof �0.06 Wail 0.00 Floor f Foundatlon 31.00 Ductwork(unconditioned spac�s}: ��ii-r-s- . �;.�.i --9a��, s,.� _.s.�..m,�,., lara:.-iw,a� �i:��t�._.� L.. " .___ ._��_��v,..._.,.e.__.__°__.._.___.._�J_._, _..._..r_.......___.__ Window 0.35 Door 0 35 NA �'''�`� "�t-r��lAk•. '�S°F��l�I,��,�_!s°E9?:lai,�e)_�.�_.�_...,,„—�.�-�.":ansE`a�t�J�itat '°'-A.,�...,.,.�R�R � E...M.y .___...._ .._..._�.,_.�.... - -...L...�.._._....._..._.,...,...._.___._,_._.....�...._.. HBatir�g SyStem' Cooling 5ystem: WaYer Heater. e.�:`,�=__�.____�._u� �_..�._.�._._._.._�_____u__�T.°��,��'°'�.°°'�� Namss: Date: Comments: . 11 � ��`�- .r•"'^.� ��,y�, ��``�`l aab Name:,,�.�z,�^�Y�.�.�,��,►� ��ir=� v Jab Addr�:2b06 vo.�-"z"",t,...�.,. ��`v��{it�'� Perml#Na.: .,�/fl•m1.5'E' ��+C�.D��P��3i��9�1�f�}'t'��T1NC R�C�'t��l1�6�1' �'a�pptic�ri�s��a��e��requiri�g Sp�iai 1n��c�ts�n�r�'os�ng per�taar�9?�9�r#�a�E�Cj The+awcter or hi�/her`epresentative, bn the advice vf th� deslgn�rof�ssiona! in r�ponsibls charge� sh�E! comp�ete� seal, sign and submit a coRy of the Spedal Inspectiar� Ag�eemsm and Strucfurat Tosts Scheduled to tha Towr+ of Va�f fa rev!$w and approval. Signat�r�s are �equired Qn bQt� pages; photocopted or faxed stgriatures are acceptable. The owner ar�d hislh�r general contracfar. wh�re app�icabt�, s�aii also acknawl�dge fhe fcsilowinq canditions applicable ta Speoiai tnspa,�tion Testing: i. Cuntractqr is r�sponsibl� for prvper notif�catla� tv th� �nspectlori or Tssting agency #'or it�m� lisfed.(Psge'�j (tgC 170�) 2. bnly the testing faberatary should take s�mples and transport ttt�m to th�tE Iaborat�ry. 3. Cd�l�s of af1 laboratary reports and inapectl�ns are t�b�sent dtrectiy#o the Towr�ot Vaft by the Tes�ing agency ort a wee[cly basis. �. tnspectlott�gency to ssabmit names�nd qualt�c�on�af an-site speaai insp�ctors tt�iEhe 7own of Vaii �ar re�iew and approval.{Pag�22 5. The specfal insp�ctor i�resportisible#o immedfately nati�r the Tawn of VaiE Bu'sl�ing Officia! in wrifing or ar�y conr�ms andlor probtems enc�ur�ered. �. tt is th� re�onsibil'�jr �f the c�ntractar ta s�v�w th� Town af Vaii approv�d plans far addltton�l ir�pectien or tesYing r�quirements that may bs no�cf. A pte�construction cortference at the job s1Ee is recornmended to re�view spectal inspecfic�t procedures. 7. Th�specia!inspecf�r sha�l usc�c�ty thc�To�rm af t/a�l�pprov�d drarovings. 8. At! �peciet insp�otian fleld reports must tte (eft on si#e for r�Evi�uv by tha Town af�/aii s#aff prior to '� requtre+d inspec#�ons or re-inspeati4ns. ''� ' BEFdRE OC�UPANCY WiLL B� C3RANTED: The spec(al lnspaction �ency shaii suixni#a si�ned and sealed statement#hat a!I itsms requtr�r�g tes#ing�and 9nspectior�uv�:re fut�l4ed and reparted. Thase ltems not � teated anc�tor inspected sha11 be na��d in this stateme�t A cap�oi Fhe st�t�ment shail�Q maintained at ttie job sife tor the Bullding Jnspeotor's revi�nr prtor to final inspection. I Ackr�awtedgem� ` ' ~ �� ns-�� -�1��} ► � � +uti+un�r: � Stgnai�re Frint Nam� Date I Sp��fal tnspeation �/a .�.�'�a?�� , Agency: �3i'p.n.�.�Jf 1r�.E,�fl1�' 7 �7 I �rint SVame Da 1 PfOj� —��=T/-�=°- , ArchlEng: �,�*�-�..�1�,,�,�� x ,a �� ture P�int Nama oate ,� ', �ontractor ± ��r��, r�'�.__�_____ `� d� G� �, ignature t�ri�t Piame / Dat ' .��1�• �c.ti tDCt� S � a� ��l :' �-�'� �1�e��O�jt�a��I,'t�''� �PECiAL iNSP�C'itON AND TESTlt�9CHEDUL� (1BC'l7Q4� Praject IVame: �x� Permit# Q� �.,r � Owne�'s N�: � �•o t� �t',n H.S'�2,1 r� '7/��2ti TESfin�inspectio» �natuce psm Nema oat�� Agency: �r° G.��..G, � � ,,�'t[.'�s�/fa� 7 �� / c.m{a.3 . S 1'8St[I'ty ittBpe�Ctio �� r�,tName �?ata Flereby cetti�tgs#hat fF�e TestUg�inspsetion Agen�y named abova has 6een ehgaged ta perfo�m structural t�sts end tnspecttans during consb�uc�ton as checked befow,fo se�sfy all applic�abEe partians of the Buitding Code. Prfor to it�al Inspectlon,#he lnspecttan Agency shail submtt a�fateme�t th�aA Items of de�fgn�ted wo�c pert4rmed wer�reported. Any�tems ohe�ked but trot tested or Inspected vvill Ge noted and expta�ed. Wher�ever m�y designeted ttems on t�e Itst are �eady tor s�mpilri�,tasting,af'1118�'CttOR.�t sha11 be the �sponsEbl�ty ot the contra�tor to give timely reotica fo fhe Inspec�on agency sa#het the requiced senrices may be�erForrned. t�INFORCING�El,: 1lKD�RAINNIl�itti: Tensife&Bend,on�set per heatper tans ,,..,,.,, 7'emForarylP�amasrent �� tnspecdon oP Pla�nt -�W�b�•� o,va� inapecEion of St�ei Fabricattcr► taspeotian oE Wotdin� lnapectton af Relnforctng&Pom�s �I�XY •�•• {Rf�Sp�OA Og7�b80K9 pIAOBttiElft AAASGlYRY: PreM�.Acaeptanca 7ests(Masonry Un�s�1Nap Prisms) 30R(�AIE.B: Su�seauent Tesis{[Ulortar,tirout,Fl�fd Wa1)Prisms} .r,_, 1'emparary 5horing IaspecUnn oRP�cementandGroaitng t�etmsnsMWaf1 coHCa sr�osc��r� ��our axa Maara�: �rnucn,�a�,sr��.: C te GrouE Monar Sample 8 Test�t.f�t spBCiflGC men/bess beiov+� t� ragate tests tor ae n Shop identiflaetion 8�Wetd6�Enspedlon s�tt�t�ty►�eo Shop lRtrasa»ic tnspcdton Mtx DeaigRS „_,.,,,,, 9ho`1 fiadi0gtepity Test par� Flekf Wet�ng(nspectfot� g � �id Sniti�g ic�spedion t�ement t�a6 pla �iBid tf�raaDniC it�SpeCtibn ✓ tnspectAlacd�g ��eid Rediogc�phy Com resta � A�efa[17edc Welding Mspection ✓ Cast 5aeamens FlR�R80F7NG: ✓ ��' �� Inspee�ton&Placemcnt r� �---- nsld Cnecrc S01LS: IUr t:t�ck ACCeptAftca'fBSts p ntt V1+e t Moisiztre•l�rs�y pgfertnination PR�G 7 GDN Re'!'�: w_,,,_ �isJd�ensity ReintorCirtg Tests Dr�tecJ Piers lnspection of�tetMorcir�9 Place�nt Deep Foanda�on _,,,,,_,,, Tendon Tests tnspecdoa oFTendan i�iaaerneat S7RUC7URA4 WOOD: ,_,,,,,r, Inspectlan of Concrete Placement tnspecklon of�abrFaation tnspectton of Concrete�tofifig ,,,�,., lnspectton of Truss JoMt Fabrfcattan tnsp�ion of Pane!AtEachrr�ent�Inser�aa Sample&Test Corr�meais ,_,,,,,., Gampression Tests ,,,�,�,�„ tnspectibn oFGlu L�m FaDrlcaYon tnspeattcn otStrass►ngiTransfer P1LW0,CAf38DNS.CAPS,Tl�S: SMOKE COlrT�t�L• tr�spectlnn ati'Relntomlag At�aerrsent gpEG�qi,Cqg�a: Inspectfan olConareta t�lacetr�ent Inspe�inn of Concref�BatCha�g Sp�qAL ENSPECTiQN: Sefsnda Resistaace Spea�fy other tests,insps�fo»s ors�scla(fnstructlorrs re4� Wind lta�utnet�s A \ � }��OJ�C� 1��' I�fi��4UJfNC� IND� �� = ARCNITEGTURAL: ' TOWN OF YAIL, COLORADO 2009 INTERNATIONAL RESIDENTIAL CODE OW�� I\: ��C1"� I ��C�: � I �UC�U��J� �I�l� I I�1�� I�- Al.m GOvER SNEET � AI_I SPECIFIGATIONS . MRS. STAN BERNSTEIN RONALD D. fGIRKHAM MONROE k NEWELL ENCsINEERS Al2 SPEGIFIGATIONS � 9�0-4�6-3333 9�m-3�C�-1�93 JIM NESS �� t"��C�/-��f�'�' I O� I i 9�m-949-1�68 ,42� SURVEI' d SITE PLANS . J..� l� I V � LOT 2, BLOGIG E, RESUBDIYISION OF A3.0 LOWER LE1/EL FLOOR PLAN VAIL DAS SCNONE FILINCs NO_ I EACsLE COUNTY STATE OF GOLORADO A3_1 MAIN LEvEL FLOOR PLAN A32 UPPER LEvEL FLOOR PLAN � � � A4� ROOF PLAN J � � r �� I qg� NORTN � WEST ELEVATIONS � � LOT 2 10,10�o SQ_ FT. q�_1 SOUTN � EAST ELEvATIONS � � O EXISTINC� STRUGTURE approx_ 2,8'13 SQ. FT. q�� WINDOW SGNEDULE a DETAILS (,/� 0 ADDITION 440 SQ_ FT. A�o.l DOOR SCNEDULE O � A�.O BUILDINCs SEGTIONS / O Ag.O UJALL SEGTIONS � J Ag_1 UJALL SECTIONS Z � A82 IUALL SECTIONS AND EX7ERIOR DETAILS O — � V ,qg� INTERIOR ELEvATIONS W � J A1m_m LOWER s MAIN LEYEL ELEGTRICAL PLANS � N � ADDITION & REMODEL > cr� STRUCTURAL Z 2606 DAVOS TRAI L SI.1 CsENERAL NOTES k �OUNDATION DETAILS 52.1 FOUNDATION PLAN � V�iIL, COLORADO 81657 W 822 MAIN LEVEL FRAMING PLAN S23 UPPER LEvEL FRAMING PLAN � 52.4 ROOF FRAMINC3 PLAN S3_1 FRAMINC� DETAILS S4_1 ROOF DETAILS � ��i��1,4�" 10 v � � � � � ABV ABOVE BDE BOTTOM OF FOOTING DPR DAMPER FAB FABRICATE GLB. GLASS BLOGiG LAV LAVATORY N.TS. NOT TO 9GALE pTY. GdJANTITY SPKR SPEAiCER UBL. UNIFOta"t BIJILDING GODE p� AFE ABOVE FINI9HED FLOOR BD3. BOTTOM OF STEEL OR BOTTOM DP DAMPROOFING pB. FACE DRIGiC GLU-LAM fil1E•LAMINATED TIMBER LJ-L LEFT NAND NO. Nl1MBER O.L GUARRY TILE SPEG SPECIFICATION(S) UMG. UNIFOI@'7 MECNANICAL CODE ` �. ��./��'S�� e� � ASL ABOVE SUSPENDED OF SLAB Dt. DEAD LOAD FA. FACE OF G8. GR4E BAR LJaR LEFT HAND REVER9E 9PtaPT 9PRING POINT UPL. IAJIFOR1 PLUMBING CODE \ p • V CEILING BDLL BOTTOH OF WALL DEG DEGREE FDL_ FACE OF CONCRETE GR GR4� GRADING L LENGTN 5Q SqUARE UAAI UNLE88 OTHERWISE NOTED -'+-�_ �� ACG AGCE88 B.TL. BRITIBH TNER"IAL UNIT DEM DEMOLI9H DEMOLITION PDF FAGE OF FINI$N GFRG. GLASS FIBER REINFORCED LW LIGNTWEIGNT OBS OB9CURE SF. 5G7UARE FOOT IFEET) URN URINAL �In �� 1 � �ammuni D � AP. AGCE88 PANEL BRZ BRONZE DMT DEMOUNTABLE FDJ'I, FACE OF MABONRY �C�7E LWG LIGNTUJEIGNT CONCRETE RBT R46BET,REBATE ��'� �f/ d j � AC ACOIJBTICAL BLDG BUILDING D DEPTH DEEP FDB. FACE OF STUDS OL. ON CEN7ER f8) ST$ STACKED STUDS i�� i � eVelo GVL GR.4kL LMST LIMEBTONE OPYa OPENING �D RADIUS SS. 8TAWLE88 STEEL �� ,{��0�� BUIIdIn Pment De AC.T. AGq18TICAL TILE BLR BUILT UP ROOFING DRB. DEBIGN REV�EW BOARD FAB FA9TEN,FABTENER GRD GR04VD LF LINEAL FEET OJSL OPEN-UJEB JOIST I�2 RAILROAD TIE lTIMBERJ BTD STANDARD VB. VAPOR BARRIER S��_ p 9 SafetY and Ins panment V O ACR AGRYLIC PLASTIC DTL DETAI� FND FEMININE NAPICIN DISPENBER GT GRqr LNTL LINTEL RU1G RA�NWATER CONDUCTOR „']m Aection Se L � OPP OPPOSITE STA STATIqJ VAR VARNIBN a�,,,� NICQS ADD ADDENDUH DIAG DIAGqJAL FNR FEMININE NAPKIN�CEPTACLE LL LIVE LOAD RCPT RECEPTACLE GA GAUCi OPJ-1. OPf'OSITE NAND STL BTEEL VNR VENEER ADN ADDITIONAL DIAM DIAMETER FN FENGE GYP GYP°JM LVR LOUVER OD. Ot1T91DE DIAMETER �� ST STONE VTR VENT TNROIYaN ROOF ��y'W'°"�'Py�f��i��^,i'^ ADJ ADJACENT CAD CADMIUM DIM DIMEN810N FGL FIBER'aLA88 O/O OU7700U7 �L REFLIE�GT�ED)EIVE),lOR) gD. STORHDRAIN CC4y e • C°E-��:e'�'?, ��4Y�� "'j,�,µ}dv L ADH ADHESIVE GAB GABINET OFS1LL OUTBIDE FACE STUD WALL STOR STORAGE (V) VERIFY �wSt[A��`� r Jj DW DISNWABNER FV. FIELD VERIF7 VJF. VERIFY IN F�ELD �iCt r�?C� ;i1� �C��"��i.. '�^ M DI8 DI8P08AL FIN FINIBH lED) NBD NARCBOARD REF REFRIGERATOR �� ^'- Iu�(,��n�� • PIC��w•• ,y a O /� .4GG AGGREGATE GPTT GARPEE ED) DIV DIVI810N PF FINIBNED FLOOR HDW HARfJ1ARE MH MANHOLE OA OVERALL �G REGISTER 8TR STpJGTURAL VERT VERTICAL a�„� �"��:I(J[;�i �.-�_„ ^ crrr��r,;, "�t��tl$� � O v' HWD NARG100D �"�R MANUFACTURE lER) ON OVERHANG OVERNEAD �If� REINFORGE!D)fhJG1 �+°P 9lJSPENDED VBJ. VERTIGAL SLIP JOINT � Cf I'T�r��'l�� ^ R �.•-��f� � Cr� 7 cf a F��,T„(,r,hall ^ A/C AIR CONDITIONING C9MT GASEMENT DR DOOR FA FIRE ALAF3'I HD NEAC MRB MARBLE RGP REINFORCED CONCRETE PIPE gTM 'SYMMETRY fICAU VEBT VESTIBULE JUCISC��C(��n 7 r r"C' r,�,J^�^'� ��FYfC',_! ° ALM ALARM C.IR CABT-IN-PLACE DBL DOUBLE FBIOG. FIRE BRIGK M.L MARBLE TILE 8YN SYNTNETIC VM VINYL �' '�+'� ' - Cf '`�r i.�:1� ALT ALTERNATE G.L GASTIRq� DA DOUBLEACTING FE. FIREEXThJGU18NER NDR NEA�R MA8 MA90NRY f� �M�� CV��• �..U�7,� t G¢`'ryct��rC'"''s^-,4� �j'`,C�10f �� 8Y8 SYSTEM VLB. VINYL BA3E p�OV) r' � DJ�L DOUBLE FAJNG FEL. FIRE EXTINGUIBNER CABINET HTR NEATIR (p) pAINT!ED) REQ REG�IJIRED �'�%n�Cl�(i1�^ � �C��(�+ '�' �� , ,�, f '.� � I AL ALUMINUH G8. CATCH BA91N DTA DOVETAIL ANGHOR F.NL. FIRE N08E GABINET HTG NEATIJG �- MASONRY OPENING pR pAIR RESIL RE8ILIENT V.C-T. VINYL COMPOBITION TI�E V$IIO h J Cy��r C��;`r -� � ��'U•��flt� t)� � �� t"� \ � qG,1. AMERICAN GONCRETE (C) CAIJLK IING) MATL MATERIAL f8) VE VINYL FABRIC ri��I��;,�^ ��..,^� � �'��ui�� N.V.4G. HEATNG/VENTILATING/AIR RET RETURJ � �-.+�CC^ r "'�' INSTITUTE CDR CEDAR DN DOI1N FPL FIREPLAGE M,qx M,e,x�MIAN PNL PANEL VT. VINYL TILE Ottj� ♦ `"r'' G�il �� Cf(�� r^�,,, 'r'�-+�..BI the •� DS DOI1N 3POUT F.V.C. FIRE VALVE GABINET Cf'NDITIONING r'IEGH MECNANICAL P.B- PANIG BAR RA RETURN AIR TKBD TACiGBOARD VJLLG. VINYL WALL COVERING (�^��:.i �� + r`�'4 *��...,' �- " ��'C'�,, ^ � AIA �ARC�ECTSTUTE OF CEM GEMENT DRN DRAIN FP FIREPROOF HD- HEAK D11TY M,C, MEDICINE CABINET REV REVER3E REVIBION VJ. V•JO�NTlED) CO�rC"`,^^ h�'rv��`'V�i�i( 7 f ,�,�C`''n"� L.' ��C�� ,y��ctbe � � M AJBA. AMERICAN INBTITUTE OF C CENTIMETER!S) DRBD DRAINAGE BOARD FRL FIRE-RE818T,4NT TREATED NT HEIGFT MED MEDIUM P-�A PAPER TOLLIEL DISPENSER TEL TELEPNONE �� P.TR PAPER TOUIEL RECEPTOR RH- RIGNT HAND TV TELEVISION "��'f C�;,"� t ,' �"1��`�i(?. „��^� D.L DR41N TILE NL. HOLUW GORE PAR PARALLEL ROJLL RIGNT OF WAY TEMP TEMPERED TEMPER.4TURE bUIIC�,�;^' � "I,1 t,t�C�^� �C"�`"�-�j,.-!1'„�- y J�-nd > I STEEL CONSTRIGTION CJtT_ GER4MIG Y708AIG TILE FRI. FIRE-RETARDANT �, HOLL�lJ METAL MBR MEMBER R RIBER `�C� ��(3 � "��i'Gr1 G�"��,��+� + �ti�„` I'•, •� f ANSJ_ AMERICAN NATIONAL STANDARDS CL GERAMIC TILE DWR DR4WER FIX FIXTURE HB MEMBRANE PBD. PARTICLE BOARD TA. TERRA COTTA $t �-�O��'��vr ,,,(� � J � O INSTITl1TE GNAM DLLKa DR4WING FLG FLASHING NfORJ NORI�NTAL pTN PARTITION RD- 6LDOF DR41N TZ TERR4ZZ0 ��"�'-' �7"'!'� ^-�tJ '�"'"-'`�C•i�.., ('^" A � CHAMFER MTL METAL „ NB. N09EBIB RFJ-I. ROOF NATCN W&:T WAINSCOT I�V�.�L`; F�:t'�„^,t C'.^ -� ....a 1'he � • ` A.B.TJ'7, AI"IERICAN SOGIETY FOR TESThJG CHR CNROP111JM lPLATEDJ DE DRINKING FqAVTAIN FLX FLEXIBLE MTFR METAL Fl1RRING PVi'1T PAVEMENT TNK THICK lNESB) WH. WALL HIAJG th1S JL'i�`�i... C7 C-f j,�,J ' -' -�,..';��/�r Lyv ^x N1llH. NOT WTER HEATER �+ �� C�G��,Cr � /� AND MATERIALB GIR GIRGLE DJU. DUMB WAITER FLR FLOORlING) MRD METAL ROOF DEGKING PED PEDESTAL � �� THR THRESNOLD WPR WALLPAPER Cf yn ' �i a M V� i ,qDA AMERICANS WITN DI9ABILITIEB GIRG GI�ERENGE PL.CO. FLOOR CLE.4NOUT M METER f8) PEND PENDANT TP. TOILET PAPER HOLDER W,TLL WALL TO WALL y C��cr;,� � �/� MEZ MEZZANINE RO- ROUCaH OPENING PLqNS� � ��s of Q �L� � AGT GL GLEAN OI1T FD FLOOR DR41N PERF PEF'�ORQTE CD) TPTAL TOILET PARTITION W.C. WATER CLOSET x'A��- A,�[. AMERICAN WIRE GAIIGE CLR CLEAR IANCE) F/L FLOOR LINE INCL �NCLIDE!D)(ING) ryry MILLIMETER(S) PER PERIMETER RB- ROIXaN:SAU1�1 TOL TOLER4NGE UJp U1q7ERpRppFlPy� �F{ I �A i INFO iNFOP'1ATION PN PHABE RB. Rl1BBER BASE T�G TONCUE AND GROOVE WR WATER REPELLENT �� ANC ANCHOR ANGNORAGE CLQS CLOBET PPL. PLOOR PLATE MLLK MILLWORK ID. INBID DIAMETER PLS PLA9TER RT. RUBBER TILE T�B TOP AND BOTTOM Wg WA7ER9TOP DqTE � I � qg. ANGHOR BOLT GLS GL09URE FLIIOR FLUORE9CENT IB.0 1N8TALED BY CONTRAGTOR MIN MINIMUM PLA9 PLASTIC TOB. TOP OF BEAM WT UIEIGHT � O ANOD ANODIZED C1LL CALD WATER PJT. FLU9N JOINT MIR MIRROR � GOL CALUMN FTG POOTING IBD. �NST,4LED BY OTNER5 PLAM. PLASTIG LAMINATE TA.G. TOP OF GONGRETE WJUF. UJELDED W�RE FABRIC APPD APPROVED EA EACN MIBG MI9CELLANEOIJB COMB COMBINATION FR^a FOI�aED IN9UL INSULITE!D)fION) PL PLATE APP APPROXIMATE EF. EACN FACE MOD MODULAR 5FGL BAFETY GLA99 TAD TOP OF DRAIN WHB. WNEEL BUI'IPER ` /�/� COMPT COMPAR7MENT FDN FOUNDAT�GN INT INTEFOR pG. PLATE GLASS s � f\�n W ARGH ARCNITEGT(UR4L7 ELL EACH WAY MLD MOLDING SDS7 8AND3TONE TAF TOP OF FOOTING W WIDTN WIDE GOMP GOP'IPOSITION lGOMP081TE) FR FRMfE CD)IING) IN7H INTER1EDIATE P/L PLATE LINE /� AD AREA DR41N ELEC ELECTRIG IALJ MT MOIJNT lING) 5CN SCREEN TAri TOP OF MASONRY WDO WINDOW � � COMPR COMPRESS(ED)(ION),[IBLE) FRPR FREEZE PROOF INV INVEFT!ED) PLY PLYUIOOD WG. WIRED GLA83 `� AUT AUTOMATIG EP ELEGTRIGAL PANEL BOARD MTD MOUNTED !b) SEALANT TDPL TOP OF PLATE �V � AVG AVERACE G�C G�C�TE ELLG. ELECTRIG WATER GOOLER FA FRESH AIR MOV MOVABLE �T ��T STG SEATING TDPLY TOP OF PLYUJOOD W/ WITN �w�� , GML. CONCRETE MA90NRY UNIT EL ELEVATION F�D FURdISNED AND INSTALLED FAJL MULLION PT POINT SECT BECTION TAR TOP OF RIDGE W/O WITNOUT 1'�J BSMT BAgEMENT COMJ GOM�EGTION ELEV ELEVATOR BY OTNERS J.C. JANIT)R'S CL09ET �L. NATIONAL ELECTRIG CADE ��- POLriINYL GNLORIDE SHTG SHEATN�NG TA.S. TOP OF SLAB Wp WppD O � � �% � � BE� CONST CONBTRUGTION EMER EMERSENGY FBA FIJRJISHED BY OTHER9 JT JOINT NFpA NATIONAL FIRE PROTEGTION �'E. PORCELAIN ENAMEL SNT BHEET TASTL TOP OF STEEL WB. LL1pOD BASE O • i � BRG BEARING Cs�- G�gT�T�� ENCL ENCL05E fURE) FUR FIJRRED fING) JF. JOMTFILLER ASSOCIATION PD:S P051TIVE POSITION SJ"IR BHEET MEMBR4NE ROOFhJG TDJlL TOP OF WALL WpT. WORKING POINT � � '4� ^�i� BEL BELOW SPECIFICATIONS INBTITUTE EQ EG7UAL FUT FUTURE NAT NATUR4L P-T.C. POST TENSIONED CONGRETE gMA.CNA SHEET METAL�AIR T1D. TOTAL LOAD �y1,L WRpU(aNT IRON �� N BET BETWEEN CONT CONT�NUq18 OR CONTINUE EL7UIP EL�UIPMENT (N1 NEW �g F'�� GONDITIONING GONTR4GTOR8 T.B. TOUIEL BAR � �� 1 � � I�j� s # i BVL BEVELED CONTR GONTR4CT fORJ E8T ESTIMATE 1GP KIGG►LATE NI2 NOISE REDUGT�ON PLF. POl1ND9 PER CUBIC FOOT NATIONAL A880GIATION TL_ TRAGK LIGHTING � � BIT BITUMINOUB CJ CONTROL JOINT EXC EXCAVATE KIT iGITCFEN TIRp. NOISE REDUGTION PLF• POl1ND3 PER LINEAL FOOT ANGLE � ^, �` BLiC BLOCiG CPR GOPPER EXN EXNA118T GPM GALLONB PER HINUTE � ��T COEFFICIENT PBF. POUNDS PER 90UARE FOOT SIMILAR T iREAD � I BLiCG BLOCiCING COR GORRUCaATED !E) EXIBTING GALV GALVANIZED NOM NOMINAL PBL POUNDS PER Sf.MJARE INGN TYP TTPICAL Q� CENTER LINE � � � { BD BOARD CTR COUNTER EB. EXPANSION BOLT GJ. GALV.4NIZED IROtJ N.C, NON-CORROSIVE PC.G. PRE GAST CONCRETE ��y��!"��e BS. BOTH SIDE6 CB GOUNTERSMK EXP EXPANSION G$,8 GALVANIZED STEEL SNEET LBL LABE �.7, NON-METALLIC PREFAB PREFABRIGATE[D) SLEEVE � GpROpERTY LINE �+g ��'� F 1 Bll1 BOTH WAYS CR9 GOUR9E(S) EJ. EXPANSION JOINT G9KT GA9KET lED7 LAB LABPiATORY �Np� NO PAINT PFN PRE FINIBHED ' UG UNDERCIIT j BOT BOTTOM CRG CROSS GRAIN EXT EXTERIOR GEN GENER4L LAD LAD�R N,q. NOT APPLICABLE IAVAILABLEJ P9.C_ PRE STRE95ED CONGRETE OCK�NG W UNDER3ROl1ND � ROl1ND/DIAMETER fHf�„F � D BOTTOM OF BEAM CF_ CUBIC f00T EJFB. EXTERIOR M3ULATION AND G.C. GENER.4L CONTRACT lOI� LB. LAG 60LT NJ, NOT MCLUDED PROP PROPERTY UL. 11NDERIURITER9 LABORATORIE$ I�I �A� `%:i '�%r,� . I BAE. , .... • •.., �'�:::f;.: gp,C„ BOTTOM OF GqJGRETE G.T. CUBIG YARD FINIBN S78TEH GL GLA89 GLAZING LAM LAMUATE fD) N,IL. NOT IN CONTRAGT PL PROPERTY LINE UNF UNFIN�SHED x• " . �" "� �� i., ry i DEGREE � , ' , •1:.:':`>. I `�` x . r N�JMBER �.,�'�,�� .;`:�i �;:i>:;�;�::x:::�z` �a �,�� . r ,=t ,��. ��.;;;;� ;%" � �' �,, t: -°� �,- � 4 � � ��. ��f"F�� ,��. � . , ;, s:�, -,, :-; . - , � � <., , �'.:,; j �r'>< , � S f T� fi��1�1 S�'1„C�30� ��'C�I�'�C�"l�fi�,4� S�'1`��0�S 1„«�'�i�l�� 5 "�. ,4 � _ � � . , ��, � � :. ��; � :a, � . ,;� � _ _ , ' ". ,_,X f �� <,,::':::�:'.... , d D 1 PLAN t SEGTION � ' , �... '�i;��"��'.'�:�:.��'::` �R,. . i..:.�,...... ROOM NAME � T v��,��.;;�.:;~��.,� �� :::: y:°:::�.'' ,:::..x irkh�m �� BUILDING SEGTION 2 2 CUILDMGeEC710N "' " � �`��`'`� ` � 401755 AN� NUMBER sb P� � � '[x��' '��' , EXISTING FEATURE PROPOSED EXISTING FEATURE PROPOSE� CPLAN) wmeER ':'�°"� ' � � 15 IS WITH FINI3HES_ f'��'��' � E?�:�% '• . BATBE � _EARTH �PLYWOO� 6i «.>x ... . �-�, _ , ' , . ._ ,�/ 7��/ ['_ I� BNEET NtIDER T d.� 'S'�' / 'f %'*t%�: ` q • /�� V _ BASE F�ooR s»'' 4 f • . ,. �4 � I� I . , �.,,. �'; ,P!° _.-�-�� CONTOUf2 -- � SPOT ELEVATION � � � ' . ,.r..%" ::.�.,�.' '� G7 CERAMIG7ILE WALLB 'v%" �� ' �`> . ..:^..... /� � PROPERTY L INE --- (� NY�RANT wD� GrsiOn wooD PR�ILE % � .,>,�„ f, :..::::,,�,V' - -—Fe }-( � WD7 BTANDAI�PId�FILE WOOD PAMi GRADE CEILMG �ROGfG �FINISH UJOO� �'�a � ` ` ',. , ��E� ��C�\ i� .K,.<. � �"e 'c< ::.�>.;>.r ,y.,.>:'?� R R1B6ERBASE ��'� �� . :`:::� a.3:::£:!':':':.i�' � f - � GENTER L�NS - �� VALVE —�— BUILCING SEGTION S r� �r �w '��, �'> "�,7 'h ` , FLOOR a�c»�e�.d+'� b�.��a�a� � �� '. a fELEVATI0IV) A1 POROUS FILL ROUGH WOO�/ �:>' ?:z;,:;:yr'� -�— � �CONTINUOUS '�"�'> �� s�� ----- EASEMENT/SETBACK ----- UTILITY POLE C BEALEDCR�CRE7E �y' t '��,� �F�� I RICaNT OF WAY ;_ .. . �" ,:�� " TRANSFORMER c� ce�TC riLEPAD ,,,,,,,�,,,„„, U�rJ ':..'. k k � • �,,.,,,,i,,,,,,w<....,...�r�......�•^" .t'::', �'ol"� �':::i ,;, �'�� ;"`F; 'M1 FENGE ° ° WD upODRMKFLOORMG TOP °vOIL ROUGH UJOO�/ . �,�>�'j. < . f, •Nf>%•`�'��.r��.,< �} L ICsNT VCT vMYL COMP081710N TILE � � ' "'' � � ,.,, , �3 �� A L I Y � Bt BTONE �ISGONTINUOU°v °`;:> ''�.,µ �':;u N,3�:r:.f'r.Ay>v' t.>;sr� .,. � .%' . .��l,� :'��;, . � ST STORM �RAIN ST � �,� ' ,; � - . � �� , . Date. '7•�V.�0 � E31CsN � CPT7 HEAVT DUTT CARPET AND PAD `�>4 F .R. ` S ASPHALT PAVINGs/ . '�+' � '�� ':> . 5{ .Y`l . :;s�" i ��i;.t:;•�as� BAN�. PLASTER �� -,:.,, .:'sz j�,. =.r ., y. 88 SANITARY SEWER gg � � WALL3 �ROA�BE� MAT'L +. . '. atS� ' �`>, >`X� � '" ;.f` ' �d. �• Ea,hw,. � ' .�•'� x:��. �'. ' 4.ZG.�O D.R.B.SUBMIITAL W WATERLINE W O MONUMENT O WALL °✓EGTION q� .:� .�� ,. � ��.s;�� o� .. � O� METER PIT �❑ �:n `;>; . ,.,.�`� �:: . 5.28.10 BID PACKAGE G SEALED GONGRE7E "�l ��'� � . 3c'i'. t.b,. <y^ � f . YY S'k�f;� 'w CT GERN'11C71LE ' �;;?';"`:�>. � �� E ELECTRIG LINE E STONE vENEER ,., �`' pqEq pp� GP GTP81d1 DOARD-TAPED BANDED PAMTED BATT INSULATION k �i„ �• � .y;��:�� O • � � .� � � t <> ., � 6.28.10 PERMIT PACKAGE �r;r � MANHOLE GT GTP&J'7 COAI�•7APED BANDED TEXTURED PAINTED. '%.� t:` . � G G :'::..s:,' y � .C3�. . .�� CsAS L INE GF G7P&J'1 BOARD TAPED BANDED. "'>� �:. �%3 CATGH BASIN � a �`�...� :��:.�' G7C G7 W/CU�TOH PROFILE CHAIR RAIL ^�.� � � ,'f��'� � � y, .y GABT IN PLAGE , r;.r.v -. _ . � •:`�? � �;::>::>Hi� is>i��'. S BTOdE � � '• GONGRETE RICsI� INSULATION � :� "�"� �..'��,,:..,� : �y.�� ;','a/� �� '�� ,r;>;:�f /° �� 7.ZG.10 PERMIT REVISIONS � T TELEPHONE LINE T , '�'r y.'? .. . �� / O GLEAIV OUT � DE7AIL wa�eER b GEILINCs , • �"�i�,' . �"� . �,h: €:� � ,z�t / 6 � ,,,t'''rH GTV GABLE TELEVISION CTV � OUTFALL/HEADWALL � :r'" :��..�t �S ..,.. , ��; i �:::::::::>' ''. ,:,�;'�',.. A] 8NEE7 NIIMDER C BEALED CONCRETE '' q ' � � �� G GYW,lUP1 EOARD-7APED PRECAST GONCRETE — '� �`�J� ''f� � �3.. ,// `vi"� ,:,n: � WOOD STUO ' � �✓ � �1'4 �- , ,/�,�� .>r ,�xFS "rJ y j,,,,� � ��a.�.��,.,`.,:.: `� , �'• ��/' }.x,.y., 'Fy;:;;. --- DRAINACsE LINE "' GP GTPdd1E0ARD TAPED BANDED PAMTED. ) " � �y �, � BENCNMARK � �ETAIL BLOWUP GT GYP&J9 BOARD•TAPED 84NDED TEMIIRED PAMTED. •r..•.'v � '"a �` �^�.�f. .� � � GF G7P&1'7 BOARD TAPED BANDED_ ' r,� ! �'%?. . �y,,� ' V ' ' ` .� : ' y„ ' T �c'i^ i::>i CY' ' �4Ci aCOUerIC.4�tI�E CONCRETE BLOCiG METAL STU� 'y,r '�„'��~ . ��µ�� 1� @��`�.� �� 1 LIHIT OF WORK PLAN"A" � BORINCs LOGATION -�- ��1�� — ' ''�"'r . . , /'� �bs�5, �74 ��„ g' �' �.>;:;:;:>. MATCN LINE X EXISTING TREE WALL TYPE �m �.�� •r�" �✓/. ' � �,�� y,,. y�'4�,`Y , � � ;*�>,',� � �' , ?,l,.,'� ..^y�.. '� / t4 ��f5 . ��„B„ MARK STEEL CLCs_SCALE) EXISTING TO REMAIN "�';' `�� , � i��-, ,.;y� TREE TO BE REMOVE� � � � �� , , �""'' ., %%y , ��clv� : (• . • ;.,�>,: `9in. .` r:�,`'+'• .��''.:.:.' Q �OOR MARK � oi¢ � - - - - REMOVE EXISTING F:;;, .��`^ . ..''%<s . ,. .F'./ � 2,�.�1�E';: •� Fdw9 ,,. TRIANGULATION POINT pETAIL GLJT 3 r.; ti`;.. � '"'�' `" �� , Al2 ,i ..��f. CsYPSUM BOAR� CLCs_SCALE7 _ _ _ _ ,. , , � f WIN�OW MARIG O • ( 3><f �%' 0 10 Ym 40 •, ,,r .,, ................�,,,.,._..,..,,,. vr ,,,;• „ .� /.� CsRAPHIG SGALE µ�'��M � �� r,,,,,,,,,,,,,,,,_......, ELEVATIONS 5 REVISION Q ELEVATION ' £ "� # �x3""�`��, � IN�IGATION E A'7 DEBCRIPTION OF % # �..� � �� ELEVATIRI � ,,.,. ....,» .... .. ".....'^""",.""• < TOP OF PLYtiIOOD WOO�SI�INGs 5 �" � ELEVATION � �WOO� BIMILAR DETAIL MARK 10m-0"(� . ' �C�J � �� R ELEVATION OR � OR DETAIL WMBER � � e �j�� ^- ^'^�' NORTN ARROW RELATE� 4 3 STONE A� AI7 DR/WIING Nl'1DER GLASS �ETAIL GUT BHEETMJ�IDER NORTH NORTH NORTN SELOW OR ABOVE .�•'' BIMILAR8HEE7 ��WI� TITL� �' �� '�i� $OGGp TE� BHAIGE COVER SHEET Qc co�rr�cKr � DIVISION 1: CsENERAL REQUIREMENTS A. REFERENGE STANDARDS= E. LANDSCAPE: p DIvISION 8- DOORS AND IUINDOIUS �. PENETRATIONS OF MAJOR STRUGTURAL MEMBERS SHALL BE DISCUSSED WITH DIvISION 15: DESIGN-BUILD MECNANIGAL REQUIREMENTS I. U1pRIG SHALL BE PERFORMED IN AGGORDANGE WITH THE 2009 EDITION OF THE INTERNATIONAL I. GENERAL GONTRACTOR SHALL PLAGE ALLRETAINING WALLS, INCLUDING ALL BOULDER WALLS ARGHITEGT/ENGINEER PRIOR TO DRILLING,AND SHALL FOLLOW MANUFAGTURER'S ,a EXTERIOR DOORS: RESIDENTIAL CODE,ALL GODES AND REGULATIONS OF THE TOWN OF VAIL,EAGLE GOUNTY, (IF ANY),AND SHALL PREPARE SITE TO A LEvEL AGGEPTABLE AS "ROUCsH GRADE". REGOMMENDA710NS_ A INTENT: COLORADO,AND OTHER APPLIGABLE STATE AND LOGAL GODES. ALL WORlG SHALL BE IN I. ENTRY DOORS ARE TO BE 2 I/4" THIGiG 50LID WOOD GUSTOM ENTRY DOOR OF STRAIGHT 8-FLOOR JOISTS SHALL BE DOUBLED UNDER ALL WALLS PARALLEL TO FLOOR JOIST FRAMING. I. THE INTENT OF THIS DE91GN-Bl11LD SPEGIFIGATION IS SOLELY FOR THE PURPOSE OF DEFINING AGGORDANGE WITH A.IA.DOGUMENT A201,GENERAL CONDITIONS OF THE GONTR.QCT FOR 2. CONTRACTOR SHALL PROVIDE A SEPARAT BUDGET FOR COMPLETION OF ALL LANDSCAPING GR.QIN FIR,HAND PLANED,WITH TEMPERED GLAZING A9 SHOWN ON DRAUIINGS AND GHOSEN BY GUIDELINES AND RESPONSIBILITIES OF THE DESIGN-BUILD CONTRAGTOR(D.B.C.)FOR THE W CONSTRUCTION,1991 EDITION. AS INDIGATED ON THE SGHEMATIG LANDSC4PE PLAN_ PROVIDE ALL LANDSGAPING 9.DIMENSIONS FOR FR,QMING SNALL BE PER ARGHITECTURAL DRAWINGS. OtLNER DESIGN AND GONSTRUGTION OF ALL MEGHANIGAL SYSTEMS REQUIRED. MATERIALS,AND PLANTS AS INDICATED OA THE DR.QWINCsS AND AS REQUIRED TO GOMPLETE B. COORDINATION: THE WORK. THE LANDSGAPE CONTRACTORSHALL INGLUDE BUT NOT BE NEGESSARILY LIMITED 2_ EXTERIOR DOORS SHALL BE PROVIDED WITH FULL HEAD,JAMB AND DOOR BOTTOM IUEATHER B. GENERAL REQUIREMENTS: �0-PROVIDE FIRESTOPP�NG AS REQUIRED BY CODE. � TO THE SPEGIFICATION OF GR.QSS SEED MI),SOD MATERIALS,SOIL,PREPARATION AND STRIPPINCs_ ' I. GONTRAGTOR SHALL FIELD VERIFY ALL EXACT LOCATIONS AND SIZES OF EXISTINCs UTILITIES TREATMENT lIF REQUIRED),PLANT PROTEC110N METHODS AND MATERIALS,MULGH MATERIAL, I. ALL REQUIREMENTS OF THE "CsENERAL GONDITIONS OF TNE CONTR.QGT FOR CONSTRUCTION", AS REQUIRED PRIOR TO ANY EXCAVATION. ALL UTILITIES SHALL BE INSTALLED PER THE AND ALL RELATED ITEMS TO COMPLETE TI-E WORK ALL U10RK SHALL BE WARRANTED FOR A ��- ALL UJOOD IN CONTAGT WITH EARTH SHALL BE GOATED WITH ASPHALTIG PAINT. B. INTERIOR DOORS: AIA DOCUMENT AZ01-198� APPLY TO THIS SEGTIOI�L UTILITY GOMPANY REQUIREMENTS AND RECOMMENDATIONS AND BE UNDERCaROUND SERVIGES_ PERIOD OF ONE YEAR MINIMUM AFTER GOM�LETION OF THE WORK �2-SHEATHINGS USED SHALL BE 5/8" EXTERIOR GRQDE PLYWOOD AT ALL STONE LOGATIONS AND SNALL BE 5/8" EXTERIOR CsR.4DE GYPSUM SHEATHING AT ALL OTHER LOGATIONS UNLESS �- INTERIOR DOORS SHALL BE 1 3/4" TNICIG CUSTOM SOLID STRAIGHT GRAIN FIR,SIZES,STYLES, �, TNE DESIGN-BUILD GONTRAGTOR ID.B.C�SHALL BE HIRED BY AND BE UNDER TNE DIREGTION � • 2. MEGHANIGAL UJORK AND ELEGTRICAL UIORK ARE TO BE DONE ON A DESIGN-BUILD BA515. 3- STANDARDS: NOTED OTHERWISE. 3/4" AND 5/8" EXTERIOR GRADE PLYWOOD AT ROOF. AND FINISH CHOSEN BY OWNER OF THE GENERAL CONTRAGTOR THE GENERAL CONTRACTOR SHALL HAVE ULTIMATE GONTRACTOR SHALL COORDINATE FULLY BETWEEN THESE GONTRACTORS AND ALL OTHER RESPONSIBILITY FOR GOORDINATION OF ALL PORTIONS OF THE U10RK,ESPECIALLY BETUIEEN � PORTIONS OF THE WORK. THESE DRAWINGS ARE SGNEMATIG AND SHOUI INTENT ONLY. THE a_ ALL PLANT9 AND PLANTING MATERIALSSHALL MEET OR EXGEED THE SPECIFICATIONS OF C. GARAGE DDORS: vARIOUS DESIGN-BUILD GONTRACTORS,AND BETWEEN DESIGN-BUILD GONTRAGTORS AND ALL CONTRACTOR IS RESPONSIBLE FOR PREPARING AND PROVIDING ANY ADDITIONAL DRAWINGS FEDER.QL,STATE,AND GOUNTY AND TOWN LAWS REQUIRING INSPEGTION FOR PLANT DISEASE B. FINISH GARPEN7RY: I_ EXISTING OVERHEAD GArZAGE DOOR TO REMAIT.L OTHER GONTRACTORS_ � AND INFORMATION REQUIRED BY STATE OR LOGAL OFFIGIALS. AND INSEGT GONTROL. �/� I. EXTERIOR TRIM: 3. THE D.B.C.SHALL ASSUME FULL RESPONSIBILITY FOR THE GENERATION OF DESIGN �+ J 3_GONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD ENGINEERING REQUIRED FOR THE b. Ql1ALITY,SIZE,NAME AND LAGGING SHAIL GONFORM WITH THE GURRENT EDITION OF �. PROVIDE NEUJ MOTORIZED OPERATOR WITH MINIMUM TU10 REMOTE CONTROLS. OPERATOR PARAMETERS,DESIGN,DOGUMENTATION, INSTALLATION OF THE MEGHANICAL SYSTEM,AND � PROJEGT, INCLUDINCs BUT NOT LIMITED TO STRUGTUR.4L LAYOUT,FOUNDATION LAYOUT,Sl1RVEY "HORTICULTUR.4L STANDARDS" FOR NUMBEF OF GR.QDE NURSER7 STOGiG,AS ADOPTED BY e. ALL EXTERIOR FASGIAS AND TRIM TO BE WESTE�I RED CEDAR IN 91ZES AND SHAPES AS SNALL NAVE INTEGRQL LIGHTS U11TN DELAYED OFF FUNGTION.PROVIDE EXTERIOR CODE PLAGEMENT OF THE MEGHANICAL 9YSTEM INTO OPERATIOPL THE MEGHANICAL CONTENT AND � � � LAYOUT TO BEGIN UIORK AND IMPROVEMENT LOGATION GERTIFIGATE SURVEY[IL.Ca THE AMERICAN ASSOGIATION OF NURSERYI"EN/PERSONS. SNOWN ON DRAWINGS IN SELEGT GR.QDE WITH ROUCsH SAWN TEXTURE_ ENTRY PAD. SUFFIGIENGY OF THE WORK REMAINS SOLELY THE RESPONSIBILITY OF THE D.B.C_ THE D.B.G. � SHALL COORDINATE PROBLEMS AND TO PAGILITATE THE GONSTRUGTION OF A COMPLETE AND � � � 4.GONTRAGTOR SHALL COORDINATE U11TH ARGHITECT ON ALL PORTIONS OF THE UIORK AND 4.GRASS SEEDS - ALL GRASS SEEDS SNALLBE FREE FROM NOXIOUS WEED SEEDS AND b. ALL SOFFITS TO BE ROUCsH SAWN PLYWOOD. STAIN OR PAINT AS APPROVED BY OWNER D. WINDOWS AND SLIDING DOORS: FUNGTIONING SYSTEM AGCORDING TO TNE DESIGN PARAMETERS AGREED TO BY TNE OWNER SHALL OBTAIN ARGHITEGT'S APPROVAL OF ALL ITEMS PRIOR TO ORDERINCs. RE-GLEANED,GRADE"A" REGENT GROP SE:D TREATED WITH APPROPRIATE FUNGICIDE AT THE � � TIME OF MIXINCs AND DELIVERED TO TNE SI E IN SEALED CONTAINERS WITH DEALER'S 2. INTERIOR TRIM= I_ ALL WINDOWS SHALL BE SIERRA PAGIFIG ALUMINUM GLAD WOOD WINDOW9 WITH COLOR 4.IF THE GENERAL CONTRACTOR CONTRAGTS 7HE MECHANICAL SYSTEMS TO MORE TNAN ONE O 5-GONTRAGTOR SHALL COORDINATE AND INSTALL ALL SLEEvES OR PREPARE FOR ALL GUAR.4NTEED ANALYSIS_ BRONZE 024 AS SHOUJN ON THE DR.QWINCsS W/LOW-E CLEAR INSULATED GLAZING. REFER TO DB_G„ IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRAGTOR TO GOORDINATE ,^ PENETRATIONS AS REQUIRED_ ANY GUTTING AND/OR PATCHING REQUIRED DUE TO A LAGIG OF 8. INTERIOR TRIM TO BE AS SHOUA�I ON DRAWINGS OR TO MATCH EXISTINCs PER DR.QU11NCsS FOR SIZES AND TYPES_ BETWEEN INDIVIDUAL DESIGN-BUILD GONTRACTORS TO ASSURE THAT THE PROVISlONS OF THIS � V/ Q COORDINATION SHALL NOT BE GONSIDERED AN EXTR4 GOST. ARCNITEGT/OWNER SEGTION ARE FULLY CARRIED OUT. O 2. ALL SLIDING DOORS SHALL BE SIERRA PACIFIC ALUMINUM CLAD WOOD SLIDING DOORS WITH � � c. Pera�tlTS: DIVISION 3= GONCR�TE 3. UJOOD FLOORING: GOLOR BRONZE 024 AS SHOUIN ON ELEVATIONS W/LOW-E GLEAR INSULATING GLASS. SIZES 5•TNE GENERAL CONTRAGTOR SHALL BE RESPONSIBLE TO SGHEDULE SUBMITTALS IINGLUDING � SHALL BE AS SHOWN ON THE DRAWINGS. ADEQUATE REVIEUT AND REVISION TIME),AND TO ENSURE THAT REQUIRED SUBMITTALS ARE I. CONTRAGTOR SHALL BE RESPONSIBLE FOR APPLYINCs AND OBTAININCs ALL REQUIRED PER STRUCTURAL OR AS FOLLOWS. a. ALL WOOD FLOORING SHALL MATGH EXISTING W/EXISTING MATERIAL FINISH TO MATCH NEW REGEIvED ON TIME TO AVOID DELAYS OP THE UJORK. THE ARGHITEGT AND HIS GONSULTANTS � O PERMITS AND UTILITY TAPS. MATERIAL FINISH < PER OWNER 3_ALL GLAZINCs SHALL BE MANUFACTURED FOR INSTALLAiION AT 8,200 FEET ABOVE SEA LEVEL SHALL REVIEW SUBMITTALS IN A TIMELY MANNER TO HELP AvOID SUGH DELAYS. AND TEMPERED UJNERE REQUIRED BY GODE. ALL HARDWARE TO BE MANUFACTURER'S �. OWNER SNALL BE RESPONSIBLE FOR PAYMENT OF ALL PERMITS AND TAP PEES_ I. ALL CONCRETE SHALL GOMPLY WITH ACI 3D4 AND ASTM G94 FOR MATERIALS AND b. PROVIDE 15"FELTS BETWEEN ALL FINISH HARDUJOOD AND SUBFLOOR PROVIDE PLYU100D $TANDARD FINISH AS APPROVED BY OUR�IER C_ QUALITY ASSURANGE: � Q � PLAGEMENT, SUBFLOOR AT HEATED TOPPING SLAB LOCATION. O 4-PROYIDE FULL SHOP DRAUIINGS POR ALL WINDOWS AND SLIDING DOORS WITH LARGE SGALE l ALL WORK SHALL BE DESIGNED AND EXEGUTED IN AGGORDANGE WITH THE GURRENT EDITION � D. INSURANCE: �- GONGRETE GOVERAGE: DRAWING9 SHOUIING U1INDOW ELEVATIONS AND DETAILS OF THE UNIFORI"I BUILDING CODE lUBC)AND ALL OTHER APPLICABLE STATE,LOCAL AND/OR - � - I �/2"qq P FAGE OF WALL G_ GUSTOM CASEWORK: PUBLIC UTILITY CODES AND REGULATIONS. O I. GONTRAGTOR SHALL GARRY GONTRAGTOR LIABILITY INSURANGE,WORKER'S COMPENSATION. " �� °�° P vERTIGAL FAGES EXPOSED TC EARTH 5-ALL WINDOWS AND DOORS ARE TO BE FACTORY CLAD EXTERIOR AND UN-PRIMED INTERIOR � � INSURANGE,AND OTHER INSURANGE'S (N AMOUNTS REQUIRED BY STATE AND LOGAL ' 3" �e�'e P BOTTOM OF FOOTINGS 1, CUBTOM GASEUJORK WILL MATCH EXISTING OR BE CHOSEN BY OUJNER/ARCHITECT. EXTERIOR GOLOR BRONZE 024. INTERIOR FINISH AS CNOSEN BY OILNER 2_ THE DESIGN,METHODB OP CONSTRUCTION AND MATERIALS OF THE MEGHANICAL SYSTEM SHALL - 2" g� P SLAB ON 6 MIL VAPOR BARRI=R BE IN ACCORDANGE WITH THE CURRENT EDITION OF THE FOLLOIUING APPLIGABLE � � � JURISDIGTIONS. - LAP ALL STEEL 30 TIMES BAR DIAMET:R,BEND RE-BARS AROUND ALL GORNERS �. ALL ARCHITECTUR.4L WOOD WORK SHALL GONFORM TO AWI GUSTOM GR.4DE STANDARDS. E. SHOWER GLAZING. REGULATIONS,REFERENGES A1.lD STANDARDS. CONTINUOUS_ SUBSTRATES SHALL BE 45 LB_DENSITY I1.lDU5TRIAL GRADE FIBER BOARD. a. UNIFORM MEGHANIGAL CODE IUMG) E. TEMPORARY SERVIGES: - LAP ALL WELDED WIRE FABRIC IW.WFa 4 MIAIIMUM OF I FULL MESH GRID AND TIE_ L SHOWER SURROUND GLAZING SHALL BE MIN,�" TEMPER_D,SILIGONE SET AS INDICATED ON � ' 3_ REINFORCING STEEL SHALL CONFORM TO AiTM A-615-15,GR.QDE 60. D. COUNTERTOPS: PER OWNER DRAWINGS_ b_ UNIFORM PLUMBING GODE fUPG) � I. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAININCs TEMPOR.4RY SERVICES SUGH AS 2_ SHOWER DOOR HARDWARE AS APPROVED BY OILNER POWER,LIGHT,HEAT,ENGLOSURES,WATER,SANITARY FAGILITIES,EROSION AND SEDIMENT 4.VAPOR BARRIER SHALL BE IN THIGKNE55'4S NOTED ON THE DRAWINGS AND SHALL BE L ANY PLASTIC LAMINATE GOUNTER TOPS SNALL GONFORM TO NEMA STD.LD-3-1980 - GP50 c. AMERICAN SOCIETY OF HEATING,REFRIGERATION,AIR CONDITIONING ENGINEERS IASHRAEJ GONTROL,TEMPORARY GONSTRUGTION FENGING,TREE AND PLANT PROTECTION,AND TRASN POLYETHYLENE CONFORMINCs TO ASTM E96lPERM RATING OF 0.0 STANDARD OF AND U.L.CLASS I. � REMOVAL ADEQUATE TO MEET REQUIREMENTS OF LOGAL JURISDICTIONS,MAINTAIN SAFETY OF PERFORMANCE. F. HARDWARE: d. AMERIGAN SOCIETY OF MEGHANIGAL ENGINEERS IASMEI THE SITE,AND MAINTAIN QUALITY,FOR THE DURATION OF CONSTRUGTION. 5.ALL INTERIOR CONGRETE WORK SHALL BE N AGGORDANCE WITH THE LATEST "A.G_I:' I. PROVIDE MANUFAGTURER STANDARD WINDOW AND DOOR HARDWARE AS APPROVED BY e. AMERICAN 50CIETY FOR TE9TING MATERIALS(ASTM) � F. QUALITY GONTROL: RECOMMENDATIONS AT�8 DAY MAXIMUM C7RED STRENGTH. OUINER DIVISION �: THERMAL AND MOISTURE PROTECTION f_ FACTORY MUTUAL LABORATORIES!FM) I. GONTRAGTOR SHALL MAINTAIN QUALITY CONTROL OvER SLIPPLIES,MANUFAGTURERS, F,,INTERIOR GONGRETE SHALL BE 3,000 PS.I_"EXTERIOR"CONGRETE AND SHALL BE PRODUGTS,SERvICES,SITE GONDITIONS AND WORKMANSHIP TO PRODUCE THE QIJALITY LEVEL AIR-ENTRAINED 3,0m0 PS.I.FOR POUNDATICN WALLS AND FOOTINCsS AND ALL EXPOSED A- oAMPPROOFIN�: DIVISION 9: FINISHES g. NATIONAL ELECTRICAL MANUFAGTURERS' ASSOCIATION INEMA) � SPEGIFIED IN ALL GASES. GONGRETE_ I. DAMPPROOF EXTERIOR SIDES OF ALL SITE WALLS NOT PART OF THE BUILDING FOUNDATION, A. GYPSUM BOARD: h. NATIONAL FIRE PROTECTION ASSOCIATION INFPA) 2. ALL PRODUCTS SHALL BE INSTALLED STRIGTLY PER MANUFAGTURER'S REGOMMENDATIONS FROM CsR.4DE TO BOTTOM OF FOOTINCs_ DAMPPROOFING SHALL BE HYDROXIDE 128 M AND/OR STANDARD TRADE GOUNCIL GUIDELINES. B. FOUNDATIONS: SPRAY-MASTIG BY SONNEBORN BUILDING PRODUCTS,APPLIED PER MANUFACTURER'S �- PROVIDE 1/2"GYPSUM BOARD AT INTERIOR WALLS AN� CEILINGS OR TO MATCH EXISTINCs, T. SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION ISMAGNAJ W REGOMMENDATIONS. ADJAGENT GONDITIONS. 3.COI'1MENGEMENT OF U10RK OVER PREVIOUS WORK INDICATES THAT INSTALLER HAS REVIEWED I_ FOUNDATION DESIGN IS BASED ON THE AS9IMPTION OF 1,000 PSF.SOIL BEARING GAPACITY. J- UNDERWRITERS LABORATORIES, INC.IULJ THE PREVIOUS WORK AND AGREES IT IS ACCEPTABLE AS A SUBSTRATE FOR HIS UIORK OILNER SHALL OBTAIN OPEN-PIT SOIL OBSERVATION REPORT FROM AN INDEPENDENT TESTiNG B_ SELF ADHERING SHEET IUATERPROOFING: T- PROVIDE 1/2"GLASS MESH MORTAR BOARD BY DUROCiG AT ALL UJALLS IN TUB AND SHOIUER LAB PRIOR TO ANY FOOTINCs PLAGEMENT RND SUBMIT TO ARGHITEGT FOR REVIEUI. vERIFY SURROUNDS AND BUILT-IN SNOWER BENGH. k. AMERICAN NATIONAL STANDARDS INSTITUTE lANS1J 4,WHEN SHOP DR4WINGS OR CUT SHEETS ARE REQIJiRED,OBTAIN ARGNITEGT'S WRITTEN ALL UNSTABLE SOIL CONDITIONS WITH ARGHITECT OR TESTING LAB BEFORE CONSTRUCTION 1. WATERPROOF ALL EXTERIOR SIDES OF BUILDING FOUNDATION WALLS AS SHOWN ON DR.4WINGS. APPROVAL OF SUBMITTAL BEFORE PROGEEDING U11TH WORK PROCEEDS. WATERPROOFING SNALL BE BITUTHANE 3m00 BY WR GRACE CO.OR JIFFY SEAL 140/6(d BY 3. PROVIDE 5/8" UTATER RESISTANT "WR"GYPSUM BOARG AT ALL MOIST LOCATIONS II.E. �. AMERICAN SOGIETY OF PLUMBING ENCsINEERS(ASPE) 5_ALL GONTR.QGTORS ARE RESPONSIBLE FOR REPAIRING OR REPLACING ANY DISTURBED OR PROTEGTO WRAP GORP_ INSTALL PER MANUFAGTURER'S RECOMMENDATIONS INGLUDING BATHROOMS,LAUNDRY,ETC.)AND AT WALLS WHICH WILL RECEIVE 9TONE VENEER OR TILE DAMAGED MATERIALS DURING THE SGOPE OF THIS PROJEGT_ 2_ PROVIDE CONTINUOUS REINFORCED CONCFETE GRQDE WALL ON CONGRETE FOOTINGS AS PRIMER,GORNER FILLETS AND COMPATIBLE PROTECTION BOARD. INOTE: TNIS FOUNDATION OTHER THAN TUB AND SHOWER SURROUNDS. 3. THE DESIGN AND PERFORI'1ANGE CHAR,4G7ERISTIGS SHALL GONF0�1`1 TO ALL PROFE9SIONAL SHOWN ON STRUGTURAL DRAIUINGS_ WATERPROOFING MAY BE GHANCsED TO DAMPPROOFING ABOVE UPON REGOMMENDATION OF G_ SUBSTITUTIONS: SOILS ENGINEER) 4-ALL GYPSUM BOARD WALLS TO BE TAPED,SANDED AND TEXTURED_ TEXTURE SHALL BE STANDARDS AND PRACTIGES AS ESTABLISHED BY THE CURRENT EDITIONS OF TNE FOLLOUIING 3_ ALL GONCRETE WALLS SHALL BE FORrIED LITH SOUND MATERIAL,PROPERLY JOINED, APPROVED BY OUINER AND WILL BE SMOOTH OR PALM FINISH OF DRYIUALL COMPOUND REFERENCES AND STANDARDS BRACED,SPACED AND OTHERUJISE SUPPORTED TO INSURE TIGH1TlESS AND RIGIDITY. PROPER G. SHEET MEMBR.4NE WATERPROOFINCs: MODIFIED WITH SAND. L SPECIFIC BRANDS AND MODELS OF PRODUCTS ARE SPECIFIED TO SET A STANDARD OF a. THE TOIL�I OF vAIL'S AMENDMENTS TO THE INTERdATIONAL ENERGY GONSERvATiON GODE QUALITY_ CONTR.4GTOR MAY PROPOSE ALTERNATE BRANDS FOR THE ARGHITEGT'S BLOCIGOUTS SHALL BE PROVIDED FOR ALl PIPES,DUGTS,ETG�ENTERING OR LEAVING THE 5.pROVIDE A USIs_200 B METAL TRIM AT ALLOCATIONS WHERE DRYWALL ABUTS DISSIMILAR , APPROVAL,WHICH ARE OF SIMILAR OR HIGHER QUALITY TO TNAT SPECIFIED IN ALL CASES. �ILDING_ I HAVENPMIG�GAT�L�I STALL PER ANUFAC URER'S RECO�ENDATIO SBOR S OWER PANAND SU�AGES. b_ AMERIGAN SOGIETY OF PLUMBINCs ENGINEERS IASPEJ � 4_GENER.QL CONTRAGTOR SHALL vERIFY FIN�L GONGRETE FORM LOCATIONS PRIOR TO LININGS. 2 CONTRACTOR MUST OBTAIN WRITTEN APPROVAL OF PROPOSED ALTEfa�IATE FOR THE PLAGEMENT OF CONGRETE. IF FORI"I LAYOIT vARiES C�)OR l-J I/2"FROM INDIGATED DESIGN, B. TILE: c. AMERIGAN 50GIETY OF HEATING,REFRIGERATION,AIR CONDITIONING ENGINEERS IASHRAEJ. � ARGHITECT BEFORE PROGEEDING WITH ANY SUBSTITUTIOrL D. vAPOR BARRIER: NOTIFY ARGNITEGT IMMEDIATELY FOR ALL 4DJUSTMENTS IN DIMENSIONS. 4.THE DB_G.SHALL BE A GONTRACTOR,LIGENSED IN THE JURISDICTION WHERE THE PROJEGT IS H. SUBMITTALS: I. PROVIDE MINIMUM •15 BUILDING FELT AT EXTERIOR FRAMED WALLS AND CsR4CE ICE AND �- ALL TILE WILL BE PROVIDED AND INSTALLED BY GONIR.QGTOR FOLLOW REGOMMENDATIONS LOCATED TO PERFO�"I THE PORTIONS OF TNE WORK HE INTENDS TO GOMPLETE. BOTH THE G. CONCRETE FLOOR SLAB: UTATER SHIELD AT ROOF/GEILING. LAP JOINTS AND TAPE TO SEAL. OF THE TILE GOUNGIL OF AMERICA IT.CAa FOR TILE INS�ALLATIONS AS FOLLOWS: PROPESSIONAL ENGINEER RETAINED BY THE D.B.G.AND THE PROFESSIONAL ENCsINEER(PE.J I. SHOP DRAWINGS ARE REQUIRED UNDER SOME DIVISION9 OF TNE UIORK AND ARE SPEGIFIED IN a. TILE WALLS SHALL BE INSTALLED AS FOLLOUIS: RETAINED BY THE ARGHITEGT SHALL BE LIGENSED IN THE STATE WHERE THE PROJEGT IS THE INDIvIDUAL SEGTIONS. WHEN REQUIRED,THREE BLUE LINE PRINTS OR COPIES FOR THE I_ PROVIDE A GONGRETE SLAB ON GR.4DE UHERE SNOtllIJ ON DR4WINCsS,PLAGED OvER 6" �_ PROVIDE 6 MIL POLYETHYLENE VAPOR BARRIER UNDER ALL INTERIOR SLABS AND GRADE. LOGATED. 1. SHOWER AND TUB SURROUNDS AND SHOUIER BENGHES OvER GLASS MESH MORTAR ARGHITECT'S APPROVAL. ELEGTRONIG SUBMITTALS ARE NOT AGCEPTABLE. C=RAVEL AND PROPERLY GOMPACTED SUE-GR.4DE.REFER TO STRUGTURAL DRAWINGS FOR �� LOGATION OF CONTROL JOINTS,TNIGKNESS'LIMITS AND SLOPES OF SLABS. SEAL EXPOSED E. FLASHINCs: BOARD: TLA.W-244 IUSE LATEX-PORTLAND GEHENT MORTAR AND CsROUT). 5_THE D$.G.SHALL GUARANTEE ALL MATERIALS,UJORKI"IANSHIP AND THE SUGGESSFUL V � tL OTHER TILED WALLS OvER "W.R."GYPSUM BOARD: T.GA.W-243_ GONGRETE SLABS U11TH SONIVEBORN "iGURE N-SEAL". OPERATION OF ALL EQUIPMENT AND APPARATUS INSTALLED POR A PERIOD OF ONE (I)YEAR 2. GUT SHEETS ARE REQIJIRED WHEN PROPOSINCs AN ALTERNATE AND WHEN REQIJIRED IN ANY I. THRU-WALL FLASHING,SILL,JAMB � HEAD FLASHING SHALL BE GR.QCE YYGOR SELF-ADHERED FROM THE DATE OF THE FINAL AGCEPTANGE OF THE ENTIRE UIORlC THE D.BL.SHALL REPAIR � INDIVIDUAL SEGTION OF THE SPEGIFICATION. PROVIDE THREE GOPIES OF EACH. 2. ALL GONCRETE WORK SNALL HAVE A SMOOTH TROWELED FINISH AND SHALL COP'IPLY WITH ACI FLASHING AND BE INSTALLED PER MANUFACTURERS REGOMMENDATIONS. b_ TILE FLOORS SHALL BE INSTALLED AS FOLLOWS: OR REPLACE ANY PART OF THE SYSTEM WH1CH MAY SHOW DEPEGT DURING THAT TIME_ �.J � 304 AND ASTM G94 FOR MATERIALS AND FLAGEMENT_ f T. SHOWER PANS OVER SHEET MEMBRANE UTATERPROOFING: T.GA F-121. �� I. MOGK-UP PANELS AND SAMPLES 2. ALL BEAMS AND LINTELS SHALL HAVE AN APPROvED FLASHING AND SHALL BE CONSIDERED ii_ INTERIOR THINSET FLOORS OVER WOOD DEGK: 1G.4.P-14�. � � AS BEINCs "WATER-TIGHT" EXGEPT AS NOTED ON DRAWINGS_ iti. INTERIOR THINSET FLOORS OVER CONGRETE: T.CA F-113. D. DESIGN-BUILD PROGESS OUTLINE: . I. MOGiG-UP PANELS OR SAMPLES SHALL BE SUPPLIED FOR THE ARGHITECT'S APPROVAL WHEN D. EXTERIOR CONCRETE SLABS: F_ BUILDING INSULATION: I_ THE D.B.C.SHALL SURVEY THE PROJEGT AND DISCUSS WITH THE OUINER,ARCNITECT,GENER.QL CALLED FOR IN THE INDIVIDUAL SPECIFICATION SECTIONS.MOCIC-UPS AND SAMPLES SHALL 2. ALL TILE SHALL BE SELECTED BY OWNER GONTRAGTOR,AND ALL APPLIGABLE SUBGONTRACTORS THE FUNGTION AND CONTROL OF THE L � BE AGTUAL SAMPLES OF THE WORK SHOWING COLOR,TEXTURE,FINISH AND/OR PATTERN TO BE I. PROvIDE CONCRETE PAVINCs SLABS REINFDRGED WITH WELDED WIRE MESH AT EXTERIOR AS I. NEU1 EXTERIOR FRAMED 5 I/Z" WALLS TO BE INSULATED U11TH R-20 FIBERCsLASS BATT. SYSTEM WITH REGARD TO THE BUILDING PROCsRAM. THE D.BL.SHALL DEVELOP AND PRESENT � � OBTAINED_ IF A PRODUGT HAS A RANGE OF GOLORS,TEXTURES,ETC.,PROVIDE AN ADEQUATE SHOWN ON DRAWINGS. G. CARPET: AMOUNT OF SAMPLES TO BE REPRESENTATIVE OF THE FULL RANGE_ ` TO THE OILNER,ARCHITEGT,AND GENER4L GONTR.QGTOR,THE DESIGN PARAMETERS ALONG L �- EXISTING EXTERIOR ZX4 WALLS TO NAVE I�" EXTRUDED RIGID INSULATION BY JOHNS-MANVILLE I. ALL CARPET AND PAD SNALL BE PROVIDED AND INSIALLED BY CONTRACTOR AND WITH THE FIRST GOST,ENERCsY COSTS AND APPLIGABLE ALTE�IATIvES_ THE D.B�C.SHALL O M ' �_ MOCiG-UPS AND SAMPLES MAY BE INCORPORATED INTO THE BUILDING UPON MEETINCs DIVISION 4: MASONRI' �AS INDICATED ON DRAWINCsS, REvISE THE DESIGN PARAMETERS UNTIL AGGEPTABLE TD THE OUINER AND SNALL RECEIvE ARGHITEGT'S APPROYAL. SELECTED BY OUJNER WRITTEN APPROVAL OF THE F1NAL DESIGN PARAMETERS PRIOR TO PROGEEDING WITH DESIGN � O � 3. NEW ROOF TO BE INSULATED W/3�" RIGID INSULATION 1 12"FIBERGLASS BATT INSULATION AS AND DOCUMENTATION. A. FIREPLAGES: � V � 3. OBTAIN ARCHITEGT'S WRITTEN APPROVAL OF MOGIG-UP OR SAMPLE BEFORE PROGEEDING INDIGATED ON DRAWINGS_ NEW ROOF TOTAL R-vALUE EQUAL TO R-39 MIPL ' D. PAINTING: 2. THE DB.G.SNALL DESICsN THE SYSTEMS TO ACHIEVE THE APPROVED DESIGN PARAMETERS_ � ` � WITH UJORK I_ FIREPLACE DIMENSIONS ARE DESIRED SIZES ONLY_ GONTRAGTOR TO VERIFY TNAT DURING THE DESIGN PHASE THE D.B_G.SHALL GOORDINATE WITH ALL DESIGN PROFESSIONALS � 4_FOUNDATION WALLS TO BE INSULATED WITN � I/2" THIGIG EXTRUDED POLYSTYRENE BOARD DIMENSIONS U11LL ALLOW FOR PROPER FUNGTIONING,DRAW,ETG_ WNOSE U10RK INTERFACES WITH THE MECHANIGAL SYSTEMS IN ORDER TO PRODUGE A �/ •� � J J. PROJECT CLOSE-OUT: INSl1LATION_ INSULATION SHALL BE DOW STYROFOAM THERMADRY INSTALLED ON INTERIOR I_ GENER.QL GONTRAGTOR,PRIOR TO PAINTING ANY SU(�AGE,SHALL COMPLETELY MASK, COMPLETE AND FUNGTIONING SYSTEM APPROPRIATE FOR THE USE AND DESIGN INTENT OF THE i` � ' FAGE OF IUALL,FROM GRADE DOU1N TO FOOTING. REMOVE,OR OTNERWISE ADEQUATELY PROTECT ALL 11EMS IN GONTAGT WITH PAINTED L � M 1. AT THE END OF THE PROJEGT,GONTRAGTOR SHALL PROVIDE OWNER WITH MAINTENANGE B. STONE: SURFACES BUT NOT SGHEDULED TO RECEIVE PAINT. SLRFAGES TO REGEIvE PAINT OF OTHER PROJEGT_ �� MANUALS,PRODUCT LITERATURE,SPEGIAL TOOLS AND WARR.4NTIES FOR ALL MEGHANIGAL 5.NEW SLAB ON GRADE SHALL HAVE 2" EXTRUDED RIGID INSULA710N MIN.4' IN FROM SURFAGE TREATMENTS SNALL BE THOROUCsHLY GLEANED,FREE FROM DIRT,OIL,AND ALL O AND ELECTRICAL EQUIPMENT,APPLIANCES AND OTHER MANUFACTURED PRODUGTS. FOUNDATION UTALLS. OTHER FOREIGN SUBSTANGES. SPOT PRIME ALL EXPOSED NAILS AND OTHER METALS WHICH 3- THE D.B.G.SHALL DEVELOP GONSTRUGTION DOGUMENTS INGLUDINCs DR.4WINGS,SPECIFICATIONS � � � � I_ ALL ROUGH STONE SHALL BE GALLEGOS CJRPORATION "Z5 GOLORADO BUFF STAINED STRIP AND EQUIPMENT SUBMITTALS RELATING TO THE MEGHANIGAL WORlG. THESE DRAWINGS SHALL ARE TO BE PAINTED WITH EMULSION PAINTS,USING A PRIMER REGOMMENDED BY THE Z- AT THE END OF THE PROJEGT,GONTR.QGTOR SHALL PROVIDE OILNER WITH AN INSTRUGTIONAL AS SELEGTED BY THE OWNER GENER.4L C�NTRAGTOR SHALL SUBMIT SAMPLES AND DEFINE THE SGOPE OF WORK AND LEvEL OF PERFORMANCE WITH RESPECT TO DESIGN M O� 6. ALL INTERIOR WALLS,FLOORS,AND GEILINGS OF BATHROOMS AND BEDROOM WALLS AND MANUFACTURER OF TNE GOATINCs SY9TEM. WNEN APPLYINCs PAINT,ALLOW SUFFIGIENT DRYING • ,^ WALiC-THROUGH OF ALL I"iECHANIGAL,ELECTRICAL AND SPEGIALTY ITEMS,EXPLAINING START CONSTRUGT A 3'X4' SAMPLE PANEL. ALL RONE SNALL HAVE A GRADATION MATGNING THE PARAMETERS AS WELL AS CONSTRUGTION PROGEDURE AND RESPONSIBILITY. THE D.B.G. �y I FLOORS SHALL BE INSULATED WITN 3 I/�" THIGfG SOUND ATTENUA710N BATT INSULATION BY US. TIME BETIUEEN COATS,AND DO NOT APPLY PAINT IN AREAS WHERE DUST IS BEING � UP AND SHUT DOWN PROCEDURES,AND MAINTENANGE PROGEDURES. <1PPROVED SAMPLE. STONE vENEER TO� 6" THICIG NOMINAL. GYPSl1M IF NOT INSULATED 11NDER SEGTIONS I THROUCsN 5 ABOVE. GENERQTED. PAINTING SGHEDULE UJILL BE PROVIDED AS APPROVED BY OUAdER t AS SHALL RETAIN A PROFESSIONAL ENGINEER lP.E.J TO REVIEW THE CONSTRUGTION DOCUMENTS Q � AND PRODUGE A PEER REVIEW REPORT STATING THAT IN THE P.E:S OPINION THE DESIGN � 2_ATTAGH TO BAGiGING WITH HEAVY GAUCsE,AON-CORROSIVE TIES AT AN INTERvAL OF ONE TIE POLLOWS PARAMETERS WILL BE MET BY THE SYSTEM AS DESIGNED. THI9 PEER REVIEUI REPORT SHALL K FINAL GLEANINCs: PER 2 SQUARE FEET_ �. PROVIDE GONTINUOUS i" THIGIG BY 6" U11DE FIBER.'sLASS BATT SILL INSULATION BETWEEN � BEAR TNE LIGENSE STAMP OF THE P.E_ THE D.B.C_SHALL TNEN&UBMIT THESE CONSTRUGTION � O FOUNDA7101J WALL AND WOOD SILL PLATES_ a. FINISH I. ALL DRYWALL DOGUMENTS U11TH COPIES OF THE APPROVED DESIGN PARAMETERS AND PEER REVIEUI L CONTRACTOR SHALL CLEAN TNE ENTIRE PROJEGT - INTERIOR,EXTERIOR AND SITE - SUGH 3..QLL MORTAR GOLORS AND/OR PATTERNS O BE SELEGTED BY THE OWNER PRIMER: PRIMER - SEALER REPOR7,FOR THE GENERAL GONTRAGTOR'S REVIEUT AND COMMENT. � � FINISN= (2 COATS)ALiCYD FLAT OR EG-SHEL THAT THE OWNERS MAY OGGUPY THE PROJEGT WITHOUT HINDRANCE. THIS INCLUDES,BUT IS �V NOT LIMITED TO,GLEANING AND POLISHING ALL FLOORS,WALLS,WINDOWS,APPLIANCES, G- ROOFINCs: � • b. FINISH "�: STUGGO 4.UPON REVIEW,THE CsENERAL GONTRAGTOR SHALL FORWARD THE CONSTRUGTION DOGUMENT FIXTURES,FITTINGS AND SITE WORIC l WATERPROOF MEMBRANE AND UNDERLAYMENT SHALL BE EITNER "BITUTHENE" ICE AND WATER PRIMER: AS APPROVED OR REGOMMENDED BY STUGGO INSTALLER SUBMITTAL TO TNE ARCHITECT. THE ARCHITECT WILL FORUTARD THE GONSTRUCTION DOGUMENT SHIELD SYSTEM BY W.R GRAGE OR "PROTECT-O-WRAP" 140/5S BY JIFFY SEAL_ FINISH: f2 COATS)BEHR PREMIUM PLUS INNOCE�E W-D-��O SUBMITTAL TO THE PF.RETAINED BY THE ARCHITEGT FOR CONGURRENT REVIEW AND � DIvISION 5: METALS COMMENT. TNE ARGHITECT SHALL REVIEW THE GONSTRUGTION DOGUMENT SUBMITTAL FOR DIVISION 2: SITE WORK PER STRUCTURAL OR AS FOLLOWS_ 2_ ASPHALT SHINCsLES: GAF "TIMBERLINE PRESTIQUE 30" FIBE�SYsLASS BASED ASPHALT � GOORDINATION OF UIORK RELATING TO ARGHITECTURAL GONSTRAINTS AND INTENT ONLY_ TNE � A. STRUGTURAL STEEL: SHINCsLES GOLOR BARKU100D,GOMPLYING UJITH ASTM SPEGIFICATIONS: E 108 GLASS A,D 3161, c_FINISN 3- DOORS AND OTHER NATUR.4L WOOD FINISNES ARGHITEGT SHALL RETURN THE REVIEUJED DOCUMENTS WITH THE P.E:S AND ARCHITEGT'S A. SITE PREPARATION: 3018 TYPE I,D 228.AS APPROVED BY TOIUV OF VAIL DESIGN REVIEUJ BOARD. PRIMER SANDER EALER GOMMENTS,TO TNE GENERAL CONTRAGTOR FOR FORWARDING TO THE D.BL. THE D.B.G.SHALL L STRUCTUR4L STEEL DESIGN INFORMATION -SEE STRUGTUR.QL DRAWINCsS_ STEEL SIZES AND FINISH: (2 GOATS)URETNANE VARNISH COLOR AS APPROVED NOT START GONSTRUGTION PRIOR TO REGEIVING AND RESPONDING TO REVIEWED DRAUIINGS. � L PERFORM MINIMAL GLEANING/GRUBBING TO PREPARE SITE FOR MASS EXCAVATION. FINAL STRUGTURAL DETAILS 9HALL BE PROVIDED BY THE STRUCTIJRAL STEEL � 5,TNE P.E.RETAINED BY THE D.BG_SHALL ALSO BE RETAINED TO INSPECT THE MECHANICAL CONTRAGTOR/FABRIGATOR ARGHITEGT H�S REVIEWED STRUGTURAL DESIGN FOR BASIG d_FINISH 4- EXTERIOR FASGIA SYSTEMS AND PREPARE A WRITTEN REVIEW AT THE ROUGH-IN STAGE AND AGAIN AT FINAL � 2. STRIP TOP SOIL AND RETAIN ON SITE. STRUGTURAL AND DESIGN REQUIREMENTS CNLY_ PROVIDE SHOP DR.QW1NCsS PRIOR TO STAIN: BEHR SEMI-TRANSPARENT U100D STAIN lOR APPROVED EQUAL) GOMPLETION. THE D.B_C.SHALL FORWARD A COPY OF THESE IURITTEN REVIEUJS THROUCsH THE � FABRIGATION. ALL STRUCTURAL STEEL SH�LL GONFORM TO ASTM A36. H. SIDING- PRIMER: AS REQUIRED t RECOMMENDED BY STAI�d MANUFAGTURER j 3. REFILL SITE AS NEGESSARY TO MEET NEW AND EXISTING GRADE LINES PER SITE PLAN_ FINISN: SEMI-TRANSPARENT U100D STAIN: TUCsBOAT DP-535 GENERAL CONTRAGTOR TO THE ARGHITEGT_ TNE D.B.G.SHALL PE�ORI`1 ANY AND ALL � �_ALL FERROUS METAL FABRICATIONS SHALL HAVE WELDS GROUND SMOOTH AND ONE SHOP L UIOOD SIDING SHALL BE ROUCsH-SAWN GEDAR BOARD AND BATTIN AS SHOWN ON DRAWINGS f NOTE: ALL FASGIA AND TRIM TO BE BACIC-PRIrED PRIOR TO INSTALLATION s1DDITIONS AND MODIFIGATIONS REQUIRED BY THE REPORTS_ UPON FINAL GOMPLETION,THE 4.GONTRAGTOR SHALL PROVIDE ALL MEAN9 NEGE&SARY OR REQUIRED TO INSURE PROPER APPLIED COAT OF PRIMER WHICH SHALL � TOUGHED UP AFTER EREGTION. AS APPROVED BY OUINER AND ARGHITEGT. GONTINUOUS LENGTN BOARDS, INSTALL PER D.B.C.SNALL GERTIFY, IN WRITING,TNAT ALL MEGHANIGAL SYSTEMS ARE INSTALLED PER � � �n SOIL EROSION GONTROL, INGLUDING THE REMOVAL OF SELECTED TREES AND PLANTS. ACCEPTED P'IE7HODS_ e.FINISH 5: EXTERIOR BOARD AND BATTIN SIDING CODE,CONTRAGT DOCUMENTS,AND INDUSTRY STANDARDS. �� 3, ALL STEEL IN GONTACT UJITH EARTH,MASOM�Y OR OTHER DISSIMILAR METALS,SHALL BE STAIN: BEHR SEMI-TRANSPARENT UJOOD STAIN (OR APPROVED EQUAL) 6.PRIOR TO RECEIv�NCs FINAL PAYMENT,THE D.B.C.SHALL PROVIDE THE OUINER IUITH TNE � 5_GONTR4CTOR SHALL INSTALL ALL BASINS,SIDEWALiGS,CURBS,CULVERTS,ETC_PER LOGAL GOATED IUITH ASPHALTIG PAINT. I. WIND INFILTR.QTION BARRIER: PRIMER: AS REQUIRED i REGOMMENDED BY STAITd MANUFAGTURER PROJEGT GLOSE-OUT DOGUMENTS,A UJRITTEN COPY OF THE ONE-YEAR WARRANTY,AND A PREVALENGE GODE REQUIREMENTS AND GONSTRUGTION STANDARDS. NOTE: ALL BAT71N STRIPS TO BE BAGiG-PRIMEC PRIOR TO INSALLATION 1. ALL FRAME WALLS SHALL BE GOVERED WITH �19 ASPHALT IMPREGNATED BUILDING PAPER OR FINAL WALIG-THROUGH TO EXPLAIN OPERATION AND MAINTENANCE OF THE SYSTEM TO THE � B. FLASHINGS AND SHEET METAL: "TYVEIG HOUSEWR.4P" INSTALLED PER MANUFACTURER'S DIREGTIONS_ RE: DRAWINGS FOR OWNER'S SATISFACTION. 6.THE SITE/GR.QDING PLAN IS BASED ON INFORI"IATION PROVIDED BY OTNERS. THE ARGHITEGT ALL WOOD SURFAGES TO REGEIvE PAINT SNALL HAVE 4 MOISTURE GONTENT OF 12qq D OR Qnal . � ASSUMES NO RESPONSIBILITY FOR THE ACGURACY OF SUGH_ HOWEvER, IN THE EVENT OF ANY LOCATIONS. LESS. � I{irkham DISCREPANCIES,NOTIFY THE ARGHITEGT PRIOR TO COMMENGEMENT_ I_ ALL FLASHINGS AND SHEET METAL SHALL BE INSTALLED PER STANDARD PRACTICES AS E. SUBMITTALS: DESGRIBED IN THE S1'1A.C.NA.HANDBOOK J. JOINT SEALERS: GOLOR AND SHEEN SNALL BE CHOSEN BY OUINER I_ THE GONSTRUGTION DOCUMENT SUBMITTAL SHALL INCLUDE FIVE (5)COPlES OF ALL 401755 B. EARTH WORIG C. MISCELLANEOUS METALS= MECHANIGAL DESIGN DOGUMENTS INGLUDINCs DRAUJINGS,SPEGIFICATIONS,MATERIAL AND � � �. PROVIDE JOINT SEALERS OF THE FOLLOWING TYPES: E_ REQUIREMENTS: EQUIPMENT PRODUGT DATA AND ANY OTHER INFORMATION NEGESSARY TO THOROIJGNLY �� 7.�7i�� I. GONTRACTOR SHALL ARRANCsE FOR AN OPEN-PIT SOIL INVESTiGATION BY SOILS ENGINEER I_ �OUCsHT IRON RAILING_ ALL RAILINGS GUARD R.41LS AND HAND RAILS ETG.TO MEET DEFINE THE SYSTEM AND DEMONSTRATE THAT THE SYSTEM U11LL MEET THE DESIGN , ��+ `1�� RUN SEWER AND WATER LINES BELOW FROST LINE_RUN GABLE TV,ELECTRICAL,GAS, ALL NATIONAL AND LOCAL GODES THAT HaVE JURISDIGTION_ a_ EXTERIOR: ONE PART POLYURETHANE,PECORA DYNATROL I_ 1. NFPA 90A SHALL GOVERN WHERE APPLICABLE_ MATERIALS SHALL MEET ASTM E-84 PAR.QMETERS. THIS SUBMITTAL SHALL ALSO GONTAIN THE APPROVED DESIGN PARAMETERS �ec�� i1'RC`` TELEPHONE AND OTHER UTILITIES IN TRENGHES AS REQUIRED BY LOCAL JURISDIGTIONS. STANDARD FOR SMOKE DEVELOPMENT OF 50 OR LESS,AND A FLAME SPREAD OF 29 OR AND THE STAMPED PEER REVIEW REPORT. a{ 1 b. INTERIOR: AGRYLIG LATEX,PEGORA AG-20_ LESS_ UTILITY LOCATES SHALL BE COORDINATED WITH LOCAL UTILITY GOMPANIES AND OU�IERS. � 2_ THE PROJECT CLOSE-OUT DOGUMENTS SHALL CONTAIN: DIvISION �o: UJOOD AND PLASTICS c. BATHTUBS,SHOWERS AND OTHER UJET AREAS- SILIGONE,GENERAL ELEGTRIG SANITARY 1 2. INCLUDE EXCAVATION AND STORACsE OF FILL MATERIALS_ EXGAVATION FOR BUILDING ITSELF n00. DIvISION I0: SPECIALTIES a_ ALL MANUFAGTURERS' PRODUCT DATA,LISTINCs MODEL NUMBERS AND SPEGIFIG SHALL EXTEND APPROXIMATELY �'-0" OR A5 NECESSARY FOR SAFETY OUTSIDE OF UJALLS_ PER STRUCTURAL OR AS FOLLOWS_ INFORMATIOIV FOR EAGN PIEGE OF EQUIPMENT IN THE MEGHANICAL SYSTEM. EXGAVATE FOR FOOTINCsS AND PADS_ d_ EXPANDING FOAM SEALANT: POLYGEL ONE BY W.R.GRACE GO. .4 BATN AGGESSORIES: � A. ROUGH GARPENTRY: Date.S.ZS.�O 3_ EXCAVATE FOR UTILITY TRENGHES AND PROVIDE FOR PROTEGTION OF UTILITIES_ I_ BATH ACGESSORIES SHALL BE AS GHOSEN BY ARCHIiEGT/OWNER i PROVIDED/INSTALLED BY b. COMPLETE DETAILED INSTRUGTIONS GOVERINCs OPERATION,LUBRICATION,GENERAL 1. ALL FR.QMING LUMBER SHALL MEET OR EkGEED THE FOLLOWING SPEGIFICATIONS: 2. PROVIDE JOINT BAGKING BOND BREAIGER AND/OR PRIMER AS REGOMMENDED BY MAINTENANCE,THE REPAIR OF ALL EQUIPMENT FOR PLUMBING,HEATING,vENTILATION,AND AIR a. ALL HEADERS,BEAMS,JOISTS,AND HORIZONTAL FRAM1NCs MANUFAGTURER GONTRACTOR CONDITIONING SYSTEMS_ ReVISIOI�S� � 4_FINISH GRADE ON LANDSCAPED AREAS IUITN STOGiG PILED TOP SOILS FROM SITE. �b = 1,250 PSI AND "E" = 1,6000,000 � GOORDINATE WITH LANDSGAPE CONTR4CTOR FOR ALL SITE WORK 3.GOLORS TO BE SELEGTED BY OWNER B. FIRE EXTINGUISNERS: c. TEMPERATURE CONTROL DIAGRAM WITH SEQUENCE OF OPERATION FOR ALL SYSTEMB. S.ZS.10 BID PACKAGE 5_FOLLOW REGOMMENDATIONS OR SOILS REPORT FOR EXCAVATION,BAGIG FILL AND b_ ALL POST,STUDS,PLATES,SLEEPERS,FURRING,ANO BRIDGING 4.PROVIDE SEALERS IN THE FOLLOWING LOCATIONS(MINIMUMk ' 1_ PROVIDE 5 LB.A-B-G GENER4L PURPOSE EXTINGUISHERS WITH MANUFACTURER'S STANDARD TNE ABOVE INFORMATION SNALL BE TYPEWRITTEN AND BDUND IN A LOOSE LEAF BIIJDER FOR 6.ZS.10 PERMIT PACKAGE � fb = Ijd00 PSI "E" = 1,6000,000 COMPACTION_ WALL MOUNT BRAGICET AT GARACsE AND MEGHANIGAL ROOM. THE OWNER'S USE_ TWO!ZJ COPIES SHALL BE SUBMITTED_ 7.ZG.10 PERMIT REVISIONS i c. MACHINE BOLTS - ASTM A301 6.ALL FILL MATERIAL SHALL BE FREE FROM ORCaANIG MATTER AND OTHER DELETERIOUS e. JOINTS BETWEEN EXTERIOR DOOR AND WINDOW FRAMES AND ROUCsH UIOOD FRAMINCs - FILL GAPS GOMPLETELY WITH EXPANDING FOAM SEALANT. 3_ AS-BUILT DRAWINGS: PROVIDE ONE (I)SET OF GOMPLETE AS-BUILT DRAWINGS. DRAWINGS SUBSTANCE AND 5HALL GONTAIN NO ROGIGS OR LUMPS OVER 3" ITHREE INCHES) IN THE d. LAG BOLTS - FED_SPEC.FF-F-1-I IGALv.AT EXT.LOGATIONS) DIvISiON I1: EQUIPMENT SNALL ACGURATELY SNOW THE MEGHANIGAL SYSTEM AS GONSTRUCTED,GOMPLETE IN ALL CsREATEST DIMENSION. ANY FILL REQUIRED BENEATH FOUNDATION OR FLOOR SLABS SHALL b_ UNDEt2 DOOR THRESHOLDS. RESPECTS_ BE WASHED GRANULAR FILL OR SUITABLE NON-ORL'aANIG SOIL GOMPACTED TO 95�qo D OF A. DIREGT vENT GAS FIREPLAGE: THE MAXIMUM MODIFIED PROGTOR DRY UNIT WEIGHT, IN GENERAL. ALL FOOTINCsS SHALL BEAR e. NAILS - GOMMON FED.&PEC FF-F-I-I C4ALV.AT EXT.LOGATIONS) ON ORIGINAL UNDISTURBED HARD,STIFF BROWN OR GRAY SILT. GLAY SOIL WILL NOT BE c. EXTERIOR JOINTS BETWEEN DISSIMILAR MATERIALS SUGN AS STUCCO,WOOD AND STONE. I. PROVIDE ONE NEW GAS-FIRED DIRECT vENT FIREPLACE W/BLOWER ICIT_ SIZE AS INDICATED AGGEPTABLE. ALL IMPORT EARTH SHALL HAVE A GOEFFIGIENT OF EXPANSION OF NOT MORE 2- ALL UIOOD BLOGIGING,UJOOD FRAMING,U100D FURRING,ETC.USED IN GONTACT U11TN TNE EARTN ON DRAU11NCsS.MANUFAGTURER AND 1"IODEL TO BE DEiERrIINED AND APPROVED BY OILNER OR CONGRETE SHALL BE PRESSURE TRE?,TED WITH DEGAY RESISTANT MATERIALS I1J d. AROUND BATHTUBS,SHOWERS AND LAVATORIES. THAN 3qq D FROM AIR DRY TO SATURATION UNDER A SURGHARGE OF 60 POUNDS PER SQ.FT. COI'1PLIANGE U11TH TT-U15�1,AWP-LP-�. AT 90%� D GOMPAGTION. e FLASHING REGLETS AND RETAINERS. DIVISION I2: FURNISI-IINGS 3. STUD SIZES ARE 2 X 6 t 2 X 4 AS INDIGA�ED ON DRAWINGS. NONE REQUIRED C. PAVING: . f. JOINTS AT PENETRATIONS OF WALLS,DEGICS AND FLOORS BY PIPES AND OTHER�ERVIGES pIVISION 13= SPEGIAL GONSTRUGTION 4.SIZES OF FLOOR AND ROOF FRAMING MAIERIALS AND SPAGING ARE INDIGATED ON THE AND EQUIPMENT. � ASPHALT PAVING SHALL HAVE A I" SURFACE/WEARING GOURSE ON A 2" BASE GOlJRSE SET ON STRUGTUR.4L DRAWINGS. SUFFIGIENT BLOGiCING MUST BE PROVIDED IN EACH GASE POR NONE REQUIRED A MINIMIJM OF 4"COMPAGTED S70NE BASE.OR AS SUGCsESTED IN SOILS REPORT_ SUPPORT OF DECOR.QTIvE WOOD TRIM A�D ACGESSORIES. g PENETRATIONS OF EXTERIOR UTALLS. ALL EXTERIOR WALiC9 OR TERRACE PAVING lIF REQLIIRED)MATERIAL SHALL BE AS h OPEN JOIIJTS BETWEEN DISSIMILAR MATERIALS. DIVISION I4s CONYEI�INCa SYSTEMS I 5-ALL HEADERS SHALL BE TU10 2 X 10'S FC�2 X 4 UTALLS AND THREE 2 X 10'S FOR 2 X 6 NONE REQUIRED APPROVED BY ARGNITEGT AND OWNER UTALLS,UNLESS OTHERUIISE SHOUIN ON STRJGTUR.4L PLANS. � T. OTHER JOINTS AS INDICATED ON DRAWIIVG9 OR AS REQUIRED FOR COMPLETE INSTALLATION. 6,SILL PLATES SHALL BE TREATED U100D .1ND BE BOLTED TO FOUNDATIONS WITH MINIMUM OF 5_PROVIDE TWO(2)GOATS OF GLEAR NON-YELLOWINGNJATER REPELLENT COATING ON ALL � D. DR.QINACsE: I/�" DIAMETER ANGHOR BOLTS SPACED <T 4' O.G.MAXIMUM AND EMBEDDED MINIMUM �" INTO I GONGRETE. THERE SNALL BE A MINIMUM�F TWO BOLTS PER SILL PIEGE,ONE BOLT LOGATED INTERIOR�LOOR MASONRY_ STANDARD OF PERFORMANGE: GHEMIGAL PRODUCTS GORP: I_ PROVIDE PERIMETER DR.QINACsE SYSTEM AT BASE OF FOUNDATION AS SNOWN ON DRAWINCsS. WITHIN 12" OF EAGH END OF EACH PIEGE_ GP-250. PROV�DE 5 YEAR LABOR AND MATERIAL UTARRANTIES. I SPECIFICATON � � Qc co�icrfir 1 \ F. MEGHANICAL SYSTEMS OUTLINE: F. ELEGTRIGAL SYSTEMS OUTLINE: 1. THE FOLLOWING OUTLINE OF BASIG REPLAGEMENT S"STEMS TO BE INGLUDED IS PRESENTED I. THE FOLLOWING OUTLINE OF BA51G SYSTEMS TO BE INGLUDED 15 PRESENTED AS A STARTING AS A STARTING POINT FROM WHIGH TNE D.B�G.IS TO 3EGIN DEVELOPING THE AGTUAL DESIGN POINT FROM WHIGH THE D.B.C.IS TO DEVELOP TNE AGTUAL DESIGN PARAMETERS. TNE PARAMETERS. THE OUTLINE (S NOT INTENDED TO BE A COMPLETE AND GOMPREHENSIvE LIST OUTLINE IS NOT INTENDED TO BE GOMPLETE AND GOMPREHENSIvE LIST OF SYSTEMS. OF SYSTEMS. ALTERNATE AND/OR ADDITIONAL SYSfEMS AND/OR PRODUCTS MAY BE ALTERNATE AND/OR ADDITIONAL SYSTEMS AND/OR PRODUGTS MAY BE SUGGESTED BY THE SUGGESTED BY THE D.B.G.IN MEETINGS AND DISGUSSIONS WITH THE OU.NER AND ARGHITEGT TO p.g.C. IN MEETINGS WITH THE OWNER AND ARGHITEGT TO MEET THE DESIGN PAR.4METERS. MEET THE DESIGN PARAMETERS. � a_ POWER FOR GONVENIENGE OUTLETS,MEGHANIGAL AND ELEGTRIGAL a. HOT UTATER BASEBOARD HEATING SYSTEM. EQUIPMENT,SPECIALTY EQUIPMENT,AND SNOW MELT SYSTEM. i. NATURAL GAS FIRED � ti. MINIMUM EFFICIENCY OF NINETY TWO PERGENT�92qJ WITH ELECTRONIG IGNITION b. LIGHTINCs SYSTEM INCLUDING INTERIOR AND EXTERIOR LIGHTING AND SLUITCHED OUTLET. iiT. AUTOMATIG SET BAGK THERMOSTAT ' c. TELEPHONE AND TELEVISiON SYSTEMS INCLUDING IUIRING AND OUTLETS_ a b. ADD-ALTERNATE POR IN-FLOOR HYDRONIG HEA' AT ADDITION ONLY � d. PROVIDE 20qq D ADDITIONAL GAPACITY FOR FUTl1RE USE OVER AND ABOVE THE a REPLAGEMENT GAS FIRED DOMESTIG HOT WATER HEATER REQUIREMENTS LISTED HEREIN. d_ EXHAUST FANS,DUCTS AND CAPS I'. THE FOLLOWING SPECIALTY ITEMS MAY BE ADDED AT THE OUINER'S REQUEST: � e. FROST PROOF HOSE BIBS LOCATED INSIDE GAR.IGE AND AT HOUSE PERIMETER L AUDIO-vISUAL SYSTEM w�,//�� G. PLUMBING FIXTURE AND FITTINGS: g. TRENCNING AND BAGKFILLING FOR ALL UNDERGROUND ELEGTRIGAL INSTALLATIONS. � � � I. MODELS AND MANUFAGTURERS A5 CNO&EN BY OWNER h, POUJER AND CONTROL WIRING FOR HEATING,vENTILATING,PLUMBING,ETG. THE SGHEMATIG ELEGTRIGAL DRAWINGS SHOULD BE USED BY THE D.B.G_IN CONJUNCTION U11TH � /�/ � �IvISION 16: DESIGN-BUILD ELECTRICAL REQUIREMENTS THE OUTLINE ABOVE TO DEVELOP TNE DESIGN PARAMETERS. THE DRAWINGS ARE SGNEMATIG ��r� � A. INTENT: IN NATl1RE AND ARE ISSUED TO PROVIDE AN INDIGATION OF THE INTENDED SYSTEM AND � � O SCOPE ONLY. I. THE INTENT OF THIS DESIGN-BUILD SPECIFIGATION IS SOLELY FOR THE PURPOSE OF DEFINING � r/� Q GUIDELINES AND RESPONSIBILITIES OF THE DESIGN-BUILD CONTRAGTOR ID.B.Ga FOR THE r� MODIFIGATION,DESIGN AND GONSTRUCTION OF ALL EXISTING AND ADDED ELEGTRIGAL � O SYSTEMS_ � B_ GENER4L REQUIREMENTS= � �" ALL REQUIREMENTS OF THE "GENERAL GONDITIONS OF THE GONTRAGT FOR CONSTRUCTION", � O A.IA DOGUMENT A2OI-198� APPLY TO TNIS SECTION. �• THE DESIGN-BUILD CONTRAGTOR SHALL BE HIRED BY AND BE UNDER THE DIREGTION OF THE � Q O f GENER.4L GONTRAGTOR THE GENERAL CONTRACTGR SHALL HAVE ULTIMATE RESPONSIBILITY FOR COORDINATION OF ALL PORTIONS OF THE WORK ESPEGIALLY BETWEEN VARIOUS � DESIGsN-BUILD GONTR4GTORS,AND BETWEEN DESIGN-BUILD CONTRACTORS AND ALL OTHER — r 1 GONTRACTORS. O V 3. T�IE D.B.C.SHALL AS9UME FULL RESPONSIBILITY FOR THE GENERATION OF DESIGN W � J PAR.QMETERS,ANY REQUIRED DOCUMENTATION, INST4LLATION OF THE ELEGTRICAL SYSTEM, � � AND PLAGEMENT OF THE ELECTRIGAL SYSTEM INTO OPERATION. THE ELEGTRIGAL CONTENT � N � I AND SUFFICIENGY OF THE WORK REMAINS SOLELY T�E RESPONSIBILITY OF THE D.B.C. THE DB.G.SHALL GOORDINATE WITH THE GENER.QL CONT�AGTOR AND ALL OTHER APPLICABLE � , SUBGONTRAGTORS TO MINIMIZE PROBLEMS AND TO'AGILITATE TNE CONSTRUGTION OF A � COMPLETE AND FUNGTIONINCs SYSTEM ACGORDINCs TD THE DESIGN PARAMETERS ACsREED TO , BY THE OILNER 4. IF TNE CsENERAL CONTRACTOR CONTRAGTS THE ELEGTRIGAL SYSTEM TO MORE THAN ONE � DB.C� IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRAGTOR TO COORDINATE BETUIEEN THE INDIVIDUAL DESIGN-BUILD CONTRAGTORS TO AS5l1RE THAT THE PROVISIONS OF THIS SECTION ARE FULLY GARRIED OUT. � i 5.THE GENERAL CONTR.QGTOR SHALL BE RESPONSIBLE TO SCHEDULE SUBMITTALS lINCLUDING ADEQUATE REVIEUT AND REVISION TIME),AND TO ENSURE THAT REQUIRED SUBMITTALS ARE � I SNALL REV EW SUBMIT�TALS IIN A E MELYMANNER TO HELP A O D SUGHADELAYSCONSULTANTS � C. Ql1ALITY ASSURANCE: � i. ALL WORK SNALL BE DESICsNED AND EXECUTED IN ACGORDANCE WITH THE GURRENT EDITION � OF THE UNIFORM BUILDING CODE (UBC)AND ALL O�HER APPLICABLE STATE,LOGAL,AND/OR � PUBLIC UTILITY GODES AND REGULATIONS_ i '� 2. THE DESICsN,METHODS OF GONSTRUGTION AND MATERIALS OF 7HE ELEGTRIGAL SYSTEM SHALL � BE IN AGGORDANGE WITH THE GURRENT EDITION OF THE FOLLOWING APPLICABLE REGULATIONS,REFERENGES AND STANDARDS: a. NATIONAL ELEGTRIGAL GODE lNEG) b. AMERIGAN SOGIETY FOR TESTING MATERIALS lASTMI a FACTORY MUTUAL LABOR4TORIES lFMJ d. AMERIGAN 50CIETY OF HEATING,REFRIGER4TION,AIR GONDITIONING ENGINEERS lASHRQE) e. NATIONAL ELEGTRIGAL MANUFACTURERS' ASSOGIATION(NEMA) L NATIONAL FIRE PROTEGTION ASSOGIATION lNFPA� � g. UNDERWRITERS LABORATORIES, ING.IUL) h. AMERICAN NATIONAL STANDARDS IN9TITUTE (ANSI) �� ; 3.THE DESIGN AND PE�ORMANGE GHARAGTERISTICS SHALL CONFORM TO ALL PROFESSIONAL ^� � ; STANDARDS AND PRQCTICES AS ESTABLISHED BY THE CURRENT EDITIONS OF THE FOLLOWING }� i ' REFERENGES AND STANDARDS: •� l"� j a. INSTITUTE OF ELEGTRIGAL AND ELEGTRONIGS ENGINEERS. ^ � i � • 4.TNE D.S:G.SHALL BE A CONTRACTOR,LIGENSED IN iHE JURISDIGTION UIHERE 7HE PROJECT IS V O I LOCATED TO PERFORM THE PORTIONS OF THE UlOR1C HE INTENDS TO GOMPLETE. L � 5.THE D.B.G_SNALL GUARANTEE ALL MATERIALS,WORKMANSHIP AND THE SUGGESSFUL Q L OPERATION OF ALL EQUIPMENT AND APPARATUS INSTALLED FOR A PERIOD OF ONE lU YEAR O M FROM THE DATE OF THE FINAL AGCEPTANGE OF THE ENTIRE U10RK THE D.B.G.SHALL REPAIR � O � OR REPLACE ANY PART OF THE SYSTEM WHICH MAY SHOU1 DEFEGT DURING THAT TIME. � ! D. DESIGN-BUILD PROGESS OUTLINE: � ` � � 1. THE D.B_C_SHALL SURVEY THE PROJEGT AND DISCUSS WITH THE OWNER,ARGHITEGT,GENER.QL �/ •� � GONTF�AGTOR AND ALL APPLICABLE SUBCONTR.QGIORS THE FUNCTION AND GONTROL OP THE �■ � M SYSTEM IUITH REGARD TO THE BUILDINCs PROCsRAM. THE D.B.G.SHALL DEVELOP AND PRESENT L � � TO THE OWNER,ARGHITEGT,AND GENERAL GONTRAGTOR,THE DESIGN PARAMETERS ALONG !� O IUITH THE FIRST COST,ENERGY COSTS AND APPLIGABLE ALTERNATIVES. THE D.B_G.SHALL Y � � REViSE THE DESIGN PARAMETERS UNTIL AGCEPTAB_E TO THE OUJI�IER AND SHALL REGEIvE WRITTEN APPROVAL OF THE FINAL DESIGN PARAMEIERS PRIOR TO PROGEEDING WITH DESIGN � � O� ' AND DOCUMENTATION_ Q , 2_THE D.B.G.SHALL DESIGN THE SYSTEMS TO ACHIEVE THE APPROVED DESIGN PAR.4METERS. � DURING THE DESI@N PHASE THE D.B.G.SHALL GOO�INATE WITN ALL DESIGN PROFESSIONALS � WHOSE U10RK INTERFAGES WITH THE ELEGTRICAL SY5TEMS IN ORDER TO PRODUGE A � O GOMPLETE AND FUNGTIONING SYSTEM APPROPRIATE FOR THE USE AND DESIGN INTENT OF THE � PROJECT_ � � �V � � 3_TNE D.B.C_SHALL DEvELOP GONSTRUGTION DOCUMENTS INCLUDINCs DRAWINGS,SPEGIFIGATIONS O � AND EQUIPMENT SUBMITTALS RELATING TO THE ELECTRIGAL WORK. THESE DRAWINGS SHALL � � DEFINE THE SGOPE OF U1pRK AND LEVEL OF PE�O'at°IANGE WITH RESPECT TO DESIGN O . { PARAMETERS AS WELL AS CONSTRUGTION PROGEDURE AND RESPONS�BILITY. THE D.B.C. � � � SHALL RETAIN A PROFESSIONAL ENGINEER lPF�TO REVIEW THE GONSTRUGTION DOCUMENTS i AND PRODUGE A PEER REVIEW REPORT STATINCs TNAT IN THE P.E:S OPINION THE DESIGN � PAR.QMETERS WILL 8E MET BY THE SYSTEM AS DESCsNED_ TNIS PEER REPORT SHALL BEAR ' THE LICENSE STAMP OF THE PF. THE DB.C.SHALL "HEN SUBMIT THESE GONSTRUGTION r DOGUMENTS,WITH COPIES OF TNE APPROVED DESIGN PAR.4METERS AND PEER REvIEW � REPORT,FOR THE CsENER.4L GONTRACTOR'S REVIEW AND COMMENT. 4_UPON REvIEUI TNE GENERAL GONTRACTOR SHALL FORUTARD THE CONSTRUCTION DOCUMENT SUBMITTAL TO THE ARCHITEGT. THE ARGHITECT WILL FORUTARD THE GONSTRUGTION DOCUMENT i SUBMITTAL TO THE P.E.RETAINED BY THE ARCHITECT FOR CONGURRENT REVIEW AND i GOMMENT_ THE ARCHITECT SHALL REVIEW THE GONSTRIJCTION DOGUMENT SUBMITTAL FOR � COORDINATION OF U10RK RELATING TO ARCHITEGTURAL GONSTRAINTS AND INTENT ONLY. THE ARGHITEGT SHALL RETURN TNE REvIEWED DOGUME�TS WITH THE P.E.'S AND ARGHITEGT'S NOT SEART GONSTRUCTIONAPRIOR TO REGEIV�G AN�RESPONDINC: O REVIEIUED DRAWNGS.L �� 5,THE PE.RETAINED BY THE D.B.G.SHALL ALSO BE RETAINED TO INSPECT THE ELEGTRIGAL � SYSTEMS AND PREPARE A WRITTEN REVIEUT AT THE ROUCsH-IN STACsE AND AGAIN AT FINAL � o GOMPLETION_ THE D$.C_SHALL FORWARD A COPY OF THESE WRITTEN REVIEWS THROUCsN THE GENERAL CONTRAGTOR TO THE ARCHITECT. THE D.B.C.SNALL PERFORM ANY AND ALL ald D. ADDITIONS AND MODIFIGATIONS REQUIRED BY THE �EPORTS. UPON FINAL GOMPLETION,THE Kor�Cham � � D.B.G.SHALL CERTIFY IN WRITING THAT ALL ELEGTRIGAL SYSTEM9 ARE INSTALLED PER CODE, i GONTRACT DOGUMENTS,AND INDUSTRY STANDARDa 401755 6.PRIOR TO REGEIVING FINAL PAYMENT,THE D.B.G_SHQLL PROVIDE TNE OWNER WITH THE li —7 D PROJEGT GLOSE-OUT DOGUMENTS,A UIRITTEN COPYOF TNE ONE-YEAR U1ARR.4NTY AND A `�� /•�7'� \��~ FINAL UTALiC-THROUGH TO EXPLAIN OPERATION AND MAINTENANCE OF THE SYSTEM TO TNE �. OWNERS SATISFAGTIOt�L E. SUBMITTALS: Date: 5.25.�o i I. THE CONSTRUCTION DOCUMENT SUBMITTAL SHALL IMCLUDE FIVE (5)COPIES OF ELECTRICAL ! DESIGN DOGUMENTS INGLUDING DRAWINGS,SPEGIFICATIONS,MATERIAL AND EQUIPMENT � PRODUCT DATA ATJD ANY OTHER INFORMATION NECESSARY TO THOROUCsHLY DEFINE THE ReVISIOI�S: SYSTEM AND DEMONSTRATE THAT THE SYSTEM WILL MEET THE DESIGN PARAMETERS. THiS i SUBMITTAL SNALL ALSO CONTAIN TNE APPROVED DESIGN PARAMETERS AND THE STAMPED S.ZS.10 BID PACKAGE PEER REVIEW REPORT. 6.28.10 PERMIT PACKAGE 2.THE PROJECT GLOSE-OUT DOCUMENTS SHALL CONIAIN: 7.ZG.10 PERMIT REVISIONS a. ALL MANUFAGTURERS' PRODUGT DATA,LISTING MODEL Nt1MBERS AND SPEGIFIG INFORMATION FOR EACN PIECE OF EQUIPMENT IN THE ELECTRICAL SYSTEM. b. COMPLETE DETAILED INSTRUGTIONS GOVERINCs OPER.4TION,LUBRICATION,GENER.QL � MAINTENANGE AND THE REPAIR OF ALL EQUIPM°_NT FOR THE ELEGTRIGAL SYSTEMS_ ' THE ABOVE INFORI"IATION SHALL BE TYPEWRITTEN AND BOUND IN A LOOSE LEAF BINDER FOR ' THE OILNER'S USE. TWO l2J COPIES SHALL BE SUBNITTED_ 3.AS-BUILT DRAW�NGS: PROVIDE ONE lU SET OF COMPLETE AS-BUILT DRAWINGS. DRAWINGS SHALL BE SUBMITTED ON REPRODUGIBLE MYLAR DRAWINGS SHALL AGCURATELY SHOW THE ELEGTRIGAL SYSTEMS AS CONSTRUGTED,COMPLEIE IN ALL RESPECTS. I 1 • I SPECIFICATI�N Qc cor�ici-ir + r � _— 4 _ _ w ♦ . .l M ` _ v ' • ♦I , ' � • ` , ' � � ` • � , � • � ` .. ' ' , •� , • ` ` • , . �Y . r � • , �� ——_ , ` . � . � _ .. ' ' � � � * � . � � �'y ' r . . ^ �. ` Y ,, , `, _ ' , • ' � ; , . + � } , � r ' � , , ` � � ,r .� ' : . i : t ' ` ` r � ' - ` ` r , - ` � .. -. : . . r ; . � . + . , � r � . � . � � ; � � , -� . . , _ , - , - , , , � � � : � � .� � . � , , ; - . .. . ^_ ...=.=.____._...._._..�___:_.__--�._____-..=_�.�.__�.__}_.�_�_ �_._..�___.l:.__._._�_�_-�--..:. .._..v.:�.�..�. 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ROBE HOOK, MOUNT � 5'-4" AFF_ � 1 BASE � Z � BI: 3" PROFILED PINE lT0 MATGH EXISTING) A6: �� B2: 2" PAINTED POPLAR A'1: GAS FIREPLACE_ RE: A3.(d_ � B3: 4�� GERAMIG TILE A8: SNOWER ROD a CURTAIN MDUNT e� X'-x" AFF_ _ 20'-9 I/2�� A9: WOOD SHELF W/ U100D D�WEL GLOTHES � � B4: 4 GAUGED SLATE HANGER � e WALL5 A10: WOOD SHELF - ` � f � � WI: 12x12 CERAMIG TILE All: lnOt used) v � �� W2: PAINT OVER HAND TROWEL MEDIUM KNOCiG AI2: KNOTTY PINE BENGH_ RE: A8.0 r e � DOUJN TEXTURE lT0 MATCH EXISTING) A13: GOAT PEGS_ RE: A8.0 r 0 � W3: TAPED t SANDED DRl' WALL, PRIMER � AND PAINT_ AI4: FRAMELESS GLEAR GLASS SHOWER DOOR v 5'-4 3/8" A15: lnot, used� _ � A16: lnot used� � - - GOIJNTER TOPS •BEDROOM tA All: WALL MOIJNTED CUBBIES w/ CLOTHES ROD � g�g„ � 5�8�� -��', 3 I/Z" h � CT1: GRANITE SLAB 2GM - - 3 1�2�� GT2= P- LAM COUNTER TOP a BAGiGSPLASH_ ��`, � ib�-8 3i.a° �-s�� ta�-� I�2�� `^ - �1 � � (��A GEILINCsS '" � " � �' — 8„ � � — � GI: PAINT OvER HAND TROWEL MEDIUM KNOGiG "' DOUJN TEXTURE G2: TAPED a SANDED DRl' WALL, PRIMER �m,_m i�8�� '-�m ��" �-6 3/8�� '-m�� o _ ,-3� Z0,_?�� AND PAINT_ � � 0 `^ � A m " � BAT _ d1 9,_9 „ � 0 2 � � 5 �0 _ x x x ct - �^ � A5J � � � � � � �� H _ — - � � � •MECN_ � o � D a � — , � � � '" � la�-8 �ia° � -8� ° � � � �n � � � M -61/2�� Z'-31/2" 6'-3" _ A � D � I �' � sJ � A� � EF_ ��"m �� •REC_ ROOM � = � r - `� � M ` I � � � � STOR/Y�E � i � �, F5 NO W9 G7 BEDRDOI'1 I ZZ�-6° � � � i�• c� F4 61 uG CI C I '� }� �I �J �/Z�� I��" � � � i/� � � _ i � � L�y � � � 9�-m �i8° �3�-5 vs„ r s ��° � � D '-15/8" � � 12'-5 3/8�� f_m�� O O � � � , � o 0 o t+1 � � � \ B ' �/Z�� `r I -6 /8" 9'-8 I/4" A 5�_0�� I ;� � 48'-5 I/1" i I i ' � -m�� , � �' � c ° EXISTINC� CONST'�RUCTION ��'� � 0 Ron�ld D. 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' V � � _ ; � ��,a� ; ! ; � � g�� , W O ' c�n ; � ' ' ' ' 1j f , ^ J , � � � ( W ; ! i � ,{ # � � � � i � ' i � � � � � MAIN LEvEL Z 91.m� � � W � e , �, LOUJER 82.m� V °O ' . 1 SOI�t� ��Y�tION }? c ,45.1 SGALE: i/4" = 1'-0" •— � � � s � � V O L 'a � Q L O r''� � V � c� � � — � � •— L, ; M .� � � � O , E; � M 0� , ; Q � , � t � €� ; � , � E i j� � ' ' � � � { � 3 ' � � /�/� i � E �i � ` � W i E f � �{ � � � • > > � � � O i � � i I � � I 1 ; f � I � � ' O � � ' � ! i E I I�f� � ' � i i � � i i 3 �� i � 1 i � i � 3 i � � i � � , � �! � i i ! ! � � ! � � � i " ° ° Y _ 1 f ' 3 � , � ' ! � `-- - ---.�._....__..___....—_._,_.__ .. ___ � � � �I _�_ ______�_- ---- cv ,,�. , , � I j UPPER LEVEL , � ( '' ( ; , A � � � �� 99.�9 �' � � ' ' � ' � � ! ! � � I € n�ld D , � E ; KirKh�m � ; ; < i �� , 401755 � �,.�, 7,�T io '� i i i, i � '� i � � �� V � � �� L� Fi�" � � � � i � � ... , ' .... , ... � � � � � i i � � ,.F -�µ ., � � 3 ' ! .- ' .. - � � � ' • ' ; MAIN LEVEL ' � � E � � ~ l , ` , , � " , � � Date: 4.26.10 � 91_��0 � ' � 4.26.10 D.R.B.SUBMIITAL � 5.28.10 BID SE7' 6.28.10 PERMIT SET , � 7.26.10 PERMIT REVISIONS � �80ii � 0 6� � LOUJER LEYEL 82.m� • r SOUTH AN D EAST 2 �,�St ��.�Y��"I01�1 ELEVATIONS ,45.1 SC,4LE: 1/4" = 1'-0" Qc co�ici-ir \ UJ f�l� OUJ ��1�� 1�0�� - 1. ALL WINDOIUS SHALL BE CLAD WOOD WINDOWS lU/ CLEAR INSULATED C;LAZIND RE= SIERRA PAGIFIC 2_ ALL CzLASS TO BE TEMPERED WITHIN 12" OF DOORS, 18" OF FLOORS, AND WNERE REQUIRED BY CODE_ ' 3. ALL OPERABLE BEDROOM UJINDOWS TO NAvE EC�RESS NARDWARE WNERE REQUIRED BY CODE. 4_ ALL UJINDOWS TO BE MOUNTED SO THAT NEADS ALICsN WIT-I EXTERIOR DOOR HEADS, UNLESS OTHERWISE NOTED_ 5_ ALL UJINDOW AND DOOR HEAD NEIC�sHTS ARE PER SGHEDl1LE AND ARE TAiG�N FROM T_O_ FINISH FLOOR UNLESS NOTED OTHERWISE. ro_ REFER TO �LEVATIONS FOR LOCATION, CONFICsURATIONS t DIREGTION OF OPERATION. � �. PROVIDE SCREENS AT ALL OPERABLE VENTS. S. NAILINCs FIN ATTAGNES TO OUTSIDE OF EXTERIOR SHEATHINC�s_ NAILINCs FINS PROVIDED Bl' WINDOW SUPPLIER. . 9_ SQLIARE EDCsE SILL GASINCs SNOULD BE 1/lro" BELOW FRAI`1E_ JAMB EXTENSIONS, IF REQUIRED, GAN BE PART OF WINDOIU FRAME_ � 10. FIXED WINDOWS ARE INDICATED ON IUINDOW SCNEDULE. FI}CED PANELS OF CASEMENT WINDOWS ARE DESICzNATED ON ELEYATIONS. ALL FIXED IUINDOWS TO BE NON-OPERABLE GASEMENT/AUJNINCzS, NOT DIREGT SET. , 11_ EXTERIOR FINISN TO BE SIERRA PACIFIC BRONZ�-(d24_ � 12_ ALL DOOR SPEGI�ICATIONS s FINISHES TO B� APPROVED BY OWNER PRIOR TO ORDERINCs_ . 13. ALL UNITS TO NAVE LOW-E CsLASS_ � 14_ IF AN ALTERNATIV� IUINDOW MANUFAGTUR�R IS GONSIDER�D, THE SUPPLIER SHALL SUBMIT A RE1/ISED WINDOW SGHEDULE AND DIMENSIONED ROUC�sN OPENINC=5 � FOR APPROVAL Bl' ARCHITECT PRIOR TO SELECTION OF TNAT SUPPLIER AND ORDERINCs OF WINDOWS. J � 15_ SHOP DRAWINC�S TO BE SUBMITTED TO CONTRAGTOR/ARGNITECT FOR REVIEW AND APPROVAL PRIOR TO ORDERINCs WINDOUJS AND EXTERIOR DOORS_ Q � Iro. INSTALLER MUST GOMPLY WITH MANUFACTURERS INSTALLATION INSTRUCTIONS AND AS INDIGATED ON DRAWINCsS. � 1�. ALL UJINDOW OPENINC�sS SNALL HAVE ALL SIDES FLASNED WITH GRACE vl'COR SELF ADNERED FLASNINC�s INSTALLED PER MFCs. RECOMMENDATION � � � � I I '� IIII � � O �J � I �l� O�! �� CSEE GNART FOR ROUC�N OPENINC�s DIMENSIONS AS SPEG_ BY SIERRA PAGIFIG W � Q � O ALL SIZES OF RO, TO BE VERIFIED IN FIELD, RE= WINDOW MANUFACTURER FOR FURTHER INFORMATION � � SAFETY GLAZINC�s SNALL BE PROVIDED � ALL LOCATIONS AS REQUIRED PER 2mm9 IRC � O Z � o F — `� V W � J � N Q � , � �� 1��4fi��G 1„iOU�� Nl�l„C�3��' CON�IC�I�i��TION fi�OUC�� O�'�1�111�1C� CUJx�� D �� IC��" fi��1„C�i��GS 1„C�4��G � A 1/ERIFY PIGTURE VERI�1" 6'-8" �PLACEMENT WINDOIU � STAIR LANDINCs RAISS SILL 12" � W B vERl�l' SLIDINCx DOOR 72�" X 80�" �IELD YERIFY 6'-8" REPLAGEMENt S�.IDER B W • G 1/ERI�Y CASEMENT/PIGtURE/GASEMENt 78�" X 5��" FIE1.D vERIF1' 6'-8" NEW WINDOW IN EXIStINCs SLIDER OPENINCx G D SLIDER SLIDINCx pOOR W/TRANSOM vERI�Y W/MKx. 8'-2�" 1�ERI�Y NEW SLIDER W/7R4NSOM D E G-WG-2�54 GASEMENt 28�" X 54�" 6'-8" NEW WINDOW E � G-WG-525� DOUBLE CASEMENt 52�" X 54�" 6'-8" NEIU IUINDOIU F Cx C-U1C-2�36 CASEMENt 2� 3/4" X 36�" 6'-S" NEIU U11NDOlU Cx ' H � H � � � � � V 00 . � �.n � � _� , CEDAR B0,4RD � � � ^"�° BATTIN SIDINC-� V O CEDAR BOARp t STUGCO: PA7CI-I, L � , B�4TTIN SIDINCx 4 REPAIR AND PAINt ¢ i �� SEAL,4NT AS REG2UIR�D � O � SEALANT SE�4LAN7 Zx6 R.s. ° � V � �o C D R D 2x� GEDAR 2x4 CEDAR �C •� � A PIR0I/ED 2x� CED�4R WINDOW 7RIM WINDOW 7RIM > M ; WINDOW TRIM � � O I I ALUMINUM GL,4p ,4LUMINUM GL�4D � � "SIERRA PAGI�IC" "SIERRA PACI�IG" � � WINDOUIS U1INDOWS Q � � � A�UMINUM GLAD � "SIERR4 PAGIFIG" � Q � WINDOWS � m � O ALUMINUM CL.4D JAMB JAMB JAMB Q � � WOOD WINDOW BY �/ � i SIERR4 P�4GI�IG �Z ' CEDAR BOARD � CEDAR BOARD � S7UGC0: PATGH, BATTIN INCx BATTIN SIDINCs REPAIR AND PAINT AS RFQUIRED d ` INSULATION 2X� RS. JAMB � e' �f..��°� � STAIN AS l APPR01/ED PRE-FINISHEp MET,4L PRE-FINISHED METAL PRE-�INISNED METAL �"�•� `�� j FLASNINCx FLASHINCs � FLASHINCx � � ; w/ DRIP-EDC�E w/ DRIP-EDC�E w/ DRIP-EDCsE �Id D 2" x 6" CEDAR 2" x 6" CEDAR 2" x 6" CEDAR Ko�kh�m � \ WINDOW HEADER WINDOW HE�4DER � WINDOW HEADER �01755 � / ��°,.��, T.�?.!J �G~ I ' �'��-L�l.� ��v�'\� 2X� RS. SILL ALUMINL4M GLAD ALUMINUM CLAD A�IJMINUM CL�4D � STAIN ,48 "SIERRA PAGI�IC" "SIERRA PAGI�IG" "SIERRA PAGI�IG" ' .4PPR01/ED U1INDOUIS U1INDOWS U1INDOWS Date: 4.26.10 NEAD HEAD HEAD 4.26.10 D.R.B.SUBMfITAL 5.28.10 BID SET 6.28.10 PERMIT SET 7.26.10 PERMIT REVISIONS SLOPED PR�-FINISNED SLOPED PRE-FINISNED SLOPED PRE-�INISHED METAL FLASNINCx METAL �LASHINCx MEtAL FLASNINC� ��i�f C�L �X��fi�f Oi� UJf1�lI�0UJ �"i�11� 2" x �" CED.4R ' 2" x 4" CED�4R ' 2" x �" GED�4R U11NDOlU SILL � WINDOW SILL � WINDOW SILL � . J�4MBS JAMBS JAMBS � r SEALANT SEALANT SEALAN7 a � cJ'�L.�... cJ�L.L.. �'J�LL ��0� ,�� ,4�� ,�� X � '�'J� �� ,�� UJf1�l�Ol,U �4�" �Xfs�" fNC� S�l�CCO UJ�� CH D�U EAND DETAILS OC COPYRIGHT W . U - Z. , w � J � � � 1. 2'-�" x 6'-8" x 1 3/4" - SOLID GORE WOOD DOOR � 1) PASSACxE SEt, 1 1/2 PAIR BUtt HINCxES, WALL STOP � � STAIN CxR4DE NON-RAtED. � � O 2) PRIV,4Cl' SE7, 1 1/2 PAIR BUTT HINCsES, W,4L1. StOP 2. 2'-6" x 6'-8" x I 3/�F" - SOLID GORE UJOOD DOOR A, WOOD FRAME- SIXE TO Flt WALL tYPE AS DEtAILED � � � StAIN C=R4DE NON-RAtED. 3) POCKEt DOOR H,4RDWARE DOOR STAINED, WOOD CASINCxS SOtH SIDES. JAMBS t0 HAYE � � HEIGHT CONtINUOUS RABBITtEp StOPS 3. 2'-8" x 6'-8" x 1 3/�" - SOLID GORE WOOD DOOR �) KEl'ED LOGKSET E DEADBOLT, 1 I/Z PAIR BUtT HINC�ES, 1 SPRINCx HINC�E, WALLSTOP � O ST�41N CxRADE NON-RATED. lUEA7HER SEA!S AND THRESHOLD. , „ , „ „ 5) iGEYED LOGKSET, , , Z Q J �. PAIR- 2 -0 x 6 -S x 1 3/� SOLID GORE WOOD DOOR 1 1/2 PAIR BUt7 HINCsEB WA�LSTOP CENTER ASTRICsAL O STAIN CxRADE NON-R4tED. ON ACT11/E LEAF, SUf�AGE MOUNTED FLUSH BOLTS HEAD AND SILL WALL STOP ON 1 I/4" w°ip R � ��4" INACtII/E LEA�, UJEATHER SEALS AND THRESHOLD. � Q V 5. 2'-6" x 6'-S" x 1 3/�4" - SOLID GORE WOOD DOOR � � � StAIN C�RAD� �45 MINUtE RAtINCs. 6) 1 1/2 PAIR BUTT NINCxES PFR LE�4F d PU�.L KNOB AS APPR0I/ED � N � � 6. 2'-8" x 6'-8" x 1 3/�" - SOLID GORE WOOD DOOR �() AUtOMATIG Cs,4R,4CrtE 1�OOR OPENER WI7H OUtSID� MOUNTED IGE1'PAD � MIN. 2 OPENERS � � StAIN CxRADE �5 MINU7E RAtINCx. 8) SAME AS 4 W/O SPRINC�s NINC;E 13. PAIR- 2'-6" x 6'-8" x 1 3/4" SOLID GORE WOOD DOOR g. STEEL �RAME- SIXE t0 Flt WALL tYPE AS DETAI�ED Z StAIN C�RADE NON-RAtED. DOOR HEIGHT � �. 3'-0" x 6'-S" x 1 3/�" SOLID CORE WOOD ENtR1' DOOR W g W/ tEMPERED CsLASS VISION PANEL � DIYIDED LfTES I I/4" DOOR I I/4" � WIDTH ; 8. PAIR 3'-0" x 6'-8" x 1 3/4" INSUL�tED StEEL I EXTERIOR DOOR 00 .� � � � � 9. 2'-4" x 6'-8" x 1 3/4" SOLID GORE U100D � � ' POCKEt DOOR STAIN CsR4DE. i � Q L O M � V � c� � � _ �o � � �� M ! � � � i � O . � 10. 2'-0" x 6'-8" x 1 3/�" SOLID CORE UJOOD DOOR TYPE Q � BI-FOLD S7AIN C�RADE �\ � 141 ' � FR4ME TYPE �� ; I1. 2'-6" x 6'-8" x I 3/4" SOLID GORE WOOD ' BI-FO�p 57,41N C�RADE �DOOR C� � ° ° ��HARDWARF SEt � I�ESCRIPtION � I �� i I � i �{ �I �I * I �..�F�I �� I �O I �� 1. REFER 70 SUILDINC� PLANS �OR DOOR DFSGRIPTION. iI 12. 16"-0" lW) x 8'-0" lH) WOOD CxARACxE DOOR � 2. pOORSIZES ARE C�11/�N AS DOOR lUID7H x DOOR HEICaNT x DOOR TNICKNESS. .�'��'s �p 0 �� 4� � 3. ,4LL FRAMES AND HARDWARE t0 MATCH pOOR �IRE RAtINC�S. `� � � ald D ' �. FRAME WIDTN YA�RIES TO M,4TCN ADJAGENT WAL� TNIGKNESS. NL��`«��tL-+t'vt �'� 401 155 5. ALL DDORS t0 HAYE 1 1/2 PAIR OF 4 1/2" x 4 1/2" BUtt HINCxES UNLESS ji`, 7�2�'��! C�~ NOtE� OtHERWISE. ��'E� ��C�`�� 6• ,4LL SIX-PANEL DOORS, A�.ONC� WItH CASINC�S ARE 70 BE StAIN�D AND SEALED AS APPR0I/ED. �• ALL CzLASS 70 SE TEMPERED WHERE S,4FE7Y CxLAZINC� IS R�QUIRED Date: 4.26.�O Bl' GCDE. - 4.26.10 D.R.B.SUBMIITAL 8. �4LL DDOR FR4MES TO BE PROYIDED WITH SI�ENCERS. 5.28.10 BID SET 6.28.10 PERMIT SET 7.26.10 PERMIT REVISIONS � • DOOR SCHEDULE OC COPYRIGHT - 7 — , � � � � � s J � � — � � � �� W � � � � � � � � � � � � — � s� � � � , �— � � � � � � t�.� � BE D "1 � UPPER LEVEL UPPER LEVEL -- --------------- ---- --- -- ------- -------------- ------------------------- 99_'19' 99_'19' - - ----------- --- -`�� _ � � �..�„��,< � . #� � .� r MUD ROOM REC ROOM `''' - � ., • -�----�............._�,,,�,,,, =��- , �� - -- —,-; - ------- - - - REG ROOM D _ �� rl � ` � . $ � � : f � ` '! - � = r g `' M $ ,` � i ' ' € � � � D� �....,.. ..,.....r.�.....�:.....r::::::::�:::::,::::,��,.n ,,..,..;.,.,.,..._�....�.�:�,_._ MAIN L E VE—L � MAIN L E VE L-�}— ------- � D 1� -- - -- - - - - 6 ------------------�,,, ----- 91.06' Y 91.06' Y --- - � � r �� + � °�� '�;�; CRAWL SPAGE � � M ;��'° .`�1,"�% �� '�'�.�";.'=:i:;,�.a:;�A�;. � � ~1. ;��y `.i � {:1.r;.�:; ':1;7�',.K�':i¢- f, �i - . -,,v --- - ' r �•—,~�r�,A •_� � �;''` ".t:,• _j • , .� ,.., ' , -�rr,�� ^��:�� =-r.�.�..�,�,_ j� 3; �' ��' a�3.�.% � ��s!'.:(I'`��:�s.<yl�—i--'-"i..;,+,..� �n,.'�:y.� '—�4;r.a�:+,,..� y�;-e.x '—��,,.('_'�_ � A ,� .:,_�� _:�:>..; . a,<< � ,_,a;, _ , �.`�:�Z_ .�A t�— � M D� �°yv:tT. ,7- y:y,�r ._,,..�.v j ,�3,v.vi[t '�_y'.t.ir -;�i3_�.v 'I:.s'"" �� j"�`�1�� .i .� ; .1..�; �i—�� ,."' ''.= ;��;;�<„�;1�..=i.=�� :�:;�j=` �.K�� - � M'>`' ' y" :;M'n.,;. 7-i,n-,a., _ '7�„=,ya; _ y�';�.,_ ; �,;.y.,-r'— � =� :¢°-Y>� ,�r�,.y`t� � . r `��,_�,,.� -,i> '--��}r� STORAGE =��., t..;rj^� ' - ;��3,.,�, I .a r �� STORAGE � �.:;�,',:,;,i"^;'1;;:;:;'7—�� . � 7�, ; s,..�� . `�I J,;>.,;-; �1� s.� }' � '._.'r.-._ i-,e;.�k- : j' � � ',i''; �;::;�;� � � -------------------------------------�-�`,.�- - ------------------- - LOWER LEVEL LOWER LEVEL�----- . -------- i` � :r r� ,. -r «� , . .,�-. . .t.,`�`�.3-�` .r ,z �-- ��- �..r,.. _ 8�.� 82.� . t. , �.. � �,e . � a 're.-.� d :_' ..y`,- ,e_�:E�%'�` .e��:';�"Y f:C1�:;e.�,, f,Y1�:" -1.< ��..e. � -.r "!_,'_' S�': 3, S. .} �,e ,i�}'�S<£� � e �Z�> �=1�s.,. t�:,,,.S-J- _ �.z y.�i—, .�a..�—�� -i t,�,..�; . �.x` r ,� �,� . �',�y..;.P.�.'.� ..�t. . �'.jJ »'"v`Y r��1,v. t _,�-i .-,I �,..,;..� ,�`.� `�y-•�•.^ i • ,,��•— ��1• e�� r`, r_''":� fF� .e�:e rr l, ri,�,.o-,:.�� 'r� .7.:� r� a,..� i�:' I I'. '� � _ �?..� �.,:- . r.+,li� `y` y ; 1 � �. .A�.r a�7 >�� .I`-. ,�x ��'��f'Jr;_ � j'.`{^'.T:! °p ,.i�.;.,r,� { � >=,< r .r ;� , h�:�v > t �-yi> ��ry.v v ,..Y�.- t '�. E,.i _. I�, f� • y< i—r i'�- —r} � ' ` ` ( - i�� f c�� i�}`,J.ui1--,.-�'."'"`�I _r.-.�-.'.(�^_J y't.'v.r 'ir� �r��,v �<< r_ :��,_�� .', ��F: . ��d`�� ;�� ald D. � � Kirkh�m � 401755 li� 7�T,� ��~ ��rfs�D A RC��, .2 BUILDINCz S=CTION 1 BUILDINC� SECTION A'I.0 8CALEs I/4" � I��m�� A�.O SCALEs I/4�� m" Dalte: 4.2fi.1 Cl 4.z�.,a .�.s.susn�+rrrA� s.s$.,a�iu sEr 6.28.1 b PERMR SET 7.215.1 d PERMR REVISICINS � �UILCtIN�3 SE�TICIN Q�QPYRIGFR � W . U . Z w � Q J � � � � �p � ~ 0 W � o �,��T�� O �� ON DcISfNb BUILT-lP lZOGf LLV B.NA9T � RF?1dVED ON�'CDX PL7WOOD ON ENGR�E'RED ROOF TRIJb8E8 � O a�+t�cn�ra�as�t sNO,r,�s ar a� Z � J �� Ln��arm wa�x sNi�n r�rerrnr� O , ar�c�x r�Ywooc ar mn w�RS•a�oc, � � V 0�� _ _ s�a e�aicn� �wr�a�u�.ast�T��o►�oa��i�� 2X4 R.B.CEDAR FABGA w�r�s wtN ovE��or�}��rn � � J ZXB R8.CEDAR FABGA CLNTIN1qlg TAPERED 1k4 LAGGED TO DcISTAJG � � � RAF�ER3. FEW YXI2 RI�FIER3 BIRPSMOUIFED TO � ALLCW fOR:I'SPACE BEIUEETJ DcISTING � SOFFIT BOARD BUILT-la'Id�OF 1 BALLA3T 160TTOM OF RAFIER4 iYP AL90 RE BTIaJG1l1R�L R3.CEDAR BOARP UY DCl CEDAR A4TIEN BTRIPB ORIP EDGE � � •12'OL.ON�B BLDCs FELT(OR E614LJ ON pcISTMG�'PL1'u100D SIpNG ON ElBffs 4x4•16'OL�W41.L CONBiRLGnON U GUf�ERrAND DOWJ9P'd!T LLV F�AT TfL4CE 3�"KR4Fi fACED Bl1TT N9U.ATION 7N RE i�)OF PLAN FOR LOCATION3 IR'GYPBOARD 2X6 RS.CEDAR FASGIA � BEDRPGM� \ �� 2XI2 RS.CEDAR fi49CIA �� RS.CIDAR BOFFR BD WITH CaNTNJ0U6 ARCFIITEC11R�4L ABPFIALT SHMGLE ON M FLASEIA�Ya TOP I BOTTOM SOFFIT VENT 01�Wl'ER ICE AND LLWTER SHIELp W METIBRME ON D(19rMG IR'CAX PL7ulOOD OR EpJIVN.EM ON UPF�ER LEVEL 2XIm R,B,CEpAFi BELLT BAND Dc18TMG Ia70F TF�8E8 99.'19 — — — ACISTNG RAFIER•7A11.8 TO BE I�]"IOVF.D lA?YAl1.iED LNNG BPACE ONLT) PRIP EDGE RS.CEDAR 7�FA9CIA R&CEDAR BOARD UY DQ CIDAR{ATTEN B1RIP8 Dc18ThYa TRL98 TAllB EXIETDED •Q OG ON�6 BLD FELT!OR EG1AL)ON FOR I�W OVERFU�NG RE STR1G71JRAL DcIS7MCs�"PLTUl00D SIDC�L's ON EISTCs 2x4�16'OG,W4LL CCN9TF�1C?ION Y 3�'KRAFT FACED 641T lJ911ATION 7N IR'GTPBOARD R8.CmAR BEAM f� Bif�IlG71JRAL RS.CEDM BOARD W/DQ CEDAR BAiiM BTRIP3 •Q'OG.ON�Ei BUII.pIJG FELT(OR Eli14L)ON pflSiCs g'BFEAiHRYs ON 2x4�Ib'OL.IW4LL CON9TTdJGTION LLV LNAJG fd0A4 RS CEDAR SOFFR 6D CvuilY�E 3�'KR�FT FACED BATT IN3ULATION ON Vl'GYPBOARD R9.C.EDAR BOARD LLV DQ CEDAR BATTEN STRIP9 •p'OG ON�6 BI.CL+.PELT!OR ECiIAL)ON DcI6TMG�'PLTWOLD SID9J�s ON Dc13TG. � � � 2x4�16'O.G U14LL CON9TTdJCTION UU I I � REC.ROA'1 P�W 6X6 R8.CEDAR DECK POBTSUTH 2X6 I�R'GYPBOARD BAtT MALLATION ON � ' CAP RAIL��'BCilARE STOqC 81L°ICI�TS FROP(i PATIO I I }, � �� i � � • � � : r V 0 RasE+n�e�ow+av�x car+�os��acn� I I L 'a 4'COLORADO BIFFSAND8T01�UY 4'CAP STaPE � �t _ MAIN LEvEL � PEW CdMPi081iE DEdCI�ON EXI8ING DEdC ON�6 BLDCs fq.T CN DcISTMG g'PLTUIOOD � � — � — — ��_m°� L � MAM LEVEL �� MAM LEVEL 81DNG ON Dc19TG.Yc4+16'O.C.IW1LL • O M 10m,_m"—�' CON5TpJG?ION W/3�KRAFT PACED BATT � . �� • a. r f •, � � 91�6' — — M911ATION ON IR G1'PBOARD a • � Q � 8x8 RS.CEDAR COIIMr IW SiOPE • • � v � DcISTNG U100D PATIO TO RETIAM yp�EER RE BiRJCT�AL • - - - � 1 1 • � � � — — — � � � ,� " •� � ' — — — — i (� � ' Y'FL/Ya5T01�E ON 4'CaNC,BLAB W4LK ' a — '��—I � � I— - -T ' L C� wr n�.��wors�o�auar � °. IT I � '— — — — — — — •— ,� I I I I I I I L—=--=—_ � p �+��,� . — � • r,Rav�ar ca�a-�fiu 1 — • � M 01 . ,i , 1 4 � �• . � DCI97NG 811JCC0 ON DCIBTNG YX�Ul41.1 � • - �� — - - Q �/� FT?I1MA�Ya LLV BA1T IP1811.�4PID��Cs7P BD � l — � �+I PATCH 1 REPAIR A9 t�Elill�i£D — — •. �� X BA9Q1E?1T o� 7 ' � O � � •� ' � � � • - L �� =� d• • � • • �` _ _ O O BTUCCO LLEEP SCREED 1 G.091#iE�A5NING ,' �� — - � � . LOWER LEvE • � � LOWER LSVEL 8Z?� �• •• ►4 � i � � • A• � t �� 00''0n • � ► �� d� � � ' I _ • I � � • � V" ��3 ' , � � 1 UJ�� S�C�'�Ol�l °� _ ,� .i , _ ,48.0 SCAL�: 1/2" = 1'-0" n�ald D. � Kirkh�m . • G�1755 . •, : 1�� 7.Z 7'� \��'` � `d�'�Q A RC�` 2 UJ�� S�CT IOI�I � A8.0 SCALE: 1/2" = 1'-0" 3 �� C-�-�O� Date: 4.26.10 ,48.0 SG,4��: 1/2" = 1'-0" 5.28.10 BID SETUBMITTAL 6.28.10 PERMIT SET 7.26.10 PERMIT REVISIONS • WALL SECTIONS OC COPYRIGHT r � . U . Z w � J � Q _ � � � � ap � � 0 �..V � 0 � � � � Q � Z �, ^ o DQSTNG i1�J98ED RObF AI�A uV 6� V./ ( ) BAiT INBULATION. PROVIDE PEW ACCE96 — O r AND YERIFY p(ISTG.NSULATI011 PROVIDE MRL B'91.OLLN-M Ay9lLATION.DO NOT BLOdC � J V£NTIL4TION PAiH � N Q I�EW ARd�iTEGi1�AL A8P4�AI.T SNR�Y�E9 dJ ' OPE LAYER ICE AND U14TER SNIEI,D Fffi'IBRAI� � ON PtlBTPIG BUILT-4'fdOC�F UI/BIIL1l9T (�hIOVED ON�'CaX PLTUl00D ON E]r�R�ERED ROOF T1�I1.°BE8 � DRIP EDGE PLAtE im�Bm YM BI.00ICMG YX4 RS.C.EDAR FA9CIA 2XB RS CFDAR FASCIA W � SCfFR BOARD � . R.B.CEDAR BOARD LLV DQ CEDN2 8�4TTEN BTRIP°+ - ' .. - ' � •I�'OG.ON�Fi BLDCs FELT ON DCISTNG�'PLTUIOOD , SIDMG ON D(IS1G.1x4�16'OG.IUl�LL COlL91RIJCTICN .. ' ' ,... � .. , UU 3�'KR�4FT FACED BATT RJ9ULA?ION ON V!'fiTPBOARD , � ' .x - � , . BEDI�GP1� t . �, � � _.��----- - -----, ---- � � i -, ( ! fLA9HrtJG?OP 1801TOM UPPER LEvEL �RS.CEDAR BELLT BAND i ' 93�9' — — ' ! � PORCN(d00F HEYArD ' ( i � ' i ' � � � � � I � � RS.CEDAR BOARD UY DQ CFDAR BATTEN BTRIPB � � � ' � 1�'�,oEMRiJDED RKsID IN9LLA71Q1�,BLDfi � . � � ; F � i ` i EXI TCs Tc4 i�16'�W41.1.CON9S TI7JGTION UV ,�� 3}'KRI�FT FACED 9ATT M,911ATION ON � � � V!'GTPBOARD � V O ; ; � , � � L � i � � � � � � � $ L � M � � v � � f�EG.I�OGf1 bXb RS C�EDAR DEdC P06T8 WITH Ykb `�+ 1 + CM RAIL 1�'SdIARE STOCK BTL.PICI�TS � � � E DECK " '� � e�riss.c�aR eeac P�os�a wna� j �� i � M CAP RAIL 1�'SfiUJRE BTOdC 81L.PICI�TS i • � O I � � � �m�.�,�� 8,�„�. � �n o� � � MAIN 9E� 9 A�I�N LEVEL � — — -�- — — — — — — — — — — � � � M COhK'091?E DECKOJG ON 4x10'e� sTRilG1URAL � O ----- ------� � m cv nam eEac t�we�r� srr�cn� J orar ar►�w�ac aF�a �m Rs.cFnaR�eean r� srnucnn�a,� 8�m Rs.cmaR r-�n�eea�r� s�cn�xa� � . EXIB?ING DECK FRAhfNG TO BE REhIOVED 0 eoclm RS.CE�AR PERO"�TER BEAM RE STR1JG11�Z/IL O � �i PFaO'VIDE CONfIN101J3 MTL DR1P Fi,A9HMG�AI.L PEW STUCCO TO DI56611W2 MATERIAL TRANbI810N9 � At8 RS.CEDAR CALU"N 8xB R3.CEDAR COI.U`N 8111CC0 BE1'ONP � ld� � 6xb R�.CEDAR bxb R.B.CEDAR CALlM1 �" � ��„� "� � 12'80.CONCREiE P�R BTRIJGR#iAL 11'SQ.CONf.RETE PIER� BTRIJCTURIIL 4'�SLliB LLV Mal 4'EX�RIDED RIGID �c�'� D STOR�E _ L LEVEL b {'�iC+�hc'�!1'1 �� _ f — — — — — — — — ,. azm� paavi�ca�r�u�sc�aT easE oF au. 401 i 55 � fI I�U!81JCC0 ,� � .� , �.��D��?J. �� c.�'` a- a .. .. v 4��,�F�� `�'�� ¢��,`A SLOPEMRL�'PER FT ALLW7 FRdh DOOR.i I�'5Q.CONCf�TE PIER RE 81pJG1URAL 4. 4. LOUIER LEVEL _ - 82�' �• �' + •4 • � ,� � • . � .. .. . ' • • � . t _ � � � = = • — : _ ,,� Date: 4.26.10 �' �' 1 � • a �— � �— � — = I I a • • I1 , ., . , . . � 4.26.10 D.R.B.SUBMITTAL . a� , . a�, —� r _ .• I • • 6.28.10 PERMIT SET - - — — :� � . • . i � , 4• 7.26.10 PERMIT REVISIONS � — • • .. . � . . d _ � � • I � �0 • 0 � - �� t I � 1LL � •+a� e �I I.�..t.� _ � I� ' I T r � 2 U�,�� S�CtION 1 U��.� S�CTI01�1 A8.1 BCAL�: 1/2" = 1'-0" A8.1 SCAL�: 1/2" = 1'-0" WALL SECTIONS OC COPYRIGHT W . U . Z W �o Q J � _ �0 � � � � � � �.�■■� � � � O �C � � Q � Z Q J � o — oV W � � (� N Q I � � � � W m AFdCI�ITEGiIJRAL A9PHALT 9HAJGLEB ON �� V � ori��ccx�,vaooa or,��m nrs�ariori ar�czx�Ywoo�ar m�w�rts•s4� n) � . OG.W/R-38 BATi M9LO.ATIGN ON VAPOR BARRIER W � •� � EDCE � . ,�� V O � sxe Rs.cmaR Fascia L 'a �YXI2 RS.CEDAR FA9CIA Q L � � � � � V � � � so�n eoar� � � � � �� R.s.cmaR wumow►� � � M � L ' � sx,e��uroo�caP Rau. auMUUh cx.ao woo�wr�ow r� wn�mow sc►�a� � � � 6)6 R8.LEDAR DECK Po8T8 SPACED �p�pqq • � � � AESFIOUN ON PI.AN Q � i � �'lQllllk£BTOCK SiL PICI�TB UY FjSa' PLA9FIRJG FLU BTOCK TOP RAIL LET-IN TO LLG CAP ' RAL�F}'x�'FLAT BTOCK BOITOM RAIL m/ 1x4 R5.CEpAR U1INDOIU SILL � � S� FLIISNAJG � ' MACIMM OPEWAJG3 TO BE 4'11T' - � O ' RS.CEDAR BOARD W/DQ CEDAR 6AT1EN 9TRIP5 O � •1�'OG.ON'L5 BLDG.fELT(OR ECil41.)ON n/ F }'CDX PL7UlDOD fOR EfilAL)ON 1X6 IWU.L I��r� �':ONIP081TE IUOOD DEdCI1JJG LLV CONCEALED CON.9IRJGTION WIiFI 6'BATT P19ULA710N ON FI$TEI�ER3 VM�OR BARRIER ON g'�l'P BD � }'7#�1J BOLTS RE.STFaJG1UFtAL ;r � 3/4'CDX PLYUlOOD ON 7xi0 FLOOR fR.4MMG 16'OG. �RS.G'BDAR FA9CIA RE W4LL SEGTION9 RE 81RiJGTII�I.WITN fUL1 Bl1TT rtJ9lILATION ON o YAPOR BARRIER 0 �+ ��' �� l+ •� �MAM LEVEL — — — — — ✓i�` �/j et� 5 � �`° a6d D, . . �•'� Kir��n�m �"� . 40'f 755 ��y/r"�, • 7�.1��lD �.,'` . , . � ,r, �, �� `�� ,��+�� • �, 2 l��C�G 1��T,�I� ,• B��,�,�� _______- RE STI�IJGTURIII. A82 SG,4LE: 1/2" = 1'-0" � 2'RlCslp M9lLATION lDQR1DED) . , b��►M��, Date: 4.26.10 a� coHrn�uous a�a�Foarn� � � � DRAM TO DAYLK+Hf , � 4.26.10 D.R.B.SUBMITTAL . .. • . • 5.28.10 BID SET , . , 6.28.10 PERMIT SET 7.26.10 PERMIT REVISIONS • � W�� S�C I (�I�t .482 SCAL�: 1/2" = 1'-m" WALL SECTIONS AND EXT. DETAILS OC COPYRIGHT � � � � � � � � � � � � � .' �� . �,�' �.. � � / \ , . , . � , '� / \ , �. - •. � `� / \ � � � � / \ ` .' / � . , . . �� . . � � .•� � ,.� . \ / �� `• , \ / � \ / ` - , _ \ / � � \ / o / ' //' / �� '_ ,��,T. ❑ o \ �i /' / ��'� ��yN � � , --�� . ; �,� �j�.. � , - — s� . . , . ,. 9,-4" Z4'-9 3/4" Z4'-9 3/4" 19'-8 3/4" � 5/8" 9/8" 5/8" 9/8" 9/8" 5/8" 9/8" 5/8" � � � � � � � � � L,4UNDR1' ROOM 3 REGRE,4TION ROOM 2 RECRE�►TION ROOM 1 RECRE�4TION ROOM � A°.1�0 8CALEs I/4" • 1'-0" A°1m 8CALE: I/4" . 1'-m" A°10 SCALE: I/4" • I'-m" A9.m 3CALEs I/4" • I'-m" � � � � , i '�� , , �� i : `. i � .. L�' , , . . � " ' . � � � . � , ! � � '. ` � ' � ,� ;� � \ �/ � ' -�Q , '^-- � a t�� - -- � �� i '� � e� 9'-Z" 4'-10 3/4" 9'-5 1/�" 9'-5 I/4" � � ' 5/S" 5/8" 5/8" 5/8" 5/8" 5/S" 5/8" 5/S" � D � � S 8�-�►TN �'2 � B�4TN �2 � MUD ROOM 5 MUD ROOM � � „ � , „ _ „ , „ „ , ., � D 1� A°10 8CALEs I/4 1 -0 A9.0 SCALE_ I/4 . 1 -0 A°1m 5CALEs I/4 ■ I -0 A°10 5CALEs I/4" ■ I'-m" � sJ � � � � ~ � � � � � � � D� � � � � � � � , � � , � 0.. �� ,� - � 1 �� on��d D. � � Kerkl��am ��°y 401755 �,�' 7..Z 7./� G~ ��`�� a�� Dalte: 4.26.1 b r 4•25.14 .R.B.SUBM�IT/u. 5.2g.1q�ID SET 6.2$.1 b PERMR'SET 7.2G.1 b PERMIT RE1hSIC7NS � IM'Et�IC�R ELE�/`5. QQ �o�rwcfrr • r O � , � � O � � � •2 GAR GARAGE �I � � � � � � � � � O O � �' � � � � o� � •ENTRY � � 3 •BE D ROOM o� � � _ � � o � � f..V � J •FAM LY ROOM � � � D � � � � � � � � � � •POWDE � � •MECN_ � � � O FP O� REF_ •REC_ ROOM Q � REF_ •IG �CNE •D N NG ROOM � � r uw T ��/� • �i �� _ D M � D � EXIST NCx CONSTRUGTION EXISTINC� CONSTRUCTION � � � � � � � NEUJ CONSTRUCTION NEUJ CONSTRUGTION � �. � � � � � � �. � � � � � '� � - � � � _ � , � � � � • � � a � �� v � 1 MAIN LEVEL FLOOR PL�►N �� 0 1 LOUJER LE1�EL ELECTRIC�4L PL�4N „ . „ � � � EI.m 8CALE= I/4 ■ I -0 ELECTRIC,4L S1'MBOLS � \ � EI� SCALEs I/�" • I'-m" >\ �� ,�� . � P�� DUPLEX GONVENIENCE OUTLET � EXTERIOR GEILING MOUNTED � � �'�,,r? �4 QUADRUPLEX CONVENIENCE OUTLET INGANDESCENT L1GHT FIXTURE m DLIPLEX GONVENIENCE OUTLET - EXTERIOR WALL MOUNTED INCANDESCENT Ed D � w GROUND FAULT INTERUPT LIGNT FIXTURE ;a" {�Er�.h�m DUPLEX CONVENIENGE OUTLET 401755 �AC MOUNTED ABOvE COUNTER Q4.Q.Q STRIP LIGHTING- BARE BULB � DUPLEX GONVENIENGE OUTLET �'42 MTD_ - 42" APF_ � 2X4 FLUORESCENT LIGHT FIXTURE ��` 7��1J �\�� DUPLEX CONVENIENGE OLITLET - '�+�� AR�' �' WEATHERPROOF � FLOOR MTD_ DUPLEX GONVENIENGE OUTLET � WALL SCONGE � FLOOR MTD_ HALF-SWITGHED CONVENIENCE Ol1TLET � UNDER-GABINET LIGHT Dalte: 4.25.1 b � HALF-SWITGHED CONVENIENCE OUTLET a RECESSED STEP LIGHT 4. 6.1C)D.R.B.SUBMITTIu. � SPECIAL POWER OUTLET � GEILING FAN 5.�$.IqBIDSET $ SWITCH � GARBAGE DISPOSAL G.�$.14 PERMITSET �.z�.�a Pe�+rr rt�lnsiaNs $3 3-WAY SWITCH � EXHAUST FAN/LIGHT COMBINATION $4 4-WAY SWITCH Qr THERMOSTAT $p DIMMER SWITCH Q ,1UNCTION BOX $� LIGHTED SWITGH : ELEGTRICAL PANEL ' $� SWITCH IN DOOR JAMB �� SMOKE DETECTOR � RECESSED INCANDESGENT LIGHT FIXTURE 0 GARAGE DOOR OPENER � ❑O w, WATER PROOF RECESSED INCANDESGENT LIGHT FIXTURE 0 GHANDILIER E—� DIREGTIONAL OR E1'EBALL REGESS LIGHTING �--�—��– TRAGK LIGHTING � TELEPHONE/DATA {{} CEILING MTD_ INCANDESGENT LIGHT FIXTURE � H CABLE TV � Ce►rv WALL MTD. INCANDESCENT LICsHT FIXTURE L ,I�Nd MI�IN EL �L. PL�N OO ca��M' �;, I - - � �� ' Z✓.. _�� GENERAL NOTES 1 LIVE LOADS USED IN DESIGN A ROOF 100 PSF B THE PREPARATION OF THE SUBGRADE F)R THE SLAB ON GRADE SHALL BE IN STRICT ACCORDANCE WITH THE PROJECT SOILS REPORT REFERENCED ABOVE THE STUD WALL WITFf 2X6 I/2" THIGK 150LATION B TYP ICAL FLOOR 40 PSF CONTRACTOR SHALL D IRECT QUEST IONS REGARD ING THE SUBGRADE PREPARAT ION P�T I'-4" WITH TREP.TED JOINT M,4TERIAL X GONT. REQU IREMENTS TO THE GEOTECHN ICAL :NG INEER 8X8 TIMBER OR REDWOOD 2X6 SILL C IMPORTANCE FACTORS GOLUMN PLP�TE WITI-f I/2"� A1`1GFiOR CATEGORY 13 C, MOVEMENT OF THE SLAB ON GRADE MAY CAUSE DAMAGE TO ANYTHING CONNECTED BOLT AT Z'-8" SEISMIC FACTOR IE 1 0 TO BOTH THE SLAB AND OTHER PORTIOJS OF THE SUPERSTRUCTURE ISOLATION SNOW FACTOR IS 1 0 DETAILS FOR PARTITION WALLS, BASE30ARDS, PIPING AND OTHER ITEMS MAY BE WIND FACTOR IW 1 0 REQU IRED REFER TO THE APPROPR IAT: DRAWINGS OR CONSULT WITH THE =_==__=_= SIMPSON /�BU88 RESPONS IBLE MEMBER OF THE DES IGN fEAM PR IOR TO CONNECT ING ITEMS TO BOTH POST BASE WI?Ff � D W I ND THE SLAB ON GRADE AND OTHER PORT I)NS OF THE SUPERSTRUCTURE (2) �✓/8" D1�4. C2)-#4 X GONTINUOUS —x—x—x—x—x 3 SECOND GUST 80 MPH � ?�T TOP -jJ1-� ` " _ � _ Z faNGHOR BOLTS T EXPOSURE B 5 CONCRETE a ��=�I= �j-j l(- �_ - � I�=11�--1� ` IlT-T��1� . E SNOW A ALL CAST- IN-PLACE CONCRETE SHALL BE MADE WITH TYPE I/I I PORTLAND CEMENT, _ _ _ -III-III-I �_�j((-� � GROUND SNOW LOAD Pg 143 PSF � STONE AGGREGATE AND SHALL SATISFY THE FOL�OWING REQUIREMENTS �I � o °�, _ �� SNOW EXPOSURE FACTOR Ce 1 ,0 � � T1IT . I� I�r THERMAL FACTOR Ct 1 0 CONCRETE ITEM F�C M IX T`PE MAX W/C RAT 10 % A IR REQ '1 - �I-�rlr � . ° I'-O" d> PIER �r� FOOTINGS 3000 � F SEISMIC psi �TD - - - - - - S ITE CLASS D FOUNDAT ION WALLS 4000 ps i iTD - - - - - - ��° (�)-#4 VERTIGAL � CATEGORY g INTER IOR SLABS ON GRADE 3000 ps i iTD 0 50 - - - ° #4 /�T I'-6" X � SS _______ EXTER IOR CONCRETE (++) 4500 ps i STD 0 45 6�-8� Z o , 8�� S1 � SDS ++ MAXIMUM SLUMP SHALL NOT EXCEED 4� � J � BASIC SESSMIC FORCE RESISTING SYSTEM IS Vv1�OD SHEAR WALL B IF CONCRETE SUPPLIER PROPOSES USE OF FLYASH HE SHALL PROVIDE OWNER WITH � � (2)-#4 X GONTINUOUS !� SE ISM IC RESPONSE COEFF IC IENTS CS _______ LETTER IND ICAT ING COST REDUCT ION \T T IME OF B ID THE MODULUS OF ELAST IC ITY �. RE: PLAN fiT I'-6" � � � RESPONSE MODIFICATION FACTOR -----_- OF AL� CONCRETE SHALL EXCEED WC1 > 33 � (OR 57,000 � NORMAL WEIGHT � , � � O ANALYSIS PROCEDURE USED CONCRETE) a ` G LIVE LOA�S ARE REDUCED PER CODE IF APPLICABLE C CONTRACTOR SHAIL SANCUT OR TROWELCUT JOINTS IN SLABS ON GRADE JOINTS �I ' � ' a r^ SHAIL BE SPACED 10 FEET AND SAWCU" OR TROWELCUT 1�4 OF SLAB DEPTH X 3�16�� a � = 1 � ��• (2)-#4 X GONTINUOUS � v, � H CODE USED IN DESIGN INTERNATIONAL BUIIDING CODE, 2006 EDITION WIDE WITHIN 12 HOURS AFTER POURINS CARRY ALL SLAB REINFORCEMENT THROUGH _ � � ' - � - � � - _ � O Q JO I NT A, 2 TESTING, INSPECTIONS AND OBSERVATIONS ° J � T� �� > �� D SLABS, FOOTINGS AND WALLS SHALL N4T HAVE JOINTS IN A HORIZONTAL PLANE ANY � � A THE STRUCTURAL ENGINEER DOES NOT PROVIDE INSPECTIONS OF CONSTRUCTION STOP IN CONCRETE VJORK MUST BE MAD AT THIRD POINT OF SPAN WITH VERTICAL III�II ` RE PLAN � O STRUCTURAL ENGINEER MAY MAKE PERIODIC OBSERVATI�NS OF THE BULKHEADS AND HORIZONTAL SHEAR KE'S UNLESS OTHERWISE SHOV�f�I ALL � Q J CONSTRUCTION, SUCH OBSERVATIONS SHALL NOT REPLACE REQUIRED CONSTRUCTION JOINTS SHALL BE AS D TAILED OR AS REVIEWED BY THE ENGINEER O INSPECTIONS BY THE GOVERNING AUTHORITIES OR SERVE AS "SPECIAL INSPECTIONS" AS MAY BE REQUIRED BY CHAPTER 17 OF THE INTERNATIONAL E ALL CONCRETE 1M�RK AND REINFORCEMEUT DETAILING SHALL BE IN ACCORDANCE �� C � I O I � � � � C� I O I � I � � BUILDING CODE WITH ACI BUILDING CODE 318 LATEST EDITION, UNLESS NOTED OTHERWISE USE � O STANDARD HOOKS FOR DOWELS UNLESS YOTED OTHERWISE ALL EXPOSED EDGES OF B THE FOLLOWING W1�RK SHALL BE INSPECTED BY THE SPECIAL INSPECTOR UNLESS CONCRETE V�RK SHALL HAVE 3/4 INCH CHAMFER 3/4" = I'-O" 3/4" = I'-O" � J SPECIFICALLY WAIVED BY THE BUI�DING OFFICIAL � 6 RE INFORCEMENT ��_#4 � N Q 1 SOIL PREPARATION \ A ALL REINFORCING SHALL BE HIGH-STFENGTH DEFORMED BARS CONFORMING TO ASTM � / a, EARTHWORK EXCAVATION, PLACEMENT AND COMPACTION OF FILL A615, GRADE 60 EXCEPT TIES, STIRRUPS AND PLATE ANCHORS N411CH SHALL BE AND IN-PLACE DRY DENSITY OF THE COMPACTED FILL FOR DEFORMED BARS, ASTM DESIGNATION A�15, GRADE 40 OR ASTM A706 GRADE 60 CONFORMANCE WITH THE APPROVED REPORT 9 NON-SHRINK GROUT - � � 6 WELDED WIRE FABRIC SHALL CONFORM "0 ASTM A185 GRADE 65 AND SHALL BE � ,—x—x—x—x—x 2 CONCRETE CONSTRUCTION LAPPED ONE FU�L MESH AT SIDE AND ND SPIICES AND WIRED TOGETHER A NON-SHRINK GROUT SHALL BE PROVIDED �7-��JJI �` - - 1 BETWEEN COLUMN BASES AND CONCRETE OR MASONRY SUPPORTS 1-"I-�I1I � � T��-_I II fll- III III�1 m-7 a PERIODIC INSPECTION OF REINFORCING STEEL, INCLUDING C REINFORCEMENT PROTECTION UNLESS NDTED OTHERWISE 2 BETWEEN BEAM BEARING PLATES AND CONCRETE OR MASONRY , „ _��_� -�-� PRESTRESSING TENDONS AND PLACEMENT 1 CONCRETE POURED AGAINST EARTH 3" SUPPORTS 2 -� �- � �� b CONTINUOUS INSPECTION OF PLACEMENT OF SHEAR REINFORCEMENT 2 CONCRETE POURED IN FORMS (EXPOSED TO WEATHER OR EARTH) 2" 3 GROUT SHALL BE COMPLETE AND HAVE A MINIMUM COMPRESSIVE STRENGTH - � c PERIODIC VERIFICATION OF WELDABILITY OF REINFORCING STEEL OTHER 3 SLABS AND WALLS �NOT EXPOSED �O WEATHER� 3�4° OF 6000 PSI PRIOR TO ADDING BUILDING LOADS ABOVE #4 /�T I'-4" X �I r L� ' ' , THAN ASTM A706 N � d CONTINUOUS INSPECTION OF BOLTS TO BE INSTALLED IN CONCRETE D REINFORCEMENT PLACEMENT AND TOLER�NCES SHALL BE IN ACCORDANCE WITH 10 VvbOD PRIOR TO AND DURING PLACEMENT OF CONCRETE SECTIONS 7,5, 7 6 AND 7,7 OF ACI 518, LATEST EDITION. � e PERIODIC VERIFICATION OF USE OF REQUIRED DESIGN MIX A ALl FRAMING AND TRUSS LUMBER SHALL BE DRY DOUGLAS FIR, LARCH, GRADED BY R�. SEGTION I/SII f CONTINUOUS INSPECTION AT THE TIME FRESH CONCRETE IS SAMPLED E NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR WESTERN NA�OD PRODUCTS ASSOCIATION AND CONFORMING TO INTERNATIONAL TO FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AUTHORIZED BY THE STRUCTURAL ENGIYEER LAP SPLICES, V�1-IERE PERMITTED, SHALL BUILDING CODE AS FOLLONS AIR CONTENT TESTS AND DETERMINE THE TEMPERATURE OF THE BE A MINIMUM OF 48 BAR DIAMETERS "OR #6 BARS AND SMALLER AND SHALL BE A CONCRETE MINIMUM OF 80 BAR DIAMETERS FOR #7 AND #8 REINFORCEMENT UNLESS NOTED 2" THICK - 4" TO 6" WIDE (WALL STUD ONLY) STUD Fb = 700 PSI g CONTINUOUS INSPECTION OF CONCRETE PLACEMENT FOR PROPER OTHERWISE MAKE ALL BARS CONTINUOUS AROUND CORNERS 2" TO 4" THICK - 6" AND WIDER NO 2 Fb = 900 PSI APPLICATION TECHNIQUES 5" THICK - 5" AND WIDER NO t Fb = 1350 PSI RE. PLAN h PERIODIC INSPECTION FOR MAINTENANCE OF SPECIFIED CURING F PLACE TY� #5 (PER 8" THICKNESS) W TH 2'-0" PROJECTION AROUND ALL OPENINGS IN NOTED ALLOWABLE STRESSES ARE MINIMUMS AND FOR NONREPETITVE USES PRIOR TEMPERATURE AND TECHNIQUES CONCRETE WALLS, SLABS, AND BEAMS ALSO PROVIDE TWn #5 X 4'-0'� DIAGONALLY AT TO ALLOWABLE STRESS INCREASES � ° ` EACH CORNER, � 3 STEEL CONSTRUCTION B Vd-IEN PRESERVATIVE TREATEO LUMBER IS REQUIRED BY CODE ALL CONNECTIONS AND ° � , ° R�: SEGTION I/SII G CONTINUOUS TOP AND BOTTOM BARS IN WALLS AND BEAMS SHALL BE SPLICED AS NAILING SHALL BE ADEQUATELY GALVANIZED (DOUBLEDIPPED OR BETTER) � � ` a ALL WELDING SHALL RECEIVE CONTINUOUS SPECIAL INSPECTION FOLLOWS TOP BARS AT MIDSPAN, BOITOM BARS OVER SUPPORTS � 1 �.....:• ° ` � b THE SPECIAL INSPECTOR NEED NOT BE CONTINUOUSLY PRESENT C TREATED SILL PLATE LUMBER MAY BE HEM-FIR, STRUCTURAL #1 GRADE IIL . u DURING WELDING OF THE FOLLOWING ITEMS, PROVIDED THE MATERIALS, 7 MASONRY WELDING PROCEDURES AND QUALIFICATIONS OF WELDERS ARE D. PROVIDE METAL CROSS BRIDGING NOT OVER 8� ON CENTER FOR ALL 2X NbOD JOISTS 1�� ' �� VERIFIED PRIOR TO THE START OF N�RK, PERIODIC INSPECTIONS ARE A ALL MASONRY CONSTRUCTION REQUIRES SPECIAL INSPECTIONS PER CHAPTER 17 OF SOLID BLOCKING BETWEEN ALL JOISTS AT ALL SUPPORTS AND ENDS OF CANTILEVERS MADE OF V1bRK IN PROGRESS; AND A VISUAL INSPECTION OF ALL WELDS THE INTERNATIONAL BUILDING CODE IS REQUIRED, IS MADE PRIOR TO COMPLETION OR PRIOR TO SHIPMENT OF SHOP WELDING B CONCRETE BLOCK UNITS SHALL CONFORN TO ASTM C90 MORTAR SHALL BE ASTM C270 E FASTEN ALL V�OOD MEMBERS WITH COMMON NAILS ACCORDING TO THE IBC SCHEDULE 1 SINGLE PASS FILLET WELDS NOT EXCEEDING 5/16" IN SIZE TYPE S OR M. TABLE 2304-9 1 UNLESS NOTED OTHERWISE �� ` �� I � c VERIFY WELD FILLER MATERIALS CONFORM TO AN5 SPECIFICATIONS I I � +-+ � AND MANUFACTURER'S CERTIFICATE OF COMPLIANCE IS REQUIRED C MASONRY SHALL CONSIST OF CONCRETE BLOCK WITH A MINIMUM COMPRESSIVE F. LAMINATED BEAMS d VERIFY STRUCTURAL STEEL MATERIAL CONFORMS TO ASTM STANDARDS STRENGTH OF F'm OF 1500 PSI BASED ON NET AREA 1 , ALL LAMINATED MEMBERS SHALL BE FABRICATED OF DOUGLAS FIR LARCH AT 12 3/4" = I'-O" V � SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS AND PERCENT MOISTURE CONTENT IN ACCORDANCE WITH WCLIB ALL SIZES SHONM � . W MANUFACTURER'S CERTIFIED MILL TEST REPORTS D WALLS SHALL BE REINFORCED HORIZON"ALLY AT 16" ON CENTER WITH 9 GAGE ARE NET g" � � e PERIODIC VERIFICATION OF HIGH STRENGTH BOLTS, NUTS AND WASHERS MINIMUM LADDER-TYPE REINFORCEMENI MEETING ASTM A82 MASONRY WALL 2 LAMINATED MEMBER SHALL BE DETAILED AND FABRICATED IN ACCORDANCE � � � FOR CONFORMANCE TO ASTM STANDARDS SPECIFIED IN THE APPROVED REINFORCEMENT HORIZONTAL REINFORtING SHALL BE CONTINUOUS AROUND WITH THE STANDARD SPECIFICATIONS FOR THE DESIGN AND FABRICATION OF , CONSTRUCTION DOCUMENTS AND MANUFACTURER'S CERTIFICATE OF CORNERS STRUCTURAL GLUE LAMINATED TIMBER, LATEST EDITION AS PUBLISHED BY AITC r , � COMPLIANCE 3 PROVIDE UNITS CONFORMING TO AITC 117, 24FV8, D F FOR CONTINUOUS /�T SIMIL?�R SEGTION y E UNLESS NOTED OTHERWISE, MASONRY WALLS SHALL ALSO BE REINFORCED WITH MEMBERS AND CANTILEVERS AND 24FV4, D F FOR SIMPLE SUPPORT MEMBERS n L' � INTERIOR SLAB AT 4 MASONRY CONSTRUCTION ONE #5 VERTICALLY AT WALL ENDS, C)RNERS, EACH SIDE OF DOOR OR WINDOW MEMBERS SHALL BE DESIGNED WITH ZERO CAMBER WITH TOP SURFACE THIS �AGE �• � 7�ii T � L OPENINGS AND AT NOT OVER 1 -4" ON CENTER TYPICALLY REINFORCEMENT CLEARLY STAMPED ON EACH MEMBER, _��=I" M a THE MINIMUM SPECIAL INSPECTION PROGRAM FOR MASONRY IN NON- SHALL BE FULLY GROUTED IN PLACE 6ROUT SHALL DEVELOP 3000 PSI IN 28 DAYS AND � III�T�T O ESSENTIAL FACILITIES SHAL� BE AS FOLLOWS MEET ASTM C476 G PLYNA�OD DECK AND/OR ORIENTED STRAND BOARD � � � t PANEL THICKNESS SHALL BE AS SHOVvN ON THE DRAWING APPLICATION SHA�L � 1 FROM THE BEGINNING OF MASONRY CONSTRUCTION, THE F ALL CMU WALLS REQUIRE A MINIMUM 0 2-#5 IN BOND BEAM ABOVE ALL DOORS AND BE IN ACCORDANCE WITH RECOMMENDATIONS OF THE AMERICAN PLYI�WOD � � Y C� U r FOLLOWING SHALL BE VERIFIED TO ENSURE COMPLIANCE WINDON5, AT FLOOR AND ROOF LINES, AND TOP OF PARAPETS UNLESS OTHERWISE ASSOCIATION iTT -II� NOTED 2 EACH PANEL SHALL BE IDENTIFIED WITH THE GRADE-TRADEMARK OF THE T"1=�� #4 AT I'-4" � = � a PROPORTIONS OF SITE-PREPARED MORTAR AND GROUT AMERICAN PLYWOOD ASSOCIATION AND SHALL MEET THE REQUIREMENTS OF �III�III�I ✓ �/ERTIG?.L � �� M (PERIODICALLY) G REFER TO ARCHITECTURAL DRAWINGS FUR CONSTRUCTION JOINT LOCATIONS U S PRODUCTS STANDARD PSi , LATEST EDITION FOR PLYNA�OD ALL PANELS � L ' b PLACEMENT OF MASONRY UNITS AND CONSTRUCTION OF WHICH HAVE ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO THE •.� � MORTAR JOINTS (PERIODICALLY) H FILL ALL VOIDS AND BLOCK CELLS SOIIDLY WITH ASTM C476 GROUT FOR A DISTANCE WEATHER SHALL BE OF THE EXTERIOR TYPE � � � c PLACEMENT OF REINFORCEMENT AND CONNECTORS OF 24" BENEATH AND A MINIMUM OF 16" EACH SIDE OF ALL BEAM REACTIONS OR OTHER 3 FOR FLOORING USE 3/4" T&G STURD- I -FLOOR SHEATHING GLUED AND NAILED m � (PERIODICALLY) CONCENTRATED LOADS UNLESS NOTED 0-HERWISE WITH 10D NAILS AT 6" ON CENTER ALONG PANEL EDGES AND AT 12" ALONG � #4 f�T I'-6" d GROUT SPACE PRIOR TO GROUTING (CONTINUOUSLY) INTERMEDIATE SUPPORTS. I-IORIZONTAL � � e PLACEMENT OF GROUT (CONTINUOUSLY) 1 CMU SHALL BE FULLY GROUTED BELOW tRADE 4 FOR ROOF USE 5/8" (40/20 SPAN RATING) EXPOSURE I SHEATHING NAILED � � �('� WITH 10D NAILS AT 4" ON CENTER ALONG PANE� EDGES AND AT 12" ALONG 2 THE INSPECTION PROGRAM SHALL VERIFY J PROVIDE A THICKENED CONCRETE SLAB UNDER ALL MASONRY PARTITION WALLS SEE INTERMEDIATE SUPPORTS � X ARCHITECTURAL DRAWINGS FOR LOCATION AND EXTENT OF WALLS AND FOR 5 EXTERIOR WALLS SHALL HAVE ONE LAYER OF 1/2° EXPOSURE I PLYV�UOD OR O #4 AT I'-4" X � � a SIZE AND LOCATION OF STRUCTURAL ELEMENTS OPENINGS, ALL OF WHICH REQUIRE LI�TELS. SEE LOOSE LINTEL SCHEDULE FOR OSB SHEATHING NAILED WITH 8d (OR 10d) NAILS AT 6° ON CENTER ALONG PANEL � (PERIODICALLY) FRAMING OVER NON-BEARING OPENING; IF NOT SHO�MJ ON STRUCTURAL DRAWINGS EDGES AND 12" ON CENTER AT INTERMEDIATE SUPPORTS ALL PANEL EDGES i b TYPE, SIZE AND LOCATION OF ANCHORS, INCLUDING SEE MECHANICAL DRAWINGS FOR THOSE OPENINGS NMICH REQUIRE LINTELS SHALL BE BLOCKED it 8�� r ' OTHER DETAILS OF ANCHORAGE OF MASONRY TO 6 FLOORS AND ROOF SHEATHING SHALL BE INSTALLED WITH THE FACE GRAIN L STRUCTURAL MEMBERS, FRAMES OR OTHER K WHERE MASONRY LINTELS CROSS EXPANSION CONTROL JOINTS IN MASONRY, INSTALL PERPENDICULAR TO SUPPORTS WITH END JOINTS STAGGERED RE� PLP.N O � CONSTRUCTION (CONTINUOUSLY) LINTELS SO THAT THE LINTEL MAY SL DE ON ONE END o � � � c SPECIFIED SIZE, GRADE AND TYPE OF REINFORCEMENT 7 INSTALL SUITABLE EDGE SUPPORT BY USE OF PLYCLIPS, TONGUE AND � ` (PERIODICALI.Y) L PROVIDE MASONRY TIES WHERE MASONR' ABUTS CONCRETE GROOVE PANELS OR SOLID NqOD BLOCKING SUPPORTS ° � � D d WELDING OF REINFORCEMENT (PERIODICALLY) � � ° e PROTECT ION OF MASONRY DUR ING COLD WEATHER 8 STRUCTURAL STEEL H PREFABR ICATED V�OD MEMBERS SHALL BE THE TYPE NOTED ON THE DRAWINGS ANO - r .,.....,.. ` �2)-#4 X GONTINUOUS (TEMPERATURE BELOW 40 DEGREES F OR HOT WEATHER A ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 EXCEPT WIDE FLANGE BEAMS SHALL BE "BCI -JOIST" AS MANUFACTURED BY BOISE CORPORATION ALTERNATES SHALL '� � � � ' (TEMPERATURE ABOVE 90 DEGREES F3, (PERIODICALLY) BE REVIEWED BY THE ENGINEER. TO BE CONSIDERED, ALTERNATES SHALL HAVE A LOAD f APPLICATION AND MEASUREMENT OF PRESTRESSING NMICH SHALL CONFORM TO ASTM 992, 50 KSI) AND EXCEPT PIPE COLUMNS NMICH CAPACITY IN BENDING, SHEAR AND DEFLECTION EQUAL TO OR GREATER THAN THE SIZE TIII � �III - FORCE (CONTINUOUSLY) SHALL CONFORM TO ASTM A53 AND TUB[ COLUMNS TO ASTM A500, GRADE B, �ATEST SHOWN ON THE DRAWINGS WEB BLOCKING AND BRIDGING TO BE AS REQUIRED BY THE EDITIONS STEEL SUPPLIER MAY PROV DE ASTM A572, GRADE 50 AT HIS OPTION JOIST MANUFACTURER RE. PL?.N 3 PREPARATION OF ANY REQUIRED GROUT SPECIMENS, MORTAR MISCELLANEOUS EMBEDDED ITEMS SHALI BE A36 STEEL SPECIMENS AND/OR PRISMS SHALL BE OBSERVED I LAMINATED VENEER LUMBER MEMBERS SHALL HAVE THE FOLLOWING STRESS Q O L/C (CONTINUOUSLY) B ALL STRUCTURAL BOLTS SHALL BE A321N INSTALLED TO A MINIMUM SNUG TIGHT CAPACITIES FB = 2800 PSI , E = 2,000,000 P51 , FC = 750 PSI , FV = 285 PSI BUILT UP �P:�••••••••. F CONDITION, ALL ANCHOR BOLTS SHALL CONFORM TO ASTM A307 UNLESS NOTED MEMBERS SHALL BE CONNECTED IN ACCORDANCE WITH MANUFACTURERS� 0.•'�S I. 4 COMPLIANCE WITH REQUIRED INSPECTION PROVISIONS OF THE OTHERWISE RECOMMENDATIONS CONTRACTOR SHALL HAVE THE OPTION OF USING 3 1/2" OR � � C � f �� 3 O;'Q.� � t� CONSTRUCTION DOCUMENTS AND THE APPROVED SUBMITTALS 5 1/4" WIDE MEMBERS Vr� SHALL BE VERIFIED (PERIODICALLY) C STRUCTURAL STEEL SHALL BE DETAILEf� AND FABRICATED IN ACCORDANCE WITH THE 3/4" = I'-O" 2 LATEST PROVISIONS OF AISC ��MANUAL OF STEEL CONSTRUCTION " 11 , NON-STRUCTURAL ELEMENTS �� 3 FOUNDAT IONS �4T SEGTION SIMILAR, D EXCEPT Vd-IERE DETAILED OTHERISE, FeBRICATOR SHALL SELECT STEEL A ELEMENTS SUCH AS NON-BEARING PARTITIONS, ETC ATTACHED TO AND/OR , PRO�/IDE 2X6 STUD �•�•.�� A MAXIMUM SOIL DESIGN PRESSURE 15�0 PSF CONNECTIONS PER AISC "MANUAL OF S"EEL CONSTRUCTION" (ASD), TABLE 11 -A SUPPORTED BY THE STRUCTURE SHALL TAKE INTO ACCOUNT DEFLECTIONS AND Wf�LL ON TOP OF Wi�.LL •''��•� , (Z)-#4 X GONTINUOUS � AND/OR AISC "SIMPLE SHEAR CONNECTION MANUAL" WITH A325 N BOLTS (OR WELDED OTHER STRUCTURAL MOVEMENTS � P.T TOP ��NA�.� � B THE ALLOWABLE SOIL BEARING PRESSURE ASSUMED IN DESIGN IS 1500 PSF THE EQUIVALENT) TO SUPPORT LOADS INDI(ATED ON THE STRUCTURAL DRAWINGS NMiEN , , �-1 =T7-� ^) CONTRACTOR SHALL RETAIN A LICENSED SOILS ENGINEER TO INSPECT THE LOAOS ARE NOT SHOWN, SELECT CONNEfTION TO SUPPORT 607 THE TOTAL UNIFORM B FIRE PROTECTION FOR ALL STRUCTURAL PARTS SHALL BE PROVIDED AND SHALL MEET -�- -I" 'V FOUNDATION EXCAVATION SOILS ENGINEER SHALL VERIFY IN WRITING THE ACTUAL LOAD CAPACITY PER AISC "MANUAL OF STEEL CONSTRUCTION" FOR EACH GIVEN BEAM ALL CODE REQUIREMENTS FOR THE TYPE OF CONSTRUCTION SPECIFIED BY THE ° � �� SOILS CAPACITY IS EQUAL TO OR GREATER THAN ASSUMED AND SPAN FOR NON-COMPOSITE MEMBEFS ARCHITECTURAL DRAWINGS STRUCTURAL STEEL MEMBERS SHALL BE CONSIDERED �i I �- UNRESTRAINED UNLESS NOTED OTHERWISE �t' C ALL FOOTING BEARING ELEVATIONS SHOWN ARE ASSUMED EXACT BEARING SUBMIT DESIGN CALCULATIONS, BEARInG THE STAMP AND SIGNATURE OF THE ELEVATIONS SHALL 8E VERIFIED IN THE FIELD WITH ACTUAL CONDITIONS BY PROFESSIONAL ENGINEER LICENSED IN THE STATE OF COLORADO, AND 12 GENERAL 06/25/1 0 CONTRACTOR WITH APPROVAL OF SOILS ENGINEER AND ALL BOTTOMS OF FOOTINGS EMPLOYED BY THE STEEL FABRICATOR, FOR ALL CONNECTIONS NOT COMPLETELY o Date: SHALL BE A MINIMUM OF 48" BELOW EXTERIOR GRADE DETAILED ON THE STRUCTURAL DRAWINtS AND FOR ANY PROPOSED ALTERNATE A ENGINEER�S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURA� SUBSTITUTIONS CONNECTION DETAILS g D ALL FOOTiNGS ARE TO BE PLACED ON FIRM, UNDISTURBED, NATURAL SOIL OR B VERIFY ALL OPENINGS THROUGH FLOORS, ROOF AND WALLS WITH MECHANICAL AND ' x—x—x—x� R@VISIOI�S: PROPERLY COMPACTED BACKFILL, APPROVED BY THE SOILS ENGINEER BACKFILL E ALL WELDERS SHALL HAVE EVIDENCE Of PASSING THE AMERICAN WELDING SOCIETY ELECTRICAL CONTRACTORS VERIFICATION OF LOCATIONS, SIZES, LINTELS AND „ ° � 07/23/10 REVISION �i SHALL BE COMPACTED TO 95� (MINIMUM) MODIFIED PROCTOR DENSITY PER ASTM STANDARD QUALIFICATIONS TESTS AS OUTLINED IN AN5-D1 1 REQUIRED CONNECTIONS ARE CONTRACTOR'S COMPLETE RESPONSIBILITY, ?��-� � D1557 UNLESS OTHERWISE RECOMMENDED IN THE SOILS REPORT IF SOFT SPOTS ARE =r��-�ID � ENCOUNTERED REMOVE SOIL AND RECOMPACT WITH APPROVED FILL (RE� SOIL F MINIMUM WELDS TO BE PER AISC TABL[ J2 4 BUT NOT LESS THAN 3/16" CONTINUOUS C PRIOR TO INSTALLATION OF MECHANICAL AND ELECTRICAL EQUIPMENT OR OTHER �-�� o �!II—�i ID REPORT FOR DESCRIPTION OF BEARING SOIL) FILLET UNLESS NOTED OTHERWISE ITEMS TO BE ATTACHED TO THE STRUCTURE, ENGINEER'S APPROVAL OF CONNECTIONS �-]]1-]� � AND SUPPORTS SHA�L BE OBTAINED UNLESS SPECIFICALLY DETAILED ON �-�IlI E. CONTRACTOR SHALL BACKFILL EQUALLY ON EACH SIDE OF FOUNDATION WALLS IN 12 G FOR ALL BEAM/COLUMN OR BEAM/BEAM �ONNECTIONS, PROVIDE HORIZONTAL SHORT ARCHITECTURAL ANO STRUCTURAL DRAWINGS, RESPECTIVE SUBCONTRACTOR � INCH MAXIMUM VERTICAL LIFTS OR AS RECOMMENDED IN THE SOILS REPORT REFER SLOTS IN CONNECTION MEMBER ONLY (VT'-SECTIONS, ANGLES OR SHEAR PLATES) SHALL FURNISH ALL HANGERS, CONNECTIONS, ETC , REQUIRED FOR INSTALLATION OF �� #4 HORIZONTAL TO SOILS REPORT FOR BACKFILL MATERIAL HIS ITEMS H STRUCTURAL STEEL SUPPLIER TO FURN SH LINTELS FOR ALL MASONRY OPENINGS PER F NO BACKFILLING SHALL BE PLACED AGAINST LOWER LEVEL WALLS UNTIL THE LOWER LOOSE LINTEL SCHEDULE OR AS SHOWN OTHERWISE ON STRUCTURAL DRAWINGS ONE D PROVIDE ALL EMBEDDED ITEMS IN STRUCTURE AS NOTED ON ARCHITECTURAL, 8�� • LEVEL FLOOR AND MAIN LEVEL FLOOR ARE IN PLACE AND PROPERLY ANCHORED END OF THE LINTEL SHALL BE FREE TO MOVE HORIZONTALLY TO ALLOW FOR MECHANICAL, ELECTRICAL AND STRUCTURAL DRAWINGS, MISCELLANEOUS EMBEDDED CONCRETE SLABS SHALL BE PROPERLY CURED ELONGATION AND SHORTENING, ITEMS AND ANCHOR 80LTS SHALL BE FURNISHED BY STEEL SUPPLIER AND INSTALLED BY CONCRETE CONTRACTOR STEEL SHALL FULFILL ASTM A36 ° G CENTER ALL FOOTINGS UNDER WALLS, COLUMNS OR GRID LINES UNLESS NOTED I THE TERMINOLOGY "CONTINUOUS" MEAN� QUANTITY PROVIDE THE NECESSARY JOINT • OTHERWISE ON PLANS DETAILS TO ALLOW FOR BUILDING MOVEMENTS COORDINATE LOCATIONS WITH E PROVIDE ASPHALTIC MASTIC-COATING ON ALL STEEL AND V�qOD EXPOSED TO EARTH � ARCHITECTURAL CONTROL AND EXPANSIQN JOINTS RE: PLAN H CONTRACTOR TO PROVIDE, AT HIS EXPENSE, FIELD DENSITY TESTS ON COMPACTED F SUBMIT SHOP AND ERECTION DRAWINGS TO ENGINEER FOR REVIEW OF ALL CONCRETE � , � FILL UNDER FOOTINGS AND INTERIOR SLABS-ON-GRADE J PROVIDE ANCHOR BOLTS FOR BEAMS BEeRING ON MASONRY UNLESS OTHERWISE REINFORCING, STRUCTURAL STEEL, LAMINATED NA�OD FRAMING MEMBERS AND Vv1�OD � (6�-#4 X NOTED JOISTS THE MANUFACTURING OR FABRICATION OF ANY ITEMS PRIOR TO WRITTEN REVIEW ` ` ' � GONTINUOUS I NOTIFY SOILS ENGINEER VvHEN EXCAVATION IS COMPLETED SO THAT CONDITIONS MAY OF SHOP DRAWINGS WILL BE ENTIRELY AT THE RISK OF THE CONTRACTOR � ^ , BE INSPECTED PRIOR TO PLACEMENT OF ANY FILL OR CONCRETE K PROVIDE TEMPORARY BRACING AND PRE(AUTIONS NECESSARY TO COMPLY WITH ALL O ° • " � � °" e STEEL ERECTION STANDARDS AND TO W THSTAND ALL CONSTRUCTION AND/OR G WATERPROOFING, VAPOR BARRIERS, WATERSTOP, ETC , SHALL BE AS SHOWN ON THE �� D D � II�I � J FOR SOIL DRAINAGE REQUIREMENTS REFER TO 501LS REPORT AND CIVIL DRAWINGS LATERAL LOADS UNTIL ALL FIELD CONrECTIONS ARE COMPLETED AND PERMANENT ARCHITECTURAL DRAWINGS AND AS INDICATED IN THE SPECIFICATIONS - I LATERAL SYSTEMS AND DECKS ARE IN fLACE -IIII f Ij -III 1�1 4 SLAB ON GRADE H ALL MASONRY AND STONE VENEERS SHALL BE ATTACHED TO INTERIOR AND EXTERIOR �II-1T 11=111 T L STEE� FABRICATOR SHALL NOT RECEIVE ADDITIONAL COMPENSATION FOR SHOP WALLS AS SPECIFIED IN SECTION 1405 OF THE INTERNATIONAL BUILDING CODE I'-O" 8" Z'-O" A THE SLAB ON GRADE SELECTED BY THE OWiJER AT THE GROUND FLOOR LEVEL OF THIS DRAWING TIME FOR ANY REVISIONS TO ERECTION DRAWINGS NOR FOR ANY REVISIONS BUILDING HAS SOME RISK OF MOVEMENT THE S�AB OPTION CHOSEN AS PROVIDING TO PIECE DRAWINGS PRIOR TO ENGINEER'S APPROVAL OF ERECTION DRAWINGS I ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHAL� BE CHECKED AGAINST FIELD AND SUITABLE PERFORMANCE AT A REASONABLE COST REQUIRES 1 FOOT OF OVER- ARCHITECTURAL DRAWINGS EXCAVATED FILL TO BE PLACED REFERENCE THE PROJECT SOILS REPORT FOR M UNLESS NOTED OTHERWISE, NkiENEVER NASONRY RESTS ON STEEL BEAMS WITH � � � � � �,� I � SPECIFIC REQUIREMENTS FLANGES NARROWER THAN ACTUAL MASOPRY THICKNESS, WELD 1/4" THICK J CONTRACTOR SHALL VERIFY ALL ASSUMED EXISTING CONDITIONS IF CONDITIONS �4� O COPYRIGHT CONTINUOUS PLATE TO BEAM FLANGE VIDTH OF PLATE TO BE 1/2" NARROWER THAN ARE DIFFERENT THAN ASSUMED, NOTIFY ENGINEER MASONRY THICKNESS 3/4" = I'-O" � , � FOUNDATION NOTES= 1. FIELD VERIFY ALL FLOOR AND FOOTIN6 ELEVATIONS. �2. [XXX'-X"] INDIGATES TOP OF FOUNDATION WALL ELEVATION. 3. (XXX'-X") INDIGATES TOP OF FOOTIN6 ELEVATION. 4. GONTRAGTOR SHALL FOLLOW ALL REQUIREMENTS LISTED IN SOILS REPORT. 5. GONTRAGTOR SHALL PLAGE (3)-�5 VERTIGALLY FULL HE16HT OF � WALL AT H16H SIDE OF ALL WALL STEPS H16HER THAN 4'-O" IN ' ADDITION TO WALL REINFORGEMENT SHOWN OTHERWISE. � 6. ALL FOOTIN6S IN GRAWLSPAGES SHALL BE BAUG FILLED WITH . GOMPAGTED STRUGTURAL FILL TO THE TOP OF THE FOOTIN6 � MINIMUM, UNLESS NOTED OTHERWISE ON PLANS OR SHOWN ON SEGT IONS. '7. FLOOR ELEVATIONS SHOWN ARE AT TOP OF SLAB OR AT TOP OF � � PLYWOOD FLOOR SHEATHIN6. � 8. FOOTIN6 ELEVATIONS SHOWN ARE MAXIMUMS AND MAY NEED TO � J � BE LOWERED DUE TO SOIL GONDITIONS. VERIFY GHAN6ES WITH � STRUGTURAL EN61NEER. � � � G. PLAGE SLAB ON 6RADE ON STRUGTURAL GOMPAGTED FILL OR � � � NATURAL 6RADE AS OUTLINED IN 501LS REPORT. 10. UNLESS OTHERWISE NOTED - ALL SLAB ON 6RP.DES ARE 4" THIGiG � � � WITH 6X6 lN�.l X W2.1 WELDED WIRE FABRIG. � 11. PROVIDE GONTROL JOINTS OR GONSTRUGTION JOINTS AS SHOWN � � ON FOUNDATION PLAN. MAXIMUM SIZE OF EAGH AREA SHALL NOT � 10'-O" EXGEED�25 FT? � � 12. GONTRAGTOR TO GOORDINATE ALL DIMENSIONS AND DETAILS � � � WITH ARGHITEGTURAL DRAWIN6S. [� r - - - - - - - - - - - - - - - 13. GENTER FOOTIN6S UNDER WALLS AND GOLUMNS UNLESS � �w I 1 DIMENSIONED OTHERWISE ON FOUNDATION PLAN. � � J 14. REFER TO ARGHITEGTURAL DRAWIN6S FOR STAIR FRAMIN6 DETAILS N � I � r , I AND LANDIN6 SLAB ELEVATIONS. � '• � � � � � I I I I 15. ALL SITE WALLS NOT SHOWN ON THIS PLAN SHALL BE BUILT PER � I I I I ARGHITEGTURAL LAND°�GAPE PLANS, DETAILS AND ELEVATIONS. � i I I , i NO ED OT ERWISE NOT BE GONNEGTED TO THE BUILDIN6 UNLESS � � � i ;; � � i � � I � � '' � � � I I � � � � � � Y'. � � I � .. � I .y � � � EXISTIN6 � � 6ARA6E FLOOR r - - - - - - - - - - - , � SLAB ABOVE � - - - - - - - - - - - - - - - - - - - - - - - - - -I . ...: ...: ..:.:...... � � � � - - - - - - - - - -� � � - - - - - - - - - - - - - - - - - - - - - - --� � � >,; I � � � � � `'"`` � � PROVIDE (4)-�4 X 3'-O" � � � • � � <. � � . � DOWELS (� AT FOOTIN6 � � � ': L - - - - - � I � AND 4 AT I'-�4" ON GENTER I � � � I � I AT WALL). DRILL IN AND I I _ J � ':':' � m � I EPDXY 6ROUT INTO EXISTIN6 � . "'° - -- --`° � r . � '` i � � I I FOOTIN6 AND WALL. I _I._._.._.._ _ ___ _ � I ;� � � ':: , I :. � �' � � � I ,,` � � 111 r � "".: I Q \ I {. I I ? I � I � . ry $ � � � GRAW \AGE I :.:.; I I � � � � � '" � � _>;,,, ,.:`'' � �- , � �< ' 1 - - - - - - - - - - - - - - - - - - - - J . � � I � cD � `': , I � I � � � • I '� � I I � DQ 3 � ;:. � � - - — 7,__ - - - - - - - - - - - - I � � � 51.1 ; � TEP TOP � � ��;%�r��l \�� I � � � OF FOOTIN6 � I � � I � L M - - - - -� `;, � � I � �E� N,� ATION WA� � I � � o r � � �� TYPIGAL AT EXISTIN � I ��T � ry I [85.00'] - - �86.00'] _ _ , (F��)G4 BEARIN6 WALLS � I � V � THI N R T N �GENED GO G E E O G � � a A � � � � � SL B. � . � � � .. . . .:.:. .. >. .:.:. L — - - - - - - - - - - J � � c� ...,.. :... I � M � :: r — � I I � � � � I ` � � ,, I � � � 1� 4 � 4 PROVIDE (4)-�4 X 3'-O" s � � I � I I A N�D 4 A T�I'-.4" ON GENTER 8�,'�u � I SI.I 8" 8" 51.1 � � � � `Si,y :. I AT WALL). DRILL IN AND � T O P O F E X I S T I N 6 I m � EPDXY 6ROUT INTO EXISTIN6 GONGRETE SLAB � � X 8" I I'� O N 6 R A D E � ' � I � � I FOOTIN6 AND WALL. I � � Q 6 �1 1 ..� � � I � m � s�.� � ;;;; � � I I � � ' � � � •."." I � 8��-0�� (W-GONGRETE I � i TOP OF NEW 4" � FOUNDATION ry � � TFiIGiG GONGRETE I I I � � � WALL AND � I >:= L SLAB ON 6RADE � ;. :.: >, I FOOTIN6 "" � � � �'-O" I � c-►8�-8°� � , ---- - --_-- -==- - I I N ' h8'-8") o 0 ry � L ------ - L - - - - - - - - - - - - - - - - - - -- - - - — — - - - - - - - - - - - - - - - - J I r �_ - --- -- :: : - _.: �- i � -� L - -r [8i�-�°� - - - - - - - - - - - - - - - - - - - - - - - -�8��-0��- - - - - - - - - - - - - - - - - - - - - - - "' n,�-8°� , � �8�-6 � ? (E) FOOTIN6 ��_p�� REMOVE (E) Gmu WALL TO 6RADE. � 6ROUT GMU SOLID BELOW 6RADE. $ PROVIDE SIMP�.�ON ABU88 POST BASE, 5'-I 5/8" 10'-O" �'- 5 i I 1 m I � aa�et pt�2��A � I � , I RR�VVisiqnst I8x8 Rs � P�T � �O�1�1 �� 01�1 fi�� l�l � � � � r��-8�� r — —�r►��-8°� �,�._8.. — � , �i4° = i�-o° N . L -.,. [8�'-b"I - [8�'-6"] - � [8�'-b"] I i . 5 i � 5i�' 1 «» . �� ; � ,; ,� � . UJOOD FR.4MINC� NOTES�. I. RE� SHEET SI.I FOR GENERAL NOTES. 10. �INDIGATES INTERIOR BEARIN6 WALLS. FLOOR JOISTS BEARIN6 LOGATIONS SHALL LINE UP WITH 5TUD5 BELOW. �. "LVL" INDIGATES VERSA-LAM BEAMS, AS MANUFAG7URED 6Y BOISE GORPORATION. ALTERNATES SHALL HAVE THE SAME OR I I. ALL EXTERIOR WALLS SHALL BE GONSTRUGTED U51N6 2X6 GREATER GAPAGITY AS LISTED IN THE STRUGTURAL 6ENERAL STUDS. REFER TO EXTERIOR YVALL DETAILS FOR ADDITIONAL NOTES. INFORMATION. EXTERIOR STUDS GAN BE SPAGED�'-O" FOR WALLS SHORTER THAN 10'-D". STUDS SHALL BE SPAGED I'-4" 3. � INDIGATES GOLUMN DOWN ONLY. MULTIPLE�X FRAMIN6 NOTED FOR WALL SHORTER THAN 14'-O" AND TALLER THAN 10'-O". � ON PLANS. 1�. ALL BEAMBEAM AND BEAM/GOLUMN GOhINEGTIONS SHALL BE . 4. � INDIGATES GOLUMN UP AND DOWN UNLESS IT BEARS ON MADE WITH SIMP�.�ON STEEL PLATE GONNEGTORS UNLESS NOTED � GONGRETE WALL OR FOOTIN6 BELOW, OR IT IS LABELED UP ONLY. OTHERWISE. 5. <XX'-XX"> INDIGATES TOP OF BEAM ELEVATION OR PLATE HE16HT ELEVATION. �3, RE� ARGHITEGTURAL DRAW�N6S FOR LOGATION AND SIZE OF � ROU6H OPENIN6S IN WOOD STUD WALLS. b. '�'-- INDIGATES TOP OF STRUGTURAL FLOOR SHEATHIN6 , � ELEVATION. 14. FOR ADDITIONAL DETAILS, FLOOR DIAPHRA6M NAILIN6 SGHEDULE AND PLYWOOD SHEAR WALL NAILIN6 SGHEDULE 5EE SHEET SI.I, f � � � "1. HEADERS SHf►LL BE �3)�X8 UNLESS NOTED OTHERWISE. A'_L �� HEADERS SHALL BE BUILT OUT TO 5 I/�" (3 I/2"� W�DTH BY 15. RE� ARGHITEGTURAL DRAWIN6S FOR HANDRAIL AND STAIR � (� ADDING PLYWOOD SPAGERS AS REQUIRED. FRAMIN6 DETAILS. � � 8. ALL GOLUMNS SHALL BE (3)�X6 UNLES� NOTED OTHERWISE. Ib. ALL EXTERIOR WALLS SHALL HAVE GONTINUOU� STUDS FROM � FLOOR TO FLOOR OR FLOOR TO ROOF (INGLUDIN6 RAiGE WALLS). �� G. WOOD GOLUMNS SHALL BE GONTINUOUS FROM FLOOR TO FLOOR OR FLOOR TO ROOF. TRIMMERS SHALL BE ADDED TO � � NOTED GOLUMN SIZES AS REQUIRED. � � � � � � � � � , _� _�—_-------- -- - -------- - -- - -- - ------ ------------ -- � � � ,,,�//' � � � ��/ ------- � � J ,- Q ------ ----------- � N Q. �%/ 53.1 _—__-------- � � � � 8 I �� 53.1 / � � � � � � � I � � 53.I � I (EJ GONGRETE � SLAB ON 6RADE AT 6ARA6E �� ! ; I � � �o -- ---- ---- � 53.! �� fE� S IR _y^ s \ \ - — 10 < � � T I' ` � � � ' - � � __ _ � � ' b � � l-, 1 � .� s3.� , ,, t �) � , • 1 4��- � , � � M � ---- � � � � � � � = � ------------- ��--��-- - �- •- � , � _. w i M NOTE� TOP OF (W PLY � -/ � TO MATGH TOP OF (E) � � PLYWOOD. s M � G I.O6' I I � � TOP OF (PU � � G I A6' X PLYWOOD. ; 53.1 (W�XIO TO NGRE E, TO PIN6 ON � � � qT ��,q.° I " THIGiG PLYWOOD � � .. � -- --- � � , .. �1 ..�.,, ; � • 5 � ; ' � 53.1 ; (E)2X10 ..IOIST WITH � — - GANTILEVERED END AT EXTERIOR DEG�G 0 _ _'.__ -�-•� OO C3� � /4" X �t I/�" L � ��,, - --- --- _ _. _ __ _ _ . . .-.._ _._____. __—.__._ -- -----------------------K � � , 8XI ; � � � � � ; �.� 53.1 � f � 1 ; � ' � � ; 4 4 1 � - 53.1 ; Q Q 53.1 ' POSTS � 0 53.1 � 0 X X � ry � Datet p�26�'I Q ; � -: � ` � � R�isik�nss � � � � � � � u� � � � � � �� ' 8x�o N ' I/4" = I'-O" a ' 3 i 53.I � ��pY�pHT � / � / UJOOD FRAMINC= NOTES: I. RE� SHEET 5�.2 FOR WOOD FRAMIN6 NOTES. � . � . � W � J � � � � � � DQ (W LOW ROOF (E) GARA6E ROOF � � � ' LL� � � � � � � � � __ - ---------- - -- __ __ _ _ ____----- � � ,--� - � ,�,. _ ,..-- - � - � --, �� ------------------------------------------ ------------------------------------------ W � � % i �- N � (E) LOW ROOF FRAMIN6 � � (N) LOW ROOF � � OVER 6ARA6E RE� S�r4. FRAMIN6 � �� RE� 5�.4 � � X � / � V // � � � (E� 6XI4 B AM BELOW 15 53.� � I (E)�X8 JOISTS STAI ROOF � AT I'-�4" ___ REAS�� -- 53.1 - GG.'IG �� i � -- -- TOP OF � i � � ° ('E) PLYWOOD i i � � ii BEARIN6 WALL � i s� � ii � � ' ii , � � g �� % � '� o '`' \l�� lE��xa �o TS � \ �� __ AT I'-4" • _ � L M. Q __- � � � l � � BEA I 6 WAL ` � + � ., � � v � .� � � M � � j s M Q __ _ L =' � � , �, , ; � ' � FRARM�IN F r 53.1 ' (EJ�X8 JOIST � � � RE� SZ - � X , AT I'-4" ' � t(..) � � � � �.... � � m � � ROOF � � ' � ,� FRAMIN6 �' - (� (E)�X�4 WALL BELOW RE� 5��4 ,� TO BE REMOVED ---_......___ -- �f � � 0 0 � - ------------ ------------- --- - - -- , � , � � � � � ; � � � � ; � , � � ; � � � ____ ______'_ "_ _ _ 7 __ "__ i i i �W FLOOR FRAMIN6 - - - - ------------------- -------------------------- ----------------------------------- ------------------------------------ - ------ -------- � � ; ; � ' a�rbet p�2b�1 A ; � ! R�isiqnss � � �� , , ; ' � �,�e� � I �l� �l� ,�I �l ; � ' ��4�� _ ��-o�� N , , � -------------------------- -------------------------- ---------------------- o � �� _ ��T J ROOF FRAMINC� NOTES: 1. ROOF SHEATHIN6 5/8" (40/20 SPAN RATIN6). STA66ER PANEL END JOINTS G. <XX'-XX"> INDIGATES TOP OF ROOF BEAM OR TOP OF PLATE HE16HT. AND FASTEN WITH IOd NAILS AT 6" MAXIMUM ALL ED6ES AND I'-O" MAXIMUM OTHER SUPPORTS (SEE ROOF DIAPHRAGM NAILING SGHEDULE SHEET 51.1). 10. SEE SHEET SI.I FOR 6ENERAL NOTES. �. RE� ARGHITEGT FOR ROOF 5LOPES AND BEARIN6 PLATE FEI6HTS II. ALL GOLUMNS SHALL BE (3)�X6 UNLESS OTHERWISE NOTED. NOT NOTED. 3. ALL HEADERS SHALL BE C3)�XIO UNLESS OTHERWISE NOTED. ALL HEADERS SHALL BE BUILT pUT TO 5 I/�" OR 3 I/�" WIDTH 6Y ADDIN6 � PLYWOOD SHIMS AS REQUIRED. 4. ALL HEADERS LON6ER THAN 6'-O" SHALL REQUIRE TWO TRIM � � STUDS AND TWO iGIN6 STUDS EAGH SIDE. 5. ALL JOIST HAN6ER5 SHALL BE SIMP�.�ON LUP, WP OR LSSU TYPE � • UNLESS NOTED OTHERWISE. 6. ALL BEAM TO GOLUMN GONNEGTIONS, BOTH TOP AND BOTTOM SHALL USE SIMP�.�ON PLATE GONNEGTORS UNLESS NOTED � OTHERWISE ON DETAILS. (f� "1. ALL EXTERIOR WALLS SHALL HAVE GONTINUOlJS STUDS FROM � J � FLOOR TO ROOF (INGLUDIN6 RAiGE WALLS). � � 8. ALL PREFABRIGATED TRUSSES SHALL BE ALI6NED WITH WALL STUDS BELOW. � � � W � � . � _ � � � � � _ ___..---- - - - ---_____ -- - --- ------ ------ -- ---- - - - - � a � �-'--_ - — �° � , ------------------------------------------ ------------------------------------------ � ,-'% W � = , �- N a- / � II � OVER 6�6E � (W�X6 • RAFTERS `-�•� � AT I'-4" (EJ PREFABRIGATED ROOF TRUSSES TO REMAIN � 1 `� 10 54.1 3,_Ou � � 54.1 (W�X FAGIA � i � i i � � � AT I -4"i (N)�X8 T- � i (W�XI� RIGGER T I'-4" i i i 2 I 54.1 fW �2��X 15 54.1 ✓` � � -- L� --- --____-- ry h --- ---u -- ^-- � � (N)2XI� OUTRI66ER 1.. -- - � Ml�x� � �►r i,�„ AT I'-O" � � . � (� - -- - s�- � 8 -___ -- - 3 � � � 54.1 � � , /,��\ 54.� � � r� [ ,� o � , ,; 1 \�� , �� ' �� rR / � � - � - --- - � � � „ t� v � d� _-j - '4 RID6E BEAM ABOVE � � SD n - " � � �cn � �- //5/8' THIGIG REMOVE EXTENDED � � M �PLYWOOD END OF (E) 6X16 s� � � 5 � RIp6E BEAM. � r D (FJ PREFABRIGATED ROOF �•� - s sD � r TRUSSE5 TO REMAIN � 11� �+ � � � � � � �� ; M)�x� q ,1� � � AT I'-O" � (N)2XI� pUTRIG6ER ' � X X � � (N)�XI� FTERS ---- - �I ry AT I,-4'• � • 1 � � � 54.1 ; � AT I'-4" � ^ � �., I� .� � (E)�X8 AT � � Q. � ; � I'-4" ROOF L■� L__-- � � �� 2X �� AT LOW a O REMAIN ROOF N 53.1 BELOW ----------- �l '', p o • � (W C3)2X8 o REMOVE �(E) WOOD ,- ' ------------- ---------- - , - - -----I HEADER � ; ; VER FY AND ' L ' � GOORDINATE REMOVAL ; RI66 RAT I'-�4 i � � A�� WITH STRUGTURAL � , � EN61N . � - - ' ---- ---- � '_` ___' _ -_ �.r _...__ _ __ ' ...._ _�_' _._._' ' T � - -_ i � Y i i � i � i � 7 _' _"'_"__"""_'_""""_""" __"" _'_"""___"" _"_"'_'__' � ��.4,� ( �XI2 FAGIA � REMOVE (E) ROOF OVERHAN6 � AT EAVES AND RAiGE PRIOR b � TO INSTALLIN6 NEW ROOF JOIST AND OUTRI66ER5. ' (W LOW ROOF (EJ H16H ROOF �� (E) HI6H ROOF (N) LOW ROOF , a�,es pt�2b�p � R!�isiqnst � ; � � I � I ; �00� � �r�� I �1� �� ,�I �l , � N � I/4" = I'-O" , ; , � �� - � NEW EXISTING EXISTIN6 NEW RE: ARGH. FOR HANDRAIL NOTE� TOP OF (N) � RE� ARGH, FOR �A� PIUGETS BETWEEN PLYWOOD TO MATGH i �� (E) WALL AND SILL HANDRAIL AND TOP OF (E) PLYWOOD. i � PLATES TO BE�REMOVED. PIGiGET5. X Y" EXTEND (N) PLYWOOD i i (w��( FLOOR JOIST ,� n x '` OVER (N) PLYWOOD � i WITH 51MP�.�ON JB210 Q � x x �W 2XI� LED6ER SILL PLATE AT OLD SILL. � TOP FLAN6E HANGER (N) bXb POST RE� ARGH, i WITH (�)-SIMP50N � i FOR LOGATIONS ('f) � SDS I/4" X 3" SGREWS i i 2'-O" AT EAGH (E) � i - (.2)-I/�"m BOLTS #4 AT I'�4" X �i . (EJ�XIO JOISTS I IN AN AT I'-4' DR LL D h � EPDXY 6ROUT � T KI INT N R X DEG N6 E E � O GO G !E) M� A SL B. ° - T H I "m T RU-BOL S / � � �w�x RooF ::...,>:_::. ::::<: , J � JOISTS RE� PLAN e 4" INI M � — M MU —•- — s � x---x --,r � N I R X � X LED6E I F R � O X LOO � � � E 2 O � � Q "'"'"'"""'>::>a.::::_: .>.";:':''::><:<:::'_;.<.>`,`;,::::>:i!:::::::>!:::::::>::::>:. +� _>;>.:. •.>>::>::::> ;;» I T GONTIf�UOl1S WITH � :,...... . . WA JO 5 5 <>::;::>;:.. .:. — ' ••_:_:>:<:::>::::::>::::.:... � X4 TUD LL E 2 S � � _ <::>::::::>::::s:::..:'. :::::<. „ „ _ . _ '::":'`'�`€>. >::.:.;::";;;»:€:::»::>::°:::;;;:::><°:::>:::::::.: � 4 � 4 A T J >:>:>:>.:::> � IMP�.�ON LSSU 3/ X L 6 BOL 5 `�:'_:>:::!::;.d:)r. A AN OW BO VE D BEL • � � � - '-4" T N I T AT I W - BE EE JO S S M NT D � � AGE OU E P hl R : A IN E L E � X BLOGiG G � �AN R ( � � GE "�1l-1� � a � � (E) GMU FOUNDATIOhI WALL ��T � � � d (E)2XI0 FASGIA BOARD SIMPSON "DTT�Z" DEGiG POST GONNEGTOR AT TOP BOLT OF EAGH � CI� � ° POST � o C� �I � � � � � > > ° #4 VERTIGAL � � C � � O� ,� �/� C � � OI � � � S� CT 101�1 1 � S� C O � � 3/4" = I'-O" 3/4" = I'-O" 4 AT I -�4 6 3/4" = I'-O" 3/4" = I'-O" � � < � �4 HORIZONTAL � � � AT I'-6" � f..�..� � J EXTERIOR DEGiG INTERIOR , n � N � �— (2)-�4 X GONTINUOUS � � (W�2X DEGiGING - � ° TOP AND BOTTOM � —I EXI5TIN6 NEW DEGiG � DEGiG FRAMING �./ � C � � O I � � FRAMING _ �,_ � 3/4" O" � 1�10 T U S� D , � 8X8 TIMB�R GOLUMN � (N) FLOOR JOIST (N) DOUBLE�XIO --- (E)�XIO DEGK DEGiG JOISTS LOAD BEARING TRIPLE LVL --- 9 J015TS (�) �4 X GONT. � � TOP�AN6E '� WALL BELOW HEADER TOP, TYP. ° b, � STONE VENEER , HANGER. RE� ARGH, ED6E BEAM I'-6" '° RE� PLAN. e D e RE�SEGTION 6 SIMP�.�ON JB�10 3/51.1. 9 TOP FLAN6E e HAN6ER SIMP�.�ON ABlJ88 D ° �./ � C � � O I � � � �../ � C � � OI� � � POST BASE WITH ° `/ � C � � O 1 �4 � � � . L2J-5/8"m ANGHOR , 3/4" = I'-O" 3/4" = I'-O" BOLTS M1 3/4" = I'-O" s�♦ � fV � o GRAWLSPAGE i�� i . • 6 � � � - i � (E)�Xr4 STUD WALL ° �x x—x---r�x—x , � � � d � � L a a C � � � X� ° � S� C T � 01�1 � x I o � �� ❑ � � ,c �X '� x A °° ar �_O , 3��'n = '.�0.. �W 6X6 POST � � � u M)�XI2 LEDGER O � � '` WITH (�)-SIMPSON " a • ° (4)-�4 X � 'RE� ARGH, (t��X DEGiGIN6 � � SDS I/4" X 3" SGREWS j ° AT GORNER � �L � �j AT EAGH (E) � A 4 (.2 EAGH WAY) � � Q 1�10 T U S� l� � ° Z oa � ° e n � � _ , (4)-st4 VERTIGAL � Q � BELOW GOLUMN Q Ld � ° � � ti �� (N)2X ROOF ° � Q JOISTS RE� PLAN � I'-6" SQUARE � � °° �U � ° GONGRETE PIER ry - � • � 6 c SIMPSON LSSIJ 3 a a � � FAGE MOUNTED ' Q ' HANGER � no � � � i i' _ I� Tf �-T i � EDGE BEAM, i i RE�PLAN. SLOPED DEGiG ,.IOISTS i j (E)�X8 FLOOR � � � � � O� I Q SIMP�.�ON DTT?Z DEUG POST (E)�X�4 STUD WALL TO BE—�i i FRAMIN6 � `� ��J GONNEGTOR AT REMOVED AFTER NEW LVL � i ADDED 2X8 FILLER 3/4" = I'-O" HEADER AND GONNEGTIONS i i BELOW WALL ABOVE TOP TI#RU-BOLT. ARE INSTALLED. S� C T I Ol�l 1 � S � C T ( O�l 13 EXISTIN6 NEW S � C T � O1�1 3 RE�SEGTI ON 3/4" = I'-O" 3/4" = I'-O" 6/53.1. 3/4" = I'-O" (E)�X4 STUD WALL �X8 BLOGiGIN6 •� • < � FIELD (N)�X FLOOR JOIST VERI FY VARIES RE: PLAN �I � (N) bXb POST M� LOW o SETS OF (�)�XIO RE� ARGH. PI05�T�0 NEGTOREG� Lla�t �25�1 Q ROOF JOISTS , a BLOGiGIN6 AT 3'-O" AT TOP THRU-BOLT >::»:::>::::;::;:> RE� PLAN ::>::>::. ,.. . ::.:::.....:.. ON G NT W I H SIMP�.�ON J@210 R�Vision�! N H R T P FLA 6E ANGE S P C O R � AN ..A S. • � -. E L �.x L iGIN6 O N � M� 2 X DEG _ � ~ "''"'"'• (N)2XI0 LED6ER WITH Z � 3/4"m X 8" TF�IREADED � �� ROD AT 1'-4", DRILL AND � P T INTO E GMU p ' � SIMP�.�ON LU�B (E) GONCf?ETE E OXY 6ROU ( ) O � SLAB AT FOUNDATION WALL. -�' � O Z HAN6ER 6ARA6E � GRAWLSPAGE c � ' ii d f I� a d a � ............::. I I .t c a - w II " 0 a , a d ry — I I <:::>:.. (E) GMU FOUNDATION WALL 1 ° n — ........R. .. (2)-�5 X GONTINUOtJS � M1O OW ROOF STUD PAGiG BELOW '''"'""'°�� - Ml � >:::::::::<.:...{ BEAM EXTERIOR BEAM RE� PLAN RE� PLAN (2)-I/2"m DOUBLE 2XI0 BLOG�GIN6. � N R T (E) GO G E E P T T - AT A H OS A E G TH T �� F TIN RU BOL S 00 6 I T PAGES. JO 5 S . .. . .....:. I A M ;:::>:::::.:::::: ... .:::.: >::;.::>:::::>::>:::::::::>::::. ED6E BE RE�PLAN. � �I I I--I S� C �" I O��l 1 � S � C T � O1�1 1 � ' S� C T � 01�1 �f S� C T � Oi�l � �� 3/4" = I'-O" 3/4" = I'-O" 3/4" = 1'-O" 3/4" = I'-O" INSULATED ROOF RE� ARGH, PROVIDE BIRDSMOUTH (N)2XI��ROOF 2X BLOG�GIN6 GUT AT�XI2 BEARIN6 .lOISTS M)2xi2 rzooF JOISTS, RE: PLAN (N) DOUBLE RODF JOIST�REa PLAN SIMP�_�ON H2S x TIE AT EAGH ,� JOI ST (E7�X4 STUD WALL � X X � 3� 3� � e .::.::.::.::. . �':>A:::#!:d� o � ;,'#::::#::i:'I�► � �� +:;::::::�::::##�>'. " , HEADER . P -�� RE� LAN ,-� � �,- '� ,,�, (E)2X8 JOISTS � � �.- TO REMAIN � (E) ROOF EAVE ,�,.-''��'' BEVELED 3X6 ON TOP (� AND OVERHAhl6 OF (E) ROOF WITH SETS � J � RE� ARGH, F-I�5 T EN (�) ROOF JOIST TO BE REMOVED OF (�) SIMPr.�ON SDS � (E) FLOOR JOISTS RE� ARGH, I/4" X 3" SGREWS AT � I'-O" ON GENTER � � � (E)�X4 STUD WALL � � � � � � � � � S� C T � Ol�l g S� C T ( Oi�l � S� C T � Oi�l 1 � 3/4" = I'-O" 3/4" = I'-O" � � 3/4" = I'-O" � Q � � � � � 2X BLOGiGIN6 � � J SIMF'�'.�ON F1�S SIMF'�'.�ON L1L28 � N � HAN6ER UPSIDE i DOWN � / (N)�X12 pUTR166ER RE� PLAN � SIMP�.�ON LU210 HANGER UPSIDE x n � DOWN ,� � � � K x ,c e — _ � e �---------------------- i i �------------------- — � — — (N)�X6 ROOF JOIST RE� PLAN (N) (3)�X�2 RE� ARGH. RE� PLAN M� TIMBER BEAM RE: PLAN SIMP�.�ON LPG6Z �E)2X OUTRIGGERS M� I" X 5 I/�" �XI� STRUGTURAL POST GAP TO BE REMOVED PIEGE OF I" THIGiG FA5GIA ,,�;;i;��;;;�, PLYWC�OD WITH 51 MPSON SDS (N) 6X6 POST (E)��4 WALL 1/4" X�" SGi��i�d5 TO REMAIN AT I'-4" S� CT I Ol�l 1 Q� S � CT I Ol�l � S� C � ( 01�1 2 � � ` 3/4" = I'-O" 3/4" = I'-O" 3/4" = I'-O" �f, � � � •� � . ..� � � Q � '� � � (I�U QUADRUPLE LVL � M RID6E BEAM. BEVEL SIMP�.�ON U28 GUT BOTTOM OF OUTER � a � UPSIDE DOWN SIMPSON LSSIJ � V � SIMP�.�ON H2.5 TIE REMOVE AND HANGER AT � a � AT EAGi NEW JOIST REINSTALL (E) JOISTS �X BLOGiGIN6 (N)�XI��i200F JOIST � � � RE� PLAN L � M � � � i■ � � � x�y-�1N� � � E a e'; Q X ► � � � W '0 � E N � � . � � � T I R R F T 2 X8 OU G6E � E ROO Q!� ! � P N . R � A T M I E L Q R AN O E :...:: � :.::<.:. � <»:>::>: :::<::<.:::: SH I M AS ;;;;;;;;;;;;;;;;;;;,,;;; ,,,; � REQUI RED HEAD�R (1��X6 ROOF JOIST �E)�X�F RE� PLAN AT EAGH (E) ROOF BEARIN6 _� TRUSS. RIP DEPTH WALL �`" OF (N)�X6 DOWN (E)�X8 ROOF �E) bXlb TIMBER RID6E TO FIT INTO DEPTH RAFT�R TO BEAM TO REMAIhI OF (E)TRUSS OVERHAN6 REMAIN S� C T � Oi�l 11 S� C T � Oi�l � S� C T I Oi�l 3 3/4" = I'-O" 3/4" = I'-O" 3/4" = I'-O" INSIJLA�'ED ROOF RE� ARGH. BIRDSMOUTH GUT �W LVL RID6E �X BLOGiGIN6 BEAM RE� PLAN (E)2X�4 WALL D$�I ��5��N , � x R�Visions! x (W I" THIGK PLYWOOD SHIM 50 (W RIDGE � � BEARS ON (E) 3� X % u u ,� x ;::>:::>:.:. ;::r::>:::>::; ;:�>::<::_>: e ,�,::<:;:. , �;<'.<:;. ><:;:'>:�.;:::::;;:`.:;. <�;;_;.;: X R F <::::<::<::::�:::::;:;.:< � � 2 1� 00 <:::<�:':::::<: :: � I T ,:';:;:;'`;:;:':E:;:;:;><:;::> � JO S S ti <::��_:: �'^i�iiiiii#'ziii#iiiii!iii'sYiiii#iiiiii::i'S:' . ":>i:i!3iiiiiiii3iiiiiiiii#iiiiiiii3iiiiii::#'i".. . ""':i"i":'i:ii.,.::': � ' S1 MP�.�ON F1�.5 TI E ! � " �� HEADER RE� PLAN � (E) FLOOR ..IOISTS RE� ARGH, (E) 6X16 TIMBER RID6E BEAM � (N)2X6 STUD WALL BEYOND H A R X E DE �� S � C T � Ol�l 8 S� C � I Ol�l � �� 3/4" = I'-O" 3/4" = I'-O'.