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VER7 V4�.itCh f� G/v C/JIf t7ER SMLK :ttCL (.YGIdlDC (pY (�Sl �%5 FKDfMH R+�%3l VG7 Y+.4YL �MP05�5�1� TI� � ar a oi o - � cr e+�uc �rrr n�go awc�+hrorr Rca a���r+s c� �nse v ver_r nse +�, � G�' DAMPR�iIE. E!.`3P N5PEGTfi!:. M9Pl.GtbN Rri HEfA}ttN& !^4L' i YW Y{A'fFR HPATER J � � OEi'T D@°ARTrIEM1T D Ptv'7D°Ii�WCfCR REF tYC:�FJ2 YG k'tiTE4G.658T %/�* ��' �1 L7TL P67i.+L R�SIR ?SULJ.7k^TI REft2 REfiftIfiPJUTOfi W° YNTERt°F'iCX7!° �� � �/'\ i,,.J Q, DV�.(� DV�MMLRER NT fYTEl2tOR RENR REWFG.?�'CLiD} %R i'�t6Ni y•�'�a��J, � pM TlMAFNS�Y .7f X74NT RE6AJ2 REtNF4.R.GiNfi S/dn f8) YY^P° Y�LPEU NbR6 Pl�$FE i ,/� �w7 `� i/N DI5MiW15VtER JGT 3.�GTY�7ft RESJ. R`'�a0.i@!7' i'CY/i YZt1QQ'ri � /�'''�\ [7M C.:YC^t KYFi YJ:dfi�TT HfJlkt RF.L�"J REl.l'JIRfE3 YV Y6Tti i \J pR U4AlN I,P9 U+f3Gf2{,TlMY R RSEft W/O YSTt#&Vi � xr� qv,;n�;!a� �.M w�ra�nt� ro� ao �t+ o�a«.v� rv r�co f11 PA pM:Ff L+.V i.�YATORY 5AN frAl+ITFRY WKb /w"•f�KiNb �� � y� ,� �� ��� ��i"�� �����. � �n� U �"! '� 1. Ali work 5hall be as �pec.ifPed and in ac.cordance �uith ali Nationai, 9tate and � f�ocai Gode�, LawS, Permits and Ordinance�, and �hall be perfiormed tca the highe�t �tanc#arda caf �ra�tsmanahip by journeymen af the appropriate trade�. � 2. The�e document� are not intended ta include all labor, materials, ee�ufpment, and �ervices required ta Gompfeie all work descri�ed herein. i'he �eneral � Gontractor {�.GJ �haii verify all dimen�ions artd ai�e canditiona beFore �tarGing uaoric. �= �. it i� the responsibiCity oP the ra.G. to bring t� the attention c�fi the Architect any c.onditian� which will not permit c.onstruction accarding �a the intentivn� of � kheae Gantract L7ocumenta (Gi�'s1, and tr notify the A�rchitect at once if any di�crepancie5 a�apear in th� GD'�, or between the GI�'� and exi�ting conditian5. fi is the re�pan5ilai(ity r�f the ,�rchitecC to provide detail� and/ar direGtions regarding deaign intent where [t i� altered by existing conditions or where neglecteci in the documents. 4. 5hould a confli�t occur in or betu�een drawings and specification�, the � specification5 �hal! take prec.edence, unl�ss a writken dec.ision Fram the A�rc�hitect has been obtairred wh'se.h deseribe� a ciarificatian or alternate method � and/ar material�. 5. I.�im�n�ian�: � . ,..�. 5.1. All dimen5ian� take precedence over scaled dimenaion�. �� 5.2. A�II plan dimenaton� are tt� faGe o� conc�ret�e, face oP stud, and c.enter Cine �� oP cc�lumnlbeam, U.C�.t�. ,�^ 5.3. �loor to Ploor dimensions are from top aF plywood sub�urFace to top of `�,,, t.s plyutoad sub�urfa�e, U.C7.i�i. -�-�-�- / �.�. lreri�y ln field (VJ.�.) all exi�ting condition� dfinenaion�, lc�Gatian� and sike �/"'� condition� prior to new canstruction. �,# �,,,,r 6. The �.G. �hail �ubmit 5amples af any m�ter�ars propQSed For �ub�titution to the �� � architect for revieu� and appravai befare the u�ork 'ss ta �e perParmed. YVork �hail con�arm to the approved samp►e�. ��� W 't. The �.G. 5hall �ubmit required �hop dr�,uings to the P�rchitect far review and approv�l beFare the u�ork is �o be performed. Work ShaU canf'�rm to the � � approved �hc+p dr�uing�. � � &. The G.G. shail be respon�ibie for the �afety and care of adjacent pro�ertie� � during constructian, for �ompiiance with feder�l and state 0.5.N.�. regulatians, ' and for khe protection c�f a!i work untii i� i� d�livered cam{�leted ta the cxuner. � *�- �� � q.. ihe �.G. 5hall verify and coordina�.e all opening� thrnugh flovrs, ceiling5, and tl'} � wali� with aH Architecturai, 5tructural, Mechanical, f'lumtaing, and Elee.trical r� `"`y �(� � dr�uings. '""''� h�. �3 1O. The jc�b �ite �hall be maintained 1n a clean, orderfy cr�ndiGion, �ree a� debris and `�{� � � litter, and shail not be unreasonabiy encumtaered, Each 5ub-Gontractvr shail ���,� �p � remove a1! traah and debris as o� result o� hi�Jher aperation upr�n completion of �.����y hi�/her work. Q � � � 11. 'ilie �.G. shall perform aii pha�e� of con�truction �uch that all new ce�nstruction ��� � f'it� �lu�h and aeamiesaly wiGh adjac�nt existing condition�, and �hall n�t (U '''�" (ll �, endanger any existirrg conditians or other wark. (j 1/'y �> C�I �,j} � 12. The C�.G. �hall �r�vide all nece�5ary biocking, ba�king, and f'raming for li�ht y� \�.J �>�'�� ^�p fixtures, electrical units, ,�.G. equipment, reces�ed item�, and a1f other items a� �• t/> ��--- � _. required. (� (j � � � 13: Provide smoke cietectar� in acGOrdance u�ith the 20C3�t IRG. �� �� �� 14. R!I construction. �taging, �ontra�tor parking and materiaCs starage shall be confined to the limits oP the exiating driveway and the immediate psrimeter of � (U �(,,,� ��..� the exis�ing building. All activity perfiormed a5 part of thi� pro,�act 5hail be �"'� �(� �! --� • � contained an the proJec�t property. �. ` Jt ` �- �~' C'�} `"" t��..� 15. Ghange� io these Gontract 17ocument� �haii be nated in the Pield and mafntained j/"'`� 1 )� �.. Z`�t? � an-5ite for the c#ura�ian a� ihe project for con5tructiorr ob�ervation. '"°* �„�••/, a- t:Li �(7� �" 16. Utility meter loc.ation5 tcr be approved by utility c.ompanie�. 1'►. A�candard E�17 ka(ac.k usater me�er reader ta be loc.ated next tv utility meter -� t� / location� tcr be read fram each dr€veu�ay. ■� � � x � � a � - � > ��..:+...a�.,r..., ��a:.......,.u.i ..v. .:;x..w�;a, s,...r�....;.r� s. �:,-.;,r-:�.: . . . ���r.�z� x.. �.� l � �' r�C�..��t�✓��°'�� ��'°� � ! ����'� �� ���i� C�UT�i1�� c�� �������� ���� ���� ���..���i� ��s��� , � ����� ���� . ��' Y���f� ! i I �� ° -- �� ��� � � �° � �.�, �' _ � . � ��Gale: 1 112.. _ �,�„ �°� -�� ���; ,�.� �„�.�._ ,�..� �.�� �� 18�_C?�� 23'-��� � � � � ' � �c�l�: 1ta„ ; ��,��, l�� �,�r� �r�" �rrr�� „X,� �w� �.c+� �is�� a� 5TUL7 WALL I��ue I7ate HOA 5ubmi5sic�n 03114/12 L7RB 5ubmisaion C�4113/12 ,+�GCiUSTiG INSUl..A1TIc�t� - �IBERGL.,�.�i5 Bp.TiS �'�mo i�ermit D4124/12 HCif� 5ubmi5sion d5/24/12 Suilding Permit pbt04/1,� 2XrF STUi� W,hLL � 16" O.G. X �z.���t� r�: GY�'aUM ,455f?GI{�Tlt�ht FiLE NC?. 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Eor-.c r_�e re-� � �:� �r � �� �XISTI�iG FLOQR �F�AMING i � ; �?CIST4i�G RQOF � C7�/�RHP�NG , r ��3��� ��n��:�� j ; ����a ��,��.t� ..����,:� � s ,�, _ � , ; ��� ° � ; ����� .�_rr e��' � �� _�� � , �;, ,,.., . �c.�l�: 1!�,� � ����„ ��ovip� x�w .ac�a BLCJGKIi�C� B�T!^lE�N B�AMS 51:�'TEFEI? A7 E�4GH �JCI�TINC'a a �< RQf�P f�f-'T�R — u�w c�.c��r ��� �� aui�.v-u� ��.c�c�� ov�r� NE4^t STfitiIR Ufi���tll*!� ����� R � � A r-�—• �00 ,� c� c� � c� ��o� o ���«��,Q . .� ���,� __. �„ �LL +- . 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M► " I i " + ��� .rY!f'� ~ � �����I�� 1��.� ft f °i 't 1„1�#� ����� ��i..✓(�/� f- �Y°�.l�b :1vG��e: �i.G,�� - �e�ir .. � _ ,I •• � � f . . � . .. : � ri ! * � * � ` � � � i � � � � i � • � • • � � � � � i � � i � 1 1 i � , •� • • � ' � , � - � .► ,. ! � � � � � ` � � i • • �� � ♦ � � •• r � � � � 1 � • � • � � .• • • 1�5u� l�at� HO,� 5ubmissian Q3/14112 L7R8 5ubmi�sion 04/13l12 i7emo Perm3t D4f24/12 HUA� 9ubmissian 05/24/1� Buildin9 Permit Ob/Q4/12 .1Qb number: ��02 prawn by: mpp Ghe�ked by: mPP L�rau�ing Title: �it�l�h �laar �i�n� htumber: �� a � � iE�•Y�"!7Y � � � � ��_ „ ,r �� I � ��� ��� ���� �l�°��li�� �� i���..1��'."� � �� �� ���� ��:_�'� � 4 ` � � � � ����� ����� ����� ���� 1.�:7Cr���'s: 4J�Y�� : q��/^js� i k✓ � : �► 23`_3�� � � � �L�GTi�.IG,�L LEG��lI7 �- DUPL�7C t?UTL�T � SWITGW�I� C7UTL.El" (4N� �Il?E G>NLY) Gf� GRC?Uh1i1 �A�ULT INT�RRUPT 4UT�ET �,� YV,�4T�RPROOF OUf'L�"1 � 224 C7UTLET � QUADPLEX CIUTLET � �LC�Df2 MOUNTEL7 i?UPLEX � �LG7G7R MOUNT�1� QU,�+DPL�JC � T�L.�VI�ION g T�LEPHt71�lElG,4T-5 � T�LEi- HC�NE FLcaC�R C7UTL�T c� R�G�55�L? I�4WNLIGMT 4" Q F��G��SED I�OWi�ILIGHT (�" � YV,4LL W,��NER 4" Ge� 1^Jf�LL W,45NER 6" � C^7 H�T L.f�MP d THERMC�aT,4T � S�i,4LL ,4R1" 1.IC-��+T ,4L1�Rtrt P,�NEL � �L��TRlG�L fa,�.3�J�L -�}- SURF,hGE MTL�, �IXTURE � Y`�}�L MG�UNTEi� �1XTUR� � HP�I'�ttr ING PEt*Ii�ANT 13�. WALL MT1�. �:�GE55� ST�P �IXTURE � SURF,�G� MTL�. FLUC?i�ESG�hIT STRIP LI�HTItJ� � TR,4GK LIGHT � GL�SET �LUOR.E�GENT ('�J EXH.�lJST �,41�t C� E?C�f,�lJST Ff�N YV�4LL Mt�UNTED fl �CH,4tJ5i' P,�it! L.IGHT Gt�MBC,� � SY�kITGH � �-W,��Y SWITG�} �� MULTI-Y�Y SWiTGH �b L7IMMER 5W1TG�! �fl 3-Y�1,4Y I�IMMER SWIT�N Q ������ � �r�c�� g��cr�r�� 557. Q .IUNGTIU�t SUX (� L7IREGTIG7N,4l� i7C'�71N�lLiGHT O LCaW V4LTr�C7� LIGHT � � � � 1 � � � � � � +rr � � :.rr r w aG�l e: 1 f4�� = 1�-C3`� � t GH,�NI��L.IER � G�(LING �AN ¢ � �" c�� /�c�. t,� �n�c� �►�7�.� fis �. 1-�-��►.t� �.fi� t c:�c.� � ��� ����� ��� ���� ���� �,� � �� �'n�"���'�., � �,,�,���,�.�� �„r����� ��`��/ w.. �. � � >n,,_ ��. •• � •• * * • � . � � •• �r • •• � � • f � � • �� i � i . , i � ! • • . � 1 � � � � � � i � � � � � � , � � � � . �,. . ,� � R � � � � � � � � � � i � � •� � � � � �• � * � • � � • • � • � � .� • • 1�5ue I�ate HC�P+ 5ubmiasion r33/14/12 DRB 5ubmi55ion 04/13/12 Demo Permit 04/2�Fl12 HD,�t 5ubmis5ion 05/24112 Buiiding Permit 06/04/12 �1c�b number: 1202 _ Drawn by. mpp Ghe�ked by; mpp i�rawing Titl�: Ref�lcted Geiling and Lighting L.�yout PIanS 5heet Number: �� • � DESIGN CRITERIA: Michoeli Residence Renovation JOB #: 12�3-05 Roof Live Lo4d ------------------------------------- 80 psf Roof Deod �oad ------------------------------------- 15 psf Floar �ive �oad -------------------°----------------- 40 psf Flaor Dead Load ---------------------------------°-- 15 psf �TRUGTURAL WOOD FRAMING: a. txcept where noted otherwise, oll 2" nominal lurnber, except studs, shaii be Dougias Fir—Larch an et er nd oll soli timber beam an " n min I n wi r h U ( #2 d b t, o d s d posts 3 o a ti d de s a be Doug Qs Fir—Larch #2, b. Studs shatl be Stud grode and better pouglas Fir—Larch or Hem Fir. c. Built—up posts shall consist of Qouglas Fir—Larch ar Hem Fir #2 or better 2x4 ar 2x6 studs per plan and shall be n�ailed together with 2 rows of 16d ndiis t�P 6° on center along each stud. d. Built—u beams cansistin of multi !e 2x members shaU be nailed to ether with two rows af p 9 p 9 16d naiis spoced ot 12" on center, or with two rows of 1 j2" diameter thru—bolts spaced at 24" on center. e. To and bottom lates sha{i be Dou I�s Fir—Larch or Hem Fir 2 and beti r. Plotes laced P P 9 � � P directiy on concrete walis or slabs shall be pressure—treated Hem Fir #2. f. Beneoth solid or built—u columns noted on lans blockin of area e uivalent to column R P , 9 q above shali be provided within floor joist spaces and in wail spaces below. Door or window trimmers consisting of o single stud do not require special blocking in the joist space. g. Except as noted oti�erwise, minimum nailing shall be prouided as specified in the "Fostening Schedule" on the drawings (20Q9 IBC Table 2304.9.1). h. Boits used far woad framing connections shall be instalCed with standard washers and nuts. i. Unless noted otherwise, steal conneetors such as those mc�nufactured by the Simpson Carn on shail be used a'oin rafters 'oists r b ms to h r ms h—fr m t a ea ot e bec� at flus a ed P Y �) 1 conditions. Use atl specified nails. Connector conditions not otherwise noted shall utilize Type U or Type HU hangers of a size specifically designed for the member supporked, as shown in the manufacturer's pubiished tobles. Contact structurof engineer far details as required. j. Wood nailer plates instailed on steel beams or concrete walls far top—flange hongers shali be ripped to match the width of the wall or beam flange. Nailer piates suppar#ing top flonge hangers frorn one side oniy shafi be ins#alled flush with the face of wall ar beam flange at the honger locatians. k. Lominated ueneer lumber (LV�) shail have the f�ilowing minimum properties: t. Fiexural stress --------------------------- 2600 psi 2. Modulus of elasticity _______________________ �,g00,000 psi 3. Tension paroliel to grain --------------------- 1850 psi 4. Compression parallei to groin ----------------- 231Q psi 5. Compression parpendicular to grain (paraile{ ta glua line) 750 psi 6. Narizontai sheor ------------------------- 2$5 psi 7. Con�ection of mui#iple—member beams: A. Top—ioaded beams i) Far members 12° deep or less, �oii each member to the next with 2 rows of 16d nails a# 12" o.c. ii} For members greater than i2" deep, naii each member ta the next with 3 raws af 76d noiis at 12" a.c. B. Side—Ioaded beams i) For two or three member beams, nail eoch member to the next with 3 rows af 16d nails at 12" o.c. ii) Far four member be�ms, bolt through with 2 rows of }�°� balts at 12" o.c. iii) Far members cansisting of more than four members, contact structural engineer. I. All lumber used in construction shali hove a maximum moisture cantent of 19%. m. Unless made of treated or naturoliy decay—rasistant woad, aIl deck beams and joists wider than 1y,�" shall be sealed and flashed at the top surface per architect. n. Qrive pins specified on plan shail be powder octuated fasteners by Ramset, Powers, Hilti, or approved equivalent. Fastener and load size shall be determined according ta manufacturers recommendations far materials being attached. o. Framing Notes: 1. Fioor Construction: A. Provide 3 j4" thick APA rated Sturdifloor rated at 24" o.c., tongue and graove, exposure 1. Glue and nai( panels ta a{I suppor#s wi#h 8d nails spaced at 6" along ponei edges ond at 12" along int�rmedir�te supparts. Instail sheathing with long dimension perpendi�ular ta joists crnd end joinfis sta99ered. B. Pravide solid blocking between floor jaists at al! bearing locatians. Blocking material shali match the floar joist moteriol. ___�.__..____ Q� �Q _�______ � EXSTG. TOP � T������ �� ----__--- 4—� EXSTG. JC}ISTS — SIMPSON HANGER PER PLAN JO(STS NOT SH4WN FUR C�ARITY z \ � "' Q o �� NOTCH BM. P£R PLAN T(� PRt�VlDE FULL BRG. C�? WINDC?W HEAQER/WALL WlNDOW NEADER ----� PER P�AN eui�-r-u� co�. ��� — PLA�1 ���=T����nP�� �fl__ ________ EXSTG. INTERMEDIATE WALL R �VL STUD PACK PEF� PLAN GENERAL REQUIREMENTS: a. Structural erection and brocing: The structural drowings iilustrate the completed structure with aIl elements in their finai positions, properly supparted and braced. The contractor, in the proper sequence, shail provide shoring and bracing as may be required during construction to achieve the final completed structure. Contact structural engineer for consultation (nat in contract) as required. b. Dirnensions: Check aIl dimensians against architecturol drawings prior to construction. Do not scole drflwings. c. Construction practices: General contractor is responsible for means> methods, techniques, sequences and procedures for construction of this project. Notify structural engineer of omissions or onflicts between the workin drawin s and existin condition . Coordinate � 9 9 9 S rs uirements for mech�anical electricai iumbin enetrations throu h structural eleme�ts wi h 9 % %P 9 P 9 t structurpl engineer. Jobsite safety is the sole responsibility ot the contractor. All methods used for construction sfiali be in accordance with the latest editions of the 16C/IRC. d. Details not specifically shown on tne drawings shaii be constructed in a manner similar to the detcails that are shpwn for like conditions. These items shali be brou ht to the attention of 9 the structural engineer as saon as possible fpr opproval. Approvol shall be obtained prior to instollatian. e. It is the responsibility of the contractor to contoct the struc#ural engineer at the appropriate time to perform site observation visits. Observation visits to the jabsite by the e�gineer are for determinatian of general conformance with the construction documents ond shali not be construed as inspection. f. Thougn euery effor# is mode ta pravide a complete and clear set of construction documents, discrepancies or omissions may occur. Release of these drawings anticipates coopertation and continued communication between the contractor architect and en ineer to rovide the best 9 P passib(e structure. These drawings hove been preparad for the use af a qualified contractor experienced in the co�struction techniques and systems depicted. xistin str c ures: Gan ractor sh II res on i I for v rif in dimensions elevo i n E u t t a be sbe e to s 9� 9 P Y 9 � framing, foundation and anything else that may affect the work shown on the drawings. Underpinning, shoring and bracing of existing structures shail be the responsibility of the contractor. SCALE: �1e." = � r�nir � � . � . • . . . . � . . • • c• • � : . . . . ►'-` ' � » � 1'—p,> n�n-r���rn n�� PER PLAN�..�y., SGALE: 3/�., — 1,-0„ 4"� / -�� i �'� .. ..... � �i _�� V �� f / I � / � 1 } �__ t .," ��� L_.` � ' � ! � � 4 I I I ! 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NEW POSTS BEL�W {�RIGINATlNG FROM TNIS �EVEL OR ASQVE} ARE lNDICATED: EXISTING POSTS BELOW �ORIGINATiNG FROM THIS LEVEL OR ABOVE) ARE INDICATED: � NON—CONTINUdUS POSTS FROM ABQVE ARE INDICATED: � 2. AL� PC}STS ARE LABELED AT THE TOP. 3. (E} REFERS TO EXISTING CONSTRUCTION ( -- — — — — — ), {N) REFERS TO NEW C�NSTRUCTION ( ) �� �I f � � � � ���J�`� �°� ����� ����:������ �,�.� ���� �' �� �� �<,�� , �� � ���y � ��.. �.� ��:.�,..�..�...�.�Y_� °��_�.,���� � ����a .�d..F�...da�� �.� �-�._. ��� I !. {�, � : _..�'-{°- — --� t �� r E I�: � ,I� C �iE ��i � � �I I �; � I � �� 1 li . +� f�����. ���� �, r -� , -� — -------.� f, I► � � � � ���� � � ��� �,I I I,I I ,I I�, I»� I I I�E� ��,I� I I I I I, �!I � i �I� I.��� � I � � � � I��� ��� I.�� � i � � i � I{ � C�� I �I � �� � I � I 1 i i �j� � �� � 1 I � , � ( j ! 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I I 4 I i I 3 2 � — E — D ���� a��r�� �x+�,�usr � C � _ � ��� �� � ����_ � = �i Kf7'G��N �XNAI���" IaI�CT 5N,4�.L 8� 2� C�,4UC�� ��'Ifi�A�. �Jc�U�1�I� I�UC'i, 5�,�l��I� .41�'. tI�N�' U.11T+-� M�4��`!C i�,4T�I� �C�i�2 tN� .4�'F'�, I��i�Ui�1. �z 3��� C�'VC Fl�U� �'IF'�. � 3��� �'YG G� F'I�'�. t�C.��l�� (fi�11_..�T 11JIt�--d BI1�1��C�:��h1. � Kli'CN�N �XN�U��` #�C�C7I� t�Jli'�4 J f1�1t�C�i��4� ��C�I,U�R C�a�� ��1"f O� L�S�% �3�C' C.��"#-����. � ��c����� ,� r������r� c�� ��� �c�u,��� � — li'�iG�-I �i��� ���� ��''�i�ii�i� fhl�'� T�� i �r° ��u�c���r ��.���-� ��a� -r������� .�o� ��� cc���. GENERAL NOTE: BASEBOARD LEN�THS IIAVE BEEI�I SI2ED FC�� HIGH UUTPUT {690 STU/LF�. IF STANDARD OtITPUT BASE�OARD IS USED (soo sTUi�,��, ��r���Txs wlz.z ���r� To s� INCREASED ACCQR.DINGLY. 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Q -r« ir�tc� ��� +��u��� ��r�� �� ��ao�, �X-r�1�� ���� ,��,�" 1��c��'.,�"�,���'i. (� ��� +�u�5�� ���►�� �a �t��� �.�u��. to �� �.�-1�5�D. � COC.�RI�I�l,��"� �Xr4�i' Lt�C�4TION IzJITN C)t1�lJN�i� � IN5`�,4�.�. 1�l�l,U �C�N� V�41�V� UN r"1,4CN ��u�� +�u��r� �,►u�. �.oc�-r� �� �ai�.�r� �2c�vi�t. � - �} i�t�-r,���. ��u� �r��� u,��.v� or� u���� �.�u��, �u�5�� ��r��. �o��t� Er� �a��.�� fi��C?i�'( O�' li�l �3�45��-3C��4�D �1�1C1�C��UfiZE. � ��N���'� ��� �%��� �i-i� �'Q �x��''J���� �+�u1 to fi��-���p �Ix�URES oN �+�� M�4fN 1��V��.. ��rE�ERAL %3C�1: �: ��s��o�a�� �,������� H��E ���� �rz�� �ar� x��x a�T��� ���� � r���,��. �� STANDARD QU"�""Pi.1T SA�SE�C?��� �S iJSE�} (500 BTU/LF}, L�NGTI�S WII,L �E�D T'�} �3E I�CREASEII� AC�(:�R.I�II�IGLY. D — � � � .� _ t� - - �' � 3/4�� �� �t� 4 � 2 1 � � e I I I i G i 4 ��I �� ����� � i I i I � 3 2 1 E D � %� ������ DUi'(NC�s �c» ��r�,uc-rut�. :��`�t��t, �1'ION) � (�1 �I II ���+� � � � � �� �� ! * ��� �. ! � � i � � ! ; ; , , � � i � . � � � �� i � 1 � i � • ti t� ' << � � • ` 1 � � � � , �� �s � � / � � r � � � � � +► • � � i � � . i r � � � � � , • � a , . . � ' • 4 ����� �� • � �" ������ � "i:�fii�/Zi�►� II_ -����- -__ �1���� ��- � �___� -�� ,�� �_ �__�1�� ��- �- -� � ����1�1� ��� � ,� ... .. ,,. � �. � ♦� -. - : - r,e � r,r � � ri r r� .T.i - -r :. A � �, � � I � w z � w w � �- � � � 0 � � �. � 3� �- � 1Y � � c� � �- � � ux � � C� �� z= �1 � �� �� �� � � a oo� �- �- �� -�t t} t�l Q Z� � � � � � �� � � �� �1 � d �� !!L � h � � � � �� '�[ Q � � Q � � � � �z w ,� z� � a �w �� � 4 �� �c � �_ � �� �� zwn SL- � Y�- � � _ (1� t- � �� _.► � O"`� ,� Q t_'3 � � � � �� � � +- � d � � � � � � t!! � � t��'3 � � Z � � � O � � �-�iw ��� ��� ��w �wi� pzQ ��� C�7 � Lz1�� '<C11t``' �zz ��� ��� U � O � c �� , � Mechanical �pecifica�ions General 1. Immediately natify the Engineer of any discrepancies. 2. Tt sha11 be assumed that aIl subcantractors are experienced and thoraughly knawledgeable in their respective areas of the eanstruction industry and shall perform in a responsible manner in an appropriate constructian sequence. 3. Do nat scale drawings. Verify dimensions in �e1d prior to commencement ofwark. �4. Tt is the int�nt of these drawings and specifications ta establish a standard of quality. The Engin�er reserv�s the righi: to take exceptians to �pprove methods and materials nat reflected herein. 5. Failure to order, or release order, for materials andlor equipment wi11 not be accepted as a reasan ta substitute alternate materials, equiprnent, ar installation methods. 6. Work shall be perfornaed in a workmanlike manner to th� satisfaction of the Architect & the Engineer. 7. Lab�r, materials, and equipment sha11 ct�nform to the latest applicable editions of lacal, State af Colorado, and Nationa� Codes and ordin�nc�s, If canflict between those publica�ions exists, the most stringent requzrement shall apply. 8. Provide record drawings to architect. Drawings shall include all addendum items, ehange arders, alterations, re-rautings, etc. 9. The drawings shc►w the intent af the mechanical systems but da not show all details required. It is the responsibility of the Coni�actors to install corr�ple�e & operab�e systems, which canfarm to the manufacturers" installations i�structions & industry standards. 10. Systems shall be tested for proper apearation. If tests show work is clef�ctive, Cantractor shall make eorr�ctions necessary at no cast to Owner. 11. It is the Cc�ntractors' and manufacturers' responsibility tt� assure themselves that the code autharities will approve any praduct ta be installed on the project. 12. Systems shall be p��ofessio�ally labeled. Piping shall be labeled with color coded commercial grade labels indicating piping service and flow direction. Equipm�;nt, pumps and valves shall be labeled with engraved plastic c�r metal tags and an equipmeni/valve schedule shall be pravided and mounted c�n the mechanical room wall. Equipment labels shall follow the same nomenclature as the mecllanical drawings. 13. Cc�oxda"nat� architectural, st;�actural, electrical, and fire pratectian drawings with mechanical drawings prior ta in�t�.11aiit�n. 14. (7ffset piping, ductwork, ete. as n�cessary to accommodatie structure, beams, columns, and existing equipment. Remc�del, D►emalitian & Unforeseen Conditions 15. Visit site prior ta bid and verify thc conditions. Include in the bid, costs required to make wark meet existing co�zditians, whethe� indicated or not. 16. Provide mechanical deznolition required. Refcr to architectural demalition drawings far location and extent af demolition required. Visit site pric�r to bid ta dete�-amine extent of work inva�ved. Provide labor and materials as am required to maintain andior r�s�are cantinuity of service to existing sysiems. Z 7. In as mucia as design for remodel, renavation andlor rehabilitation requires that certain �ssumptians be made regardin�; existing condi�ions and because sozne af these assumpiions cannat be verified without destroying atherwise adequate ar serviceable portions of the building, the Engineer cannot assure the Owner or the Contractt�r that the professional cansulting serviGes 17erein encompass all cantingencies. Field coordination durzng const7ruuction is imperative. Contractoxs bidding this work musi make reasonable allowances for unseen conditions and should include associated allowances in their bids noted as such. 18. Be responsible to field verify existing ec�uipment c�r ductwork remazning to be reconnected to new or existing systems. Provide ductwork, piping, contrals, diffi.�sers, etc., as required ta restore continuity to systetn(s}. 19. All removed piping, ductvvork, equipment, etc. are to be dispased of by Contractor unless nated a�herwise. 20. N�w hot and caid water branches to be routed from nearest hot water and cald water of line size equal to ar greatear than n�w branch - t�'pical. Insulation 21. Insulate all new h�ating wat�r and domestic hot vvater with U.L. appraved, clos�d cell foam pipc insulation. Minimum R.-Va�ue of 3.0 for all piping. t��ramaflex or equal. 22. �nsulation :far all types of pipzng shall be carried full si�e through pipe hangers or pipes shall be supparted with vibratic�n clamps. Pi in 23. Domestic �-Iot & Ca1d piping inside buildang - Type 'L' capper water tube, wraught copper fittings and no Iead sc�lder. PEX tubing may alsa be used (no oxygcn diffusion bar�ier necessary}. Unless otherwise not�d, piping on plans has been sxzed far coppe�, and if AS�TM PEX piping is used, increase size of piping one nominal size from size shown on plans, ie. Plans call for a 314" lin� & PEX is to be substituted, a I" PEX line shall be ins�alled. 24. Waste &�ent piping insid� building: Waste lines above grou�rzd - Standard weight, C.I. soil pipe, and �i�tings, or hubless, C.I. soil pipe and fit�ings. Up thrau�h 2-112'" may be siandard weight, galvanizcd ste�l pipe with black, C.I. drainage fittings. Waste lin�s be�aw grade and all Vent lines for residential may be Schedule 4Q ABS-DWV plastic pipe ancl �ttings (ASTM D26b1) or Schedule 40 PVC-L}WV plastic pipe and fittings (ASTM D�665). All pipe an�i fittings shall bear NFS-L�WV mark and shall be joined with solvent weld jaints as recammend�d by th� �nanu�acturer. 25, Heating V�ater piping - Piping �nay be type'L' cc�pper, wrought copper fittings, and no lead solder. PEX tubing znay alsa be used {with oxygen diffusian barrier). Ux�less otherwise noted, piping �n plans has been sized for copper, and if PE� pzpzng is used, increas� size of piping one nominal size �razn size shown on plans. ie. P1ans ca11 for 31�" piping & FE� is to be substz�.ited, a 1" PEX line shall be install�d. 26. PEX piping shall be supported by continuaus cradl�s supplied by the manufacturer. 27. Gas Piping - Schedule 40 biack steei pipe, 150 �b. malleable iron scr�wed fittings an above ground pipe. CSST pipe is prohibited ent�r�ly. 28. Gas Valves - Lubric�t�d plug valve 175 lb. W,C�.C�. iron screwed or flanged. 29. Capper pipe Valves and Specialties: Crate Valves: Ball Vaives: Check Val�res: Balancing Valves: �3rc�n�e, C]ass 125, 200 lb. V4�.O.t�. Bz-ozlze, Class �2�, 2001b. W.t3.C�. Bron�e, Class 125, 200 Ib. W.Q.G. 125 psig w.p. for 250F service ti�ht slzut-�aff, IllinQis dual-purpose, balancing/shut-off valv�, �Iof�'m�n, Sarco, c�r equiv�l��i. 30. Refer to Fixtur� C�nnectio�7 �chedule far pipe �izes ic� inclivi�ual fixtur�s. 31. Support pipe with rod and cl�vis or clam:ps. Nc� �i�e tape allowed. 32. Dielectric Unions - Furnish and install � di�le�tz°�c union ai a11 connections whe� e nan-fcrraus material is in cc�ntaci with f�rraus material and fluid in not pt��tected with corrosion inhibit�rs. 33. Grad� and valve all heating water piping with 3/4" hose end vaives to permii drainage of the system. Vent all high points in equipment rooms as necessary wiil� automatic air vents piped to convenient drain. A11 high points in system outside of equipment rooms with manual air vents as required to relieve air in the system. 34. Provide plastic grammets an a11 heal:ing water piping passing through wood joists and studs. 35. Install plumbing clean-outs as required by applicable codes. Ductwork 36. Duct sizes shawn on draw�ngs are autside (shcet metal) duct dimensians. 37. All ductwork shall be sealed airtight with duct mastic. Where duct tape is used, it shall be listed and labeled in accordance with UL l $1. 38. Provide 1/4" galvanized mesh screen on all combustian air ducts ar openings. 39. Seal all ductwark joints a�d vapor barrier pen�t�ations at a11 exterior walls. 40. Pravide backdraft dampers at any and all ductwork pene�rations through exterior wall (except outside air and cambustian air ductwark}. 41. All dryer vents and bathroam exl�aust d�icts sha1l be 4" ��lvanized roun� {unless no�ed otherwise). A 12" sectian of flex duct is permiited for final cannectio�� to the fan. 42. Sheet metal and fittings to be pursuant tQ SM:A.CI'�IA and �SHRA� standards. 43. All ducts shall be 26 gau�;e mini�num. Duct gau�;e and construction shall confarm ta SMACNA HjJAC Duct Constructian Standards. 44. Seal off al] ducts during canstructi�n. Gantrols 45. Mount al1 thermostats 5,�0'� a�at�ve �ni�h�d flc��r. 46. Thez��ostats shall noi be installed �bove I�ea� eznitti��g ��uipment. L?o not mouni an exte�or walls. 47. A11 t�iermostats shall have a����np�ratur� r�r�g� suita.�l� for the application and have adjustable set points. Th� thennc�stats shall be able io displ�.y i�mpe�at�re s�tpoint and room temperature. All thermostats shall be approved by the C}wner. 48. See Sequ�nce of Operatic�n for addiizon�l ca��t�-o1 infor�natiaz�. Sequence of Operation l. WH-1 Gas Water Heater a. Gas water heater shall be controlled by int�gral aquastat and cantrols to mainiain tank t�mp+eratuxe of 140°� (�d�)� 2. Main Level Finned Tube E�ements a. FTE-1 finned tube eiement shall be conirolled by wall mount�d thermt�stat locate�l on the main level b. Upan a call for heat from wall mounted thermostat, the 2-way contro� vaive shall apen to flow heater{s), 3. Upper Level Finned Tube Elements a. FTE-1 finned tube element shall be con�rolled by wall maunted t���nostat located an Che upper leu�l b, Upon a call for heat from wall mounted thermostat, the 2-way contral valve sh�ll ap�� to �ow heater{s), 4, EF-1 Exhaust Fans a. EF-1 bath exhaust fans shall each be controlled by a separate anloffwall switch. �����%��� �3� �,�°��� ���������� ���� ���� �� ���� � ���� ��, ���� � ,� � ��� � �.�.���.� _. v ��° � �.� �. _ ���.��?�„� � _ -,� � . ����' ,� � . ..�� ��.�..� � ,��� U � � ��i � � ��� � � t . +! �� � � ` .,��w � �I � � � � � ♦ � �1. 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UF�PE� LEVE� T� � E L � W�:,i ;:,�;' ': N C] �#�� i N G E T C� G R F A .:�, : � r• �r� � � r- r...E� .�� t . ..f ;,. � r � � �" w � � ."� !' i . . ����� ����L ���� seA�.e: uap = �'-o° r �, � . �UTST�E �� F'R�J�CT SCCIPE �F� �I�R� �,���� �.,��%��.. P�..�,� SCALE: 11�s" � 'i'-0" UTIL.ITY CLCI�ET • . . . • � � . .• •• • � r• • • � * � � � C . . � L � � ' • � � • � V� � � W C � � U � � � � ^ f+ �.�� � n� � i W � L. � � � � � •! .. . +�► • . � • � . � � i r -+s 1 i � -� r � • • '' � � � � �t • � �► . .. i • � � . � . r . � i �• � �,. . . i� . . � . � ,i + �� � �' : i •■. „ . ��