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HomeMy WebLinkAboutB12-0261 plans approved�`•'�� � �. t � n gl C7� �� � � TR ACT A FOUND No. 5 REBAR WITH A 1�" ALUMINUM CAP, P.L.S. No. 24325 `3� p�. d , ,: _ z�a.z�-' N 8716 25 E 30' ACCESS 8c UTIUTY EASEMENT {RECEPTION No. 187193} PEN RID�E� ��� w � 0 0 T_ , . . . • . . - . . — • • • • y . . . --- • � N °8716'25"E - 76.12' � • RADfU5 = 30.00' � QELTA = 34'0�'40" �' ARC = 17.86' CHQRD = 17.60' BRG = N14°20'13"E � `��� '�L `�'��, � �' �` WALL - ,/% �'�` � �'" x $504.9 t.T� �� �� ��" 8509.5 �`�'F`,� $�os.s � i^�� � x 505.� .' 'C'� r,,�► ..-'` 8512.3 PaTia . � . � ! � � � � SEWER MANHQL ��, � ,-1 RIM EI�EV. - g�471. �, �-� � (BASIS OF ELEVATI4NS ,,� . -,,'.-� ..--�' . BUILDING � � ENUELOPE ' 1 � C;UTLINE 4F DECK � �.5' .�-- '1 �r'�p ��T � � Q° l �'� ,=�M `'-�; Q.8115 ACRES (� a � ' , � 3�02 �2a ' � ��� 1575 � � tr! $ Qy � -, ' I: ," O $509.1 �c5`.. � V'r � rn � y -�''r `� � 1� 7� �-�r� ...3► V T �"1.. � l ssos.2 � x s513.2 OUT�INE OF� , � ' r�n � tt` \ � x$511.2 PROPOSED � �ti.� z `�•� � � ,.�^� �.o ADDITI�N � .��.3' � � '� *V' �� Q �s�o�2 8513. ��.�' doo3.sri1 , EXISTING DECK � � � � � Z� .. �'��r o �x 85 .i �, x$512.9 M �j� �x 8514.1 8513.4 �� x 51 � � ._ 13.4 . INDIGATES A 0.4' Tt� {3,5' TRUNK QIA. DECIDUOUS TREE � . . � • �. . : :_ : INDICATES A 0.1' TC} 0.2' TRUNK DfA. DECIDUOUS TREE � . . � • � . . . . 3.4 rn � � ;' ' m -D � �UTUNE OF HOUSE �+ `� ° �^� � , Z '1 v , OUTLINE OF GARAGE � �°' ° C� 1 ,��' � ---' � � 15��� ,�S`/ � V`i , c.� ,�,� .5 ,"��1' ' `' +. �6.2' r•'- d� I � 4.2' . �j� ' h? q� 1 `�''�' `�$� 7.�+ ^7 � __,,..1 �o.ao'. ,� �`F"'�-�C?UTLINE OF /. �p 0 PATI� .. , -`..' �� _ �2� 22 ��` `'� � � � � � � ' � INQICATES A 0.3' TO 0.4' TRUNK DIA. l EVERGREEN TREE � \ 0� � ,�� a .---''' � \ -.--` o � �---r' o ' � a � / ,�8��93i �, --'', R�C�p`Ci�� �10 �� � ,--�- ���.N� C '� �Cj ,� ..--- �.�� �.�.s ,, ,,,. 1 / / 2 I�QT 3 �� ��% a � _ � '��`- _• _�_ _ _ -'�*- -- -- ( IN FEET } 1 inch = 20 ft. 7 '�...�" �� t � ,�'` � �{`�' � �� `�.,_ � f �� � � � � ��i��3 �� ��l� �`�` �� � � � ���� �� �� � �� �. �° ��' , ���; ,.��°� .� a NoTES: 1} LOCATION OF IMPROVEMEi�TS SHOWN HEREON ARE BASED UPON THE MONUMENTS FOUND MARKING THE CORNERS INDICATED HEREON. 2) THE E3QUNdARY DIMENSIONS, EASEMENTS AN(7 RIGHTS OF WAY SHOWN HEREQN ARE PER THE RECORD PLAT FOR THE SUBJECT PRQPERTY. 3} NQTICE: ACC�RDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BA�ED UP��1 ANY DEFECT IN THIS SURVEY WITHI�i TNREE YEARS A�TER YflU FIRST DISCOVER SU�H DEFECT, IN NO EVENT, MAY ANY ACTiON BASED UP4N ANY DEFECT IN TH1S SURVEY BE COMMENCED M�RE � THAN TEN YEARS FROM THE DATE QF CERTIFICATION SHQWN HEREON. 4) THE S4LE PURP(�SE IF THIS EXHIBIT IS TO INDICATE THE EXISTING GRADES ADJOINWG THE NOR7HWESTER�Y CaRNER OF THE RESIDENCE ON THE SUBJECT PARCEL AND THE OUTLINE OF THE PROPOSED ADDITION. 4THER FEATURES EX1ST WHICH WERE NOT SH4WN NEREON. �....� � �''� U���- � �� F�UND No. 4 REBAR WI7H A o('� $�. ���p,R�NGS� 1�" RED PLASTIC CAP, P.L.S. No. 11413 '� V PS`� 0 �� �� ■r � � ♦ I HEREBY CERTIFY THAT THIS EXHIBIT WAS PREPARED FaR CantractOne, Inc, THAT IT IS NOT A �AND SURVEY PLAT, AND THAT IT IS NOT TO BE RELIED UPON FOR THE ESTAB�ISHMENT OF FENCE, BUI�DING, OR (�THER FUTURE IMPROVEMENT LINES. 1 FURTHER CERTIFY THAT THE IMPR4VEMENTS ON THE ABOVE DESCRiBED PARCEL 4N THIS DATE, 5J�/2o��, EXCEPT UTILITY CONNEC710NS, ARE ENTIRE�Y WITMIN THE BOUNDARiES OF THE PARCEL, EXCEPT AS SHOWN, THAT THERE ARE NO ENCR�ACHMENTS UPON THE DESGRIBED PREMISES BY iMPROVEMENTS 4N ANY ADJOINING PREMISES, EXCEPT AS INDICATED, AND THAT THERE IS NO APPARENT EVIDENCE OR S1GN C?� ANY EASEMENT CROSSING lJR BURDENING ANY PART OF SA1D PARCEL, EXCEPT AS NOTED. SAMUEL N. ECKER CaLORADQ P.L.S. No. 30091 .. ...� . � . . ,. .. , �, . . . •• " i � y . •� . . #� . . , " s • � , � � � � � F-1 � � � � h--�1 � � F-�-� � �'"'�'� � ��y�y � � � F"� w � � � ���� H � � � � � F-+-I � � � � � ��"�'1 � V1 �../ � `- � � � � � � F--� � � � � � � � � � �--� h`+� �. � � � � � � � � � � � p o � �� � � W Q 4 � � � � � � � �: �: m � � � c� O U d '*� 1 ..,... � "r` ! � � � � � � a � � � �} `�� � � � �����V' � �,�� ��. *���� "��11�� �� 1/A�f� i"° • ir i "' ' +I f�.B. _ ?.NGHUR BOLT ?�DJ. = ,�P.1,4GEN7 ,4CC� _ ,4C-�GREGATE ?.1�lG�-I. _ ,4NGHQR ,4P�'f20X. _ ,�PPRC)XIM?,T� ASPt�LT. = P�5PH,4ULT ,4V'C . = ,4VERt�GE BLW. = B�LOW BC�T. OR BTM. = BUTTC.�M B.S. = 8C7TH 51 DE5 BTWN. = SETWEEN G.I.P. = G,45T-IN-i'LAGE G.L. = G�N7ER LIhIE GC7L. = GC7I�UMN �MU = GONGRET� M,45C3h1RY UNIT GNGTN. = GONN�GTIG?N GN5Tf2GTU. = GC,�N5TRt1GTlOh! DBi�. = DOUBLE 1�EM4. = T�EMOLITI�N D1,4. = DIAM�TER DRGTN. = DIREGTION DTL.. C�R DET. � L7ETA�IL. UWCC. = �7RAWINC EA. = E,b.GH �LEV. QR EL. = EL�Vt�TIt7N �Oi? _ �NGIN�ER O� REGQ}2r? EQ. = EQUl�L EG2UIV. = EC�UIVAL�ENT C EXSTNG. = EXISTING EXT. = EXTERI4R �NDN. = �C�UND,4TIC7N �Lf2. = FLC7C?R C?t. = CAUC� G.�, = GENERA�L. GC7NTRP.GTOR G.L. = CRIDLINE H.,4,5. = HE,4D�D ,4NGHOR STUD HDR. = H�A�DEi2 f-IT. = t�EIC,�HT IN. = INGH I NTRMi7T. = I Nl`ERM�1� 1 rhTE l` .157. = JO I ST K.O.I B.Q. = KNOGK OUT/ BLOGI4 OUT LL. = LIVE LG7AI� LCJN�. = LC�NC I TUD I N,�L MEGH. = MEGHA�NIGAL MANUF. = MANU��hGTURER h M15G. = Ml5GEL1.,4NEOU5 hl.I.G. = NG?T IN GC7NTR?�GT N.T.S. = NQT TO SGAL� c?.H. = C?PP451TE M.4ND oPrt�. = aP-riou C758. = ORI�NT�D 5Ti2AND SOI�RD PER�. = P�R�Oi�A�T�L� PLY. OR �'LYWD. = �'LYWG?OD QTY. = GtUANTITY R.G.i�. = REFL�GTE1� GEILINC PL�4N i2EIN�, = REiNPC?i2�INC REQ'S. = i?�G2UlR�M�NTS R.t7. = ROUCH G>PENENC SEGTN. = SEGTION 51M. = 5lMlL?�i� SflGNC = SPAGING afi�Pi�T. = SUPPG7RT STHNC. = SHEATHING STL. = STE�L STN�%RD. C�R STD. = 5T,4NI7,4RT� T#B = TOP ,4ND BTM. THRU. = THROUCH TRTD. = TREAT�U TYP. = TYP I �,4L V',4R. = Vl�rRIES �/.I.�. = Y�RI�Y IN �IELD Vi2FY, = VERFIY 1�tU. = WOt�P WPR�NG. DR WP. = WA�T�RPROO�ING W.W.�. = WEL.DEP W1RE PABRIG /�BV. = ABOV� �,FF. = f�BD�I� �INISH�D FL04R ALT. _ ,4LT�t�N,ATE E41'PLGB'L.. = APPLIG?�BL� Ai2G�+. = AR�HIT�GT BLDi*1C . C�R BLD ..�"�. = BU I LD I NG BLKN�. = BLOGKI�1� BM. = BE,4M BRNG. = B�f�RINC BTM. = 84TT4M G,hNT. = GANTI�.EY�R G.J. = GONTRQL OR GC?�15TRUGTION JOINT GLi2. = GLE?�fi2,�NG� GQNG. = GONGRET� GNGT. = GONh1EGT GON7. = GONTINUOUS GNTRGTR. = GONTRAGTQR DEC = DE�R��(S) T7EPT. = DEPARTM�NT DL = D�,4D L�,4D D{MENS DR DIMS = DIM�N510N5 DWL. = DOW�L DWht. OR DN. = DOWN E.1. = EXPAN51 C7N JD I NT �i�CR. = ENGIN��i� E.S. = E,4GH 51i�E �QUIP. = EQUIPM�NT E.W. = EC�RESS WINROW �XP. = EXPftN510N �.D. _ �L�OR DR,41N PT. _ �EET , �TG. _ �OOTINC G.4LY. = C,�LVENIZEI� CEN. = GENER,�L �YP. _ �YPSUM H.1�.,4.5. = H.�1�E�ORM�D�.A.S H4R1Z. = HDRIZC�NT,�L H�/,�G = �fE�4TINC, V�NTINC � f�IG INT. = (NT�RI032 JNT. _ .10I NT K = KIP (F�RGE) L�4T. = L.�TERf�L LNC�TH. = LEN�TH M,4X. = M,4XIMUM M,4T'L. = MAT�RI,4L MIN. = MiNIMUM NI?� = NOT l�PPL,IGABL� hlOM. = t�QMINAL O.G. = 4N GENTER OPNG. = OP�NlN� QPP. = OPPC�a(TE PEN. = PENETR?�TION PL � PLTS. = PLATE � PLr�TE� Pi2JGTN. = i2ElhlF. PROJ�G7IDN RDG. = i?I DC-�E RE: = i�E��R TO REG2'D. = REG2UIRED i?EV. = i?EVISIDN Ui2 i2�V15�D SGHDL. = SGH�DUL� SHT. = SHEET 5.0.�. = SL?�B-ON-CRRD� SPEG. = SPEGI�IG�TION 57FNR. = STI��ENER 5Q. = 5QUl�RE STN. = 5TC7NE STRGTL. OR STRUGT. = STRUGiUi2AL T� ..�"-� = TONGU� ANi: C�i?OOVE TR.�hNSV. = TR?.N5YE12�� T,O. = TOP G3� UNO. = UNLE55 NUTEI� OTHERWIS� VEF2T. = VEfi�TfG,4L VNR. = VENE�R W/ = WITH Wf0 = WITHOUT W.W. = WINDOW WELL - - - - - __- - - --- - ,�. ... .. • - -- _ /' ,.► __ ` I • C�EN�I2AL GONTRI�GT�R: GC7NTRI�GT ONE, ING. ,4TTN: BRYl�N .10HN5C>N C� PO BQX 8530 0048 E BE!-�V�R GR�EK BL�ID. #2G7&,� ' AV4N, GO 81620 ��+ ��-ra)-�QO-io�� � . • STRUGTUR,4L �NGINEER: PH bPSE, LLG. � STRUGTU�2,4L D�51CNS � ATTN: BR1�4N L. PUPP�, P.E. PC? 80X 800� P.VUN, GD 81 fa20 (q70)-331-6�40 • SURVEYC�R: GC?RE Rt�NCC� SURV�1'lNG, LLG ,4TTN: 5?�M EGKER, PL5 PO BOX I� � 12a LONC�5U1� L.I�N� A�/ON, G4 �1620 PH (a�t0)-4�a-86�f8 �� - - - . • 51.C� - GlJVER SHEET A��+��-r�c-ru�2�aL • ?�2.1 - UPP�R LEV�L �LUOR PL,�N • ,42.2 - Lt�FT LEVEL �LGOR PLA�1 STRUGTUR,4L • 51.1 - N07�5 � SP�Gi�IG,4TION5 • 52.1 - FOUND,4TI4N PL,��( • 52.2 - UPP�i? L�VEL PL?LN • 52.3 - LOF7 FRAMlNG i'L,4M • 52.4 - ROO� �RAMINC PL,4N �RGHITEGTUR�L • ,a,4.1 - �AST BUCLDIN..r"-� ELEVATION - • A�4.2 - aOUTH BUILDINC �LEVATION • 1i4.3 - NORTH BUILDING �L�VI�TION • A4.4 - WEST BUILDING ELEVRTION "" " i :���►���:� �4. TNE ,41� DOGUMENT 201; "CENER�4L GDNPITICJNS OF Tf;E GONTRr�GOR �C7R GONSTRUGTION," Lf�TEST �DITIdN, 1�RE MER�BY t�1,�i�E t� f'A�i2T C?� TH�SE GDNTRAGT D4GUMEhlTS. GOPI�S ,4R� ON �ILE �4ND f�RE AVAILA�BLE �OR INSPEGTION ,hT THE DE5IGNER'S O��IGE. 8. THE GONTR,4GT DOGUMENTS GC7N515T OP THE /�G1�EEMENT, THE GENERI�L NC7TE5, THE SPEGIFIGhTIONS, �ND TH� DRAWIN..�"�5, WHIGH ,�i2� GG7�P�R/-tT1Y� AND G4NTINUOUS. WORK. INDIGAT�D 4R RE,45C?N�4BLY IMPLI�D IN ,4NY C�N� OF THE 1�C7GUMENTS taH,�,L� BE SUPPLI�P ,h5 THC7U�H �ULLY GQVER�D It� ALL.. ,4NY D15GR�PENGI�S B�TW��N TH� DI��Ef�ENT P�4RT5 SHOULD BE R�POR`i�D TO THE D�51�NEi2 IMMEi?IAT�LY. G. ,4LL 1^IORIG SHALL GOMPLY WITH ?�LL ST�4T� AND LOGA�L GODES �4ND ORDINA�.NGES, p.NC? SH�4LL B� PREPORNIET? TC7 THE NIGHEST 5T?�ND,4RD5 C.�P GRA.�T�MANSHIP BY JC?Ui2N�YMEN O� THE APPfi20f'RI?�TE TRf�D�S. D. THESE DQGUMENTS ?�RE INT�ND�D TO INGLUDE: ALL LABOR, M�tTER.I?tLS, �QUIF'M�MT, �tND SERVIGES R�QUIR�D TO GOMF'LETL ,4LL WQRK D��aGR18E1� H�R�IN. IT 15 TH� R.EPC�NSIBILTY C?� THE GDNTR,�GTOR TO BRING TO TH� P.TT�NTION C�� TH� DE�ICNER, �NY �aNr�iTic�NS !^IHIGH WILL NOT i='ERMIT GC?NSTRUGTION /�GGORDING i'C7 TH� INT�NTI4N5 OF TH�SE DC7GUM�NTS. IT 15 THE REPON5IBILITY OP TH� DESICNER TO PRO�lIDED t�DEQUA�TE f?�T,hlLS ,hNP/ 4R I�IREGTIONS REG,4fi2DIN6 TH� DE51�N It�TENT, WHER� IT 15 ,�LTER�I� BY TH� �X15TINC GONDITICiNS DR WHEi2� NOT 12��L�G7ED IN TH� 1�G7GUN[�NTS. �. ItNY M,4T�i21,4L5 PROP05�D FOR 5UB5TITUTI�N O� TH05E SP�GIFI�D OFZ G,4Li.�L? G�UT BY TR,4DE NAME IN TH�S� I?OGUMENTS 5H,4LL B� PRESENTED TO TH� i7E51Ct��R fiDR R.EVIEW. THE GONTR/kGTOR SHA�LL 5U�3MIT 5,4MPLE5 Y�IH�N R�QUIRED BY THE D�SIC�NER, i�.��II�W BOf�RT75/ DWN�RS ,45SUG1,4TI�N5. ,�LL SUGH 5,4MPLE5 5H1�LL B� i2EVl�{N�D F'RIDR TC7 INSTf�LL?�i14N. WORK MUST GC7N�ORM 7C� T�I� RE�/iEl^IED 5?sMPL�S. t4NY WC>RK WHIGH I70E5 NDT GON�ORM 5Nl�LL BE R�MOV�C? ,4uD REPL,4GED Wf7H INH/�i DC?�S APPROV�, AT TH� GC�NTR?�GTORS EXP�NSE. SUB-GC7NTR?�GTDRS SH,�LL SUBMIT REG2U�5T5 ,A.NL7 �,�MPLES �G>R R��/IEW TO TH� G�NER,4L GdNTRA�GTOR !^1HEi� W012K 15 L.�T THROUC�H THEIR R.EQUIi2�D V�i�I�IGATIONS ,4NL? SUBMITT,d.LS TO BE M,4DE ,4T TH� ?�D�G2UATE TIME A5 NC7T TO I��L,4Y WORK I N PROGRE55. P. SHOP DR?�WINGS 5H/�L.L B� aUBMITT�D TU THE 1�E51CNEF2 �C7R i2EVI�W, WHERE G?�LLEi� FOR ANYWFf�F2E !N TH�S� DC7GUM�NTS. R�VIElN 5H�4LL BE MI�DE BY TH� DE5IGN�R E3��OR� 1NC7i2K 15 B��UN, ,A.ND WORK 5H,4L.L GONFRQM TO THE REr(IEW�D SHOP DR,4WINC5, SUBJEGT TO R�PL,4GEMENT, ?�5 R�G2UIRE1� ?rBOV�. C. TH� BUILDINC f�15PEG70R SH?�LL B� NOTI�IED, BY 7HE GONTR,4GTOR WH�N TH�R� 15 N��D G7� INSPEGTiON, A5 f�EQUIR.Ei7 BY GOD� OR Oi�DIN?.NG�. H. TH� GONTRA.GTOR 5H,4LL BE RE5PC7h151B1.E FOR Ti;E SA��TY ,4NP Gfi�RE C7� THE fi�T��AG�NT PROPERTI�S DURIN� GDNaTRUGTIQN �4R THE GC7MPLlENGE WIT4� THE F�1�ER,4L AhID 5T?�T� O.S.H.A�. R�C�UL�4TIDN5, f�h1D �OR THE PROTEGTI4N O� �4LL W4RK UNTIL IT IS DEL{V�REi� GOMPLETED TO 7HE C7Wt�ER. I. GONT�'Z�4GTOR Wl�L ,�55UM� REPON5IBILITY 4� ITEMS i2�QUiR.INC GOC7RDlNATIC7N �hNP RESOLUTION DUi21NC THE BIDI7IN� PROGESS. J. PROV I DE G I RGU ( T5 F4R: SG�NE GONTROL f�RE�45, �C�RES� P,4TH L I.C-�HTI NC� TC7 ,�PPi?OPRIl�TE �XITS t�ND ,4LLC�WANGES, ?�Ni3 DEGDR?�TIV� LICHTINC-� ,4T G,4BINETS. K. GONTi�GTC7R 5H,4LL GC?NPORM WITh! MATEi�ItkL AND �QUIPM�NT M,4NUP,4C�TUREi�� 12EG4MEND?tTIC7N5. L. GROWN f�LL Wf4LL 5TUD5, JD15T5 ANR R,4FT�i25: ,4LTEi2t*t,4TE-GRC7WN W,4LL 5TUL75; UP-GRUWN JC715T5 �4Ni7 R,4�TEt�S. M. fi'RQPERTY LINES, UTII.ITIES AND TOi°O�}2?�PHY SHf.�Whl 15 REPF;�SENT?�TIVE C�� TH� IN�c�12M,4TION T,4KEN FROM A SURVEY PREPAREI7 BY GOi?E Rt�NGE SURVEYINC. R��Et� TO THE SURVEY �Oi�, THIS IN��RM?�TION. NOTI�Y DE5IGNER IMM�DIf�TELY D� fi+NY i?ISGRE�'�NGIES OR VARI,4TIC7N BEWTEEN TNE DRAWit�C�S ?�NI7 TH� F�GTUAL SIT� GC>hIPITlOh15. N. GDNTA.GT UTILITY GOMP/arNIES TO �IELD VEi21�Y LOG,4TION C7F RESPEGTIV� �"-J-ERVIGE LIN�S PRIOR TD B��ININC THR GCaNSTRUGTIDN. C7. GONTRP.GTOR 5H?�LL INSURE PU51T1'�/E DRf�INpr,l',-�E ,�Wf�Y FROM ANL7 ,�ROUND THE STRUGTUR�. NOT{�Y TH� D�51C�NNEi2 IMMEDIAT�LY WHEN�VER THIS 15 NOT P0551B�E. i�ONDING O� SUR�f�G� Wfi�TEFZS 5H,4LL NOT BE PEi?MITTED WITHIN T�N ��ET D� TN� BUIL.DIN� PERIMET�R. P. TH� PURPOS� D� TH�S� DRRWINCS 15 ONLY TO GR4P+�IG,d.LLY i7�PiGT TH� GENERAL 1��4TURE C7� THE WDRK. T�IE GC�NTR,�GTOR IS i�5PUN5I8LE �t,�R GDN�IRMINC 171h1EN51G�N5 AND SELEGTINC-� As �ABRIG,4TIDN Pi20GE55 �hND TH� T�GHNIG2U�S C7� GJNSTt?UGTIG>N. 7HE P�51Ci��R ANDI O�? �NC INE�R 5H,4LL B� NOTfP1�D O� ANY Y,�RI�4TI01� FRC?M DIM�NSIUNS OR GONDITIONS SHOWN IN THE Dfi2,4WINC�S. ..►..� _ �,. � . � LOT �R.�� = .� I I � ,�,�R�� ��o�� ���ir���-r��� ��oa� ���,��: + �NT�Y •• �XI�T11�C = 2�C�a �G2 �T. •• F'RO�'O��i� = 2�aJ� �C� �T. � U���� •• �XI�TINC = 2�7�� �C� �T. •• ��:o�a��r� _ �o�o �a �-r. * LO�T •• �X1�TINC = � 5G2 �T. •• �'fi�C PO��t� = ( ��CC.1 5G2 �T . ��v�r� �� ���i� �� � � ��� �,��: �... �• � ���: � TC�T,4L �X15TINC �i�.�� = a3�70 �C �T. TC�T/�1� i�i�0�'U��I7 ,�fi��,4 = �28� aG2 FT. (M I NU� �C�D 5C� �T C,�4��r ..t''�� GR.��7 I T) = b��� SC.� �T. TC�T,�L TOT�4L �4LLG W��'3L� ,��.�14 = ���'O �G2 �T. [NOT�: THE BOUhlDS O� 7H� �R055 ,hREp. 15 P��It�IED A5: TH� TC7T?�L �LC?C7fi2, �4R�A DE5IC�NED FOR OGGUP,4NGY G7R US�, MEASURED �i20M TH� GENTERLINE C3� JDINT #��4RTITIC>h15 ?tNL710R THE PL�4N� OP UUT5IDE W,4LL' SPLYWC>OD �AGES (C?UT51DE �,A.GE O� PLYWOOI�) � INGLURIN� GONGRETE] -�RC�55 f�REA I1�GLUR�S: THE aT,41R5, ME�f�t�NlG,hL Ai�?�5 � �,4R,hE��.J s°rRUCn�,at.. r�si�r�s P4 BCOX 8007 �4VON, GCi 81620 PH. �17U-331-6�40 �AX. I -8P,�8-362-4685 IN�Ocs�bPSE.NET WWW.bPSE.NET THESE PLAN9 AND WRITTEN MATERIAL, HEREIN, ARE INSTRUMENTS OF SEfZVIG� AND ARE THE PRpPERT'Y OF bPSE, LLG. (bPSE). REUSE 4F THIS DRAWit�lG !6 Ot2 ANY IhiFORMATION GC?NTAINEI'�' WITHIN; ON A FRO.tEGT OTtiER THAN INL3IGATED IN THE TITI..E SLOGiC, t5 T'ROHI$ITEL7 WITfiUUT Y�21T?EN r�rzM�ssiax �ROM �s�, t� is Nar ��ot�is�� �oR ��rza� � ra sG�� aw�wit�es. REFER P.NY QUESTIG7N5 OR DI5GREPANGIES TO bPS� PRIDR TO OR CJURIN6 GONSTRUGTION. � � .....� .■� � � � � � -_-� � � � � � � � � � � � � � � �'� � � � � � � .-..i w ��,.� � '� � � � � ��� .....� ��! j --i � � � � V C� � � � � � � � �/ / � � � � � � � �� � � w � � � � �� } �- � � � W � t- � z � � � � � � � � � � � L�l � W O O O O � � li.. !L 1� i� tll� ta W t��u t�i � � � � � � — — — � � ry � i e� 4 �i � � m° n � s� Q O _ �} cv 4 STAM�' �o c���.� c�'4;�'..--• ��'. S �� + . � o�j25j��s,� '�Str �`�sjt�rai����� PROJEGT: 1148 STRT 177; I�/2t�1 i C12WN BY: PUP ����T ��„" � a � � � - � � �!r` ♦ \ � 1 � �� �� �J� ��•������ ��,��E: ��4�� = i �_a�, �l1 t ��: • P1�,4N DIMEN51Q�5 t�R� FRt?M: Gt:�LUMNI Gi�lD LINE, �?�G� G>F 57UD, �,4G� OP GdNGRETE, OR GENTER 4F DC?OR ,4�1D/ OR, WINpOW. • GONTFZ,4GTOR SNAL.�. RE�ER TU CEOTEGHNfG,4�. REPOl�T �Oi? FC'�UNC�ATIOt1 DR�41�C,��E REQU I REMENTS. • ,�T �4LL WODI� -'".,,-ILI. PLP�TES !N GOt�T,4GT WI7H GC7NTRETE, PRQVII7E "GRE�N" TRE,4TEt? WOOD 51LL fi'LtkTES ON INSEGT � M415TURE 5UB-51LL ShkIEL,D IN BETWE�N PLAT� �4ND GONG. • PROVIDE GQNGRE?E �C>UND�4TlOhl 5UB-�TRUGTURE M015TURE L-3,�RRIER. PER Gi)DE t2EG2U I REMENTS. • �4LL �XTEt�IOR WALLS 5�t,4L.L B� GtaNSTRUGTED OF 2Xb STUDS SPAG�T7 �tT 16" C?.G., TYPIGAL, (UNLES�a OTHERWISE SPGIFI�P C?N THE 5Ti2UGTURf4L DRAWINGS) W/ - 112'" EXTE(21GR PL1'!^t4C�D, SUPPOi2T NORIZC7NTf4L .1C71NT5 Wl WOC7D BLOGKINC'.-�; 518" ,hF'PLIED STUGGO U�/ER STUGGO L,�TH, R-I�i INSUL,a.TIQN, ,�Nt7 5!8" INTERIOR �YPBC7,4RP, TYF'IG/�L. - • i2E�ER TO STRU�TURAL DRI�WINGS �OFZ ALL SHE?+RWA�L L4G�TIC?N5, Gt�NN�GTIQ�15, t�ND REG2UIREMENTS. GC7NTR,�GTGF2 TC7 NOTIFY DE51C-�NER FOR DlSGfZEPENGIES. • WINDOW HE,4DER5: THIS LE1(�L 5H?�LL BE. 5ET ,4T 6'-&" ,h.�.�., TYf'IG,hL, U.N.O. - RE: WINPOW Mf�NUF,0.GTUREf2 �OR 51ZE f�ND Lt��,4TIUh! OF ROUGh4 OPENIN�S IN STUD W,4L.L5 (ALL H�,zti%ERS 5H,4LL BE BUILT I,�UT TO 5 II2" C7R 3 II2" WIt7TH BY �4DDINC� F'LYWOOi: SHIMS t�5 R�QU112ED). • WINDDW i'2C7U�H C7P�NiNG'S: F2EF�R TU WINDC?W MANUF,4Gl`Ui2ER'� LITER,4TURE �C>R WiND4W RUUCN 4PENINGS. Mli�iMUM EGRES� R�GtWREMENTS 5H,4LL, G011�QRM TO THE Gc�D� REQUIR.EMENTS. G4N5ULT WINDC?W SUPPLI�R AND1 OR GOI7E G>F�IG1�4L. • C?OOR HEADERS: TH15 LE`,(�L 5H?�L�. BE 5ET AT 6'-f�" ,4.F.F., 7YPlGA�L, U.N.O, {,4LL H��4t7Ef25 ShfA�LL BE BUILT OUT TU 5 112" OR 3 li2" WlDTH BY ADI�It�G F'LYW40D 5NIM5 f45 REG2UIREP). • RE: STRUGTUR�L FRA�MING PLAN �DF2 BEAM, G4LUMN, t�ND HE,�DER 51ZE5 REQUIRED (�UR OUT Wt�LLS TC7 GC;VER STRUGTUi�L EL�MENTS, �S REQUIR�D). • EXTERIOR DD�?R5 �4ND WINDC�WS SH�tLL BE S��iLER WITH A�t� APPRt��/ED OPEN GELL F4,4h�f 1N5ULATION AND EFFEGTIVELY WEA�TNEi� STRIF'P�D TC7 ,4YOID �L,tthlKlhlC TR�tN5M15510N. • �tLL Ii�TERl01� W�LLS 5H,4LL BE GCJNSTRUGTED OP 2X� OF2 2X6 STUDS; SP�GEP t�T 16" C�.G., T1`PlGt�l�, 4^il - 5/f3" Ih�ITERIC7R C�YPB4A�Ria (UhlLES� STRUGTURAL SPEG'S PLYWP.), SUPPc?RT Hc�RIZG.�NT,4L .101NT5 WI W�OD BLOGKIN6, TYPIGr�L. - • PRC7VIL?E VG>II7 SPt�G� AT l'HE BOTTOM �7R TOP G'�F (N7ERI4R NON-B�,4RING PA�RTITION WALLS, TC� ,��LOW �OR !!�" - I/2° OF STRUGTUR.,4L �i��hMINC i�E�LEGTIOIJ �BOVE. • (NTERIOR DOCiRS: IF NOT DIMEN510NEG, SH,a.LL BE L.OGt�TEC? �" -�F 112" (i'ER GONTRt�GTt�R) FRQM THE I�DJ�GE�iT W,hLL �DG�I GDRN�R. OR G�NTERED IN THE Wf�LL WHERE ,�PPLIGABL�, TYPIGA�1.., U.N.O. � PL�4TE H�I�HT TH15 LEV�L SN,hLL BE DETERMINi? BY GONTR�GTOR, TYPIGt�L THIS LEV�L . • ,hl.L STt�IR Ff2AMING S�iI�LL GC7MPLY WITH IRG 311 - PRUYILE 5T,4lR HEADi200M GLEAF2?,NGE, �RG7M TC?E QP TF�E,�tR; NO �.ESS TH�hN E�'-8", i'ER THE GODE REQUIRMENTS (RE: GONTRAGTOR �OR H�4NDi�,4fl� ,4ND STAIR FR,hMING). * PRC7YIT?� al8'" TYPE "X" GYPBDARD ,�T ,hLL. W,hLLS REQUIRfNG �IRE R�4TING. • PRt�VI1�E SC7UKP B?�TT IN�UL.ATION AT ALL BEDi?QOM ,4ND BATHRG>OM WALLS. « Gt�NTR?~GTG7R SNALL BE i2E5PC.INSIBLE TO Pi?OVID� ,4L� NEGGE55,z4RY MISG. BLOGIGING AND B?�GIGlN� SUPPDR.T �4R BUIL.l�ING Gt�MPON�NTS SUGH r45 LIG�fT FIXTURES, TOWEL BAf�S, ETG. • ELEGT%IGAL, PLUMBING A�ND MEGH,4NIGAL WORK TU GQN�ORM TO TNE t4PPLIG,hBLE N,�TI4N,4L GOD�S, THE L,4TE5T IRG, �4NR ,4NY LC7Gf�L GQPES. • GONTR,A�GTC3R SNA�LL GOORDINATE MEGHANIG�L, EL�GTRIG?.L, A�ND PLUMBIN6 GQMP4NENT5 PEUETRfi�TING TME ONE HOUR �lRE 5EP,4i�4TIG�N�. ALL SUGH PENETRATIOh15 S+�ALL BE PRDPERLY DAMPER.ED, �NE,�THED, ,4NP FI RE Gl�UI.K.ED PER THE G�DE REQW REMENTS. • �,/ENT AL�. APPLIG,4BLE APPLII�NGES T4 THE EXT�RIOR P�R THE GORE REQUIi2EMENTS. RE: MEGHINGAL GQNTR?�GTOR. • PROVIL7� MINIMUM OF (I)-5MG?K,E PETEGTG�R IN EA,GH HE4BIT,�BLE "ROOM" /".�4REf�" * PRC�YIDE MAST(G W,hTERf'R4G7Fl1�C-� W/ 6 NfIL POLY A�D�i�RED ,4ND I�JR,4PPEP UNDER PERFOR,�.TED CaRfs.IN (DIAMETER P�R G1VIL ENGiN�ER) PE121t�lET�R DRAIN (N GRrh�lEL BAGK�ILL,, T1'i=. � I ���� �������� M�rRK. � I Z� TY�''� M,�T'L Nc�T�� �l I DTH H� I C f�T 540 4"-�i° 4'-4° Gf�SE -- -- ��C? 8'-U" 4`-S" G,4�� -- f2 -4'-O" WINR4W5 IN 8'-t7" A55EMBLY 1 � � � � ( I) �) � I � I � �� i t'� ti � ''�. . �� 4 ��� �� � _ �1 _ - � i -- . .i ������ L.�U1�i��Y � I��_bf2�� (+/-) � I - -�-- - � � � � ����I �� ���� ��� �� � �, i� *; "� il �� MiM� � � - - - - � + � � � I I� � �� � � -__�.�_�� � w � STRUGTURAL DE516N5 �o B�x aoo-� ,4VON, GO 81 h2Q PH. q�4-331-6�40 F,4X. I -858-�62-�6P 5 I h��C7t�bP5E.N�T WWWbPSE.NET THESE PLANS ANC? WRITfEN MATERIAL, HEREIN, ?+RE (NSTRUMENTS OF SERVIGE AND ARE THE pROPER'fY OF bP5E, LLG. (bPSE). REU5E QF THIS FR.AWtN6 OR ANY INFQRMATION GONTAINED WlTtiiN; ON ,�t PRO.IEGT OTHER THP�N INDIGATED IN THE TtTLE BLOG#C, t5 PROHIBI'iEQ WITFfOUT !^IFZITiEN I'ERMI5510N FRpM bPSE. bPSE 15 NOT RESPONSIBLE FG�R ERROR�'r DUE TO SGALED DRAWIN65. REFER ANY C�ttlESTlONS OR DISGREPANGES TO bPSE PRIOR TO QR DURIN6 GON5TR11G71Dk. � � ..�. � � � � � ---� � � � +-� � w �� � s � � �' ~ � � � �� � � � � � � � ""'"� � � '� �� ` � � � � � ��� ..... � � � � � � �� � � :... � �-" � � � � � � � � � � � � !�� w � �� w � w � �/ ~ � � � � � � � z � � � � � � � � � } Q�... a� q a tY_ � � � � i� � Il�. N �� W�aaa� � � � � � � � � � ry ry ry � N � (�o`I {�..�Y � � ° Q ti5 � �9 �Q r` O _ �i cy � O �vT,�rMF' �� �.r�� ���,0�,...» �. ,�' . � ?94 : '�,�, 07f�'3����w� . �SS�o�i���"��� P+�a.��c-r: � i �� , STRT 1�T: 1212411 G"i�W�! BY: PUP ���ET ���e� ���T ��`��� ������ ���� a �� �� �� ����■�-� ���L�: II4�� = ! �_C7'� 1 `lVT��: • PL,4N C>IME1�15ION5 ,4i�,E fiROM: GOI.UMN! C-�R,ID L,lNE, �,hGE C?� �R,�MIi�IC�a, F,4GE Ufi GO1�fGRETE, G>f2 GENTER OF C?OOR At�i�l c:7t2 WlNC70W, • �LL EXTERIUR WA�LLS 5H,4LL BE �UNSTRUGTED C>F 2XC� 5TUR5 SPFtGE17 ,�T 16° C7.G., TYPIG,4L, {UNLE55 C?THERWiSE SPGI�IED t.�N THE STRUGTU(2?�L DRAWIN�S,� Wf - V2" EXTERIOt2 PLYWOQD, 5UF'PC7F�.T �fORIZONT,�,L .10iNT5 W/ WG?4D BLOGICIN�; 5!8" ,4PPLIER STUGGO OVER STUGGO L.,4TH, R-I�{ INSUL,�T10N, ,4ND 51�" INT�RIC7R GYPBG?f�RR, TYPIG,4L. - + REF�R TC? �T�UGTUR.fi�L DR,4WIN�5 POR t4�L 5HE,4RWA.LL LQGA�TIt�NS, GONt��GTIQNS, AND REC�U f REMENTS. GC�NTR.hG1'C i? TQ NCi71 FY DE51,�".�NER �OR D I aGi2�P�NG1 E5. • WIt�i74W HEA�DERS: THlS L�\/EL 5H,4LL BE 5ET ,4T 6'-I 1I2" ,4.F.F. ?�T 7'-O" T,4LL W,4LL5 ,4ND A�T 6�_8" A.F.�. ,4T "t�_6�� TALL WA�Ll.S, TYPl�,41., U.N.O. - RE: WINDOW MA�NU�AGTUR�R FG'JR SlZE A+Ni� 1�4G,4TION OF I�OUGH t�PEi�lh��5 IN STUP WAL.LS {,4L.L HEAP�i�S SHALL BE BUILT OUT TO 5 112'" OR 3 112"' WIDTH BY ,hDDING PL.YWOOD 5HIM5 A5 REG2UlRED). • WINROVJ ROUCH OP�NING'S: R��Ei? TO WfNDOW Mf�NUF,4GTUf�ER'S L.ITEi2,4TURE �OR WINDOW R,UUGN OPEKINGS. M{NIMUM �GRE55 i2EG2UIREMENrS 5H,4�.L GQNFC?i2�t TQ TNE G4I�E REG2UIREMENTS. GONSULT WINPQW SUPPLIER ?�NRI C7R GC?DE c'�F�IG(�L. • I�C14R HE,�L7ER5: TFflS LEVE� 5h�,4LL BE 5ET ,4T 6'_8,� t�.�,F., TYPIGt�L, U.N.C�. (ALL HEIhDERS SHALL BE BU1LT 4UT TO 5 1I2" OR 3 112'" WIDTH BY APDING PLYWQUD SHIMS ,�t5 R�G2UIi��D). • R�: STRUGTUR,41. FR�4MIhlC PLAN FOR BEt�M, GOL.UMN, ,�Nt7 HEAPER 51�E5 �2EQUIRED (FUR QUT Wt�LLS T4 GQVER 5T32UGTURp.L EL.EMENTS, f�s REG2UIRED). • EXTERit.7i�. DODRS ,4NC? WINDOWS 5N,4LL B� SEAL�D WITH ,4N APPR.C.?VED OPEN GELL �0,4M IN5U1�,4TION RNU ���EGTIVELY WEAThfER STRIPP�D Tt� ,4Vc�ID FL�4NKfN� TR�N5MI55IOhl. * ,hLL INTERIOR. WAsLLS ��f,4LL BE GQN5Ti2UGTEC� OF �X4 OR 2X6 5TUD5; aP,4GEC7 ,4T 24° C�.G., TYF'lGAL, W/ - 5/8" I�JTERIOR C�YPB0,4f2D (UNL.E55 STRUGTUR,4L SPEG'S PLYWD.), �UPPc�i2T H(.�RIZ4NT,4L. JOlNTS WI l�I�7�?P BLc�GKINC, TYPiGAL. - • P�:OVID� Yt.�iL7 SP,�iGE AT THE BOTTOtui c',�R TOP O� INTERIOR NQN-BEARINC P�hRTITION W�4LL5, TO ALLOW F4R i14" -!/2" t�P STRUGT(JRA1. �RA�MIi�iC L7E�L,EGTION ,4BOV�. • INTERIOR I�OC?(25: IF NC�T DiMEN510N�P, 5H�4L1. BE LOG,hTED 3" - 4 lJ2" (PER GONTR?�GTOR) PR4M TM� ,�D.lfsrGENT W�LL ED..r-�EI GC,�RNEF2 C7R GENT�i2ED IN TNE WA1�L WHER� APPLIG,4BL�, TYP{G�AL, U,t�I.U. * PLATE HEI��+T TH15 LEYEL SHALL B� 't`-Q" OR 7"--6" ,A4BV PLY, TYPIG,4L; RE: PL.ANS FOR W,a+L.L f�EIGf�TS. + ,4L.L 5?f�lf7 FRAMING SHA�.L GQMP�.Y WITH IRG 311 - PRG?\/IDE 5T,41R HEARRQOM GLEr4R�4�lGE, FROM TC7� QF i'R�14D; NO 1�E55 THAN 6'-8°, fiER THE GODE R�G2UIRMENTS (RE: GONTRfi,GTOR FOi� HANI�FZ,41L ,41�D ST�liz �R,4MIN�). � PROVID� 5t8" TYPE "X" �YPBO,hi2C7 ,hT ,4LL W?,LLS REG2UIRING �IRE RATINC�'a. • GQNTR,4GTOR 51-f�4LL. BE RESPCC.�hd51Bl..E TO PRG.?VIDE ,4LL N�GGE55,4RY tvtiSG. BL.C�GKlt�il"a ,4t�lD B,�GKINC SUPPC,�RT F4R BUILDINCC GOMPONENTS SUGH t�� LI�HT FIXTURES, TOWEL B4O.R5, ETG. • A�LL PENETi2�rTl C�NS TMRC UC H THE ROOF MUST B� ?�DEQU�4TELY SEArLED �.ND SUPPORTEC?. + ?�TTIG VENTIL?�TIt�N SHA�L.L. BE PER GQ1�1TRf�GTl�R BY ME,4N5 O� 50� 50PFIT VENT-r..�- ,�tAID 503'0 RIDCE VENTS PER IRG R�QUIREMENTS. • GONTR,hGTOi2 5H�t1�L GQORDiNATE THE LOGATfUh ?�hlD C3t�t�INAC� OF C�UTTERS t�ND DUWNSPOUiS ,hR4UND 7HE BUILDIN�, WHIGH MU57 BE SEPERATE �ROM THE FOUNT7ATION DR�41N,hGE 5Y5TEM. • �LEGTRIG,hL, P1..UMBINC ,4NC,7 h�tEGH/3rNIGA�L lNC�RK TO GOI�tFQRM TO TH� f�PPI_IG,4BLE t�,4T14N,hL GODES, THE LAT�ST IRG, ,hND ,�NY LC7G,�L GG�D�S. • GOhtTR,hGTO�; SH,hLL GOG�RPIN?sTE MEGHANIGAL, ELEGTRIG.4L, ,4ND PLUMBING GOMPONENTS fi'ENETf2r4TlN� THE C?NE H4UR �IRE SEP,�tRf�TIUNS. ,hLL SUG�f P�I�ETR�TIONS SH,hLL BE PROPER.LY DA�MPERED, 5NE,4THED, ,4ND PIRE G,4ULKED PER THE GOPE REQUIREMENTS. • PR<?�(IDE MIhkIMUt�f C7F (I)-aMOKE D�T�GT�R IN E,�GH N,4BIT,4E3LE "ROOf*�t" /"AREA". �I ���� �������� M,�i2.K � ( �� -- TYP� Nf,4T'L 1�OT�5 W I t�Tf� f�� I C�f�T 224 2'-t�" 2`-O° ,4WNC -- -- 244 2�_O�� 4�_O'� G,45E -- -- 33C> 3'-C3'" 3'-O" G�taE -- __ 540 4'-�fi ° �'-O" G,45E __ __ 65U b�_O" 5'-U" G/�5E -- -- Pa4C? 8`_C,�" �F'-5" G�S� -- (2)-4�_C7" y,IINPOWS IN 8'-O" A55EMBLY � ' _ 't'-D" W,++�1..L ., • G�t,�� ��Y� ������� 2C��_��� X ��_��� gp OI � ��� 22c� �i'�% � � � ( � �� � � ( � � - - - - - - - - - - - - - - � � I I II ! 1 ������� -� I. . � , I _� 240 ���_��� ?C I��_a�� � i I ��� � J�1 10,_Q�,xS,_�„ � � ��i� I i� �-3r�TH � _ �.��,��� � .� • , w ��� "z � '� 7 � � • • � : ��1�'*,. � � �ft-/�M 1�1 A 1 1 � -�! 7y'a{,.7A � � � i % ►, .�-.. ►% iii /�' ��� ��. DCJC�R FR�M� 51 Z� L�U�t'��; 1��T� I L � i i�� H�Ri7W,�fi2� M,�i�K M�4T'�. �Lf4� I 1�� M�T'L �L i�,4Tl �1C 5�T K�Y� I D� l�li� �+�T THK I�lI� N�T H��4L� �,4MB �ILL. L.�B�L Nc� i�.1�f NG� I 3�_4" 6"-&" E 31�4° -_ _- O Q __ __ __ -- -- -- -- -- 2 �'-I C?" 6'-S"' I 31�F" __ _- c'� G7 -- -- -- -- -- �-- -- -- 3 5'-0" 6'-S"" ! 314"' -- -- C� G -- __ __ __ __ -- -- -- � � � , � -�} � io'-o �ta� i � Y T.O. PLYV� � - . QI ��� ���� � _� .4' O � (M?.TGH (M,4 � �X57i��) �o � �� � � � _ � � ' ��/ � ��Y � ���� Ol � ��Y � � _ � ��� � �� � � f �'�'i.AN 7X � � ��� � ��T���� �.1"� I4'-O" x I�'_�" � V�110�_G,�����_�,� o� � B�TH '� ��Ci`�iQ �J�$a T.O. P1...YWD � `� l,�p lY'�4.4. � �4C� 54CJ NOT�� DOUBL� BI-�OLD GL45ET ��vr� �� �l�i� _ �� � � ���: �: ��� • r - ��� ( �Ci ~ �7/�.IR� � i2f�iL REQUIR�MENTS: • STAIR REQ'S: •• GLEAR WIDTH = 42" TC7 48" -[36° (N. GLR.� •• 7REAP RISE = 6 I/2" Tr,7 6 7I8" -[�1" �4X.] •• TR�,4D RUN = II I/4° -[II'" MIN.] � • R�IL REQ'S: •• 'CR,48BING' �LE,4R,ANGE = I II2" •• F�A�NDR,41L HEIGHT. = 34° - 38" •• F2?�IL PC75T SP,hGING = 6'-4" •• PIGKET GL.EARP�NGE = 4" � h(�W 5T?�IR �RAMl1�G 5H,4LL MATGH TH� I EXISTIN�"5, 50 �45 NC7i T4 A�F�E�T THE EXISTIN� �� 5Y5TEM'S F04TPRINT. � ii ul II � I I - �-�-- - ---� ( ____ � _ ___� � � \� I 1 �� %/'//%/////�'////////1////� __ ___ _ _ ___ %/!//� �/ � ♦ • � � / • " P► �� / _ /_� _ � RGP TMBER, TY'P: �,� . .. .. �, .� �� � � � � � � O ai .� � � � � � �/�I -___-- � � � � � � � ��� ����C�QI'� ��,_��� i< ��'�_��� V�l/ 5 �_� "x. I I �_�fi �� 8�4Tf� IIC�'-4 5I8" r.a. t�..�rr� 33G 330 � . � r .. I I) �� // � I � I � ti} 5T12tJGTURr4L DE516N5 Po aox soo-� ,�vau, GO 81620 PH. �fi`�0-331-6740 F�4X. I -888-3b2-4685 INFOc�bPSE.NET WWW.bPSE.NET r�5e p��xs Aru7 wRirreK MATERIAL, HEREIN, ARE INSTRUMENT9 OF SERVIGE AND Al2E iitE PRQpERTY OF bPSE, LLG. {hhP5E). RBU5E OF THIS DRAWIN6 Oi2 ANY fNFORM/+.TION GONT,4INED WITHIN; ON ,4 PROJEGT 47HER THfi+ht INDIGAT'�D IM THE TITLE BLOGK, 15 PROHiBITED WITHOUT WR1TtEN PERMISSION FROM bPSE. bPSE t5 NOT RE5PON516LE FOR EIZRORS DUE TO SGALEC? DRAWIN65. REFER ANY C�11E5710N5 OR DISGREPANGIES TO bPSE PRIO6t TO Of2 DUl2IN6 GQNSTRUGTION. � � .... 1 � � � � � ---� � � � �� � � � � �� � �' ~ � � � ! � . � � � � O � � --.� � =� � � � � � `� � � � � ��� .... � � �--a � � !.0 � V � �'� � F- �i � � � � � � � � � � � �� W � � W � W � � � tl% � QC p ��- r z i� �- c� � i � � � a� � n n a a � � w ° ° u u ° � � � � � W W p _ � � � � � � � �y cy cy � � � � � � tY �a � �+ � L� m u s *i1 �Q i' , O - U c� �,�,� O aT�4MP �,00 ���,�� ����-"' p�+. . � �%� . . �� ��f1����� : � ¢�s �Ai���'���,�, Pi2UJEGT: I 148 STR,T i7T. i212011 C7�:Wi� BY: PUP �ET 1� -�� a ��� ��"�GI�IG�TIta�lS. DE51�N LOADS: GODE ED1Ti(�N: LIVE LOADS: • �L,4T ROQ� � SL�PING RQO� * FLOC?R5 • EXTER{C?R DEGlGa 200�i I RG 1 D0 P5� 8d P5� 40 f'5� 104 P5� C7EA�t� L�7?�L�S:. • FL?�T Rc�4F 24 P�F + �I�OPINC� R04� 20 P5� * FLC�ORS - RE�ID�NTiF�L I� f'S� (NC7 GONG. TOPP'I�) • EXTER,IUF2 DEGKS 15 fi'S� LA7�i�AL L4�41a5: � BR�iG WIND SPE�D. qQ Mf�H � �i����JU}��: �r • 5E15MIG DE51GN GL,�rSS: G GC>NGRETE FC�UNDATIL�N: ,4. 5UB-5TRUGTURE RE51CN 15 BA�SED UF'4N (A55UMED) GC?NDITI01�15. B. �C7UTIN�S HAV� C3EEt� �.?E516�lED USIN� ?��! (A.S�UMEPi ALL4W,4BLE, N4�!-EXPAN51�/E, 5C7kL BEA+RING PRE55URE C>F 2D00 PSF. G. FOUNPA�TIONS ANL7 i�Ei,4fNIiV� W�tL.L5 Hfi�Y� B��t� DE5IGNEL? U51NC ,�N (�55UMEC?) ,4GTIVE L,4T�RAL SOIL PR�55URE O� ��� PGF ANP ,4 P�k551YE Lr4TERAL SOIL Pk.E55URE D� 25C� PSF. C?, Gt7NTRAGTQR 5H,4LL. GUNTAGT �h LIGEt�SEP CEG7TEGHNIGA�L �1�GINEER TO VERIFY THE �ft55UMED� SOIL, GGt�C�ITIQNS DURINC EXGA�/,�TIC�N. YERIFY ANY P15GREP�4NGiE5 PROM THE C7RIG1�lA�L DESIGN V�LUES iN WRITIN� TO THE STRU�TURfkL �I�GINE�R �C?R RE-EVA�LU,4TIDN DF THE �OUNDftTIDN RE51GN. E. I� 50�T SPC�iS AR� �NGOUNTEf�.EP DURiNC-� �XGft\/tkTION, THE GONTR,4GTOi2 5H{�l.L RFMOVE THE MA�TERCt�L ,4Ni7 RE-GOMP,�GT W/ ,4PPROYED M�4TER.IAL (A�5 A4LLC7WED BY, ,4Ni� PER THE t".�EC7-iEGH 501�5 R�PORT). F, IF C7`�lER-EXGAV,�TIG7N 15 REQUIRED; T�fE GC.�NTRA��TOR 5H�4L1� PROV{DE PI�LD DEN5ITY TE5T5 4h! THE GQMPAGTED PILL. UNl�ER THE F�OTING� AND Tf�� INTERIOR 5L,4B5 ON �Rt�C�E (RE: GEO-T�GH 54lL5 REPORT). C�. ,AV�IT? EXGE551VE WETTIN� C�R DRYING O� THE EXG,4V,4TIC7N5, KEEPIN� THE EXG,4VATIQII i�,4SON�.BI.Y FRE� FROM W?+TER L7Ui?INC� TN� PLAGEMEN�` O� T�+F GONGRETE. PROYIi7E GC7hlTIt�UQUS PERIMETER DRArINS AROUNR TH� B�SE O� FG7Ui1D,4TION r�ND RETAlNING W,�LLS (RE. .C".��O-TEGt-f 5011_5 (�EPQRT FdR TI-fE SP�GI�IG UNDER-t�RtklN 5Y5TEM (2,�QUIREMENTS). �f, FGUiINCS �4i�.E TQ BE PLAGEi� ON UNRISTURBED Nt'�TURAL 501L OR PRC�PEFZLY GOMP,4GTED STRUGTUR,�L FILL It� ,4GGQRD�NGE WITH 7HE REGOMMEI�P�4TItJNS OF THE CEOTEGHNIGAL ENIINEER INGLUi71NG PRDC7�-i�OLLING ,4NP G?VER-EXG,4V.�TIt�N, t�5 REQUIREG. (NO GONGRETE 5�t?�LL BE POUR�D QN WAT�R, SNt�W, 4i2 �I�OZEN GR.OU�1R). i. FDO"TlhlC� �f2E T4 BEAR /�, MINIMUM OF 4"-C�" BELOW EXT�RI4R CR,�DE. GENTEf2 t�LL. OF THE �OOTINCS UNDER. W,4�.La, GOLUMNS OR Ci2.ID LlNES, UN�.E55 C?Tl;�RWISE NOTEP/ oiM�t��ivta�p at� ���.t�s. .1. t�4 BAGKFIL.L SFffi�LL B� PL,4GED A�A�IhlST THE FC)Uf�I7A�TIQN W�4LL5 UNTIL THE LQWER t4ND MAIN LE1(�L FLOOR ARE IN PLAGE ANP PR4�'Ei�LY �+NGHORED (OR ?�CiEQU�LTE SHQRII�C 15 P�2CC�VIDED) - GONGRETE �Lt�.BS SHALL RE PROPEi�LY GUREi�. K. BA�KFILL SHALL BE GOMP,hGTER T4 h�tEET fk �{590 MINlMUM 5T�4ND,hRD PROGi012 I7Et��ITY PER ,�STM t7-f55'7, UNLE55 OTHERWISE NDTED 1N THE CE4TEGHNIG,4L REPORT. Br4GK�IC.L 5�t�4LL B� P1.,4GED IN 12° Mf�+XIMUM VERTIGAL LIFTS {PL,4G�D EQU,4LLY ON EAGH 51RE t�� WALI�, WHERE APPI.IG�4Bl�E) G7R �4a DETAIL,ED IN THE GEC7-TEGH 501L,5 REPURT ?�ND SHALL BE �i?EE 4F ORC�41�IG1 YE�ET,4TlVE MATERI,�4L At�D GC,�MPf�GTED IN ,4 M�4NNER THAT fi�QEa NC7T D�4M?�C-�E THE GONGRETE FOUhIDt�TION, WAT�RF'ROOFING OR C7?�MP-P3�C70FIN� M,�T�RIAsL. L. FI�l�4L BAGKFiLL �i2,4C7E5 SH�LL PRQNtOTE PU5ITIVE Dfi?AIt�,4C�E ,a,Wt�Y FROM THE STRUG"NRE ,4NI7 SH,�LL GONFORM TU ,4L1� TH� REQUIREMENTS LIaTED {�t THE CEC.�TEGHNIGAL REPC?RT. REINF4RGED G�NGRETE: A. STRUGTURt�L. GONGRET� GONSTRUGT(O�! W�RK SH,4LL GGN�4RM 'TC3 TF�E REG2UIREMENTS <JUTL.IN�i� IN THE AGl °SPEG(�IG,hT14N5 FCiR STRUGTUi2,41� GONGRETE" ?�NR THE ,aGl 31 &-05 M,4NUAL. B. GAST-IN-PI�f�GE G4KGRETE 5H?�LL B� NfA�i?E WITf� TYt'E IIII SUL��4TE-RE515T,4NT PQRTL,�ND GEMENT, A�GREC�f�TE t�Nl7 W,47Ei?; TCJ 5,4TI5FY THE �G?LLOWING REG2U I REMENTS: G. L�. E. �. G. t�1, ELEMEI�T: P'� MIX TYPE GONG. PlERS 25C'�C? P51 Fr,�G7T I N65 3400 P51 FOUND,4TI4N W?.LLS 350C? P51 INT�RIC7R �LY4B�`-,..�- ON �R,b�DE 4C?44 P�'al EXT�RIC?R SLABS DN GRA�DE�� 4500 PSI �� MA�X SLUMP S+�ALL NOT E,XGEED 4". �� Mr4X W G R?.TIO O.5 t?.�5 go ,41 R � . s •. HOT ,4NC� GC7LD WE,hTHER GC7NGRET� PRC7G�I7URE5 SHf�LL. GONPORM TO TNE REGC?MMENDATIONS IN THE ,4G1 "N(A�NU�4L Q� GONGRETE PR,4GTIGE° (IT IS HIGHI�Y REGOMMENi7�I� THAT NC? GC�NGt�ETE 5H,4LL BE PC)URED WHEN THE TEMP�fi?AtTUR� 15 BELOW ��7° F�. THE BUILDEFZ At�D �U7Ui?E OWNER SHOULi� BE Mt�DE ,o.Wt�f2� 4F TNE GH�4NGE C?F MOVEMENT 1•�NG C.R,4GK.lNC7 OF GONGR�TE 5L,4B5 PL,4GED DlREGTLY ON GUMPA�GTEI� FILL.. GQNTRI�GTOR SHt�LL 5�4W C?R TR4WEL GUT G4NGRETE SLP�BS Oh� CRA�DE WITFf G4NTR�JL �lOINTS ,4T A MAXIMUM 5P,4GIh�C �??F f2'-O° IN EAGH t�IREGTION WITMN 12 HOURS 4F POURINC�. GAf2F�Y THE R�Ii�IFORGIN�"a TNROUC-�H JOINTS ANI� LOGf�TE TH� 150L�4TIUN JOINTS ,�RQUNG' THE �OLUMNS ,hND �XTERIOR W,hLLS. GONSULT Et�GINEER F'RI4R T4 GONNEGTiNC-� THE SLAB ON GR?.DE TO C?THER PORTIC�NS OF THE raTRUGTURE, IP NOT SPEGIFI�t� IN TH� PL,4N5. PR4VlRE Vr4P4R B,�.RRIER BELC7W ,4LL I�lTERIC7R 5L,4B5 ON C�R,�RE, PER THE ARGHITEGT ,4NP CE4l`EGHNIG,4L ENCiNEEF2"5 1��G2UIREM�NTa. EXP,�N�ION Bc?LTS SMALL B� PLtk�ED A MiNIMUM DF 6. BOLT DIAMETERS FRGM THE GG>NGiz�TE ED�ES f�ND 5H?�LL M,4IKTAIN t� 12 BOLT DIt�M�TER SP/hGINC, UNL,E55 1�4TED UTH�RV�k15E. BC7LT5 FOR 8E,4M �4NC? Gc�LUMN BEAf?INC fi�L,ttTES �H,4LL BE 5ET WiTH TEMPL/�TES. ,b.NY STC�P IN GD1��RETE WORK MUST BE MAi:E ,4T fi� THCRL7 POIh1T OF THE SPA.N WITH VERTIGf�L E3UL.KHEAt�� �hNG' HQFZI.ZOhITAL SHEt�R fCEYS, UNL.E55 NOTEC7 QTHERWI5E. SL,�BS, F�OTI N�S, BE?~M5 �4NC7 W�LLS aHALL NOT HAr/E JOI NT5 I N A HORI ZONTAL PLA�N�. EXPC?5EI7 G�NGRETE EDCES 5H?�LL. NA�VE A 314" GHAMFER - I.E. SITE/ F2ET,41NINC-a t^lALLS. GC7N�RETE"S STE�L f?�I�lF4RGfi�C: �h. G�'it��RETE R�1N�CRGINC L?ET,4ILINC�, �?�E�RIG�TION ,4ND PL?.GEMENT 5H?tiLL GC?N�ORM TU THE R�QIJIREMENTS QUTLIN�D IN THE �4G1 "DET,41L9 A�NP DETAILINC O� REIN�4RGEMENT" AGI �15-D5. B. ,aLL izEINFORGING �HAL.L. BE HIG�f GR,4DE DEP4RMER BARS GON�ORh1(N� TC3 ,45TM A61�, GR,hDE hC7 (Mf4RKEta WITN ,� "S"); EXGEPT TIES, 5TRi2UP5 AKC? PL,4TE ,4NGHORS WHfGH SF�,�LL GONFCiRM To l�SiM ,�b!5, Gf2f�t�E 40 C?R ?�STM R'7Oh, CRA1�E b0. G. �IF.�ER R�1NF4�2GINC, AT THE SLfkB ON CRt�PE, SHALL. N?.�f� A�IBER LENGTF� TH,4T GC7C�t2DIN,4TE5 WIT}; �G.C�REGAT� 51ZE PER THE MANU�AGTUREi�"5 i2EGDMMEND�hTIC7N5 (,4MUUi�T c�F �IB�RS SHAL.L. BE DETEI2MINED PER THE SUPPLIER'S SP�GI�IG,4TION�j. D. GONGRETE GOVER�rC�E FOR REIN�QRGING �Hi4�L GUhlFC7f2M TO TH� FOLLQWING: I. GONGRETE Pc�UR�D ,4�f�INST E�RTH. 3" 2. GC?NGR�TE POUR�D IN PORMS iEXF'05�D TO WEATHER t7t� �,�RTFtj: 2�� E. LA�P 5PLlGES G?� R�INF4RGIN .C�, �H,4LL BE ,4 MINIMUM O� 48 B,�rf2 DIr�METERS FOR #6 B?kR. ANC> SMALLER., UNLES� NG�T�i� C?THERWIS�. GOI�T,�GT EN�INEER Pt�R 5F'�.IGINf REGOMMEND,�.T(C7�t5 PRIOR TO GONSTRUGTIOt�t, WHEf2E N�JT �P�GI�IGt4LLY DETAIL�D OR t�C,�7EC� (I�O N4T WELD c�R U5E MEGH,hNIG,4L REINFORGING SPLIGIN�, UNLESS NOTEp C7T�+ERWIS�). �. GDNTINUOUS TOP St�RS �FfAI.L BE SPLIGEC? AT MID-SP,4N .�NL7 G4NTINUOUS BOTTOM BARS 4VEi�, SUPPC7R75. C. ,4T W,4LL GURNEfi25: h�tAKE BAR GO�ITINUQlJS OR PROtifIDE GURNER �,4R5. GDRNER B,4R5 SHP�LL EXTENR 3'-4" EA�GH 51DE c�F WALL GORNER. H. �4T WA�LL 5TEP5 NICaN�R TH,4N 4"-4": GONTRr�GTG�R 5NAL1� P�f�GE f2)-#�'S VERT1G,hL FUL� +�EIGhfT rJF W�LL, ,�T HlGH 51DE QF ALL, W,4LL, IN �Dt�ITiON TO W,4LL. REINPORGIhi� 5Ht?1^!N OTNERWISE. i. ,�0.ROUND ,hLl� W,hLL UPENlt��S ih! W,4LL5, 5LAB5 ,4Nt� BEAMS: P� AGE {2)-#5'S TO PRC?JEGT A MIt�IMUM OF 2'-6" BEY�JND GOhIi�NERS. PROYIC?E (2)-#5 X�'-C,�" D1,4GONAL ,4T ,�tL1. TH� 5,41'�'iE OPENIN�S. .1. �hT GOLD .IOINTS: EX°f�ND RElN�C7R�INC A MINIMUM 4� 2"-6" B�YOND JOINTS ?�ND GOC�RUI�l,�TE GOl.t7 .1G?IN1' LUG,4ilON5 WITH THE STf2UGT(JRt�L �t�CINEEi2. STFZUGTUR/�L WOOD �RAMIN� SPEGI�IG?�TIQNS: ,4. W04D FR,4MINC 5H?�LL GOI��QRM TO THE REQUIREM�NTS QUTLINED li� THE NDS "SPEGI�IGr4TION5 OF 5Ti2�55 GRAD� LUMBER AND ITS �,�,STENINGS," L,�TEST C-DITION, r4ND GONSTRUGTIQI�! MATERI,4L SHALL GOh1PORM TO TF�E GURR�I�1T IBG. B. �f2,4M I NC At�D TRlJ55 LUMBER aHfi�LL B� DRY I�OUGLAS � I R-LA�RGH (DFj, ,4GGC?RD I N..l"� TO THE �QLLOWING R�G4MMENP,4TION5: ALL 2" NOMI�l,4L LIJM�ER, EXGEPT 5T(JD5 SH,�LL BE D� #2 C7i� BETTER, AhtD 5C7LiD TIMBER BEAMS ,4ND P45T 3" t�lOMINAL ANP WIDER, 5H,4L1. BE D� #2 c�R B�TTER. G. ,�LL STUDS SH,�LL BE STUE� ..r"'�RADE DOU�L,45 �IR-Lf�RGN OR HEM-�IR (HF). D. TOP ,hND BOTTDM PLA�TEa SHALL BE DOUGLA�S �IR-LARGH GR HEM-FIR #2, OR BETTER. PLAT�S iN DfREGT GONT�4GT WITH GOt�GR�T� OR MA54fi�RY SHA.LL BE f'i2E55URE TRE,�TED HEM-�!R #I. E. DIMEN510N �Uh�(BER (2"+ W�1�E X 4"-12" DEEP) H?�5 B�EN DE5IGN�D ,45SUMING TH� POLLOWINC STREaS PFZQPERTI�S: �LEXUR,�L 5TF2�S5, a00 P51; HORIZONTI�L SHE,�R, I�iO PSI; MC>DULUS OF EL�4STIGITY, 1,600,000 P51; TEN5101� P,4RA�LLEL TO Ci2�41N, 450 PSI; GQMPRE5510hi P?�R,4L.LEL TO CR,ztIN, 85C� P51; GOMPRE5510N PERF'ENDIGUL�R TO CR,41t�, 625 P51. � �. D1MEN510N TIMBER LUMBER (5"+ WIDE X 5"+ DEEP) H,45 BEEN L7E516NED ASSUMIt�� THE �OL.LC>Wli�lG STf�E55 PR4P�f�.TIES: FLEXUR,4L 5TRE55, (350 PSf, HORlZON7�4L aH�l�.R, I�iO P51; M4T7ULU5 O� ELA�STIGITY, 1,600,000 P51; TEN510N PAtRALL�L TO �RA�Ii�, 450 P51; GUMPR�55101� P,�FZ,4LLEL TO �R,41N, 850 P51; GOMPRE5510�! P�RI�ENPIGULAR TO CRAIN, 62� PS1. G. WOQD PL,4TES IN�Tt�LLED (�hl GC�NGRETE !�(A�LS/ BE/�MSOR ST��L BEt�.i�f5 SH?�LL B� RIPP�D TQ MATGH WALL/ BEAM WIDTH. H. ?�NGFf4R BOLTS IN W041? SiLL PL,�TES 5H,4LL BE SP�GED ?,T � M,4XIMUM OF 3&" ON G�Ni�i2, UNL.�55 NOTEP OTHERWISE 4N PLfi�t�, WITff 4N� l�.NGHOR ,4T 12" FROM EA�Gf� ENI� OR GOR�lER. ,�ND f� MINIMUM OF TWO A�iGHORS PER MEMBER. I. BOLTS USEP FG?R WOUC? FR,�MINC GOt�h1EGTIC?NS SHALL. BE It�ST,hLL�D WITH 5T,4t�P,4RD WASHEF:S f�ND �tUTS. J. TYF'IGAL MINUMUM N?.ILING SHALL B� PR4VIDED, WITH GOMM4N �1t�IL�, ,4GGORDIN6 TO TH� 2QOa IBG �t�5TE1Vlu� SGHEDULE (T,4BLE 23CJ�.�i.l). K. POR ,4LL SUILT-UP W40D MEME3�RS [BEf�MS ?.NDI G7R GCiLUMNS] O� (4) C7R MORE; INI�IVIDU,4L. MEMBERS SHALL BE GLUED � N�ILED f�ND GQNN�GTED W1 I/2" fi THRU-BOLTS, WiTH 5T,4ND,4Ri7 W,45H�R5 ?.ND �IUTS, SPAG�P AT 24" O.G. - STAG��RED, I� ,4PPLlG,a.BLE. - L. �OR ?�LL 50LID OR BUILT-UP GOLUMNS B�ARIN� THR4UG1� FLOOR .1C�15T 9P,4G�5; PRUVIDE SLOGKING IN JQ15T SPA�GE, WiTk� GR055 SEGTI�N,hL ?�R�,a. TO MATGH THE GG7LUMt� ,480�lE. M. 2X DIMENSION LUMBER �LQC7R FRA�MING, REQUIRES: 2X °Gi2055 Bi21Pl�INC" E3LOGKING SPA�GED A�T iNTERV,4L5 �IOT GRE,4TER TH;4N 8'-O"; AT ?�LL SUPPORTS ,+hND GANTiL��lER �NDS. N. ,4NY HOLES REQUIREQ IN TH� V�kOOD �R,4MIN�; SHI��1� BE DRILLED THRU THE G�1�TER1�IhlE DF THE STUDS ,4N1a/ OR J015T5 IhND SHALL NOT EXGEED A V2° i71AMETER. O. UNL�55 NOTED QTHERWISE, STEEL GONNEGTORS SUGI; t�5 TH05� I�fANUPAGTURED BY TH� P O TC� I R,4FTERS .1015TS OR BE?�M5 TO C7THER 51M 50N G MPANY SHALL B� USED �O N I BEf�MS ,4T FLUSH-FR�MED GONDITIONS. U5E Nt�ILS SPEGIFIED BY THE MI�NU�AGTUREF'L t�ND PROYIDE TH� MAsXIMUM NAILS 5U6GE5TED. GONTAGT THE STRUGTURf�L ENCIN�ER FUR r�DDITIONAL GDNhlEGT14N5 ?.ND DET,41L5, ,a.S REQUIREC?. P. M?�NUFAGTUREC� J015T5 5h#A�LL. BE FROM A�l ,4PPRO�IED MANUF,4G7URER AND 5H,4LL B� EQUIV,4LENT IN LOAD GARRYING G?�P1�GITY ?.ND DEFLEGTIG)N GRITERIA TD J015T5 SHOWN QN i�L�4N5. PROVIDE BLG�GKIN�, BRr�GING, WEB STI��ENERS ,hND OTH�R l�GG�554RIE5 ,45 REQUIRED BY THE MANUF�4GTUR.ER. tk�TERN,4TIV� J415i5 OF THE 5,4ME DEPTH ,4ND SPAGft�� MA�Y BE GQNSIDER�D PRG�/ID�D THEIR LtJ,417 G,4i2RYIN� G,4P,4GITY 15 EG2UIV,4L�N7 C?R C�REA7ER BENDING, SHEf�R ,4ND DE�LEGT10t�. ALL J015T ,4LT�RN,4TI�lES SH,4LL BE ?.PPROVEta BY ThfE E1�C-�IN�ER O� REGC7R17 (E.4.R.) PRIQR TC? USE. Q. L,rhMINATED VEN�ER LUMBER (LVL) SNALL HAVE BEEN DE5IGNED ,455UM1NG TH� FOLLOWINC STRE55 PROPEFZ71E5: �LEXURA�L 5TRE55, 2800 PSI; HUF2I�ONTAL 5HE,4R 57R�55, 285 PSI; MODULUS C?� �LA.aTIGITY, 2,040,000 P5(; GOMPRE5510N PARALL�L T� C R,41 N, 3000 P51. STRUG7UR,4L WOOP FR,�tMING ASS�MBLIES: A. ALL EXTERIOR W,4LL5/ SUR�f�GES SH,hl�L B� SHEATHED WITH PLYWOOl� OR 458, TYF'IGrAL, Ut�O. (ANY PI�NEL IN GONT,4GT WITH THE EXTERI4R SHALL. BE EXT. .C-�Rl�DE). A B. Pt�NELS SHALL BE IDENTIPI�D Y�11TH THE GRADE-TfZt�DEM,a.RK O� THE ,hMERIG,�tN PLYWOC.3D A550GIf�TION AND 5Ff�4LL MEET THE R.�QUIR�MENTS �F U.S. PRQDUGT 5T,4ND�4RD i'S1, LATEST EDITIQt� �OR PLYWOOD ,TYPIGA�L ,4LL f�55EBML1E5. G. TYPIG,4L WOOD �RAMING ?�55EMBLfES: * LO?.i� BEARING WALLS: I. ,�tLL EXTERIQR W/�.LLS 5H?�LL BE ,4�a5EMBLED WITH 2X6 STUI�S ?�T 16" D.G. TO ,4 Mf�XIMUM HEIGHT C�� 12'-6", 2X6 STUD� ,gT 12" O.G. TG7 ,4 M�hXIMUM HEIC�HT 4F 14'-6°, ,4NR (2)-2X6 STUDS ,�T 16" O.G. TO ,4 MAXIMUM H�fCHT OF 16°-4", TYPIGP�L, UNO. (5TUD5 LUNGER THAI� 16'-O" 5H�4LL B� REPL,hGED W(TH I 3/4" X 5 I/2" LVL 5TUD5). 2. ALL INTERIC?R BE,�RIN� WALLS SHt�LL B� A55EMBL�D WITH 2Xb 5TUD5 ,4T !6" C7.G. WI I/2" PLYWCIQP OR 058, G7R 5J8" �YPBOARI� - 5T,4GC-��R �1�D JOINTS, AND �,45TE1� W/ 8d Kp.I L�'a OR �8 X I I/4" DRYW,4�L SGP.EWS ,4T 4" O.G. ALO�(C� ,4�L P,4NEL EDGES ANP AT q" O.G. ,4L(?NG ,4LL INTERMEDIATE SUPPt�i2T5; SUPPOi�T NOh IZtaNTAL JOINTS W/ V�tOOD BLOGKINC� - TYPIGf�L, U.N.�. 3. G,�rP W,4LL5 WITH ,� D4UBLE TQP PL,hTE INSTt�LLED TU PROVIDE O�fERLf�PPINGI INTERLC7GKINC GONNEG7IQ�! AT GOR�lERS ,�4N,D ,4T INTEF25�G714NS WfTH OTHEf2 PARTITION WA�LLS. !� O�/�RLAP IS NOT P05518LE, STR,4P TpP PL,4T�5 TOGETHER WITH M�TAL STFZ{�P TIES (aIMP50N 5T2�i2 OR EQUIV?.LENT). 4. �ABLE-�uD WALLS SHALL BE B,�LLd�N-�R?�MED TO THE BOTTOM 4F .1015TS C7R TRU5S�5. 5. �4T BE?�M BEf�RING LO�?�TIONS IN STUD WALLS; Pi2�VIDE MULTIP�E-STUD P?.GK k EQUAL TO WIDTH O� BE,4RING MEMB�R, UhtLESS NQTED OTH�RWIS�. 6. PROVIDE I/2" �XTERIOR P�YWOOD - 5T,4C�6ER EI�D .101NT5, �ND FA�STEN F'ER PLA�N i�OT�S; SUPPORT HORIZ4NTAL JOINTS W/ WC7t?D BL4GKING. - • NQN-BE,hRIN� Pf4RTITIG7N W,4LL5: I. INTERIOi� �ION-SEp.�'21t�C' PAtRTITl4h! W,4LL5 5Hr4LL BE 2X4 OR 2X6 5TUD5 AT 2fi�" L�.G. I^l1TFE 5I8" �YPB0,�12D, TYPIGAL, UNO. 2. G?�P W�4L�S WITH DOUBLE TOP PL/-�TE IN57ALLED T4 PRC7VIPE OYEfi'LP�PPINC/ INTERLOGK.INC� G4�lNEGTEDN ,4T G4R�lERS AND AT !�(T�RSEGTIONS WITH OTHER P,4RT1Ti4t� W,4LL5. IF OVERLAP 15 NOT P0551BL.E, 5TR,4P TOP PL,�TES TO�ETH�R WITH M�7f4L STRAP 71E5 (5{MPSON 5T2a2 OR �QUIV,4LEt�T). 3. PR�3V(DE (2) OR (3)-2Xb C7R 2X6 HEADERS OVEi2 ALL OF'Et�INC-�5 IN NG?N-B�ARI�l� F'ARTION W�4LLS, WIT�f (I)-2X4 OR (I)-2X6 TRIMMER ,41�D (I)-�X4 OR (I)-2X6 KIh�G STUD EAGH END, TYPIG,4L, UNO. 4. t�rT BEA�M B�A�RING LOG,4TION5 IN STUD W,4LL5; PROVID� MU�TIPLE-STUP PU5T5 EQUf�L T4 WIDTH 4F BEAt21N� MEMBER, UNLESS NOTEC> OTHERWISE. • FL�O}� GONSTRUGTION: i. It�TER14R 5UB-Fk.00R SYSTEM 5H,4LL, BE 3/4" T�6 PLYWOQD SUBFLOOR {�TURD-I-FLO��) - ST,�CC�ER �hiD JOINTS, GLUE 14ND F,�ST�N PER PI��N 1�QTE5 - TYPIG�4L, U.N.O. (It�ST,�LL SHEATHINC-� I�IITH LO�lC DIMEt�51C�N i'�RPENDIGUL,4R TO J415T5). 2. PRDYIDE 50LID BLOGKINC BETWEEN �LOC3R JUISTS AT /�LL BE,4RINC� LaGAT101�5. E3L4GKINC Mt�.T�RIAL 5H,4LL M,4TGH PLOOR �015T M,4TERIRL, • RC�OF GQN5TF2UGTIC?N: I. PROYID� 518" TNIGK P�P,4 PLYWOQD SH�,�THiNG Rr4TED 40120 - 57,4GG�R �hD J41NT5 ,4ND �,45TEN PER PL,4N NG7TE5; SUPPDRT FiORIZONTAL ,101t�T5 Wl PLY GLIPS OR WOOD BLQGKINC - TYPIG,4L, U.N.O. (INSTt�LL SHEt�THING WITH LONC DIMEt�510N PERPEND1GULlki2 T4 .1C715T5/ TRU55E5). 2. Pl�YWOOP SHE�THIN6 Si�A�LL 8E APPI�IED GQNTINUOUSLY OV�R TH� Pt�.iMAi?Y ROOF M�MBERS (J015T�'a OR TRU55E5) BELQV�! O�/�R-FRAM�D ?�RE?�5 TU PROVIC7E ,4C�EQU,4TE L,4TERAL 5T,4BI L I TY. 3. PRO�fIDE 51MP50t� H5 HiJRi21GANE GLIPS ,4T ALL ROOF �415T5/ Ti2U55E5 AT BEAf21h1G LOG�4TION5. �. Pi20ViDE 54LID BLOGKING BETWE�N R04F R,4FTER5, TRU55E5 At�I7 LA�DDER PRAMINC� ,4T ALL BE,4RING L4GATIONS. BLOGKIN� Mf�TER1,4L 5H,4LL M,47GH Rft�TER, TRU55 GH4RD 4R L14D1�ER �R,4MINC M,4TERIt�L. STRUGTUR,4L STEEL: ,�. STRUGTURAL STEEL �HALL BE DETA�ILED, FA�BRIGr4TED ANP EREGTED IN AGGORDA��lGE 3�tITH TH� L,4TEST R��UIREME�ITS O� THE f415G "MANUAL �F STEEL GONSTRU�TI�N" �4ND "SP�GI�IGATIONS At�J G4DE OF STt�.ND,4RD PR,4GTG�." �. A�L STf�UGTUI2AL ST�EL, I�1GLUD1 h� PL,aTES ?.Ni7 A�N�LES, 5H,4LL GONPORM TO ,45TM ?�36, EXGEF'i" 1^IiDE �LI�1�GE BEA�MS WHIGH 5H,4LL GL7N�OFZM TO ASTM aa2 i50 K51) ,4NL7 �XGEPT TUBE/ H55 GOLUi�tuS WHIGH 5H/�LL GC7NFORM TO ,�STM A�5C�0 (46 K51), CRA.DE B. THE LATEST EDITION� U� THESE REQUIREMENTS SHALL BE USED (STEEL SUPPLIER M,4Y OF'TION�LLY PROVIDE ,45TM t�572, GRADE 50). G. STRUGTURAL B�LTS ;JSED IN T�f� STEEL FRf�MING 5H,4LL B� A�325-i�, At�D INSTALLED TG7 ,4 MINiMUM "'SNUG" TI�HT GD�IDITI4N. ALL ,4NGNG7R BOL'i5 SHf�LL BE O� ?wSTM A3C7�1, fi�t�C� SOLTS S�+ALL E3E 3/4" �G UNL�SS �lOTED OTHERWI�E. D. STEEL BEAMS Ai�D GIRDERS SHALL BE SUPPOF2TEt� IN ,4 BEAM ON GOLUMN BEARIN� GO�iDITION. VERI�Y �IITH THE STRUGTi2�4� Et��INEER t�NY LOG,4TIOi� WHERE ,h GCaNTINU0U5 GOLUMi� WITH B�,4M SHEAR .T/�B GONNEGTIOt� 15 PR.E�ERRED. E. TYPIG,�tL �R,�MED B�,4M GO�INEGTI4t� SyALi� GON515T C7F PAIRS c�� 3/8" AN�LES WITH 57EEL BOLl"5 ANI� �HALL U5E THE M?�XIMUM 1�lJMBER OF BOLTS PER ?�15G "M?�NUt�L C?F STEEL GONSTRUGTIUN" T,48LE 11-�4 OF THE FRAMED B�fi.M GONNEGTIG71�5 SEGTION ,4t�PI�R A15G "51MPLE SHEAR GC�f�NEGTION N(ANUAL" WITH ,t4325-N BOLTS (G?R WELC7�D EQUI V,4LEf�T). �. STEEL BE,4M5 5H,4LL BE PRE-PUNGNEDl DRIL.L�D FOi? 2X TOP NAIL�R PL.ATE BOLTING, WH�RE TFfRU-BOLTS Ai°PE,4R I1� DET,41L5 OR PL�4N NOTES. G. /-�LL WELDING SHALL BE PERF4RMED BY ,4�t ,4W5 QU�tLI�I�D WELDEf2 GON�ORMIN� TO °�W5 STRUGTURA�. W�LtiING GODE" /�W5 I71.1, Lt�TEST EDITIOI�. H. MINIMUM W�Li�S TC.� E3E PER TH� ,�ISG TABLE J-2.4 BUT NOT LE55 THAN ,� 3116" GONTINUOUS �ILLET WELI7, UNLE55 NOTED OTFiERW15E. i. DEL14Y PIhINTiNC� WITHIN 3" DF THE �IELD WELPS UNTIL THE WELDS ARE GOMPL�TED. FI�LD W�Lt�S, SOL.T HEA�DS, NU75 ?�ND OTHER SUR�AGES TH,4T ,hRE NGT SHOP P,41KT�D, A5 WELL ,45 fiINISH�� DAM�4�ED RURIN .C� SHIPPIN� OR �REGTION, S�tA�L BE �IELD Pts.I�1TED PIREGTLY ,�t�T�R Ei?EGTION. J. STRUGTURf�L STEEL �UPPLIER SH,hLL FUF2N15H LIt�TELS F4R. THE vEh1EEFZ OPEI�IN.C�S� OR ,�5 SHOWN OTH�RWI�aE Oi� STRUGTURAL DR,4WING5. � OhE END CJF TH� LINTEL SHfi.LL B� Fi2EE TC7 MC;VE HORIZDI�TALLY (f�Ll�c?W FOR ELONGI�TIc7Nl S�►ORTENi�lG), TO BEAR tk MINIMUM OF 6" A�T Et�GH E1�I�. � K. THE STC7�1E �lEN��R SUPPORT, ,�4T TH� PIREPL/s.GE 5T4NE VENEER, SHr4L.L BE F'RC7VIDED t�5 FOLLOWS: � TH� GHIM�IEY �/�N�ER f�BO�/E THE ROO� 5H�,4TNIt�.C".� SHALL BE SUPPORTED BY �4 L4X6X3/8 STL. �i�CLE BC7LTED TC); lh HORIZ./ SLOPii�C LVL LEP,.C'�ER GUT INTO THE W/�LL WITH (3)-l6d N,41L5, GONNEGT STL. ,�N�LE TO LED�ER W/ 5/S° fi THRU-SC>LT5 ,4T 12" O.G. - THE YE1��ER 1�4Aia 15 NOW aUPPORT�D BY TH� GHIMt��Y`5 STUi� WA�LL. • TH� GHIMh1�Y'S STUD WA�1�L EITHER TR,4�15�Ef25 THE �OA�D TO THE FLOc,?R �i2,4MIN� BELDW OR IS GC7NTINUC7U5 TO ,4 GONGF�ETE 5UB-STRUGTURE B�LOW: •• I� THE FIREPLr�GE STOf�iE V�N�ER TERMINA�T�S, 4R 15 GC)NTINU�C? Tc? TNE �LODR �RA�MI�1� BELc�W; THE 5TO1�E Y��(EER 15 SUPPOF27�D ON AN LVL S�t�+M P,4GIG IN THE PLOOR PR.,hMIN� R�: PL�4N. •• FR,p+MI�h1GGSE�Lf?W: THE VE EER M?�Y BE SUPF'ORTED BY �4�L4X6X3l8 5T �,4NC�L.E BOLT�D TO; r4 LVL L.EDGER GUT INT4 THE �Ii2�PL�4GE FLUE STUD W?�LL. WITI-f (3)-16d N,�ILS, GONNEGT STL. ?��1�LE TQ LEDC�ER Wf �/8" 4� THRU-BOLTS AT 12" 4.G. - THE `✓Et���R LOAD N4W GONTIU�lES TO THE LE�/EL �URTHER. BELOW Y1�4 7HE 5ruo i�ALL. PROVipE Lvt� BLc�GKiN�, IN THE �l�OOR �RAMIUC, FRC7M THE STUD W,4L.L ABOV� TO TNE STUP WAL.L BELOW. GROUT: A. GROUT SHp.LL H1�VE A MINIMUM GOMPRE551VE STR�NC�TH O� 35Q0 P51 A�ND SHALL BE /� NON-5HR{�tK, �ION-METALLIG CROUT. B. �ROUT 5H?�LL B� PRG7V{DED: • BELU�^!/ BETWEEN GDLUMN Bl�aE PLATES AND GONGRETE SUPPQf?T. • BELC7W/ BETW�EN B�,4h�t BE�RIN� i�LftT�S A�NQ GONGRETE SUPPORT. GEN�RAL SPEGI�IGA710t�a: A�. IF G4�15TRUGTION ADJOINS f��! �X(STIN� STRUGTUR�; TH� GONT�:f�GTDR SHALL BE RE5PON51B'L� FC7R VERl�YING TNE DIMEN51QN5, �LE�lATlOhts, PR?�MI�1C, POUND,4TION ,4NCJ ANYTHIN6 ELS� TH,4T M,4Y ?�PFEGT THE WtaRK SHOWN �N TI�� STRUGTUR,4L PLf�NS. (UNQ�R PINNiNC, SHGRING ?.ND BR,4GINC O� Tf-tE EXISTING STRUGTURE SHALL BE THE SOLE RE5PON51BILITY O� THE GONTR,4GTOR). B. Ei�..r�i1�lEERS ,�GGEPTr:�NGE MUST BE SEGURED FOR ALL STRUGTURf�L 5UB5TITUTIG7N�. G. ,4LL MA50�1RY �hND STON� VENEER SH,hLL BE ,4TTt��NED TO THE WALLS PER THE GODE REQU I f2EM�NTS. D. GC?CJRDIN,4T� REQUIREMENTS POR MEGf�f�NIG,4U �LEGTRIG�L/ PLUMBINI� PENETR,4TlC3NS THRC�UGH STRUGTUf?AL E�EM�NTS WITH TH� STRUGTUR,�L ENC-�IN�ER. PRIDR T!J IN5T,4LL,4TION OP SUGH EQUIPMENT 4R OTHER (TEMS TO BE ,�TT,4GHED TO THE aTRUGTURE, THE GONi'R�4GTOR SH,Q�L AL5C7 C?BTAIN APPROV?.L �OR G4NNEGTIONa ,4ND SUPPORT. �C7NTRPrGTOR 5f�f�LL �URN15F} REQUIRED H,4NGER5, GONNEGTIONS, ETG. F��QUIRED �OR lNST,�LLATION O� SUGH IT�MS, UNLESS SPEGI�IGA�LL.Y t�OTEP �N PL,4N5. E. SUBMIT �aHOP ,4ND EREGTION DRAWINCS �OR IhLL STRUGTUR,4L aTEE�, MISG�LL,�1��OUS STEEL, p.ND STE�L D�GK TO STRUGTURAL Eh161NEER FDR R�VI�W PRIOR T4 F,�BRIG,4TI4N. T+�15 R�VIEW f5 FOR C-�ENER,4L GOMPL1,4t�GE WITH TH� INTENT O� ThiE STRUGTUR,4L DE51�t�. THE i�1,4NU�AGTURINC OR �AE3RlGATIt?N DF ANY ITEMS PkIOR TO WRITTEN R�VIEW OP THE SHOP DRAWIt�C�S WILL B� ,4T THE RISK OF THE GG�NTRAGTG7R. TH� EtRGHIT�GT ,4�lDlOR GC7NTR,4GTOR ,4R� RE�F'C7N51BL.E �C7R GHEGKII�G G2U/s.NTITl�S, PIME�l51QN5 /�ND GOC?RD11�,4TI0�! WITH OTHER TRf�DES. �. �l��l-STRUGTUR,4L EL�MEI�TS: ALL ELEME(�TS NOT SP�GfFIG?�LLY STRUGTUR,4L, SUGH A5 NON-BE?�RIt�G PART�TIONS ATTAGHEP TQ A�iD/C7R SUPPORTED BY Tf;E STRUGTURE 5H,4L� TAKE INTO ,4GGQUNT ,4NY D�PLEGTIONS ttiND OTHER STRUGTURAL MOY�MENT. C�. FIRE PROTEGTION: STRUGTUR,4L A�NP NOI�-STRUGTURA� ELEMEhlTS SHALL BE PRC7VIDE1� THE ?�DEQU?�TE FIi2E f'ROTEGTIQi�, PER GODE, POR THE TYP� O� �Oi�STRUGTION �PE�IFIED BY THE ,4R,GHITEGTURAL DR,4WINC5. #f. Ti�E STRUGTURA�L DRA�WIN�S ILLUSTR?�TE THE GDMPL�T�L? �TRUGTURE WITH ,�LL ELEMEI�TS IN THEIR �I�IAL P051TION5, SUPPORTED ?4Ni� Bi??�GED. THE GONTRAGTOR, IN THE PROPER 5EG2UE1vGE, SH,4L.L. PR4YIDE SHORINC ANP BR�4GIN.�".�, ,4NP t�EGE55,4i2Y PR�Gf�UTIUKS, ,45 MA�Y BE R�QUIREC> DURI�l� GC7�iSTR.UGTION TO f4GHI�VE THE FINA�L Gc�MPLETED STRUGTURE. G4NT,4GT ENGINEER �OR GONSUI_T/�TIt7N (NOT IN GQNTRI�GT) A�5 R�QUIRED. I. THE STRUGTUR1kL E�1�It�EER SHALL BE GOUTl�GTEC7 DUR.INC THE GDNSTRUGTION PHASE TO Mr4KE THE .108 51TE 4B5�RV?�TIONS NEGE55l�RY TO GONFIRM TH/�T THE GONSTRUGTION la PRC�GEEDINC� ,4GGORDII�C� TO THE PL,ANS ,4ND SPEGIFIGATIC7N5. JUB-51TE OBSER�IA�TIONS 5H�4�L �IOT �E GDN511�ERED GONSTRUGTION ,hPPRQV/�L5 (STRUGTUF2�4L ENCINEER SH?�LL. BE GOf�T�GTED BY THE ..r`-�EN�RAL GONTR?�GTOR AND NOT THE 5UB-GO�taULT,4NT5. CENER,4� GONR.I�GTOR 15 AL50 RE5PON51BLE FOR THE SIJB-GC��ISULT/�NT� WORK). J. ALL OM15510N5 OR i.�, 15GR�PANGIES BETWE�K VARIOUS ELEM�NTS OP THE W4RKIhl� �R EXISTING DRfi�WIN�S ,4ND10R SPEGIFIGATIQhiS, t�5 THEY M�4Y OGGUR, 5H/�LL BE BR4U�HT TO THE ATT�NTION OF TNE STRUGTUR,�L ENI�INE�R PI�.IG?R TO OR DURINC THE GONSTRUGTIt�1� WORK INV4L�'ED. RE1.�t�5E OF 7H�5� DR,4WIN�5 ANTIGIPATES G04PERA714i� ,41�D GONTINU�D GOMMUNlG�4TIUN BE7WEEN THE GONTR,aG70R, ?�RGF117EGT ,4ND ENCINEER TO PrZC�VIDE THE BEST P05518LE STRUGTURE, THESE DR,4WIN�a H,4VE BEEN PREF'?�RED FC?F2 THE US� OF f�t LIGENS�D G4NTRfi�GTOR, EXP�RIEt�GED WITH THE GONSTRUGTIO�I TEGN�IIQUES t�ND SY5TEM5 D�PlGT�D. SPEG I AL I NSPEGTI ONS: A. THE STRUGTUR,4L ENC-�INEER M?�Y MAKE PERIODIG 4B5�R�/?�TIONS DF Tf-EE GONaTRUGTION 51TE; �OR L7E7ERMIN,4TiON OP GENERR.�44L GONFORM,4N�E W1TH THE GQN57RUGTI4N DOGUM�hlTS. SUGH O�SEf?VATION VI51T5 SHf�LL 1�OT REPL,4GE THE 12EQUlRED INSP�GTIOt�S BY T�iE GO�lERNIN� �4UThfOf�iTIES OR SERV� A5 "SPEGIt�L INSPEGTIDNS" A5 MAY BE i2EQUIR�D BY SEGTION 17 C7F THE IBG. B. GONTRAGTUR SHf�,LL SUBMIT A� L15T OF SPEGIA� IN5PEG70R5 TH�4T HE INT�Ni�S TO U5E FOR T4�15 PRUJEGT, T4 THE E�1�I�I�ER �ND GOV�R.hIIN� ?.UTHORITiE�. 5UE3MIT AL�. IN�"aPEGTION REPDRTS AND T�ST R�5ULT5 T(� TH� SAtME GOt�TAGTS. G. TH� FOLLOI�^IING WORK SHA�LL. B� INSP�GTED BY A GERITI�IET� SP�GIAL INaPEGTOR, UNL�SS 5PEG1�lGALLY WA�IVEL7 E3Y 7HE BUILDINC O�FIGIAL, C?R OTHER �4V'ERNI�iC ,�,u-r+�ar i-►-Y: GC>NGRETE GOt�STRUGTIUN �FOR ,4NY NG�u-FOOTIN�. STRUGTUi2,4L GQNGRETE MEMBER WITFf r4 �'� MI?C TYPE ,�E34V� 2�00 P51). • PERIc:3DIG VERIFIGjhTIC7ht OF U5E OP REQUIRED L7E51C-�N t�ilX; INSPEGTIc�N t�i THE TIME �1��SH GONGR�TE 15 5�MPLED TG? �fhBRIGP�TE 5F'�GIM�NS FC?R TH� STRENCT}; TE5T5, P�R�ORM SLUMP ANI7 P�li? GUNTEh1T TE5T5 l�i�L� UETEi�,MINE ThtE TEMPERf�TUi� C�F GC7NGR�TE. 2. STE�L GC7N5TRUGfi{ON * A�LL WELDfN� SHA�L.L REGElYE GONTINUDUS SPEGI,4L INSPEGTIC7N EXGEPT WE�DIN� PC7N� IN �4N ,4PPRC?VED ��.BRIG,4TOR'S SHC�P 1N ,hGGORD,4I�GE WITH IBG S�GTION I"104.3. * THE SPEGIAI� !?°d5F'�GT4R NEEC7 t�OT BE G�'?�1TIh1UC)USLY PRESENT DURIN� THE WELPINC-� O� " HE FOLLC7WINC� IT�MS, PRC7YIRED THE M,�+T�RI,4L5 WELDIN� PRQG�DURE ?�NI7 QU�LIFIGA�TiONS UF WELDEkS t4RE VERI�IED PR{OR TC7 TF�E STA�i2T O� WC.�R.K; PERIDDIG I�15P�GTIC7N5 Afi�� M?,DE OF THR WORK. IN PRC?CRE55; ,4ND ,4 VISlJA�L INSPEGTIC.7h! OF �4LL W�I�PS 15 MAC�E PRIOR TC7 GOMPL�TION C7R PF214R TO SHIPM�NT: •• 51N�LE P,455 �ILL.�T W�LDS NOT EXG�EDINC 5/16" IN 51ZE. * PERICaPIG INSPEGT{DN C7� 7HE STEEL �R,�M�S SHALL. BE PER�ORM�D TO �/Ei�IFY C GOMPLIANGE WITH' THE DET,41L.5 SHUWN O�. THE f�PPRO�IEC� GONSTUGTION DOGUMENiS SUGH R5 Bi2AGINC�, STIF��h11NC-�, M�MB�R LOG,4TION5 At�D i''ROF'ER �4PPLIG?�TIUN UF ,�UINT QETAIL�"a AT G4NNEGTIONS. L�I,�T�R-PR4��Ih1�/ DBL I � BUILDING WRAP PER � I GONTR?.GTC7i�. � �IMET,4L L.t�TH W/ I NAILS/STf�PL�S PER � GONTRP.GT�fi�, � � � SGRATGH, �3ROWh1 � I FIN15H STUGGO G0,4T5 � �I II < � .� ,, �"',e� `,� / RE: PL,AN � \ �� � T.p.SL,hB � .� \ �LASHIN.C-a AND/OR �� PER GONTRAGTOf� � � FoUNDArION WEEP SGREED �� r�' � � � �� � ..� � � �� � � � � � � r� 4 9 d a EXT. �TUL7WALL Wl SH�ATHINC GOf�G. SLAB G7N C�R.ADE RE: F'l�,4N � 4 �.° q 4 d ' . 4 . . d . a . �� d ��� � . � �` �� � GOI�G. FNPN W,4Ll� R�: A�PPLGB'L.. SEGTION FOR RE I N�012G I NC� ( � � TY�'. �TUG�C� �T 1���.L. � i� �'��� �� ��i� �; ��� � �� �� � ���° t �'b ����� � � f � �i � ( i�^ ii 4..� 5'fRUGTURAL DE516N5 PG7 BOX 8�47 ,a.V4N, GO 81624 PH. �i"10-331-6�40 �,hX. I -8�8-3b2-4685 I NFOca bPSE.NET WWW.bPSE.NET THESE PLANS ANG� WRIT'fEN MATEFtIAL, HEREIN, ARE tNSTRUMENTS OF SERVIGE AND a� rf+e �o�Rrr o� b�, �c. rot�). �e oF ,�is r�rz�wiH� OR ANY INFORMATION GOhlTAINEL? WITFlIN; ON A PRt.�JEGT OTHER THAN INDtGATED IN THE TITLE BLOGi<, IS FROHIHITEI7 WITHUUT WRITfEN PERMi551CiN FRdM bPSE. bPSE 15 NOT RE5PON51BLE FOFZ EIZROR5 DUE TO SGALED PRAWIN6✓. REFER ANY QUESTlONS OR DiscrzE�artci�s Ta � �cioR TQ OR DURINE, �ONSTRUGTION. � � ••.r � � � � � -.-� � � �:... � �-- w �� � �� � �` � � � � � � � � � � �' � ___i � � � � � `� � � � � �-- � p r.... � '"" , --� � .;� � � V � � � � w � � �j � � � � � � � � !� V � � � W ? �� l�l! � W � � � � � 0��- 4 � t- I- � t� I- t�1 � � � � � �ii.� Q�.. � 0�.. Q A�.. � W � � � 10 Q 4 � W �W W � !li ' �� � � c(� � cf7 � �---�- (`� � CV � (y ll.i (�``y `L � � � O � o C1 tf� u� �U �p r- � O _ � cV N O ST�MP �o crc,� ca��,'�fl'�•••* � �'` . i : 7� 2 �'� o�%f,�fr� ,:,� �s �ai���G��,�, PROJEGi: I 1 �48 STR.T L77: 12I2t�ll RRW�1 BY: PUP °��T �+J� � a ( I � � • � " i �� n �� �� �� "C�" �rJdt�.�r �! �T�� � ' �i�u Na-r��= • �L�Vr4TCG7N5 i4RE BAS�D Gl�l DA�7UM 100'-C7" = UPP�R LEYEL. TOP 4F EXISTING GC�NGRET�, THlS �1�EV,�TION EQU.�LS THE ,4GTUf�1� SITE ELEV,4TION OF 8513.8' BASED ON THE SURVEY �XHIBIT i'L.AN PREPAf�ED BY GOf2E RANC�� SURVEYING, D,4T�L? �/812012. • �OOTINC E1.EV,�.TIONS SHOWN ,4RE BAS�D ON �INI�INC A�t�EQU,4TE 501L GC>NPITIONS !�5 I�ETAILED ItJ THE THE CEDTEGHNIG�4L, REi�Qi2T. iF THE PO4T{NC5 ,4fi2E LC7WEi�ED I�U� TQ 501L GQNI�ITI4NS, YERI�Y THE GN,4NG�5 WITH THE STRUGTUR?.L �NCIt�EER. • GC1NTi2,4GTOR 5HAL1. �C?LI.OW A�LL REG2UIREMENTS L15TED IN CEPTEGHNIG,�L R�PORT. FC70TINC BEARINC-a �I�EVA�TIDN SHA�LL B� 4"-O"' MIN. BELQW CR,4l��; C-�F2,4D� SHA�LL BE 6" MIN. SELC�W TGP t�F �OUND,4TION l�I�tl�L. + GQNGRETE �OUTIN65 ,�RE IC7° THIGK TYPIGAL U.N.Q. • GQNGRETE �OUNDA�TION WALLS ,hi�E 8" WI17E Ni''1G,4L U.N.O. �► C� INDIGAT�S GONGRETE �OOTINC; SPREA�R ,0.t�D/ QR 15C?Lf�TED. • � IN1�IGfi�T�S G4NGi2ETE �QUNR,hTIC?N W,hLL OR PIEi?. • ( XXXX"-XX" ) INDIG,4TEa TOP C�� GQNG. FC?OTING OR "i�l�-FOOT" ELE\(. • [?CXXX"-XX" ] INDIGATE5 TUP C�F GONG. FC?UNCi,4TiON W�LL OR PiER �LEV. • G4NGRETE SL�hB C�N CR,4D� 5H1hLL BE A 4" GQNGRETE SL,�B ON 6 mil V,4PC?R BARRI�R ON 4° GLE�tN GR,4VEL B,45E QN UND{STURBED Ci2�DE Di�, Gc�MPAG7�D aTi2UGTUR,4L �ILL PER C�EC?T�G#;NIG,4L �NGIN��12. R�INPORG� GUNG. 5L,4B WITH NUVC7ME5N 30C?, PIB�i2ME�H GQNGRET� SYSTEM THRDUC�HOUT SLAB. PRC7VIL�E 3/S" DEEP SAWN OR TROW�L.ED GONTi20L JQINTS firT 12'-C7" Mf�XIMUM 5i'A�GI�I..I"-� (14� 5Q FT.) E,4Gt-I W,4Y. 5E�4L JOIt�TS �LUSt� 1^IITH �LA5TC3M�RIG 5�,4L.,4NT. P1.,4G� GC7NGi�TE 5L148 C?N C�RAD�, ON 5Ti2UGTUi2?.L GC7MP',4GTED FILL C�R N?�TUi�.AL �R,4I7E A5 4�JTl.Ih1ED IN THE .C��Ui'EGFiNIG�4L REP�RT. * GOOi�,DIN,4TE THE Lt�G,4TION G7F UTILITY PEN�TF2�TIONS WITH MEGHf�NIG�tL.. PROVIDE ,4 I" THIGK VC7l17 FQRM M,4T�RIA�L ?wROUND MEGHANIGI�.L AT PC�UNDA�TION W,�LL PEN�TRATIONS. • A�T ?�LL WC7C?D 51LL �''LATES IN GONT�4GT YJITH G4IJTRE'i�: i'RO�/iR� "Ci?�EN" TREI�TLD WOOD 51LL PL?�TES C�N INSEGT fi�NL� M015TUR� aU8-51LL SHIEL.P IN BETWE�N GONGRET� ,4ND PL�TE. * GODRDiN,�'i� ,4LL DIMEN51C,�t�S �+NS? P�Tl�ILS YJITI; EXISTIhIG G4NDITIC�NS. + GUNTfZ,4GTOR �H,�LL GUORPlNA�TE �OUND?�TION PLAG�MENT WITH ,4N AP�'ROVED aITE PL,4N. PLAGEMENT INGLUC7�5 ORIENT�TIC?N 1NITHIN BUILDING ENV�LC)P�J SETBAGK A�ND VERIFIG�TIUt�/ SETTIN� QF �OUND,�TIQN WAL1. tiEICHT ELE�lATIONS W/ 1�,4TUM. * ,�4LL 51TE WA�LLS NQT SHOWN ON THIS PLAN SHP�LI� BE BUILT PER THE 51T� PL,4N ,4ND DET,41L9. �ITE Wf�LL.S 5N,4LL NOT B� GC?NNEGTED TU THE BUILi�INC UNLE55 OTH�RWiSE NQTED. • 7HE �N�I�IEER H�5 NOT SEEN �NG,4GE1� �OR GCONSTRUGTIDN �UP�RVI51�N C?� ,4NY KIND, �NI? ?�55UME5 NC7 RESf'C�NSIBLITY �Oi� THE GONSTRUGTI JN ME,4hC5, M�THOI75, T�GHNlG7UE5, SEQUENGE� ANQ PRC7GEI�URE�`✓-, C3R �C�R S,4�ETY PR�G�UTIONS r4ND PR4C�R,4M5 I1`�! GOt�N�GTIUN WITt� THE GONSTF2UGTIC,�N WC?RK. ((./ t T! - 1 V�RT t��NT GORN�K BAR) � 5TRIIGTURAl. D�alE►N5 r�a aox goo-r t�\/ON, GC3 8f620 PH. �irt0-33l-67�40 �AX. I -8f.�8-3b2-4685 INFOC�bPS�.NET WW!^l.bPSE.NET THE5E PLANS AND WRITTEN MATERtAL, IiEREiN, ARE INSTRUMENTS OF SERVIGE AND ARE Tt+E PR4PERTY QP bPSE, LLG. (bP5E). REUSE OF THIS DRRWIN6 pR ANY INFOi2MATI0iJ GONTAINEIi WITHIN; ON �4 PROJEGT OTHER ThfAN INDIGATED IN THE TITLE BLOGK, i5 PROHIBITED WITHOUT Y�2ITTEN PERMiSSIOhI PROM bPSE. bPSE {5 NdT RE5PON5ISLE FOR E12I20R5 QUE TO 5GALED i?RAWIN65. REFER Ah1Y QUE5TIONS OFt DISGREPAtJGiES TO bPSE PRIDR 70 OR pURIN6 tANSTRUGTION. � � �R � � � � � � � � � �� W �! � � �� �= �' d.1 r... �c ° � ■.■ � � � � � � � i � � � � 1�.i.1 ; � `�. �`�.. � J l � � � ��� ..... �.:.■ ---� � � � � V � � � � W �r � � � � � � _,_,� � � � F� � � � � } � � � � H � S�' w Q �~ ~ z � � � � U � } � tY tL' � Q � a °� w � � � � � � �p Q Q t� � � � � � � N � � � �y �� ,� � u.� i � 4 i � � °m � � � p � 4 - t.} �1 � 5'�'r�+41`�IC' ca'�y �� �'���� . 7� � . �,'� �b�`25�?2 r �w .• � O�� �A1��� � PROJ�GT: i f48 ST3�T D7. 12/2Q I I L�f2WN 8Y: PUP ��� �� '�� s i ����� ����� O 2' 4' . 8' SG,�J��. 114�� = � �_t7�� NQT��: n�1 Z � \ • ELEYt4TIC?N5 A�RE BI�SED ON D?�TUM IC�c�'-O" = UPi'ER L�Y�L TOP OF EXISTINC G4NGR�TE. TI-!15 �LEVA�TION EQUAL,S Tf-iE AGTUrhL -�.,.�' ITE �LEY,4TI4N O� 8�13.8' BAS�D t�N TH� SURVEY �XHIBIT PLA�N PREP,4i?ED BY CC?i2� fi?ANG� SURVEYlNC�, D?�TED a/&12012. « ❑ INDfG�T�� GC))L,UMN DC?WN JR THRU FRt�,MING; tTMR> INDIGATES TRIMMER STUR, {ICNG} INPIG,4TE5 IGINC STUP. • ■ INL�IG�MTES GOLUMN UP FRC?M FRA�MIN� c;)R STUB GC�LUMi�. • � I�l1�fG,4TE5 EX15TIN� EXT�RIOF2 W,ztLL Of2 INT�i210R B�,4i21h1G (C?R SH�Ai�) W,4LL, FLOt�R JQ15T SE,4RING LUGATI4N5 SH�LL LINE UP WITF+ STUDS BELG7W. + C� It�D{Gr4TE5 EXiSTING INT�i�IOR NC.�N-B�A.RINC P,4RTITIUN W,4LL. B�LDW; LOG,4TE PER �XI�TINC'-� GC?NDITiONS. • (� INDIGATES EX15TING Gc�NGRETE FOUNDt�TION W?�Ll� C.>R PI�R. � ,�LL !^1C�OD SIL1. PL,4TE5 IN Gt�h1Tf4GT Y�tITH GCJNGR�TE; PRCVIDE "Gi2EEN" TR�,4T�I'J WQDD 51LL. P1.,4TE5 DN INSEGT ANI� MOESTURE 5UB-5{LL S�ilEL1� IN B�TWEEN G4NGRETE �ND PLt4T�. • ^� XXXX"-XX" � INDIG,�TES TUP D� BE,4M ELEVATION. • TYPIG�L MINIi�IUM N,41LIN� SHALL SE PROVIDED, WITH GOMMON N,41L5, ,�.GGORDIN� TO TH� ,2C70�i iBG �ASTENING SGHEDUL� (T,�4SL.E 23G74.q.1). • V�RI�Y PLAT� t�EIGHT EL�VASTI4N5 W1 �XSTINC GONDITIONS. « �XTERIC?R +��l�ii�RS: (3)-2X8 lNl CI)-2X6 TRIMMEi2 AND (i}-KCNC �TUD TO A MAX SP.hN C?F 3'-6"'; (�)-�XI2 W/ (2)-2.X6 TR1trIMER� �4Ni? (C)-KlNC-7 STUD T4 �h Mr4X 5PA1� O� 6'-G7°, TYPIG,�L, U.N.G?. (AL� HE,hDERS SHf�LL B� BUII�T t?UT TQ � lf2" UR 3 Il2" W1DTf; BY' t�DIaINC PLYWC�OD 5HIM5 AS R�G2UiRED). + A�L�. EXTERIC7R WAL�S 9HP�LL BE GQNSTRUGTED C.�F 2�56 5TUD5 5P,4G�D ,4T 16" D.G., TYPIG,�tL, U.hl.4. (RE: STRUG?UR,4L CENER.rhL NC?T�5) W/ I/2° �XTERIOR PLYWOOD, EXP�SURE l, 24/16 ,��',4 R,�TED - STA�.C".-aGER �NI� JUINTS, ,�rND Pi45TEN SN1 8d NAILS AT &" O.G. ALQNG 14LL f'ANEI� ED��S ANL� f�+T 12" Ca.G. A�LQNC �Ll. INTERM�DI,o.`iE �UPPC,�RTS; 5UPP4RT HORI�4NT?�L �1C�INTS Wf WC?QT? BLC7GKiNC. - � ,4LL RC>U�! �LODi2 J015T5 SH�LL. �H,4LL. BE �LIGN�I� T4 BEAi2 WITHIN �F" O� Wf�LL STUDS S�L.4W (PRE��R,4BL.Y ,hLIGN�I� DIR,�GTLY I�BOVE W,4LL �TU1�5 B�l.OW). • ,4LL WALI�S 5H,4L.l. M,�tVE GONTiNU0U5 9TUD5 FR4M FLDOR TO ROOP iINGLUDINC R,4K� Wt�Ll.S). 5TUD5 LONGER THAN Ib'-O° SH,b.LL BE F:EF'I.A�GED WITH i 314" X� 112" LVL 5TUD5 . • RE: WINDt�W M,4NUP�GTUR�i2 PC7R 51ZE AND LUG,�TIC7N Q� i?OU,.r"�H CaP�NIN�S IN STUi7 WALLS, • INTERIC7i2 STRUG7UR�tL GOL.UMNS SHf�LL BE (�)-2X6 MINlMUM, TYPIGAL, U.N.U. � MINlMUM 5(JPPC?RT ,4T 6X ,4ND LA�'.CEi2 B�.�tMS 5H,4LL B� i41-2X6 GOLUMN, TYPlG,4L. U.N.O. * 5T�4(R H�,4L7�'.007M GLEf�R�4NGE, FROI�I TCiE G>� TRE�D; SHALL BE NO L�SS TH,4N 6'-8", PER Gc�DE REQUIi2�MENTS. • R�: GC7NTR?�GTOR F(:i� t;�4NDi�,,41L ,4ND STA�Ii� �R,�tMING. • GONGRET� 5LA8 QN GRAsL7� SH,aLL BE A� 4" GOh1GR�TE 5L,4�3 ON 6 mfl �fAP4R B,a.Ri21ER ON �'" GLEAN GR�4VEL B�45E ON UNDi5TUf2BEq �R,ADE OR GOMPt�rGT�D STRUGTUR?�L �ILL P�i2 �EUTEGHNIG,4L. �NGI�iE�R. REIN�Ofi2G� GONG, SLAB WITH NOVOM�SH �00, �IBERM�SH GONGR�T� SYSTEM THROUC-�HOUT SLAB. PRt��/ID� 3/8° D��i' SAWN OR TRc?WELED GC.�NTROL JQINTS ,deT 12'-Q" M/-�XIMUM 5P,4GINC (144 SQ FT.) EI�GN Wl�Y. S�f�L JOINTS �LUSH WITH EL,�iST01�'I�%'.IG a�,41,.r4NT. PLAGE GUNGRET� SL�B Ol�! GRr4DE, ON STRUGTUR�4L GOMPt�GT�D �ILL OR N,4TUR?�L CR.A�DE ,45 t�UTLI1V�C> IN THE CEOTEGHNIG?�l� REPC,?RT. • G40RDIN,4TE TH� LC?G,4TION 4� UTILITY PENETi��hTlt7N5 WITH MEGHANlG�4L. PRC?�IID� ,4 I° THIGK �/C71D FU�.M M,4T�R1f�L tkROUND MEGH�4hl1G�tL aT �4UND,4TION WALI� PEN�TR,hTIONS. • GQOi2I�IN,�TE ,4LL L7lM�N�ICC�NS ,4NI7 i7�T,411.5 WITH �X15TIN.C� GQNDITIC7NS. « THE �N�iNE�}2 HA� NC7T BEEN ENGP.C�1� �C?R Gc7NSTRUGi10N SUf'ERV1510N O� �4NY KINI�, ,hND ,4�SUM�� NQ RE5PQN518LITY FC7R TNE GC7N5Ti2UGTIQN MEANS, M�THODS, T�GHNIQUES, 5EG2UENG�S AND PRt�G�L7UR�5, 4i2 POR af��ETY PR��,4UTIONS ,4ND PROCR�MS IN Gc�NN��TiC7N WIT+� THE GC?t�STRUGTiC+N WORK. H554X4 GOL i?Y�lN (4)-2X6 �OL-UP V�F�NEW 4 5L,48 QN C�R,�DE W/ �IB�i2ME5H i2E: �NDN F'LAN - '--� � ---..- a8`-I P" T.U. NEI�I 5L,4B (4}-2X6 GC7L-UP ` +. ' . � . . i �{'.,; �.. . .. . .. . ... ... . .. . . • _ � . . . .. . . . . � � (8�-2X6 GC7LUMN -TC�T,4L- Wl' �XSTNC-� IOC?'-O" � T.Q. EXSTNC� PLYWD (4}-2X6 G4L-UP til N�� �ct�U�l� z��� ���p xz�z .�0�� (U � - X O wm � 0 p� � t- N lg)-2x� GOLUMhI -TOTAL- W/ �XSTNG � ,.; { I I' �:'� I�, . � :� I�.� :I �•��.: . .. .. .. .. .��r �� : � _.. �:n._. . ......� �. ,. . r— .� ...�:� r ... ' • .. � . . .� �: i'. � �. . .. : _.. �..r,��.�� ! ��: -h.: � _... �_.. _._ h '.i • .;'.. ' �,�_�`� .r .1q•, ' 4 — G — �' 4'�' -^^^--v—..{♦ +�ir'�: } •.,• . _.____. ,:� .. . � ;`:� I�::. �������A � � ��� i � : 3:.. . II � I '� � I ��^.��i.�� j�;��� t' I � `�� � ( � � �-:: ( I �' � ::.� �/ ...., l I ,:. ��"� : � ( � •� I ( ���i� �� ���� �� � � �� � � I���' 1 ( � )� ���P �;,.� / ��'� I I � �.: (�..�: I I � �° � :.... � i4)-2Xb �� y. 1 G�L-UP . �:, � I I �{. I ( k�� � k. . I( _ _ � ...,-..,-. f `J.: <.. - :•, . . . ---- --�—� .—�--1 ., 1 'y., : ,y. tt . 'd' 4 � �'• ' — �.J ST�UG'ttJRAL DE516N5 �o �ox �oo-r r4VON, GO 81L 20 PH. q70-33i--674C? P,4X. I -888-362-46£�5 IN�Oc�bP5E.1��T WWl^I.bPSE.�1�T TIiE5E PLANS ANU WRITI'EN M�hTEt21AL, HEREIN. At� IN5TRUMENTS D� SERViGE ANT� ARE THE PROPERTY OP bPSE, LLG. ibt'SE). REUSE C?F TtilS iiWaWIN6 OR ANY INF012MATION GON?ftiNED WITHIN; OM ft PROJEGT OTHEf2 TH�4N INDIGATES7 IN THE Tk7LE SLOGtC, IS PROHISITED WITHOUT V�ITfEN PERMIS510N PROM bPSE, bPSE t5 hIOT i2E5PON51BLE FOR ERRORS DUE Td SGA�L.ED DRAWIN65. REFER P�NY G2UE5TIDNS OF2 I715GREPANGIES TO bPSE PRIOR TO OR DURfN6 GL?NSTRUGTtON. � � �� � � � � � � � � �:.. � �-` � �� � �� � '�- � � � � � � � � � � � � � w ��,.� � �� � � � � r-- � p �.... � � � � � � � V � � � � w � � � � � � � � � � � !�■ � � � W } � � O�G H � � �' W O H H � � N � � � � � � � n � a � ��' ` tX tl�' ix I� _ � � O O 4 � Q Q Q Q �� � � � � � � N #-�-� � � � � � � �� N M � � � m � a� � � o_vc� � 5TA►MP ��,o�'°�'.��� c, ,,�""' 794 ' s : ��, o�/"zs/rz ;�w .-�"� �sS ��L�'��� PROJEGT: i 1�48 STRT T�T: 12/2Q11 DR.WN BY: PUP 5#�ET �� �� . �� � � �. � / � � \ � ` �' C] 2' 4' 8' �Gr�L.�; �/4u = I �-C7u Nc�T��: • 1NT�RIQR FLQC7i� 5Y5TEM SH,�LL E3� 3I4" T&C� F'LYW001� SUBPLOOR, EXP05URE I, 2�F" ,4P,4 i�,4?'EP - STAC�GER ENI� .lt�I�iTS, CLUE ,�t�D �t�5i`EN Wf IC>d N?�ILS ?�T 6° O.G. ,4LC�NG �LL P,�tN�L �I?��5 ,t4ND ,4T 12" O.G. A�LONC ALL. INT�RM�PIA'iE 5Ufi'PQRTS - ON II 7lg" FL�G>R .IC71aT5, F2E: PLA�N �C?R 5Ei21�5 ,�NI? SP,hG1N�, TYPIG�.L, U.N.C>. • "BGI° IND1��4TE5: BUIt�T-UP "1"-SEGTfUM FL4C�i2 J415T A5 M,4NU��tGTUR�D BY BC?15� G�45GA�PE GC?RPORATlC,�1�1. ,4LTERNfirTIVES 5H/�LL H,�+V� THE S�tME OR �RE�4T�R G,4P.4GITI�S �ND 5H,4LL BE RErltEWED BY TN� STRUGTURAL �NGIN�Ei2 �� R�GORD, i-RIOR TO INSTtkLL,4TION. • ❑ IN1�IG,4TE5 GC7LUMN DOWN Oi2 THRU FRt�MIN�; <TMR> It��IG,4TE5 TRIMMEfi2 STUD, <lGNC> IN1�IG,4TE5 KINC STUD. * � 1NDIG,4TE� GQLUMN UP �ROM �R�=tMINC� OR SfiUB GQLUMN. • � INDIGA�TES EXTER1C7i�, Y�I�LL 4R INT�RIOR BEARINC-� (4R SHEAi2) WALL; FLC�G7i2 JG}15T BEARING LOG,4TIl.�N� 5f;,4L1� LIN� UP WITH STUDS BELOW. • C� IN1�IGr�T�S EXISTING iNT�RIOR NC7N-8�,4i2fN� P�t�TITION W,4LL S�LC�W; LDG�4T� i'ER EXISTINC G4NDiTIONS. « � INDIG,4TE5 NEW INTERIO� 1�ON-BE!'rRINC� i�,4�:TlTID�! !^I,4LL L��LOl�i; LQGATE P�R Ai2GH t�WC 5/ GDNTRAGTC7R. * INt71GATE5 AR�A UP NEW �LC34R �RAMINC. + fi�Ll� Wt�01� 51LL PLA�TES IN GONT,�GT WITH GONGR�TE; PRQYIt�� "G�:�EN" TRE,4TEC% Wt�OD �ILL. P1.?�T�S ON INSEGT AND MOISTURE 5UB-51LL SHI�L1� ►N B�TW��N GOUGRETE ?�ND PL?�TE. • � XXXX"-XX° ^� INL71Gr4TE� TQP O� SE,�M ELEV,4TION. * LVL INPIG,�T�S: L,4MIN,4T�1� YENEEl2 LUMB�R BEAsM ,h5 h+t,hNU�,4GTiJRED BY BOIS� G?�SGADE GC?RPCiR.f�TIQN. • HANC TIMB�Rt LVL B�,hMa �ROM TIMBEi�! LVL/ STL. BEAMS ,�ND LEDCERS WITH 51MP5DN �IU(5)-TF C�R HUI-TF 1 HWU TOP �L,4NCE BEAM HAGNGER.S, 7YPIG1��, U,N.C?. * H,4NC JC715T5 FROM � FLUSH ^� BEP~M5 AND LEDC�RS WITH 51MP50N ITT TC2P �LANGE H?�NGEi25 (51h�tP5G>N M1T HAN�ERS ?.T C,hfi�GE), iYPIG,4�., U.N.C,�. • TYPIG?tiL. MIN{MUM NA�II�It�G 5N?�LL �E PRC7�fIDED, W{TH GC.�MMQN N,41L5, ?�GGORDING TO TH� 2Q0�1 IBG F?�ST�NING 1GHEDULE iT,4BLE 2304.�f.1). * V�RI�Y PL,?.T� HEIC#�T �LEV�TIQNS WI EXISTINC GC7NL�ITIc�NS. • EXTERIQR �IEAPERS: (3)-2?C8 W! �I)-2Xb Ti21MMEfi�. A�ND (I)°KING STUI? TC� A M,4X 5i'�4N C�F 4"-3"; (3)-2XI2 W/ (2)-2Y,C� TRIMM�%25 ,A�li� (I)-KI'�C STUP TO A MAX 5P,4N D� b'-O", TYPIG,4�., U.N.C7. (f,LL t;�,4i3ER� SHf�LL S� BUfLT C,�UT TO 5 U2" C�R 3 If2" V�tIDTH BY A�DDINC.� PLYWQOD SHIMS ,45 R�G2UlR�D). • �LL EXT�RIOR Wl�LLS 5H�4LL S� GON�TRUGTED C7F 2Xb 5TUD5 5f',4GED ,4T 16" C�.G., TYPIG,4l., U.N.C�. (R�: STRUG7UR,4L GEN�i2,4L NC�T�S) W/ 112" EXTEt21Qi2 PLYWOOD, EXPGSURE I, 24/16 ,�.F'r�t i?RTEi? - STACCE�'. ENI� JUINTS, ,4NI7 P,45TEN W/ 8d N,41L5 ,4T 6" t�.G. ,4�QNC ,4LL P,4N�L EDG�S ANI� ,d.T 12" U.G. AL4NG t�LL INT�RMEDIt�T� SUPPQRTS; aUPPC�RT HORIZ�h1T,�4L �C.�INTS !^If Wc?C?i� BLUGKING. - c • RLL ROO�I FLOOR .1015TS SHALL SNA�LL BE RLICN�I? TD 8��4�: WITNIN 4° OF W�4LL STUDS BE�QW (PREFERt�BI.Y �LI�i��D DIREG7LY ,hBQVE WA1.L. STUt�S B�LOW). * �LL 1�lAL�� SH,a.L.L H?�YE GONTINUC?U5 5TUP5 �RC)M �LOOR Tc� ROO� (INGLUT?IN� i?,hK� WA�LLS). 5TUD5 LQNGER THt�t�l Ila'-O" SH,�LL BE i2�f'L.�hGET? 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WRITT�N MATERIAL, IiE�IN, AtiF INSTRUMENTS QF 5Ef2VIGE RND Af2E 7HE PRDPERTY OF 6P5E, LI.G. (bPS�). REU�E OF THIS Dl2AWIN6 OR ANY fNPORMATION C.ONTAINED WITHIN; ON A PRt7JEG7 OTHER THAN INDtGATEp IN THE T1TLE BLOCiC, IS i'ROHIBI'f�D YJIT+iOUT Y^�?ITfEN PERMI5510N PROM bPSE. bFSE 15 NOT RE5PON518LE Pf�i2 ERROR5 DUE TO SGALED 17RAY�IN65. REFER ANY QUESTIDNS 012 DISGREPANGIES TO bPSE PRtOR 7Q DR DURItJ6 t:QNSTRUGTION. � � �� � � v � � � � �.{.� /:.... � �--- � ' � � � � � �' � � �`� i �!1 � v � � � � � �� ��"� � �w � � � � ��� r..� � � � � � � � V � � �, � w � � � w' / � � � � � ! � � !�■ � � � � > W � � } F � � � O t j't � ►- z a � \!J � � v � > ,�� � a Q Q � W �� u�.. lai. 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Cc�ORpiNAt� �.00.4t(Ol�l W(t+� C��N�iv4� �Ol*1"iR�4CtOR, �'YP. /�IR Y�hl�' � 1-41C-�N PG711�11' SHUl"-� 1�ALY�6. 5�E i-3QIL.ER i�IPfNCs SGH�M'AiIC �4R COi�i�`INU.4i'ION. �ACH Zt'?NE 7C� 1-�,t�V� U�1�ICAi`�D RE�'l�Ri�l P�PE i'N,41' la NOME-RUN SAGK t4 M�cN RM. S�tfi�i��.Y c�4N 8� t►�p 1�0 `-B�4LANCINC� Y,4�V��a IN�C�C�R�4� G4MMC��1 SUPP�'t' PfPE Ofiz NOM�-R TO M,4NI�QLi� W{tN It�l�"�C�R.�1� ��.4�tJ MET�i� FOR �ACI-I L�JUP. �3A�.�41`*!C� i'O GrtPM/LOUfi- SNOU,�I IN RApiAi�� zot�� �c�+�i��11��, SN��t M1.r�. ��� C ��� ��� f ��� � ������� � � � 1�� 5G�4}�� `��� z �,�.. . __ _. . __. �"t' �.G, ��J 24 G�,4. CUi"'�'�R ROC� JACK UJI 6 "` �LANC�� �3Y M.C., S�7' IN P�,4SiIC CEMENt i31' �.c. #�li�� BY M.C, 24 C�x,4, C4PPE� Si'ORM COLI�Ai� BY M.G,, CL.4MP IN PL,4CE � C.AUl�K W�,4T1-I�Rt IC�1-�T. �INI�NEp ROUF ��L1"� B't' G�,G. aO�t7�R�P �Afi=' SEAM �«� s���v� � C,4ULi<INC� 81r' M.C. TE: c..v4R'D i2oo� PENE�"RAtloi*! UJit{-# ROG�It�lG�s GOt�ftRAGi'OR �� ��� � �� I I � � � �� � 1 `�.�� �l.�i��� ���� �� � `�� ���� � �I �l �����f—'c� � � 1�[O SCAJ�� � NU �G�4�.� UTAI.L »2 �� MAX. � �. � . ;� �f _i� � . . '�r � .�� � a o �� _x, � �,����; � �� �c��� _ .�s ' •+I" �—♦ �" ��V��--'` �c�u��r����r ��� ��� ---� actu �ROr� ��rsr��� r���+� RC70h'I �. ,�,� �'OP C�F GRI�L� 't0 N,4Y� ,4 At�ROX. MINIMUM OF 24 5QU,4R� i1�tGHEB OF �i�E AR�,A �'ER �.INEAi� �C7Di C� �Il*1N�D T�IG�3� ��.�M�NT. � '� - ��Z �� M�4X, �T�-1 �INN�1� TU�3� ��.�M�NT. _„------- �-3t�AGK�'i i'D Sll�'fi�OR7 �T� - i. aP�r�irt� ,at �a�r�rc�r� c� �t*IC�,O�UR� �"O NAV� ,cL MIh11MLlM C�F 2�F SQUARE INGN�S C7F �R�� ,�R�A f��R L.IN�,4i� �40T O� FINhI�D 'TU�3� E�.�M�NT. � :.� :.�•"'� • "' j__ � • • _ __ " M�NI�AL ,4 f iZ V�N1' �4t NiC�, �"C:? I1`�l`r'. � ��5 � �3�4L14NGING-z/�n,� � ti.� � x,�� X� �\r/ 1� f�.�l—S�.+r� �/ V�4�� 1 1�. u��roM ��c�.��u� NUi' c��� V,�L V� �..� � ! .... � 1 11r/ 1 ir V� le l^'1�...1.� �i,�r�/���.ri�� �iMf gFr u���r�. 2. 5EE MECI-1,41�!(G,4L �'LAN�a �G>i� �oc,��r�a�� �a�t� ����t+�� O� �,�45��C7,4Rt�, 3. ��� M�GN,�41�1(GA�. PL�4t�l� �Oi� P! PE F20Ut ING�s f NFORM,4i' f ON. _ _. ir � �'�ir► � L "�r` � "� "� �► _ _ __ _ _ _ _ - � � . � il� � � � , �4 �� : i � u.. . I � � �., � • 1 ► 4 i'� ,� � � � . ` � ` i '� �� '� ' r � � �► �� i1. � . S i �. � � � �.��� . r }�. i� � � J �... � � � � � � � . �; �' • . '�` r � � � �� w r � i i r � • � � `������ � : r� •�"'* � • ���C���� � j —����11� �_����1� —_ ���. �___ —����� ��_—��� ��� ��I� —__�1_ �_����� �=; �_— —_ ��� —�—�— . . , iu _ �r' � r�'� _ 4 w' . :. I' �'�! . ?"- . :'� :. i "' � ua � Z W W � O QC � a � � � � � � � � � � � t-1 � � � z� _ ca �- � � � t� 4 � � �� a 0� O� �- a �� 4 ti1 � � tGt � �4 � � 0 � �� �o �� �� �� �� ��� � C1 � �� � ��lt.t �� � u� _� �- �� � �' �� �� � � W � �- �� � �� � � a �� � a� � �� �a �� � �- � �fl �- �� �� � ut �� � zw� �-- �y - ��� c��3W z��z � � iF�i �wi� ��� ��� 0 � ���i �w�' � Z = �ZIX K[ tU }- _��. • � � � � �� , SEQLT]�N�� OF �JPE�;ATItJN 1. B-1 Boiler a. �ailer shall be contralled by integrated Lochinvar controls. b. Boilex sha11 maintain HWS setpaint at aquastat A1. HWS setpaint shall be reset based on outdoor temperatures {140°F @-20°F ta I10°F @ 70°F) c. Upan a ca11 for domestic hot water heating at aquastat A2, boiler HV�S setpoint shall be ramped up ta 160°F, d. P-1 bailer pump sha11 run whenever boiier is called ia fre. 2. W�I-1 Indirect 'VVater Heater a. Upon a call for heat7ng from aquastat A2, P-2 water heater pump shali start. b. Bozier HWS setpoint sha11 be x�mped up to 160°F, c. F-5 domestic hot water recirculaiion pump shall be controlled by integral timer & aquastat. Provide a manual shut-off switch for unoccupied periads. 3. 8a�ebaard a. Upan a call for heating from wall mounted thermastat, P-3 basebaard pump shall siart and assaciated two-way control valve shall c�pen. 4. Radiant Floar a. Upon a call for heating from wa11 moun,ted thermostat, p-4 radiant purnp shall start. b. TMV-1 thermostatic mixing valve shail be set for 130°F. 5. �ans �. EF-1 bath e�aust fans sha11 be cantrolled by a separate onloif wall switch. b. SF-1 mechazucai roam supply fan shall be controlled by a Iine voltage, wall mounted cooling thermastai. ��E� C��L SPECI�i�AZ�CJ NS General 1. Immedi�tely notify the En�ineer of any discrepancies. 2. Do not scale drawings. Verify dimensions in field prior to cammencement of work. �. It sha11 be assumed that all subcontractors a�re experienced and thoroughly knowledgeable in r their respective areas of'the construction industry and shall perform in a responsible manner in an appro�riate construction sequence. 4. Ifi is the ir�ient of these drawings and specifications to establish a standard of quality. The Engzneer reserves the right to tal�e exceptians to approve methods and materials nat reflected h�rein. S. Wark shall be performed in a workmanlike manner to the satisfaction of the Architect, Engii�eer & Qwner. G. Labor, maieriais, and equipment shall conform to the latest applicable editions of local, State of Colorado, at�d National Cades and ordinances. If conflict between those publications exists, the most stringent requiremeni shall apply. 7. Provide record drawings to architect. Drawings sha11 include all addendum items, change orders, alteratians, re-rautings, etc. 8. The drawings show the inten� of the mechanical systerns but da not show a11 details required. It is t�e responsibility of the Contractors to install complete & operable systems, which Conform to the manufacturers' installations inst�ructians & industry standards, 9. Systems shall be tested far proper aperation. If tests shaw work is defective, Contractar shall make carrectians necessary at no cost to Owner. 10. Systems shall be professianally labeled. Piping shall be labeled with color coded commercial grade labels indicating piping ser�c,ice and flow direction. Equipment, pumps a.nd valves shall be Iabeled wiih �ngraved plastzc or metal tags and an equipment/valve schedule shall be provided and mounted on the mechanical room wali. Equipment labels shalt follaw the same noznenclature as the mechanical drawings, 11. Coordinate archiiectural, structural, electrical, landscaping, fire protectian, and interior design drawings with mechanical drawings pric�r �o installation. 12. Offset pip;�g, ductwork, etc. as necessary to accommodate structure, beams, columns, and existing equipment. 13• Iz� as much as design for �emodel, renovation andlor rehabil'ztation requires that certain assumptions be made regarding existing canditions and because some of these assumptions cannat be verified without des�roying otherwise adequate or serviceable portions ofthe build'zng, the Engineer cannoi assure the �Jwner or the Contractor that the professional consulting serviees herein encompass aIl contingencies, Field coordination during construction is imperative. Contra�tors bidding this work must make reasonable allawances for uz7s�en conditions an;d shauld include associated allowances in their bids nated as such. 14, Field verify Iocations of a11 exisiing piping, equiPment, ductwork, etc. 15. ItIew hat and cold water branches to be rQUted from nearest hot water and c�1d water af line size equal to ar greater than new branch - typical. Electrical 16. Contractor must car�iully verify electrical service voltage and phase available befare ordering any equipment. 17. I"he following are to be furnished bv MC anc� wired b EC : equipment motars, magnetic starters, line volfiage thermostafis, factory disconnect switches (if specified as part af factary wixed equipment) resistance heaters, fre and smoke detectors. 1 g• '�'�e fol�au'In� a�'e to be furnished and wired by EC• disconnect switches, thermal overload sw�tchcs, m�nual operating switches and contactars. I9• 'T�e follc�wing are to be furnished and �vired by MC• Iow voltage thermasiats, eontrol irans%rmers, co�irol relays, control panels, motorized valves, motorized dampers, pilot lights, multi-s�eed s��ritches and interlacks. Shap Drawin�s 20. Submzt entir� HVAC shop drau,irig submittal �ata at one tizne. Submitial to be bound in three-ring binders, indexed in a neat and orderly manner. Partial submittals wi11 nat be accepted. Submittals shall include, but not be limited to: equipment, fixtures, insulation, diffusers, fans, piping, valves and rooftap units. Insulation 21. Insulate all new domestic hot water piping with yz'° clased cell fo�m insulation, tTL rated, AP Armaflex or equivalent. 22. Insulatian for all types of piping shall be carried full size through pipe hangers. 23. Internaily line all new rectangular ductwork (uniess noted otherwise) with 112'" thick, 2.0 PCF, U.L. rated, glass �iber insulation with a continuous vapor barrier, P�Pzn� 24. Waste & Vent: piping shall be Schedule 40 PVG-DWV plastic pipe and �itings (ASTM D2665}. All pipe and fittings sha11 bear NFS-DWV mark and shall be joined with salvcnt weld joints as recammended by the maz�ufacturer. 25. Damestic water piping sha11 be Type "L" copper, 26. Heating Water piping shall be Type ��L" Gp p pe�'. 27. Capper pipe Valves and Sp�cialties: Gate Valves: BrQnze, Class 12S, 2001b. W.O.G. Ball Valves: Bronze, Class 125, 2001b. W.O.�. Check Valves: Bronze, Class 125, ZOO lb. W,O.C. Balancing Valves: 12S psig w.p, for 25pF service tight shut-off, Tllinais dual-purpose, balancing/shut-off valve, Hoffnnan, Sarco, or equivalent, 28. Gas Piping - Schedule 40 black steel pipe, 1SO lb. malleable iran screwed fittings on abave ground pipey welded fittings with all pzping cc�ated and wrap�ed on buri�d pip�. 29. Gas Valves - Lubricated plug valve 1'75 lb. W,Ci.G, i�ron screwed or flanged. 30. Support pipe with rod and clevis or clamps. No pipe tape allowed. 31. Dielectric Unio�as - Furnish and insxall a dielectric uaic�n afi a11 connections where nan-ferrous material is in eontact with ferrous material and fluid in not protected wit� carrasic�n inhibitors, 32. Provide plastic grommets on all piping passing through wood joists and studs. 33, Install plumbing clean-outs as requir�d by applicable codes. 34. Grade and valve all heating water piping with 3/�" hose end valves to permrt drainage of the system. Vent a11 high points in equipment rooms as necessary with automatic air vents piped ia convenaent drain. All high points in system outside of equzpment rooms wzth manual a%r vents as required ta relieve air in the system, � lJuctwork � 35. Duct sizes shown on drawings are c�utside (sheet m�tal} duct dimensions. 36, A11 ductwark shall b� sealed air�ight with duct rnastic. Where duct iape is used, it shall b� listed and labeled in accardance with UL 1$1. 37. Seal all ductwork joint� and vapor barrier penetrations at all exterior wa11s and roQfs. 3 8. Ducts and piping penetrating t.hrough raof sha11 have roaf flashing with caulk type counter flashing sleeve or by method acceptable by roofing manufactur�r. Installation shall be watertight. 39. Sheet metal and fittings to be pursuant to SMA.CNA and AShC.�A.E standards. Vibration Isoiation 40. Where specified, duct-ta-fan connections shall be made with flexible cartvas duct c�nrz�ctor material. I'rovide duct alignment within 1t2" at the fan collar and duct collar. Radiant Floor Heaiin 41. Radiamt tubing shall be 112" nominal diameter. Tubing shall be PE�-a crosslinked polyethylene with an oxygen diffusion barrier, manufactured by the Engle method. 42. Piping shall be instalted in continuQUS toops, no sp�zces allowed. Tube centers and the maximum loop lengths are specified in t�e Radiant Zone Schedule on th� pl�ns. 43. Tubing loaps off each mariifold sha11 be installed zn equivalent lengths (+/- 5%). 44. The Contractor shall install mani%lds as provided by the tubing manufaCturer, The rnanifolds shall cansist of a return header (including; balancing va�ve for each ioop, co�n�ression fittiz�g ta receive tubes and air veni} and supply l�eader (incZuding: manual shut-offvalve for each laop and compression fitting to receive iubes}. Controls 45. Mount ali thermostats S'-0" above finished floor. 46. See Sequence of Operation for additional control information. Antifreeze Solutions 47. Fill h�ating waier system with 30% �,ropylene glycol / 70% vvater solution� by volu�ae, for freeze protection to 8°F and burst prQtection �o -20°F. Include corrosian i�hibitors. ���� �� ���� �� � � ���: 7 �, �� ���; � � t�u z � w w a �- � � O � � � 2 � � � � � � � A � � `� � w � � � U � a � U� tK 0 � � O � � �1 � z � � � � ) r i i � � � f r i � c n 1. B-1 Boiler a. Bailer shali be controlled by integrated Lochinvar controls. b. Boiler shall maintain HWS setpaint at aquastat A1. HWS setpoint shall be reset based an outdoor temperatures (140°F �a -2Q°F ta 110°F �a 70°F) c. Upan a call for domestic hot water heating at aquastat A2, bailer HWS setpoint shall be ramped up to 160°F. d. P-1 boiler pump shall run whenever boiler is called to fire. 2. WH-1 Indirect Water Heater a. Upon a ca11 for heating from aquasta� A2, P-2 water heater pump shall start. b. Bailer HWS setpoint shall be ramped up to 160°F. c, P-5 damestic hot water recirculation pump shall be controlled by integral timer & aquastat. Provide a manual shut-off switch for unoccupied periods. 3. Basebaard a. Upan a call fo� beating from wall mounted thermostat, P-3 baseboard putnp shall start and associated iwo-way control valve shall open. 4. Radiant Fioor a. Upon a call for heat�ing from wall mounted thermastat, P-4 radiant pump sha11 start. b. 'TI�r1V-I thermostatic mixing vaive shal� be set for l 3Q°F. 5. Fans a. EF-1 bath exhaust fans sha11 be controlled by a separate an/off wa11 swifich. b, SF-1 mechanical raom supply fan shall be controlled by a line voltage, wall mounted cooling thermostat. � � � � � � � General 1. Immedi�tely notify the Engineer of any discrepancies. 2. Do not scale drawings. Verify dimensions in field prior ta commencement of work. 3. It shall be assun:�zed thai all subcontractors are experienced and thorou,ghly knawledgeable in their respective areas of the construction industry and shall perfarm in a responsible manner in an appr�priate consiruction sequence. 4. Yt is t1�e intent oithese drawings and speci�cations to establish a standard af quality. The Engineer reserves the right ta take exceptic�ns to approve methods and materials not reflected herein. 5. Wark sha11 be performed in a warkmanlike manner to the satisfaction of the Architect, Engineer & {�wn�r. 6. Labor, materials, and equipment shall canform to the latest applicable editians af local, State of Calc�rado, and National Codes and ordinances. If conflict between those publicatians exists, t�e mast stringent requzrement sha11 apply. 7. Provide record drawings to arehiteet. Drawings shall include all addendum items, change arders, alterations, re-rautings, etc. 8. The drawings show the intent of the mechanical systems but do not show all details required. It is �he responsibility of ihe Cantractors ta install complete & operable systems, which conform to the manufacturers' installatians instructions & industry standards. 9. Systems shall be tested for proper operation. If tests show work is defective, Contractor shall make corrections necessary at no cost ta Owner. 1 t7. Systems shall be praf�ssionally labeled. Piping shall be labeled with color coded commercial grade labels indica�ing piping service and flow d%rection, Equipment, pumps and valves shall be labeled with engraved plastic or metal tags and an equipment/valve schedule shall be provided and znounted on the mechanical room wall. Equipment labels sha11 fallow the same nom�nclature as the mechanical drawings. 11. Coordinate architectural, structural, electrical, landscaping, fire protection, and interior design drawings with mechanical drawings prior ta installation. 12. Offset piping, ductwork, etc. as necessary to accommodate structure, beams, columns, and existing equipment. 13. In as much as design for remodel, renovation and/or rehabilitation requires that certain assu�nptians be made regarding existing canditions and because some of these assumptions cannot be v�rified without destroying otherwise adequate ar s�erviceable portions of the building, the Engineer cannot assure the 4wner or the Contractar that the professional consulting services here`rn encompass all cantingencies. Fie1d conrdinatian during eonsirrtactian is imperative. Contraetars bidding this work rnust make reasonable aliowances for unse�n conditions and should include assaciated allowances in their bids noted as such. 14. Fie1d verify locatians of all existing piping, equipment, ductwark, etc. 15. New hot and cald water branches ta be routed from nea�est hat water and cold water of line size equal to or gre�ter than new branch - typical. Electrical 16. Contractor rnust carefully verify electrical service voltage and phase available before ordering any equipment. 17. The follawin� are to be furnished by MC and wired by EG : equipment motors, magnetic starters, line voltage thermostats, factory disconnect switches (if specified as part of factary wired equipment) resisiance heaters, �re and smoke detectors, 18. The fallowin are to be fi�rnished and wired by EC; discannect switches, thermal overload switches, manual aperatzng switches and contactars. 19. The follc�win�are i:o be fu��nished and wired by MC; low voltage thermostats, cantrol t�ransformers, control relays, cantral pan�ls, motorized valves, motorized dampers, pilat Iights, mu�ti-speed switches and interiocks. �hop Drawin�s 20, Submit entire HVA� shop drawing submittal data at ane time. Submittal ta be bound in three-ring binders, indexed in a neat and arderly manner. Partial submittals will not be accepted. Submit-tals shal� include, but not be limited to: equipment, fixtures, insulation, diffusers, fans, piping, valves and rooftop units. InsuIation 21. Insulate all new damestic hot water piping with %2" closed cell foam insulation, UL rated, AP Asmaflex or equivalent. 22. Insulation for all types af piping shall be carried full size through pipe hangers. 23. Internally line all new rectangular duct�vork (unless noted otherwise) with 1l2" thick, 2.0 PCF, U.L. rated, glass fiber insulation with a continuous vapor barrier. PI lil 24. Waste & Vent: pzping shall be Schedule 40 PVC-DWV plastic pipe and fittings (ASTM D2665). All pipe and fittings shall bear NI'S-DWV mark and shall be jc�rned with solvent weld jaints as recommended by the manufacturer. 25. Damestic water piping shall be Type "L" copper. 26. Heating Water piping shall be Type "L° copper. 27. Copper pipe Valves and Specialties: Gate Valves: Bronze, Class 125, 200 lb. W.O.G. Ball Valves: Bronze, Class 125, 2001b. W.t7.G, Ck�eck Valves: Branze, Class 125, 2001b. W.C}.G. Balancing Valves: 125 psig w.p. for 250F service tight shut-off, Illint�is dual-purpose, balancingfshut-off valve, I-�offman, Sarco, ar equivalent. 28. Gas Piping - Schedule 4�J blacl� steel pipe, 150 lb. malleable iron screwed fitCings on above ground pipe, welded fittings with all piping coated and wrapped on buried pipe. 29. Gas Valves - Lubricated plug valve 175 lb. ,t7U.O.G. iron screwed ar flanged. 30, Support pip� with rod and clevis or clamps. I�10 pipe tape allowed. 31. Dielectric Unions - Furnish and install a dielectric union at all connections where nc�n-ferrc�us material is in cantact with ferraus material and fluid in not protected with corrc�sic�n inhibitars. 32. Provide plastic grommets on all piping passing through wood jc�ists and studs. 33. Install plurnbing clean-outs as requir�d by applicable codes, 34. Grade and valve a11 heating water piping with 3/4" hose end v�,lves ta permit drainage af the system. Vent all high points in equipment rooms as necessary with automatic air vents piped to convenient drain. All high paints in system outside o�' equipment raoms with manual air vents as required to relieve air in ihe system. Ductwork 35. Duct sizes shawn on drawings are outside (sheet metal} duct dimensions. 36. All ductwork shall be sealed airiight with duct mastic. Where duct tape is used, it shall be listed and labeled in accordance with UL 181. 37. Seal all ductwork joints and vapor barrier penetrations at all exterior wa11s and roofs. 3$. T�ucts and piping penetrating through roaf shail have roaf flashing with caulk ty�e counter flashing sleeve or by method acceptable by roofing manufacttxrer. Installation shall be watertight. 39. Sheet metal and fittings ta be pursuant to SMACNA and �SHR:.A�.:� siandards. Vibration Isalation 40. Where spe�cified, duct-to-fan connections shall be made wiih flexible canvas duct c+���zne�tor material, Provide duct aiignment within 1/2'" at t�e �`an collar and duct collar. Radiant Fiaar Heatin� 41. Radiant tubing shall be UZ" naminal diaxneter. Tubing shall be PE�-a crosslinked polyethylene with an oxygen diffusion barrie�, manufactured by the Eng1� method. 42. Piping sha11 be installed in continuous ioops, no splices all�wed. Tube centers and the maa�imum loop lengths are specified in t�e Radiant Zone Schedule on the plans. 43. Tubing ]oops oi'f each manifold shall be installed in equivalent lengths {+/- S%). 44. Th� Contractor Shall insta�l manifolds as pravided by the tubing manufaciurer. The znanifold� sha11 consist af a return header (including: bal�ncing valve for each luop, compression fitting ta receive tubes and air vent} and supply header {including: manual shut-off'valve for each loap and compression fitting to receive tubes}. Controls 45. 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