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B14-0032 B13-0552 plans approved
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C1lt*�ENSIt�NS, CC�NDi7it?NS, AND UTI�ITY LUCATIt�NS PRfOR TC7 €�EGINNING ANY �� .� STORM D�AINAGE PLAN S (��4 QUALITY ASSURANCE � � W(�RK Clii t�RGERI�G Ai�Y MAT'ERlALS. NUT(FY ARCNITECT C3F AN`( CC?NFLICTS C1f� p � � � pa ncy � 1 assif i cati o n : Elevefion Reference Elevatian Symboi �� � ��`��� �,�N A�, j MAIN I.EVEI (A) / BEDROOM LEVEI. (B} IIGHTING PLAN +� (�� �j Q11ALi1Y ASSIIRANCE � DISCREPAN�IES IN T'HE DGCUMEPtlTS lMMED1ATE�Y. • v' _ __� TYPE R Div . 3 ( SPRINKLERED } , � � � C4 .0 ������s A�. 6 ��s�� e �EV� � t�� r �Ai � ��vE � �s� �is�1��� e�� ' �"' � � 3. AREAS �F CC�NFLIC°�5 t�R DlSCREPAP3GIE5 MUST BE FULLY RESC?i.VED WITH WRITTEN A4. 1A - 2. Q� � MASTER LEVEI {B) LIGHI`ING FLAN S � �� FOUNDATION PLAN � `� APPRC?VAL �RC}M THE ARCNITE�TS BEFflRE CC}!*lSTRUCTIC�t�I CQNTlt�tUES lN THESE PARTICULAR t '.+-' �iREas. aeta�� e�t Reference targe Area oetai► Reterenc� �, � � � RECREATION LEYEL (A� FLOOR PLAN ��� � �. ��� �,�������� �,�� �-� �,��� �� �,-��, ��N-��R���� �F $,-���, -��Mg�a, �rt�,� �����, ►��, aa � LAN DSCAPE & G RADI N G M ECHAN ICAI. �= S ( 02 �� �aaar� {A� � ��c��ATfo� ��} ��.4oa ��N FACE C�F CC}NCRE`3'� UN �ESS C)THERWISE ttitC�TED. SECTIC}N ANG ELEVATIC?N D(MEt�lS((JNS ARE 1� 12131/i999 LQ NOTES AN� DETAIIS M �� O MECHANICAL COVER SNEET "' -r� -rcr� Q� ��ar�c� �T�, -r�P c�� ��.�woc�r�, C�R TQP C�F WALL PLATES t�R BEAMS UN�ES5 S I � � MAIN (A) / BEp�UOM (8) Fl.00R PLAN UTHERWISE NC?TED. Revision Cloud Revisian Sy,nbal � � � : 10 SITE/GRADING P�AN M QQ ( MECNANICAL ZON �� G PIAN S I (I4 r��s�� � �aa � MAi � ��� � �oo� P�M � '� 5. PR�VIt�E ALL h3ECESSARY BC.QCKiNG lt*1 STUC# WAL.LS AND CEIt�ING$. LOCATICtNS (NCIUDE L� 1 : 10 PLANTIMG PLAN M OO � ME�NANICAL SITE PLAN BUT ARE Nt)T LiMITED TC} CEILING AND WA�L MC?UNTED .PIXTURES, Toi�E-rs, -roiL�r S I � � MAlN ROOF 1 MASTER (B} FLOOR PIAN �cc�ssc����s, c�,��r� E-r�,�r, cc�u �-r���rc��s, sH ��.v�s, CLC}SET RC}QS AND FALSE BEAMS. � , M OO � RADON MITIGATION PLAN � I � � N1GN ROOF PlAN 6. REFER TC2 FLIJt.�R PLANS �OR [7C?C>R LCJCATIC?N�. REFERTQ E?C�(�R SCFIEDULE FC7R DtJOR c�a �Uabie Ma���ai �r� ARGH13'ECTURAt M f �0 MECNANICAL SCNEDULES � � (� (� PARTIAL PIANS -�''�ES. A �Q I AREA CAtCUTATIpNS M I O ( MECHANICAL SCHEDOI.ES NOT �`ALID FOR BUI�DING PERMIT S � I � ���� a � �ar� � � ��var�oK� w�T�o�1 a��Ki�ECr�s uv�r s��� 7. REFER TC? FLQC7R PIANS Ft'�R WINC)C7W l.C�CATIC�N5. REFER TQ WIN�OW SCHE�ULE FC?ft A � � � GRFA CALCULAT(ON EXNIBIT C'I �(� I RECREATIONAL LEVEL MECHANICAL FtAN S � I I ��� w�r��aw rr�ES. SH �Aft WALL EIEVA�'ION ,�;� � A Q � � BA�EMENT �EDOCTION CALCULATION El(NIBIT M � (� � BEDROOM kEVEI MECHANICAL PIAN ��� ,��,:.� �°..� �°���"� � x � p �,+� S 30{� �pi�� �aHC��r� n���i �s � f ,�� � a. coc����r�a-r� ,��.G ���c�r��c,�� Ar�a r��c�a��ca� ���ru��s -ra ��-r w�T��r� e�i�w� ��o�� t-" �� E � T T E� 1 ' t � S(TE COVERAGE CALCOI.QTIEIN EXHIBlT [� � Q � MAIN L�Y� L M �CHANICAL PLAN �'.� ' �� � ��" � �' � � �,r�o wa�.�. s�ac�s. v��i� w�T� A�c�ai�r�cr wt��N c�iv��-rir�� �acaM a�w�r��s. � � � �� � S � l Q TYPI�L FOQTlNG D �TAILS � °� �'�� �� �. i� �rt�� Ev�r�-r �e�aa-r r�r�a��ri�r��� c��r,ar� 4� � uiQANC� �s r� ��r��a ��r -r�� cor�rw�eTe�R � d�� � SI1'E ��VERAGE CALCi11ATI0N EXHIBIT, C4NT. M �Q4 MASTEa tEVEI MEC�(ANICAL PIAN � � �� � _ � . r S 312 nPi�a� �ou � oa��oH wQ«. � �fa��s � . � �: FUR CCJNSTRUCTIt�N C3F ANY ASPECT UF THE PRC}JECT> THEY SFiAL� 1MMEDIATELY NC7TIFY THE ARCMTECT: MECHANiCAUELECTRtCAL ENGiNEER: _ . . A �� �j Bl11LDING HEIGNT EXHIBIT M �� � MASTER LEVEL �B� MECHANICAL PIAN r . ; . b�� AftCHITECT. FAILURE T't"3 GIVE i0 DAY NUT(CE TtJ AR�HlTECT SHAI.� NOT CONSTITUTE A DELAY K.H. WEBB ARCHlTECTS P.C. RAbER ENGINEERiNG , ENC. � ,� ( ,� FOUNDATI�N WALL DETAILS �, __� , � �`� '+�,y � 71Q W. 1_IQNSNEAD CIRCLE, UNITA �0�9a HIGHWAY 6, SUiTE E1 � pQ �} CONSTRUCTION MANAGEMENT PLAN M � �Q E� ECHANICAL SCHEMATICS �" �� �� �"'� ��°��c�. vA��, co s «�� �.a . �ox ss�.o � � � � Q TYPICAL ST�fL TO CONCRETE CONNECT[ONS � � '� �1��` PH. 970.477.2990 AVON , CO 8162q M � � + ME��AN��� SGHE �AT��$ 10. THE GEN6RAL CC7NTRACTt�R SHALL BE RESPC�NS{BLE FQR SATISFIPING ALi� APPLICABLE CC7DES CQNTACTS: 970-�45-7910 { EXT. 116 ) f� 7� � � � KHWEBB AR HITE S, PC TYPICAI. STEEL TO- CONCftETE CONNECTIQNS AhJC7 C3�TAINING AI�l. PERMITS AN (� REC2UIREC? APPRGIVA[.S. THIS PRC?JECT IS GC7VERNED BY THE KYLE !-1. WEBS kyle@khwebb»�om 970-470-0116 {CELL) � � � C.�.�.t�� �� ���� A I 4 � I I��" R£CREATI4N LEYEL (A) FLOOR PLAN M ,� Q � MECHANICAL SCNEMATICS � � � � COPYRfGIiF 2012 INTERNATtQhJAL BUILGING C(�CJE AND TFiE INTERNATfONAL RES(G7ENTIAL CC}pE. CUMPLIANCE STACEY GQEHFtING stacey@khwebb.com 97 �-$45-7522 ( FAX} 12- 15 -3 TYPICAL SLAB ON GRADE DETAILS tS MAN[�ATQRY. THE CC3NSTRUGTIQ�! DC7�UMENTS SHAL.L (�l4T PERMIT WORK THAT C}OES , WWW. RADERENGINEERING .CUM ���� � � �� «��Q «��� � � A � O � � f�{" gEpR00M LEVEL (A) / REC I.EVEL (B) FL40R PLAN M ,� Q ,� MECHANlCAL SCNEMATICS N4T Ct'�NFQRM TC� ALl RE�.EVANT C4DES INCLUDIt�lG iN UBC AND ALI� L4CAL AND REGlCaNAL CQNTACTS : � � � � ( $L{�B ON C�RADE DETAILS caa�s. ��t��t�� ct�tvT�tacTa�.: ��tEw Raa�� � (5} craw� spaces : craw � spaces � � � Q � If4" MAIN LEYEt (A} l BEpROQM LEVEL (B) FL�OR PIAN � � a � M�CNANICAL SPEC(FICATIONS �, � S 340 n�i�� ��������� w�z� � ���i�s R.A. NELSt�N BRYAN HOULE � accessible thraugh an opening „ 51 EAG�E RQAD #2 � � . THE �GENERAL �4NTR,4CTt7R ANa SUBCONTRACTORS SHAL� FIELD CQC�RGINATE AND not greater than twelve 12 A � �� i /4 MASTEft IEYEC (A� / MAlN LEVEL (B) FLOOR PLAN M � � � f�EOEXCHANGE SPECIFICATIONS � 5 �� .. �.c►. aaawE� s�oo { ) TYPICA� STEEL BEAM CONNECTIONS tJBTAiN APPRC?VA(.S FRCrM THE ARCHITE�TiENGINEER BEFtxRE ANY CUTTING, NOTCH[NG, QR qyp�, CQ 81620 � uare #eet in area, with five feet A � � � � /�" MASTER LEVEL (B) FLOOR PLAN M 40 � SEQUENCE OF OPERATION C CI1 ^ DRIL�ING OF ANY CAST-lN-PLACE CONCRETE> STRUCTURAL FRAMIt�G, C7ft ANY aTHER PH. 97Q.949.5t52 LANDSCAPE ARCHITECT. ( ) or less af ceiling height, as J JU � �p��1�. 5�� � �. �£�iM �Q� � ������$ � S"fRUCTURAL ELEh1Ei�TS WHtCH MAY AFFECT TME STRUCTURAL [NTEGRITY C�F TNE C4NTACT: CERES LANDSCAPE AR�HITECTURE measured fram the surface of � C� CONSTRU�TlUN. t3ANNYALDAZ • PO BOX 2134 the earth ta the underside ofi � � �� y, STEEL BEAM CONNECTIONS � z JASON MQRLEY EAGLE, co s1s� �. structura� fEoor members ot the A ( � o ll4" R04F PLAN � �, 12. THE t�ENERAL C�NTRACTCJR SNALL YERIFY ALL EXI�T{NG GRADES AND SCALE UUT THE PH : 970-949-3286 floorlceiling assembly above . � �GL 11111.H� $ J � ,� STEEL DETAILS � BUI�DlNG FOt�TPRINT Ft�R C3WiVER ANp ARCHtT6GT APPRC�VAL PRIC}R TG BEG{NNING ANY SITE �O �TS 4Tf S(7NE5 " ELECTRICAL LOAD CALC�II.ATIONS & ONE-LINE � ��R� STRUCTURAL ENGINEER: A � 01 i �s BUILDING ELEVATIONS E 100 MARTIN MARTIN CQNSULTiNG ENGlNEERS a � ,� I Q BRACED FRAME DEI'�ILS � � ;� y ; T 225 MAIN STREET A � Q � It8" BUILDING ELEYATl� NS � � � Q TYPICAL METAI. pECK DETAILS �,,�,,�r� ! 3. THE C)t�VNER HAS BEE[�! AC�V{SEI� °CNAT C3UE TC7 HARSH WItJTER CC1NC?iTCt3NS, RC7CJF & DECK UNiT C 101 """�i '�t�^ � �-�� �T� �� � ES» � : METAL DECIt DETAIlS � � � SllR�A�ES P�iUST B� I��INTAINE[� RE,4St�NABLE FREE t�F ICE & SNQW "ft7 ENSllRE MINIMAL EDWARDS, Ct) $ 1632 HEFFEftAN PARTNERSHIP LIGHTING DEStGN � � � I PRtJBLEMS tNIT�I THESE SURFACES. PH : 970-926-6007 205 CAMDEN PLACE f� � � CONTACT: A � UO � /4 BUILDING SECTIONS S ,� � � METAL DECK D�TAIlS 14. SUBSTIT�TIC�t�iS c�F "EQUAL`" PRCaC7UCTS WiLL BE ACC6PTABLE WlTH ARCHITECT'S WRITTEN �EAN MOLLOY, P . E . (CO) BUULDER. CO 80302 �' p ....� APPRQVAL, PH : �a� .�47 . � ss6 A � Q � lJ4" Bll11.DlNG SECTIONS � � ,� t�Q TYI'ICAL METAL STUD DETA�LS �„�,� J � CONTACT: E5. IT IS °THE It�!`�ENT ANf� MEAt�tEhlG C)F THESE C.}Q�UMENI"5 THAT THE GEt�IERAL CONTRACTQR ClVIL ENGINEER : KRYSTAL MACKEY A 342 II�I�� $UILDING SECTI�DNS � �j4 � TYPICAL METAL STIJD DETAILS � •� � ARtD EACH SUSC(.?NTRACTGR PRC?ViDE Ai.L tABC?R, MATERIALS TRANSPQRTATI�N> SUPPLlES, JVA, IN�aRPQRATED A � � � " t � � S � „I■"� � EQUIPMENT, ETC. TC? Q6TAfh1 A CC}MPLETElQB WiTHrN THE RECOGNIZEC? STAN [?ARDS 4F THE �2 � MAIN STREET II� BUILDING SECTIONS EXl'ERI4R WALL DETAILS �■L� p (NDUSTRY. 25 O�C! TtJWN SQUARE . SUII'E 2b0 � t� F(7RT COLLINS, CO 80524 � PH : 303-565-4963 � � �� 0 /�°f �A��, �Y(��� �� s.r� I6. ALL CC�PJSTRUCTIt7t�f k5 TC� FET WITHft� THE BUELD(NG ENVELC�PE ANC71C?R QUTSIDE CCiNTACT: � SETBACKS WITNC�UT CREATCNG EASEMENTS. NC7TIFY ARCHlTECT Ct*fMED1ATELY tJF ANY ROMEO BAYLOSIS, P. E . ' `� ` ` � #'��`� ` � ry �^-v�� @ � � AS � I�ISCREPANCIES. _ . v .� � � °- ,...n ��� � 4 """ i„„Nyf 5 �„xs u �'� ; ���a � "vv � A 40I � ; # .3 � � �� s ; r�� £ � � ��� rt� x.e ����� w��� sECr�o�s � . : 17. l'H� GENER,l�L CC3NTRACTQR �HAL� FIELC} V�RlFI' THE LCJCA71t�NS C7F ALL EXISTING GEC3TECHNICAL ENGINEER : � �� '_� �£ � ;._ � � � �� � � ° , 1 �� UT}L!1'fES. A�l� t�TILITIES ShIAl.t BE L C t C ATEE} T C} M I N I M I Z E E X C A V A T I U N A N C J V E�E I'A T 1 Q N H E P W t 7 R,T H-P A W E A K G E Q T E C H N I C A L, I N C A 4 0 2 3I�'! WAtI SECTIONS � E � � $�� . .N_ .�.a�..�_ �_��.�Z �-� ._ �.= 4u ..x. (MPACTS TC? THE SITE. 5420 C{JUNTY RC}AD 154 GLENWCIOD SPRINGS, GO 81C01 � 4 � � 314�� 1�IlA�.E $E�T�O�S � x� ; � .��m_ ._._�� � � u_�� �.� ���� 9 PH : 970-945-7988 � _. �'"`�' � s. -r� � ��r���,aL cor�-r�c-r�R sr�ar��. r�irv�M�z� -r�E ur���rs Q� ��,�vAriaN aN � rt�cE caNT�cT: J� 4(�� 3/4" WALL SECTIOP�S � � � � �� �; � _.._ �_� �._�_� � _ w,_ �..�� .,��,� ADEQUATE MEASURES Tp PRtJ"fECT A�.L �f EtaETAI"(C?N BEYGINI? THE LIMITS C}F EXCAVATION. AL� AREAS C7F C7lSTURBANCE SNAL� BE itE-YEGETATEC� TC} BLEND WITH THE NCth!-GISTURE�ED A 4Q5 �I�" WALL SECTIONS LANC�SCAPE E�CAVATIQN. A�L AREAS QF DISTURBANCE 5HALL BE R&YEGEfATEC7 T� BLEND �� RVEYQR : Q �Q � �iI4'� WALL SECTtONS PRC}J ECT: XXXX WIfiH THE NQN-C?ISTURBEt3 L4NQSCAPE. ALL D E F E �tRE D Sl� B M ITTAI.S T � B E DRAWN BY: SC'a EAGLE VALLEY SURVEYING P .a gox i�.� a aATE : U3 . 2 $ . 13 I9. THE SC�iIS REPC3RT 1S AVAItABLE FRQM OWNER'S St�lLS ENGINEER. EC7WARDS, CC7 81632 ��o . g�� . i�os A � I � Sl'AIR: MASTER A-UNIT RE �' I E � E D AD N APPR �VE D BY E N G I N E E R 2 0. � E t'�!lEttAL �CJNTRACT(�R SFiALL VERlFY ALl. SITE C3EVE�.C}PMENT W1TH LAND�CAPE PH : 303-565-4963 A 4 I I S T A I R: M A I N A-U N I T R E V I S I C) N S ; CGINSTRUCTEC►N DClGJMENTS. THE StTE PLAN IS FCaR GRAC}ING AN[7 LAN[aSGAf'E PLAN IS FC?R Ct� NTACT: LAYC)UT; A�IY C�ISCR�PAh1CIES VERiFY WITH ARCMETECT. MtKE PQST A � � � STAIB: MAIN B-UNIT �} F RE C � � D B E F � RE S 11 B M ITT I N G T � FINAL f.�RB 04 .22 . 13 FINAL DRB-rev's 06 . 13 . 13 � � BUILDIN � DEPARTMENT A bQ A W(NUOW TYPES & SCNEDOLE FtNAL QRB-rev's o7 .o� . i3 FlNAL. DRB-rev' S 07 . 15 . 13 � �a � WINDOW TYPES & SCHEDULE FlNAL DRB-rev's a7 . 3 �. . 1� � ()Q � WINDOW TYPES & SCH � DULE Pricing set 09 . 09 . 13 Permit Set 12 .Q9 . 13 � Permit Set - REV' D Q� . 18. 13 �.�«.�.�° � ,. � � � � � � � _ � ? � ��� a � ���� C�VER � �, ��� � � � ��� � �� � � ��.�.� �� �� � � r� o�s: ' 1 j DATE OF SURVEY: 8f03/f77 STAIRS TOPO ADDITIONS: 11 j15f13 (C�OUDED AREAS) 2) SuRVEYOR HAS MADE Nt� INVESTIGATION OR INDEPENDENT SEARCH FOR AMENDED R�ATS, EASEMENTS OF RECORd (UTHER `fHAN PLATIEQ), ENCUMBRANCES, RESTRIC7IVE COVENANTS, OWNERSHIP TIT�E EVIDENCE, flR ANY (3THER � FACTS TNAT AN ACCURATE AND CURRENT TIT1.E SEARCH MAY DlSCLOSE. BUIL€�ING OUTLINE 3) NOTICE: ACCORDING TO GOLQRADO LAW YOU MUST Ct7MMENCE ANY LEGAL � 0�!'�� ACT`ION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN T!-iREE YEARS `� _ AFTER YOU FIRST I?ISCt�VER SUCH �EF`ECT. IN NO EVENT� MAY ANY \r'� `~�, _ ACT10N BASEQ UPON ANY DEFECT IN THIS SURVEY �E C�MMENCED MORE V� � TNAN TEN YEARS FROM 1'HE DATE 0� TNE CERTIFICATION SNOWN SEWER MANMQLE � HEREON. MEAS. RIM =8140. 4 INVERT= 8127, g 2,0 � � � � gl��,� 4) BASIS OF ELEVATI {}N: SEWER MANHOLE AT NE COR LQT 5 INVERT=812�. 8 (SEE DRAWlNG�. BASIS OF EL�EVATION � 8179�6 � 5} BASIS OF PR4PERTY L.WE LOCAl10N. PREV. FND. MQNUMENTS ON WESTERLY UNE LOT 5, PRFV. Ft�UND PIN & ALUM . CAP �EN ����� � i 6} 2' CONTOUR INTERVAL. LS�16�27 STREAM i Q. 7 0.7 ~ � 7) BUILDING SETBACK fNFtJRMAT{ON IS NOT PLATTED. PRidR TO AN'Y (7ES4GN ,r Qi � CONC. WALL FEATURE �``�.. t C�F� CdNSTRUCT10w IMPROV�MENTS ON THIS PROPERTY, TNE TOWI�! OF VAIL ,/� �___��� �� FL4WLINE t . 7 1 SHOULQ BE CONTACTED FQFt CURRECT BUILDING SETBACK INFORMAT{ON. � i'r � � 3 - STREAM EL�� . 5 i 8) POSTED ADDRESS: 463 BEAVER DAM ROAp. 0.5 0. 5 4. 7 0. 5 OU `fI..ET �. 6 817� � - � l'`� � r��'� 76' t �Q�� � � � 4• � TOPjBACK CURB �} 7HIS SURVEY AND THE INFORMATIC?N CON7AINED HEREQN IS THE PROPERTY OF �� �' � Ct?N �. � EAGLE VAL�EY SURVEYING, INC. AND IS INTENDED FOR THE SaLE USE OF THE �1. � �• 7 �^ _ - i DRIVEWAY �, , � lf ORIGfNAI. CLIENT ONLY. Ah1Y USE OF OR TRANSFER TO OTHERS 1S PROHIBITED. � f� .� ° �.QT 4 0. 5 "°-:.- " ` 0, 6 � � � � � j 10) BEARINGS ANQ DISTANCES A�ONG PROPERTY LINES SHOWN HEREON ARE �� �. 5 814X.3 0+ � `~� 1 . t� 0. 6 i �"tiy a t AS SHOWN t7N THE SUB[7MSIQN PIAT dNLY. A BOUNDARY SURVEY W�JULD p. � O. g 0. � �q �� � � � INV. OUT �. 0' CMP BE NECESSARY TO DETERMINE THE TRUE DIMENSIONS (�F THE LOT ANO . � � 1 � � � EL-8172. 0 SEfBACKS, WHICH MAY VARY FROM THE PLATTED DIMENSIQNS. 0. 5 � � � ,�� ,�� � O. r� � � � t 0.6 i f � � '�`�.3'�`�"'"• � .�Cj j y 0. 5 \� UTlLITY tl � ! ELECTRIC BOX PARCE � A ' POSSIBLE SEWER .,,_ 18 . 1 � HANOHOLE � �179�I f C�. 1871 ACRES �G' � 2 - 5 ROCK{T`fP. ) r X. X [?EN(�TES CONlFEROU.� TREE WITH APPROXiMATE TRUNK DIAMETER � 10 .0 '�°"`"'� SERVI �E LINE FLAGSTC7NE c>��-.J ��� 8159.0 , � ` 2. 0 r GATE 7RiC TRANS. `� � IN THIS AREA. COi�C. WA�K . Q �-� . )�, . � '�````� � 0. 6 � t �` WALK ` Q. 3 � Q. 6 . ' � t t � EA�E ENT � IRRIGATION . - � --- . �r 52 h�O ��{�- ' Q� `�`'~ -�.`"`�_� 1 . 5 `�;:,::k> � \�� '� 0. °� �1 ELECTRIG METER NANDH�LE (TYP. } � � ,,,� Q ,,� � �-��,��1 ENGRESS & EGRESS � '`� � X,X DENOTES pECiDUOUS TREE WITi-I APPROXIMATE 7F2UNK OIAMETER j `� ,.., . ..._ . -,. 8155. 9 g8 I ^ 8159. 3 �,�,..� EASEMENT �� ��1 . 2 1 � � � 8145.6 , •- �•-- _ _ _ � 8159. 1 � s8.4p � (BOQK 462� PAGE 631 } � "� 1 �., x � � ' "�' • $159 .1 8159. 1 8159. 5 � � � . CIRCULAR � ! � STOR"�A GRATE EL=8175. 7' ` j � � f � r STAIR 2s.4'""��...,,.,,z 0. 5' BOU�DER {-',' _ = 8 " , '`ti ! hlV. EL= $t74. 1 » � ° / . . ,: y� > ';; � '� f f' � � WALL ; , a 8179.3 r SPRINKLER VALVE ` l �'� / SECOND � ��'` � � ` �Q 'r FLOOR �r " - -_ � `' �.4' PLANTER F r ;,; ;. ,4,� �'`�ti %�8179.0 ��,• ' l � �1 ,� _ �� ` 8155. 3 � GARAGE SLAB � � : � ~� t � / DEGK 8148.9 q 7HIRD ' ::..: :, �: "::>;,';�:._, .,e � ,<v r 8146. 4 �� F1.00R ~ � 8159. 3 j 0, 5 • ', �' ^� 1 l f� � � ' 0 ' \ � ``�8i7�. 0 r��`� t7. 5 i , 8145. 8 � � DECK � � EDGE r 0. 4 E�EC. � � r �,y p. fl, q�'3 ���.r � 15�. ,,�. CONC. °------------•t OUTLET ;. : � � �q� � 1 � I BUILDiNG DRIVEWAY ' Q. 6 ,; ; ,?'��> J � � �i OVERNANG � ' '_"�� ;� �:� : : � ,�� � ::, �, � /� r � ENTRY °: � � Q.5 .,a ,�_<<, : , i 0. .-� r j 8146. 4 # Q i 2. 0 `� . 4 k8177. 2 x � ra � � �,�° " ` � � ' ;° i � ° 't � SEWER MANNOLE � � �.� t r � °'- r~- . .� r � j 4.3 4 � 0. 6 � i �'Lt71MLiNE / " " � J j �� �"' GRATE 8159. 6 � 0. � 4 = � '. ti� � STREAM I / i 8159.2 � /j�._..�^' � � t + ,`; l ¢ t ' t ; � , ��„� / � "----_.,..v ,:.:�. .:;. / � � � � �NTRY zs.a• ;,} PLANTER � �O �^-- _ ...."� ~ AROCK�� `r�` 8178. 3 t�8179. 2 ` 1 .0 � � � j ^ � 2 STORY W/WALKOUT 8156. 4 `""� � � � - r�r ���/ i �. 6 �. ...�. JACUZZI � t �' ,� ROCK/STUCCO DUPL.EX COVEREd 5g.4 � 1 . 0 �. 0. 5 � I � \� PAT10 i � BUILDIN � � ENTRY � � �__f�,;; r'� �� 1�=06'22'56" 1 trs - zz.s .•� �--/4 � 1 . 5/ p, r R=379.47' ► 1 . Q \ �" � - • _ � � � aVERNANG �° � � " _` � � 1 � � FLAGSTE?NE � a� �� �= 42. 27 � � 35 � ',�'� Y � - r � 1 r. �� oo �, - wA�,� �� ��. �. x T-�, . , s , . � � o' � o' zo' � a' � � - �2.80' Q ' Q. 5 ��" �RG=N57 41 32 E � 0, _ ""` r a 1 /�� GRATE 816Q. tJ ` p. 5 � � LiGH7 � j�r C LEN -42.25 � 81 ?9.5 ' i ,�.e� `V �� ��` 8159.3 � � (lYPlCAL) � , 1 . 0.$ WATER POND W � 0. 6 r � 0.3 �' . ti� 0. 4 cS. �rr i „ FEAIURE ,� � , � � o Q.3 . �ti Q. 4 � .` � � � ED �E A5PHALT ROAD ' �' �° Q. 3 � ! �i 0.5 STATUE $175. 9yc � � ^�, \.,.,, �.5 �, ��� N ��J PARCEL C � 0. 5 ,� � � � � 1 � �, � ���� `n � 0.6 V i 0.2388 ACRES �1 O. A� ff� � 8i76. � a �`a' ' ry t n ..,,,, x 89 56. 2 � � t _ os ca ' �r �.... ,� �` 8.8 ' � � DEGK E�EV. `D L2 L5 � �� 8177. 7� .. ..-°-° ""'",� .. � � 8179.8 � � <,�� 1"� .y' 8161 . 7�C �,` ��. � . D� � 1\ 2s.o' ~r , " rs _ `�t � a. t ' ..� PI.ANTER �` 0. 5 0. 5 81 ?3. 7,>tr r''° $18Q. (�' �`�--�-�.""""�. �s l ° S'f NO E Cs7 `: . � � ` SEGQNQ � PA'Ti�Cf °' � . : ` ' . . � �� BELQW i� THIRD � is. r � � � ,^ ��i Q. 5 i' 8176. 2 � 1 WATER VA�VE � F�OQR � � � ~� � �� � �,.8146. 0 DECK 1 FLOOR k•. 35. + 8159. 6 r .. �c� J' �� i � � -- �-_ �7ECK BUfLDlNG , �0 pp � � �163.3 c�.a� c� �° C� ROCK EDGE ,��t �,.. � � " " ° - - _ � _ _ M ,e'T t�VERHANG ;�7 a� a.o• �, � 'i8.gg. �8181 . 5 '` / ,.� `�' � ``-�' N � �,- _ ``' -�.. $146. 4 "' M "r `� � `'� ..'`� 8174. 2sC', / Q i • BRIDGE CQNC. -- _- - _ ,h "s � � � ,, ' iD C� 0 0. 5 BELOW ,� ENTRY s.s' s.s ' _ 4.0' 1 0. 8 � � '� � . _ . '° i Q. 5 � ' °� ' - �a 8156. 4 �� 8165.1�,, �..�$170.7 � ,�f , � 1 � �, 8146.7 0. 5 ` ~ 1 EDGE � � - -_ _ _ � GRATE �` � 1 fr ra ,,r � �, � l� h� PL� TTED � coNC. -----�-:� `' �o. r � aVERHANG �' s�.� r �� 0. 5 � BUII.DlNG GARAGE SLAB � k 8163. 6 8166. 7' �' `p�.•�r ��� 0. 5 STAfiUE i s� 6s. 3 d-- 15'05°57".. 0. 5 8159.3 �' �8180. 4 R- 379 . 47' ,,,� SURVEYOR}S CERfilF( CATE �"'�.,. N � 8171 . 8 '� � . I , Michael J. Past, c� Professional Land Surveyor registered under the laws of �� n. 7 ��.. ��AGSTONE 48 � OVERHANG t �.r y Cl �`° 1 �d �� do hereb certif that this to o ra hic surue was �8 �` _, ` WA�K �� '} � � v� i •`' �o � � � T= 50. 29' the Stote of Colorado, Y Y P 9 P Y .5\ � � �; dq cQ � ,�, rn r� r,, i made by me and under my supervision , and th �� f#he� � e�,t-vey is accurate and , � .� � � 0.5 ��``�-,. $ys� �',�;/ �,, � .,", . / � 8165, 3 �, EDGE a� �,, , 8180. 8 � BRG- N52'4d'02"E � correct to the best Qf my knowiedge. ��.��' °� �`��� ����'��'°*�.�,� a -� PRINKLER �� � a ,� t coNC. � o. s i G LEN = �9. 71 ' � ����"��,��� ��� ��.� , � � -.,.,.�s` "' rc� ALVE {TYP} � DRIVEWAY �t 8170. 2 . � .-�`''' ' � �`� � � �� �� �*� '+•,,,,,.�„ a. �. " � •• �. 7 > >( �`""., M h a,,,r''" � � �`.? , . \ 52 0.� � 8156. 3 0. , tt) � 8188. 1 ..-'' � � j� �� � �, t s.s' �,4 s' 7• t 0. 6 � $165. 7 � C1.8 j (� Micha� �1. � «�, � ��`�_.___.i� � � 0. 6 ,�� k • TOP/BACK CURB � ,�a : � ., � ,* � � c+ f� 0. 8 �CQloracta �:� . ����, « � «� , 6 �" ...,. 0. 4 1 � � �, t,. . :- - , � � ,�„ �� '\ 'Dr � O I r �. � ( :��; '�'� < a�a+ �' ,�i 0. ''� � �� ` OVERHA(� G N �f � 8167. 0 xf i �,� ���� ����,��",�'����, � A 0.6 �,-: � � 0, 8 'i��� 0, 7 a et � � �� �' 1 . 5 � .-/'"� 8168 . 8 $181 . 3 1 D t .�_.._. � ` +� � _---- _ �n,y i � 0.4 0. 7 8181 . 1 � � � �s� . -0. 6 F�01N�INE '"----_--._. i d.8 t y}`'� , ,_,1- SIREAM w�L�' �'' . ,....-.---��,,..� '''----�--_. � re 2� r Q.6 � f ' .^,y`�' � l� /�/ � SECOND t i THIRD 8159.9 ' , i � 0. 4 � h� ��� FL4WLINE� � ,,` �J �`�r � FLOQR + r FLG?OR ! ' •� � � i �j TREAM------�, � DECK t _y�, _ DECK t t � Q4 4. 4 ► . �^ t ti � � � � � �` . . ��� ,,� ` , � $168. 1 % ` 1 � � �. __ _s__ , _ _._. _. .___, _ _ _ 4 q. 6 Q. 5 "�� ~ \ \ . '^ - -_ _ _ ^,.'� 2. 5 � . . � ����� � ~�� �166. 5 ; 0, 5 0. 4 Q. 7 % _ � 0. 4 t . s PAR � E B �v- a � z,.. .,,- � d ROCK > •:: �� .5 O. Q799 ACRES � ._... . � � � � 0. 8 ,e : � � *, a ,� s ' ��s � � �.' ; ,, $ �i ,.. ., . 0.5 0,4 � . , , y�8182A � �.� � � , Y F' a HM '� a „ �t �" � � """�.�., b, `' ,,,.,. . ,� �1"`^ � � Q. 4� . 1 � - a � t s � � �°` 3, �� a` "`' ��i2 4 �. � ..C ,,;� ' � a : 9 A �v '� � i �� . s � �. � F�a�ita � � .� . /' �, :� �,'�'ta a. a�. � P��4�'� e Z. o � ¢ E3 � p, 8 �.-�'' PHONE a .� �° ^ otz = ; � � ' �. 0. 5 � ? x ; � � � � 84A�' ``^- . STREAM � � � � , � � � � � � � 78,75' � t. N44'S2'49 "W 31 .0C?' $) �' � N4 ' '49 "W 162.75' 0. � TV PED(TYP) � � °:-E , �-� �� . ,..a � , -' 2-`-( -~ `-� � ��.�. ., _ ..�_a, r.E . �� '`� � ,,,,, � � � _.. v.�� ..�. � .. ._� � ,���� �� � �� ..d.� � m � � ��� � � Q. 4 --�" z,, ;• � a �z � :. �� � �� _.�.�� �,�vA � �'--- FOUND P1N < 0.5 `° 1 . 5 � 0.5 ROCK �.��� �..._ _M.� s & ALUM. CAP ~ p. 5 WALL LANC7SCAPING ENCR4ACHMENT LS�i 6827 . � RESUBDIVI810N LINE TABI.,E EASEMENT BY EAGLE VALLEY � �, yy, g,p, gqNITARY SEWER ASBUI�TS �URVEYiNG DATED 12f0�f89 SHOW A SEWER CLEANOUT IN THIS AREA UNE BEARIt3G � DISTANCE N�T KNt�WN IF RECC}Rt7ED W{TN A SEWER LINE CONNECTING TQ THE l.1 S55'00"DO"W _,._.__� 2. 14� MA�1Ht�LE TQ TNE NOR7HEAST. NO SURFACE � ��N� EVIDENCE C?F THIS CLEANOUT WAS FOUND, t2 N45"24'5�'W 2.77' STONE DEGK L3 N35'00'GO"W 12.88' BUT 1T COULD BE BURI�D. , L4 S55'00'00"W 3.20' �.5 N35'00 t�0 9. 10' ,. ROCK WALL ( L6 S55'00'OD"W $.81 ' � L? N35'00'00 8,52' PATlO OUnI NE j � ���•�Q��o�► 3.��� T{� P {� � R A P N I C S l� R VE Y LOT 1 , BLC) CK 2 �s s5�•oo�oo„w 7.7 � � VAI � VI ��AGE , SIXTN FIL# h� � �� o Na�•�o'oo�w z.os• PARCE � S A , B , � _ BUI�DING OUTLINE t-� (�, � � UC� � � V � � I � � C� F Lt� T 5 , BL4 � 1� 4 VAI �. VIL � AGE , THIR {� FILIN � �� � �s ��c�wa�° s s� ��, �ac�.�-v�� L �. a. ��x , ��Q TC� WN C� F VAI L , EAG � E CC� U N TY, � {� � ORADO EDWARt}S, CQ. 81632 ADC�iTI0N5: 11 j22/13 MLT (970)949- 1406 928T- ADDTN .dwg $/os/a� K�� , � _ _ AB � RE'VIATI0 �1S LEGEND � UBSURFACE QRAINAGE NOT�S : ' 1 .�� MA�S AND WORKI�ANSHIP SHALI. BE fN CONFORMANCE WITN THE LATEST STANDARDS AND SPECIFICATIONS OF THE TOWN OF VAI�, EAGLE RIVER � 1 . THE SUBSURFAGE DRAINAGE DESIGN AND SECTIONS ARE BASEQ ON GEOTECHNICAL ENGINE�R RECOMMENDATIONS. REFERENCE THE WATER AND SANiTATION DISTRICT, V�IL FIRE AND EMERGENCY SERVICES, COL.ORA[}0 DEPARTMENT OF TRAN5PORTATION, AND APPUCASLE STATE AND �r�� � � RA � �� 111/.'�1\ ° �11 SURVEY CONTROL PO(NT GEOTECHNICAI. ENGINEERfNG STUDIES PREPARED BY HEPWORTM-PAWL.AK GEOTECHNICAL FOR FURTHER RECOMMENDATIONS. LOCAL STANDARDS ANp SPECfFICATIONS. THE CONTRACTOR SNALL NAYE IN POSSESSION AT THE JOB SITE AT AL� TIMES ONE (i } SIGNED COPY OF �,�„�� ����� �� AASNT(} AMERICAN ASSflC. QF SrAIE NIGHWAY ANQ INC� INCLUaED +I� BENCHMARK APPROVED PLAN�, STANaARDS AND SpECIFICATIONS. THE GONTRACTQR SH�ill OBTA�N WRfTI`EM APPROUAL FOR ANY VARIANCE TO TNE ABOVE \ir% ir TRANSPORTATIQN OFFICIA�.S ID IN51DE DIAMEfER 2 . REFERENCE THE HYDRAUCIC CONDUCTMTY TESTING AND E�TIl+�ATED FOUNDATION DRAIN FLOW BY GANSER LUJAN & ASSOClA7ES. DOCUMENTS. NOTIFY ENGINEER OF ANY CONFLI�TiNG STANDARDS OR SPECIFiCAT10NS. IN THE EVENT OF ANY CONFL.ICTING STANDARD OR . • ABAN ABANDON IN iNLET � PROPOSED MANNOLE , „ „ , SPECIFICATION, THE M4RE STRINGENT OR HIGHER QUALITY STANDARD, DEfAIL OR SPECIFICATIt7N SHALL APPLY. � AC ASPHALTIC C{�N(;RE�E F�AVING INSIJL INSi1JLATION 3 . PERIMEfER AND I.INDER SLAB [aRAINAGE PIPES SHAL� BE PERFOE�'ATED 4 SDR 35 PVC WITH TWO �2 � }� D1A1�1EfER HOI.ES 6 O.C. 120 �vA, Incorporated 25 Oid i'own Square � EXfSTING MANHQLE APART PLAGED ALONG THE 80TfOM SIDE OF PIPE. 2 . THE CONTRACTQR SFIAL� OSTAIN! AT IiIS �WN EXPENSE, ALL AP'PLIGABLE GODE�� LICENSES, STANDARD SPECIFICATIONS! PERMITS, BONDSA EfC., WHICM Suite 240 Fort Collins, C4 80524 ADQL ADDIT(4NAL iNV (NVERT � 15 " AREA DftA1N HRE NECESSARY TO PERFORM THE PROPOSED WORK INCLUDING Btfl' NQT LI�1CfED TO A LOCA!_ AND STATE GROUNDWATER DISCHAFtGE AND C��ORADO �`maii: info@jvajva.com AppM ADDENC}UI41 IRR IRRIGATIC}N 4 . SLOPE AI.L DRAfN TRENCHES AND PIPES AT A IvIINI�t111M SLCMPE 0 .50� �1 f16 " DROP PER FQOT}. DEPARTMENT OF HEAI.TH AND ENV(RONMENT (CQPME}! STORMWATER DISCHARGE PERMIT ASSOCIATEp WITH CON5TRUCT10N ACT1VffY. Phone: 970.225.9099 Fax: 970.225.6953 r1C}�.! AQJUSTABI� � 12 " AREA DRAIN AL A�UMINUM JTS J�?INTS 5 . THE MINIMUM TRENCH WIDTH SFiALL BE 12 INCNES. ALT AL`(ERNATE '� COMBINATION 1NLET 6 . TRENCH SIDE SLOPES SHAIl 8E EXCAVATED 1NITf-I A MAXiMUM SfDE SLOPE OF 1 :1 . � � EOTcC�i�NTC1CAL �ENC�INEER, ��!G1NE R�ANDjOR� UT1�11Y OWNER) AREQ� 48 0 RS� PRIOR 0 Sl'AAF2T OF ANY OANSTR CTI�N{�RIO�R OI�BACKFILLING�t � `' � ` � A M T A M t�U N T K B K 1 G l f 8 l.O C K �] T Y P E R I N LEf , _ AND AS REQUIRED 8Y JUR(SDIt;TIONAI. AUfNORITf' AND OR PROJEGT SPECIFICATIONS, THE GONTRACT(3R SHALI. CON7INUE WCTH NOTIFICATION5 APPROX APPR4XINSA�`E KO KNOGKOUT 8 T Y P E 1 3 F I E L D 1 N L E T 7 . MAIM'AIN INVERT UF Di;AIN A MWIMUM OF 12 INCHES �EL(}W �OTTOM OF F100R StAB, T H R O U G H O U T T H E P R O J E C T A S R E Q U I R E D B Y T H E S T A N D A R D S A N D S P E�C I F I C A T I O N S. ARCH AR�HiTECT{UI;A�,) KPL KIGK PLATE ,4 Fi�iRED END SEGTlON � . LATERAL UNDER SLAB PIPING SHALL 8E PLA�EC} AT A MAXIMUM OF 15 FT t}N CEN7ER. ARV AIR REL1�F VALVE KWY KEYWAY 4 . THE LOCATIONS OF IXIS�ING UT1LI1'{ES ARE SHOWN iN THE APPROXIMATE LOCATION BA�ED 4N INFORMATION BY OTHERS. NOT ALL UTILITIES �1AY BE ASTM AMERICAN St��IEtY F�R TESTlNG AND MAIERIAL� RIPRAP 9 . MAINTAfN A �IINIt�UM OF 3 INCHES OF WASNED CRUSH�D RO�K BE�OW ALL DRAIN PIPEs. 5HQWN. THF CONTRACTOR SNAL� DEtERMiNE 1NE EXACT SIZE, LOCATION ANp TYPE OF ALL EXISTING UTIL�IES WHEfHE� SHOWN OR NOT BEFt?RE ASP�i ASPHALT L LEFT OR LITEFt COMt�ENCING Wt�RK. THE CONTRACTOR SHALL. BE FULLY ANp SOLELY RESPONSIBLE FOR ANY AND A�L RAF�AGES AND COSTS WNICN MIGHT OCCUR BY ► THRUST BLOCK 10 . THE UND£R SLAS DRAINAGE IAYER, TRENCH ROCK, AND PERIMEtER DRAIN R�JCK SNAII BE FREE-Di;AA1NING 1NASHED CRUSHED ROCK A►`�ID , AS�I' ASSEMBLY LSCAPE LANDSCAF'E41NG� CON�'ORM Tq CDOT No. 57 �R 67 GRADA710NS. TIiE CON�tRACTCIR S FAII.URE TO EXAC1'LY LOCA`{'E ANQ PRESERVE ANY AND ALL UTILITIES. THE C4N7RACTOR SNA�L NOTIFY A(l PUSLIC AND PRIVATE ASYM A5YMMEIRICAL LF UNEAR FOOT ►� TEE Wj THRUST BL4CK U(1LI1Y C�MPANIES .�ND DETERMlNE THE LOCA110N OF ALL EXISIING UTILITIES PRiOR TC1 PROCEEDiNG WITH GRADING AND CONSTRUGTION. ALL WORK AUTO AUTOMATIC LP �(�W PRESSURE OR 11GNT P(l�� BEND Wj TH�UST BL.00K 11 . ALL PERIMEfER DRAIN TRENGNES SHALL BE LINED WITH GEO`CE�'t`il.E FABRlC HEFORE PLACiNG 4YA5HED CRUSNED RaCK. WRAP PERlMEtE� PERFORMED IN THE AREA 0� UTILII'IES SHAL� BE PERFQRMED AND INSPECTED ACCORpIi�G TO 7HE REqU1REMEN'fS OF THE UTILITY OWNER. UKEWISE, AVG AVERAGE LT LfGHT � END CAP W/ THRUST BLOCK DRAIN Rt?CK ENTIREI.Y WCTM GEOTE}�'ILE �ABRlC. GEOTEXX'fIILE �'ABR(C SHALL BE M1RAF1 - 140N NON W�VEN FABftIC, OR ACCEPTED THE CONTRACTOR SHALL BE RESPONSIBLE FQR LflCATING AND MAPPING ANY EXISTIN6 UTIL(TY (INCLUDING DEPTH) WNICM MAY CONFLICT W(TH THE AWWA AMERICAN WA7ER 4YORKS ASSOC, LWL LOW WATER LEVE� 5U�STlTUTION. PROPQSED CONSTRllCTION, AND �OR RELOCATIt�G ENCOUMERED UTILITlES AS DIRECTED BY THE ENGINEER, CONTRACTOR SHALL CONTACT AND RECElV� t� GATE VALVE APPROVAL FROM CIIY OF CNERRY HiLLS VILLAGE BEFORE RELOCATING ANY ENCOUMERED UTIL(TIES. CONTRACl'OR RESPONSCBLE FOR SERVfGE BC BACK OF GUR� MAIM' hAA(1VTENAtdCE 12 . REFER T4 G�I�TECHNICAL ENGINEER AND TNE EAR7NWORK SFE�IFIGATIONS AND EXGAVATION, BACKFILL, ETC. C4i�NECTIONS, At�iD RELOCATING ANR RECONNECTING AFFECTED UT1�ITIES AS COORDINATED WffH UTIL.ITY OWNER ANDjOR ENGINEER, INCLUDING I� REDUCERjINCREA�ER 13 , REFER TO APPR01/ED PLANS FOR STRUCTUFtAL, ARCHITECTURAL, BFV BUTIERFLY VALI� NIAN MANUAL AND LANDS�l�PE PLANS FOR ADDfTIONAL S1TE DEf'AILS AND DiARENSIONS, N4N-MUNICIPAL UTII.ITIES {TELEPHONE, GAS, CABLE, ETC., WHICH SHAI.L BE COORDINATED WITFI THE UTIL(TY OWNER�. TNE C(?NTRACTOR SNAI.� BLDG BU!l.DING MATL MATERIAL +FA WATER �tEfER 14. REFER Tf� BUILDING FLUM8ING, STRUCTURAL, EIECTRiCAL, AND MECHANICAL DESIGN FOR UNDER SIAB UTiLiTIES AND FOUNDATIONS. IMMEDIATELY C4NTACT ENGINEER UPON DISCOVERY OF A UTILITY DISCREPANCY OR CONFI.I�T. AT LEAST 48 HOURS PRIOR TO CONSTRUCTIUN, THE BLK BLQCK MAX t�AXIMUM Y FIRE NYDRAIVT CONTRAGTOR SI-IALI. NOTIFY THE U11lJTY NOTIFiCAT10N CEI�JTER OF COL(�RA04 (1 -800 -922 -1987 , WWW. UNCC.ORG�. Bh� BENCH MARK MECH MEGNANICAL LIGNT POLE 15 . REFER Tt} MEP PLANS FQR POWER SUPPLY TtJ SUMP PUMPS, INCLUDING BACKUP GENERAT4RS AND BATfERIES. BMP BEST MANAGEMENT PI�ACTIC£ MFR MANUFACTURER � 5 . THE �OIV7'RACTOR SHACL BE SOLELY AND COMPL�TEL.Y RESPONSIBI.E FOR CONDITI�NS AT AND ADJAC�NT TO TNE JQB SITE, {NCLUDING S�A��'iY OF AL1. BS BACKSIGFIT MH MANNOLE -s- 51GN 18 . FOUNDATION LOCATIONS ON THIS PI.AN AftE APPROXIMATE. THIS FLAN IS BASED ON STRUCTURAL INFflRMATIQN DATED 9 -9 -20i3 . ANY PERSONS AND PROPERTY DURING THE PERFQRMANCE OF THE WORK. THE CONTRACTOR SHALL PREPARE A TRAFFIC CONTROI. PI.AN FOR (?WNER BOT BOTTOM MIN MINIMUM CHANG�S TG► THE STRUCTl7RAL. PLANS MUST BE COORDINATED WITH THIS PLAN. AND OR CITY APPROVAL AND PROVIqE ALL LIGF�T5 SIGNS BARRICADES FENCING FLAGMEN OR OTHER DEVICES NECESSARY TO PROVIDE FOR PUB�IC BSMT BASEMENi' MfSC t�ISGELIANE�US �p--_...".. STQRM QRAIN SAF 1Y. THiS REQUIREMENT SHAL.L APPLY CONTINUOUSLY AND N�T BE LIMtTED TO NORivtAL WORKING NOURS. THE Ct?N'tRACl'OR AGREES TO �Ot�PLY ROQF DRAIN 17 . HORIZONTAL EAY{3UT OF SUBDRAIN PIPES SHALL BE COtvSTRUCTED PER DETAILS IN ACCORDANCE WITH GEO`EECNNICAL AND STRUGTl1RAL BVCE BEGIN VERTICAL CURVE EI.EVATIQN MJ MECHANICAL. JOINT ENGINEERS' REQUIREMENTS. WHEN FQUN�ATION DRAIN 1NVERTS ARE I.OWER THAN �"!-kE AI7JACENT SOTTOM OF FOOTING, `ME PiPE AND SHAL� WIl'H THE P�20VISIONS OF THE TRAFFIC CONTROL PLAN AND THE LATEST EDITION OF THE '"MANUAL ON UNIFORM TRAFFIC CONTROL. DEVICES," PART Vl, o B11CS BEGfN VERTICAL CURVE �TATION 59-�--- SANlTAR`Y SEWER BE CQNSTRUCTED CtUTSIDE QF THE F04TER CUMPRESSiON ZONE. FC�R CONSTRUCTION SIGNAGE AND T1�A�FIC CONTROL. ALS. TEMPORARY AND PERMANENT TRAFFIC SIGNS SHALL COMPLY TQ THE MANUA� ON UNIFORM � BW BO1T�M OF WALL IV N4RTH w�----- WATER T1�AFFIC CONTRQL DEVICES (MUTCD) W!'fN REGARD TQ SlGN SHARE, COL�R, SIZE, LEffERiNG, ETC. UNLESS OTHERWiSE SPECIFIED. fF AFPUCABLE, PART � NA Nt7T APPIJCABLE 18 . THE SUBSURFACE DRAINAGE PLAN IS FQR PIPE COi�STRUCTION (PfPE LAYOUT, T(PE, SLOPE, ETC.}. REFER TO GEOTECPiNICAL EN�INEER, NUMBERS QN SIGNAGE DEfftILS REFER TO MUTGD SIGN NUMBERS. ,�; GB GATCH BASfN NIC NOT fN COIVTRACT IRRIGATfON STRUCTURAL ENGINEER, ARCHCfECT, HYDR(}���J!4G{ST, EfC. FOR DEfAILS QN Q3NER FEATURES, INCLUDING BUT NOT LiMITED T0: F04TINGS, � . .�.�� �ONTRAGTOR SHALL BE RESPONSIBLE FOR REMOVING ANY GROUNDWATER ENCOUNTERED DUF2ING THE GONSIRUCTION 0� ANY PORTION OF TNIS � CCW COUNTER CL(}CKWlSE NPT NATIONA� PIPE TNREAD �_.,__..,,. ����R��IN SUBGRADE PREPARATION, COMPACTION, F�lJNDATION DRAiN FLOWS, PiPE 51ZING, WATERPROOFIPlG, EfC. � CD�?T COL�RADQ DEPAR1�v1EiVT UF TRAN�PORTATION NTS NOT TO SCALE PROJECT. GROUNDWATER SHALt. BE PUMPED, PIPED, REMOVED AND DISPOSED OF IN A MANNER WNICH DOES N�T CAU�E Ft00DING OF EXISTING � CIP �AST {R4N PIPE �-- TRENGH DRAiPI 19 . F'R4VIDE �UBDRAINS BEHIND ALL RETAINING WAIlS & PLANTER WALLS PER STRUCTl1RAL AND GEOTECNNICAL ENGINEER5` RECOMMENDATIONS. STREETS N4R EROSION ON ABl1TTING PROPERTIES IN ORDER TO C�NSTRUCT THE IMPROVEF��NTS SHQWN ON THESE PLANS. ';.' CJ �ONSTRUCTION J�INT QC ON CENTER ----- FU---� FLOQR DRAIN f FOUNDAIIQN DRAIN 20 . IF WATER SEEPAGE lS ENCOUN7�RE�, THE FOOTING ARE4S �HOU�D 8E �EWATERED BEF�RE CQNCR�fE PIACEMENT. 7 . R!M AND GRATE E�EVATIONS SHOWN ON PLANS ARE APPROXIMATE {}NLY AND ARE NOT Tt7 BE TAKEN AS FINAL EI.EVATIONS. THE CONTRACTQR SHALL ? CL CENTER L1NE UR GHA1N L�NK OD {�UT�IDE pIAMEIER __�T TE�EPH�NE ADJEIST RIMS AND 07HER IMPR4VEMENTS TO MATCN F{NAL PAVEMENT AND FINISFlED GRADE EI.EVATIONS. > GLR C�EAR OPP OPP4SITE 21 . TEMP{}RARY AND PERIuEANENT SNORING AND DRAINAGE SYSTE�iS SHA�L 8E CQORDlNATEp BY THE CONTRAGT(�R. THE SN4RING SHOULD BE � CMP CORRUGATE� META� PIPE OPT �PTIONAI_ E ELECTRIC DESiGNfBU{LD BY A QUALIFiED CONTRACTOR WI'TH EXPERIENCE IN °CNE A�EA. THE COMRACTUR SHAL� PROVIDE TNE IATEST {NFt3RMAT10N 8 . TNE EX(S11NG AND PROPO5ED ELEVAT1�7N5 OF FIA�YVO�K, �IDEWALKS, CURBS, PAVING, EfC. AS SHQWN HEREON ARE BASED ON E��1RA('OLATION OF FIELD CMU CONCREtE R+fA,aOhiRY UNIT _�-----�-- t�E--..---_,..- t?VERHEAD ELECTRlC FROM THE SNOR{N� SUBC(3NTRACTOR FOR iNCQRPOF�ATiCJN IidT'U li-IIS PtAN, SURVEY DATA AIVD EXISTING CONDITIONS. AT CRITICAL AREAS AND S1TE FEATURES, CONTt2ACTqR SHALL. HAVE FORMWORK INSPECTED AND APPRC1VEp BY CO CI,EANOUC PC FOINT 0�' CURVATURE 22 . DRAINS SHOUL.D 8E PROVIDED FOR BOTt� EXCAVATlQN DEWAT�RlNG At�[? A PERMANENT FOUNDATION DRAfN SYSTEM. IT MAY BE FEASlB�E TO OWNER PRIOR TQ PLACING CUNCREfE. MINOR ADJUS7MENTS, AS APPROVED BY OWNER, TO PROPOS�D GRADES, INVERTS, ETC. MlAY 8E REQUIRED fi0 PC(� PRESSURE CLEAN OUT � UNDERGROUND E�ECTRIC PREVENT PONDING. AL� FLAIWORK MUST PREVENT PONDING AND PROVID� POSITNE DRAINAGE AWAY FROM EXISTING ANQ PR4POSED BUILDINGS, WALLS, CONC CONCRETE iNCORPORATE THE �XCAVATION QEWATERfNG DRAiNS WITH THE PERMANEM' DRAIN SYSTEM. ROOF DRAIN OUTFAt.�S, ACROSS DRNES AND WALKS, ETC., 7QWARDS THE PROPOSED iN�ENDED DRAINAGE FEATURES AND COMJEYANCES. CONST C�NSTRUC7fQN PCR PO{NT OF CUR11E REfURN 0---- - GAS C(�NT C�NTINUOU�(Al`ION) Pl ROlNT 0� INTERSECTION CA1Y CABLE N 23 . iF C4ND{TI(7NS ENCOUNTERED DURING C�NSTRUGTION APPEAR DIFFERENT FROM TH�SE DESCRIBED IN THE GEOTECHN1CAl. REP�}RT, NOTfFY 9 . FINAL LiMITS OF REQJIRED ASPNALT SAWCUITING AND PATCHING MAY VARY FRQM LI�IIT� SHOWN ON PLANS. CONTRACTOR TO PROViDE SAWCUf ANq CflR CORNER PVl P(}INT OF VERI1CAL II�TERSECTION THE GEOTECHNICAL AND C(Vll. ENGINEER5. FIELD CONDfTIt�NS MAY REQUIRE AQJUSTMENT TU THE FOUNDATlt3N SUBDRAIN �'�:�M. PATCH WORK TO ACHIEVE PaSITNE DRAINAGE AND A 5t�00TH Tt2ANSlTION TQ IXISTING ASPHALT WITHIN ACCEPTABLE DRiVE SLOPE STANpARDS PER CR CUN�ENTRIC REDUCER �L. PROPERTY �1NE ---�o--�------- �IBER OPTlC ENG(NEER. COM[RACTOR SNALL PROVIDE ADDITIONAL SAWCUTi1NG AND PATCHING AT t1i'{LCTY WORK, ETC. THAT h�AY NOT BE DEUNEATED ON PLANS. CTR GENTER PE PO�YETHYLENE . . . FLQW LINE CY CUBiC YARDS PREFAB PREFABRICATED 10 . ANY EXISTING MONITORIN� WELLS, CLEANOUTS, VALVE BOXES, ETG. TO BE PROTECTED AND TO REMAIN IN SERVlCE. IF FEATURE� EXIST, EXfEND OR PRELIM PREUMINARY FENCE LOWER T4 FINAL SURFACE WITH �IKE KIND CAP W(TH STANDARD CAST ACCESS L.ID WCTH SAME MARKINGS. IN LANDSCAPED AREAS PROVIDE A GONCREI'E DFlut{l DE�OLlTlQIV PREP PR�PARA�ION r�r�.��/7��,��� DEM4�RELOCATE llTILITY COLIAR {18 "�t18 "� " THICKj AT ALL EXIST{NG AND PROPOSED MONCfORIN� WELLS, GLE:ANOUTS, VALVE BOXES, E1°C. � DIA DIAMETER PROP PROPt1SED �`�\,�.����`�.A.�`������' DEMO SITE FEATURES 11 . OWNER TU APPROVE ALL CONCRETE FI�lISHING, JOINT PATfERNS AN(� COLORING REQUIREMENTS PRIQR TO CONSTRUCTION. SUBMIT JOINT iAYOUT PLAN � DIAG DIAGONAL PRV PRE5SURE REDUCING VALVE OR DIP DUCTILE IRQN PIPE PRESSURE RELIEF VALVE TO OWNER FQR APPROVA� PRIOR TO CONSTRUCTION. � DOM DOMESTIC PSF POUNDS PER SQUARE FOOT r�x` pEMO TREE 12 . P1PE LENGTHS AND HORIZONTAL CONTROL POINTS SH4WN ARE FROM CENTER OF STRUCTURES, END OF FLARED END SECTIQNS, ETG. SEE STRUCTURE � DN �OWN PSI POUNDS PER SQUARE IN�H _ _ _ _ ... _ _ _ _ _ .... _ UMITS OF SAWCUT DET�lLS FOR EXACT HORIZOM'AL CONTROL LOCAl10N, CONTRAGTtJR IS RESPONSIRLE FOR ADJtlSTING ACIUAL PIPE LENGTHS TO ACCOUNT �'OR � DR DRAIN PT PC?INT 0� TANGENCY �--�-- .- - ---- PRQPERTY LENE f ROW STRUCTURES AND LENGTH �F FLARED END SECTI4N5. � DS DQWN SPt�UT � ��-�� ��-V� � � r - � --- �,,EMENT E.INE 1 � . All SURPLUS MAfiERIALS, TOOLS, AND TEMPORARY STRUCTURES, FURNiSHED BY TNE CON'fRACTOR, SHALL. BE R�MOVED FROM THE PROJECT SITE BY ° �WG DRAWING PVC POLYVINYL CHLORIDE OR THE CON'fRAGT4R. ALL DEBRIS AND RUBBISN CAUSEQ BY TNE OPERATIONS OF THE CONTRACTOR SNALL BE REMOVEp, At�D THE AREA OCCUPIED DURING QWL GOWEL POINT OF VERTICAL CURVATURE L1MiTS OF WORK CONSrRUCTION ACTMTIES SHAI.L 6E REST4RED TO ITS QRIGINAL CONDiTION, WITHIN 48 HOURS OF PROJECT COMPLETION, UNLESS fl1'NERWISE DIRECTED ��► � E ��.`. PVMT PAVEMEM' MATCHLINE �Y TNE MUNICIPALITY OR OWNER'S REPRESENTATNE. ��� ¢ � EA EACH QTY QUANTf1Y ��.J'"" """'L � PROPtJSED BUILDING 14. THE CONTRACTOR fS RERUIRED TO PROVIDE AND MAIM'AIN EROSiON AND SEDIMENT CONTRQL MEASURES IN ACCORDANCE WCTN THE LOCAL JURISDI�TION, � �� � _ ECC EGCENTRIC --- TNE STATE OF CpLORA00, URBAN DRAINAGE AND F100D CONTROL DISTRICT "URBAN S70RM DRAINAGE CRl1`ERIA MANUAL VQ�UME 3 ", THE M--STANDAR{� � EJ EXPANSION JT R RIGHfi � � � � �. n.. ...� . �,� : EXIST SUf�OING PLANS OF THE CCiL4RAD0 D�PARTMENT OF TRANSPORTATION, AND THE APPROVED ER4SI(}N COMROL PLAN, JURISDICTI�NAL AUTHORI�1' MAY REQUIRE EL El_EVAT(ON RAD RADIUS ' . -� . � � � �° � �� ' THE CQNTRACTOR TO PROVIDE ADDfTIONAl. EROSION C4NTROL MEASURES AT THE CONTRACTOR�S EXPENSE QUE TO UNFOftESEEN EROSIt�N PROBL�+lS OR E�B � El�OW RCP REINFORCED CONCREfE PIPE �a BLDG ACCESS � IF THE PLANS DO NOT FUNCTiON AS INTENDED. THE COt�TRAC70R IS RESPONSIBLE FOR PROHfBITING SII.T ANp DEBRIS t.ADEN RUNOFF FROM LEAVING ,��!�ruiri ELEG ELEGTRICAI. RD ROOF RRAIN TNE SITE AND FOR KEEPING A�L PUBUG AREAS FREE 0� MUD AND DEBRlS THE Ct�NTRACTOR IS RESPONSIBLE FOR RE-ESTABLISHING �1NAL GRADE5 ��� �°���,. i , 4yi� r,�.� .� ENGR ENGINEER RE REFEftENCE . : . : �. : . .: . : � �� ` # ,. � �,*'` �. ��•�.,'�'�� � : . s , � . . CONCREfE PAV(NG AND FOR REMSOVING ACCUMt1LATED SEDIMENTATIQN FROM ALL AREAS 1NCLUQING SWALES ANp DETENTION/WATER QUALITY AREAS. C{7NTRACTOR SHALL � o .�;* �, ,� ¢ EOP EDGE OF PAVER�ENfi RECT REGTANGULAR REMOVE TEMPORARY ERQSI01� CONTRQL MEASURES AND ftEPAIR AREAS AS REQUIRED A�fER VEGETATION IS ESTABLISNED AND ACCEPTED BY OWNER AND � �'` �` ; � LA �� � - ,� ��"146 �'= � EQ EQIJAL RE(NF REII3FORCE (D} {ING) tMENT) � � ^� ASPf-IAAI..T PAVING MUNICIPAI..fiY, f� ;� �, EQUIP EQUiPMENT REQD R�QUIRED � `,�2.�•���� �- EQUlV EQUNALENT ROW RIGNT OF WAY 15 . A�A COMP�iANCE: T'. 1E CROSS-SLOPE OF ALL WALK� MUS1' BE �. .D� MAX. PERP�NRICULAR Ttl DIRECTION OF TRAVEL. MAXIMUM GRADE OF ��� '�►,..�.�`,�,� ��� • ASPHALT (?VERI.AY NANDICAPPED ACCESSIBLE WALKS MUST BE 5 .0� MAX. !N DIRECTION OF Tf�AVEL. MAXIMUM GRADE OF AL� HANDICAP FtAMPS IS 8 .3 % UVER A MAXiMUM �`�'�i,rrr�i°�ii���"��"\ �SMT EASEMENT �r��� 6 " RISE. MAXIMUM GRAQE AT HANDICAP PARKING IS IYPICAIlY 2 09' IN All DIREC110NS. CONTRACTOR TO NOTIFY ENGINEER PRIOR TO PLAGEMENT UF �s� Es��a�� s�v s��vi�r��r ��`���%����'�,����.%�,? �,�m . � 1 �/2�1�013 �VCE END VERl'ICA� CUF� El.E1tATI�N SD STORM �RAIN FIATWORK OF SCfE CONDIIIQNS OR DISCREPANCIES WHICH PREVENT TYPICAI. REQUIRED GRAQES FROM BEING ACHIEVED. ALI. F�AMFS, STAIRS AND �VCS END VERTICAI.. CURVE STATION SECT SECTION CURB & �U1TER RAIUNG SHALL BE COf�ISTRUCTED IN ACCORQANCE Wffl�i CURRENT ADA STANDARQS. HANDICAP RAMPS SNAL� CaNFORhA TO CDOT M-STANDARDS (SE£ DESIGNEp BY: RAB EV� EACH WAY SPQ STANDARD PRaCTOR DENSITY QEiAIL M-608 -1 , ETC.) DRAWN BY: RAs EXP JT EXPANS(ON JOINT SPEC SPECIFiCATION . . . GUTTER PAN 16 . BENCHMARK INFORMATION: TOPOGRAr'HIC {NFORMATION WAS PROVIQED BY EAGLE VAt.LEI` SURVEYING. SEE "TOPOGRAPHIC SUR'�EY" DATEa AUGUST 3 , EX1ST EXISTING SQ SQUARE CHECKED BY: GRH SQ IN SQUARE INCH �► SPILLjCATCH CURB TRANSITI�?N 2007 , WITH ADDffIONS CI.QUDF..� ON WOVEMSER 15 , 2013 . BASIS OF ELEVAIION: SEWER MANHOLE AT NE COR LQT 5 lNVERT=8� 27 .� (SEE URAWING� . FNC� FOUNDATi(?N SQ FT SQUARE FOQT BA.SIS OF PROPER7Y �INE �OCATION.PREV. �NQ. MONUMENTS ON WESTERLY IINE LOT 5 , COORDINATE AND V�RIFY At.E. VERTICAL ANC� HORIZONTAL DATA JOB NUMBER: 216$c FES FI.ARED END SECT[ON SCt YD SQUARE YARD �'°��2p,,���,,,,• PROPOS�D (NDIX CONTOUR SNOWN IN SllRVEI( AND REPORT ANY lRREGULARiTIES OR DISCREPANCIES TO ENGIN�ER PRIOR TO �ONSTRUCTI�JN. DATE: 12113/2013 FF F{NISH f�140R SS SANITARY�SEWER 17 , PROTECT ALL TREES AND VEGETATION. PLACE CONSTRUCTIOh! FENCING AT DRIP L1NE QF TREES AND PCANTS NEAR THE WORK ZQNE. DEEP WATER (� JVA, INC FFE F�NISH F1QOR ELEVAT{ON SST STAINLES� STEE� �?j.��� PROPOSED INTERMED�ITE CONTOUR TREES WEEKLY. HAND EXCAVATION REQUfRED AT ROOT ZONES WHERE PROPQSED PAV{NG QR U1ILITY WORK fS WCCHIN DRIPLlNE 4F TREES, FG FINISH GRADE STA �TATION FH fIRE M't?RANT STD STANQARD ' - � � EXIS"f' INDIX CQN70UR � . , 18 . THE CON?RACTOR SHALt. FURNISH THE ENGINEER OF RECORD A Ct?MPLETE SET QF CONSTRUCTION RECORD DRAWII�GS ("AS-BUILTS"}, FOR TNE FL FLQW �.1NE �TL STEEL �� ` �. � � � � ° ` `��` � � � � � �'� `� � � CONSTRUGTED IMPROVEMENTS. THE PLANS SHALL BE MARKED UP TO SNOW SIJFfICIEM' DIMENSiON T�E5 TQ REASONABLY PERt+�ANENT SllR�A�E � . � „ : � � � � , � � p �� �� > F. FN FENCE STRUCT STRUCTURA� ,� � ` � �, � ` � �``' k� �` � :'� ' ° rc FEATURES FOR ALL BURlED FAGILITIES TO ALLOW F0� FUTURE LOCATING. THE PLANS SNAII SHOW F1NAL PAVEt�ENT, F10W LINE ELEVATIONS, CONTOURS � t g , _ � �� EX1ST INTERMEDIATE Ct3NTQUR � Ft�C FACE OF CONGRETE SVG SERI�CCE � ' , t �„ '' ` ` ` € � ` � AT P43ND/DRAINAGE FEATURES (AS SU�JEYED AND CERTI�IED BY A COLORADO P.L.S.), MANHOLE, PIPE, AND 1NLEf LOCAl1QNS, INVERTS, GRADE �2 � � r . �� d 3 �.-a. � 3 k , }, @w Si ..>.M .... FPM FEEf PER M1C�UTE SWMP STORMWATER MANAGEMENT PlAN + 20 .50 PROPOSED SP07' EI�VATION � � , .�:_, `j '" Z-� f ��„� .�,� ., � . �� ry,,. ELEVAiIONS, AND 51ZES OF ALL UfILITIES, AND ANY V/�RIATIONS FROM 7HE APPROVED PLAN. FPS FEET PER SECONQ SYM SYMMEE�RICAL � ` ` ;;�" �. E � � _ �.� , : EXiST SPOT ELEVATION � 19 . LflCAT10NS OF CLE:ANOUTS, LIGHTS, SIGNAGE, JUNCTI{3N Ht�XES, AND OTHER SlGNIFICANT SITE FEATURES TO BE STAKED F�JR ENGiNEER AND OWNER � i s.. �fi.� �,.�� .� � �� �. _M � ��--;,,j- APPROVAL PRIOR TO WORK. CLE:ANOUTS, JUNCTION BOXES, AND ADJACENT GRADES TO BE RAISED ONE-HAL.F INCH AT ASPHALT/CQNCREfE (OR 1 " AT Fi'G F40TING OR FI`I�'#NG TB THRUSfi BLOCK 1P � INLEf PRpTECT14N �p �` :-�� � _._w__ . ar. ,-. . ��- ��- ----°_�° LANDSCAPING TQ PROWDE POSlTNE DRAINAGE AWAY FROM FEATURES. � TBC TQP BACK OF CURB -� ���' ., _� AP ) G GAS TBM TE�PORARY �ENCH MARK VTC VEHIC�E TRACKING CONTROL 20 . THESE PLANS ARE FOR STORM SUBDRAIN AND UfIL11Y PIPING t�NLY. REFER 1'� ARCHIIECTURAI. AND LANDSCAPE PLANS FOR SITE AND DRNEWAY '�'C GA GAUGE TEMP TEMPOf��RY C����� MATERU�LS, SUBGRADE PREPARATION, GRADING, DRAINAGE, AND HORIZONTAL CONTROI, w � ",;:� GAL GALLt�N THK THICK � "`� GALV GA�VANIZ�D TOB TOP OF BANK -----�T�'-X SIL7 FENCE 21 , REF�R TQ LANDSCAPE PLAN5 F0� ADD(TIOt�lAL. 1NFORMATION REGARDING PIANTINGS, TflPS01L, ETG. PROTECT 7REES AND VEGEI"A110N AS REQU(RED, ;� C� C� � t�='� W C]' L� !�-� GB GRADE BREAK TOC TOP OF CONCRE� 4R TOP 4F � PlACE CdNSTRUC�iON FENCING AT DRIP �.INE OF TREES ANR PU�NTS NEAR THE WORK ZONE, REEP WATER TREES WEEKLY. NANq EXCAVA710N GC4 GRADE CLE:ANOl13 �URB �.�' �� GURB R�CK SOCKS REQUIRED AT ROqT ZONES WNERE PR{�POSED SITE, PAV1tVG OR Uf1LITY WORK IS WITHIN DRIP LINE OF TREES. d � � W m G f P G A L V A N 1 Z E U I R(}N P I P E T O T T O T A L, 22 . B A S E D O N T H E C U R P E N T P R O P O 5 E D B U I L D I N G P L A N I T I S A N T I C I P A T E D T N A T T H E R E S I D E t�C E W I(1 �E S E F t V E D B Y 2 " D O M E S T 1 C W A T E R S E R 1 t l C E A N Q A W -��- � -� � GND GRaUNO TW TQP {�F WALL CW CONCRETE WASHOUT AREA 4 � S A N I T A R Y S E R V I C E, O W N�R A N D C O N T R A C T O R T O V E R I F Y F I N A L T A P S I Z E S, B A,S E D Q N F 1 N A L F 1 X T U R E C O U N T�S, A T T H E T I M E O F B U I L D I N G P E R M I T C L'' � --� � � GPD GALLONS PER DAY TYP TYPICAL A P F U C A T I O N A N D A D J U S T T A P 5 1 Z E 5 A N D T.A P F E E S A C C O R D I N G L Y', GPM GALLONS PER MINl11'E � W � W ''� GRTG GRATING U8C UNIFORM BUILD(NG CUDE - � � - � � PRQPOSED DRAINAGE BASIN BQUNDARY (MAJOR BASIN) 23 . F(NAL SANITARY, WATER, AND 07HER UTIL.TfY AUGI�MEM�S TO 8E DETERMINED IN F1ELQ BASED ON ENCOUNTERED F1ELD CONDIT(ONS. N071FY ENGINEER "`� -�" ,� ",;> U.} GSP GALVANIZED STEEL PIPE UGE UNDERGR4UND ELECTRIC ... ... ..., � � ■.. PROPO5ED DRAINAGE BASIN BOUNDARY (SUB BASIN} OF ANY DISCREPANCIES AND ADJUST INVERTS, MANH(�LE ELEVATIONS, ETC. BASED ON EXISTING UTILCiY ELEVATIONS. ' W --.1 Q W GV GATE VALVE UTI� t1TILIIY � Q I R E C T 1 4 N O F F�.O W (H {S T O R 1 C} ��� B � L� 2 4, G E Q T E C H N I G A L A N D S T i 2 U C T U R A� E N G I N E E R I N G D E S I G N S, P L A N S, A N D C O N S T R U C�"I Q N I N S P E G T I Q N !S R E C O M M E N D E p F O R F U U N D A T I O N S, S L A B S, W m "� � Q H HEGH VERT VERT1CAl. -�-----► DIRECTION OF FLOW (DEVELOPED) DET�1 � TIT�.E 1 FOUNDATION QRAINS, DRNES, STEPS, RECAINING WALLS, EfC. DUE TO THE SLOPE OF THE 5CfE. SPECIAL SL4PE ER0510N pROTEC710N {SUCH AS W � '� �"' � ' ,�.y-�---- DETAI� NUF�BER IDENTfFICATION � FiB Ht?SE BlB VC P01N1' OF VERIICAL GURVATUR£ � BIGDEGRADABLE F1BER MAl'1'iNG TO AL�OW VEGEtATIQN TO BE ESTABLISHED) ARE RECt�Nit�ENDED FOR ALL SLOPES STEEPER THAN 3H.1V, OTHER N �t- L� = HE HORI�ONTAL ELLIP�ICA�., VCP VITRIFlED CLAY PIPE 1 BASIN DESIGN POINT 5� - SNEI�pfS WHERE THE SECTION OR ELEVATION SPECIAL SLQPE PROTECTION MAY BE REQUIRED BASED ON ENCOUM'ERED FIEt.D CONDITI4NS. COMPAGT Al.l. SUBGRADE PER GEOTECHNICAt. ENGINEERS � HDWL HEAi�WALL � A _ DEVELOPED BASfN DESIGNATION IS CUT OR CAI.I_EQ f�U3' RECOMMENDATIONS. W � HNDR� HAND RAII. W YVID� OR WIDTH DRAINAGE BASIN IDENTIFIGATION BUBBLE .5 - RUNOFF COEFFIC{ENT - INDICATES SAME DRAWfNG C� � HORIZ HORI20NTAL W/ WITH ,5 t .0 1 .0 = AREA ACRES DEi'AIL TlTLE 25 . QUE TO EX{S11NG SITE CONDITIONS AND TNE PROPOSEO 11NPROVEMENTS, STEEP GRADES (MAX 2H:1V} ARE REQUIRED. JVA AS�UMES NO RESPONSIBILlTY �y} � NP H{GH POINT W/0 WITHOUT FOR ISSUES (EROSION, SLOPE FAILURE, SE7TLEMENT, F�OODING, ETC.) RElA7EQ TO SAID GRADING) ._..1 . � HR HOUR WQGE WA7ER QUALIlY CONTROL E1.�1/ATION � ----°-- DETAIL NUMSER lDENTIFICATION 26 . ALL BUILGING WALL.S TO SE QESIGNED BY OTHERS. CONTRACTOR TO SUBMIT WALL At� D DRAIN DEfAILSjSHOP DRAWINGS T� OWNER, WALi. DESIGNER, �, #�fAC HEATING, VEMILATION, WQCV WA1ER QUALITY CAPTURE VOLUME C1 .0 SHEEf WHERE THE DEfAiL I� DRAWN AND GEOTECHNICAL ENGINEER PRIQR TO CONSTRUCTION. OWNER, WALL DESIGNER, AND GE4TECHNICA� ENGINEER SHALL ARPROVE All ASPEGTS �F � AIR GQNDI�It}Nlhl� WSE WATER SURFACE ELEVA110N - (N�ICATES SAME DRAWING WALLS (DESIGN, LOCATIQN, SUBGRADE PREPARATIQN, CONSTRUCTION INSPEC71tJN, ETC.}. "iW" ANQ "BW" INDICATES F'INISNED GRADE AT EXPOSED WALL. _ � �wL �icH�w-�� ��v� WW WA5TEYVATER DETAIL MARKER REFER TO STRUCTURAL RECAIt.S F4R ACTUAL ELEVATIONS. f > HYD HYDRANT X SECT CR4SS SECTION , � ._..---- RE'dlSION GLOUD SHEET NUMBER � YH YARD M`DRANT REVISION NUMBER � n � � � �� U � � > � r � ' � i � � � ��p►tif ��� ( � � � � f� � � � ;' f � ���� � �r � V ! �����1l���� � � ; ,% , `' ' �. � �� '� ARCNITECTURAL FINISH FLOOR ELEVATION 100 .00 ' !S ��'���III � � ' ` ~`" ' EQUAI. TO TOPOGRAPHIC SITE ELEVATION 8148 .00 ' . A�� � _ � � � ,r `� � �` , , ` `� ,;,� � ' , ` �� � ` �. PROPQSED SPOT E�EVA71tJNS REFERENCED IN THIS PLAN • . �" � a�.. � � ; , 1 ? ; �F�"` 2' `��, r � f' �� "� ♦ JVA, IncorporaYed 25 Old Town Square FOR THE UNDERf PERIMETER DRAIN ARE BASED ON F ~' � "�'w, �Q � Sui#e 200 Fort Callins, CQ 8052A � ,f ' ,' ,� , � .� � ��� ,i , � ARCHITECTURAL ELEVATIQN 100 . . , � � f � , f " ��� E-mail: info@Jvajva.com � ' ' % _ . _ - ' � t F e t° : % °r,,,� F" � '� µ ' . - Phone: 97Q.225.9099 Fax: 97p.225.6963 r � � � � � f'. .. , � ����w ��� �� . � : ; ; ��; , � � �.. �EGEN D E �� �' � � 6 ' l�IA, SUBDRAIN MANHOLE C4 .1 �' � , fi � ��`'`a`',�� � � ; . � d � � � ` �� _ _. , � , � WITH SUBMERSlBLE UMPS , °, `, , ,'` , °; � ° �-100 fl0 UNqERDRAIN PERIf�ETER DRAIN PI E , ,, ,' i , RIM EE.EV 8149 .�0 ; � t SUBDRAIN MANHOLE CONTROLS AND _�'4 ? �. `° �``""'°�„ � INVERT ELEVAfiON r # p � r� � fNV IN E� VARY, SE� P'IAP1 � � � � ;' INSTRUMENTATlON IN MEUHANICAL ROOM �� � , �,___ _ . _ �*.."1 UD�.._.� PROPOSED UN[7ER DRAIN , °� � iNV OUT DISCHARGE EI.EV 8145 ,41 ; � � � ° , ' ' � , ;F' ,, ` {RE: MECH) , , `''"�,.�. PVC Pl1MP flkJl'FAL� Tt� WATER FEATURE WITH P051TIVE � s` � �� ,r , ,` j •,,,� t� PROPC1SEt7 P�RIMECER DRAIN SLOPE. PROVIDE HEA7 TRACE Ft�R ENTIRE Bk1RIED PUMP i � s t < � � ; � • f $ j , ,� ^' j ! ~�'..,,�,�-_,�_ rf``� �"JI}_"--°..,...... 'rSTOR�V{ DRAIPJ OUTFALL Af�D iNSULATiON FQR LESS TNAN 4 .5 ' COVER ; VALV� VAULT e�F°� �' , ' � " } � °'`�• ' _ � �' �` � � d = �' TOP OF F0071NG ( E. STRUCTU ) ; _ _ _� �f � . i 29 .9 i ; „ ._ . __ .. _ �. _ ; i. ,``► .,, --- z ,,_ . � . �, " , r ,. -- j �`" � � 28 .96 � ` ° �` � `�. � ,, F ; , . .... � ; , i ' f " ° vt �,. "r',�. ,� ' � � � � � �' ,� ,,�`' 29 .65�` ' S1'{�RM DRAIN S'►'Sl`EM TO DAYLiGHT `�. �""`�„ ,� � ,. - .._. ; 1 7` �y f' S 29 .59 '� 217 .2 � �� r�` � `. ` ,.�� f ' � ' ` 45 .3 5 � r � r °', . � t� w � � , ;, �, 2 , ' � - "`� � '` � ., ' 45' SEND �` s ��' �� � ` _ �- � �� , � ; _ _� . . _. � �- � . ` -�' f � � � . � � ` �. 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C� � �7 t ! � Q i i "'�41�y ss � ^(�' � ;� i�� � .7 � � ; � l 7 �1r� �'°r n"' '�s, ,«...,... . ° . �� � i � i � x f � \'ry � § � : , �_ _ __ 4 f F �, i , , 34 .29 � �, � � , } 45 .5 Y CONNECT PERIt�ETER AND UNDER SLAB DF2AINS `�. ��..� � , � �� � r ; 25 .0 29 .6 � �1 .21 34 .2� ; �--: ,r�� 5q .0 % � � r '�`'� �.,�. � _�. , , ,.,� . . ,...... ' ,, r � � + (� �-� .. � i � V V ' -'_""o ---'- "..' °___' ,- � . ��� �` ° , � __�,- ' � ;---- s• �- -----; �-- ----- ' ---'- -- ------ -------- - ----------- --� ; ° � 4 i 7 ! 530 .U � TO STORMI DRA1N S'YSTEI�+1 TO DAYLIGHT (SEE G2 .0 } ��`� °�.. `` � �� � ; ; ��a,a,;�,+o ? C4j � � � 34 .5 . ' F z '� � � 1 � � " �L.C'� � � .J10 � � O i i j� � t �a 6 ! 2 .2 � � �? , � ��`� 45 .Q ' ' C° � 1 .0 ' . . . _ ` , � � , , � 70 � , a � � , , � S�SD--�-- S S S S SD�S D-� S ' � _....... , � � � � ' f - 9i '� , ux r � > , , ._. , ; � : � � ; ; ; # ' I' Qcl T/FTG- 110' - " 17 .9 ' �' � � � ° � _. � � � t�, ` � ; � � ; 53 .9 % a°, i ; ; � � ' � 0 .5 % � CO � � - � , ; ; i ; _ _ _ _ ---- ------- ------------ - --- ------ ------------------------- ------------------------- ------ i � � 34 .37 ; T/FTG $7' 6" T1FTG 90' - 9" TIFTG 3� - 9" TlFTG 97" - 3" ;- ° ¢ � "'�-�- -T __ , ; 30:.2 � 29 .6 ; 4 .7 34 .2Q a� - ' � PD PD -i- � � PD PD ' p�4 .2 % 38 .0 ° � y � t � ; � _� ' + f 1 , _ , , r : � ; ; � ; �r, •- t � � 2 .5 ' � 6 .Q ' ------------------- __-___-9=Q � � r C(} a ; `` , � / � ! , a i � ' i C �CJ � I i.______'__' '_""_ "'_"^_..' _°^"'rt"" ""'_"'_"`."'__.r"_' r_°""" .s '.._____ a � � i { •' s i � � � �t �j.} ' i e i i i f °°�"°a�.a """.... ? � � � i �l7' VJI ' Cn � � � � i i i V , . . � � .t � 5 ,�a 1� . ' ; � � � a ; . ; , ; 37 .5t_...._'.�' ; Q .75 � �` ; ,��i ,f ! r` � '' SMAi�� PIPE H�ADWALI. 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ALL WALLS ANC� BASE SHALI. BE REINFORCED WITH �4 'S � 8 " fiHE GRATiNG FRAME, CONCREtE MAY BE DEPRESS. -�- 12 NEW PAVEMENT SURFAGE t�C EACH WAY. REINFORC1NG BARS SHAL.L. BE DEFORMEf� AND 9 . PROVIDED EMBEDDED PL��.STIC f.A[}DER STEPS AT 18 " VERTICAt. C___� � ADJACENT PfPE MATCN EXI5�' (MfN 6 " ASPHALT SHALL HAVE A 2 " MIN CLEARANCE. SPACING FOR INl.�T5 DEEPER TNAN 4 '. SEE PLASTIG S'fEF GRADE . , 4 � . . ANi� 6 ° CLASS 6 ROAD BASE} 4 . WNERE INLEi' IS INSTALLED IN TRAF�IC AREAS, ALL GRATE5 AND DETAIL ��-� C� 1 ,0� , � . .�. . ° . �. . a � � . . FRAMES SHALL BE GRAY OR DUCTlLE CA5T iRQN CONFORMING , . � � .a �, . � .o �_ . � � � � �� � UNIFORM SAW CUfi L1NE C.�_'`� C���� _ -�•---�. _ . � . . � . ., � c? 1N t�PEN FIEl.I} iP� STREEf TO GDOT 712 .06 . GRATES AND FRAMES SHALL BE DESIGNEa _ o . �y�':o ° . . �, �, ° � • . r ASPHALT f CONCRETE T4 WfTHSTAND NS20 LOAQING. . �.°.o ° `'`'� 4 4 . . 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TRENGH TQ BE BRACED 4R SHEETED AS N�CESSARY FOR 7HE SAFETY tJF THE WORKERS AND THE PROTECTIf7N pF OTHER UTILCflES. �� ��` � 3o MINIMUM GQVER iS 18 " �E�OW FINISHED GRADE. ° ST� � I� SE�V�E� PIPE BEDDI �IG DETAI � , �� ° � �-� a .� 4����������f� . �X� � ; � , � F � � � $ ; .�• �`•;,�� '�.y .9� � �+ `��;.�' � � �� � , i � F � h � �' �° � � -. r � � `�(,� �* � a��� ��t �+� * � ` ., S 3`� .vi a.ni ��. � t Fs ^k ( .� 5 y " _ Yx+-. v..� .s ��� M •yi S 'YF .. ," E � v ? r � r , a " �rif � �+^ a . ,. .. ° 'a e fi r, � ^� {1��MMyw�.+�'�� \ .�� � 4 � z s � .a . _ , ..� ....,�. �i � - ( y� �`�1i1/ �IQNt+t-�� r��' � . .,,m�M �...�� � � . �, .�u,-r �HlllJtt��(�f������ D#S�'ANCE REQUIRED �f N � , __. �. ...�, 12I20/2013 TO A�IGN DOWN SPOUT .H� �_ ���� ry.�� �� � .� �.v. ,-� / � OUTFA�L WITN CENTER M _� s � 5 ___ � .� �. . . _ �.�. _ � � ._x�. ...� _ pESIGNED BY: RRAB � � s _�/� � t�� c�� (s �i�} ��w�v �Y: � S�AB ON GRAf)E CHECKED BY: CRH . . . . , rt: . � : =.: . . w�u.. {�E: s�uc�} f��: s�ucr} �oa r,uM���: �� s� * ' Y.# � ' . f � . : . f . � Y � .i . ': . R' . ` : � � : '.. .I � Y �� ., . - . . . < : .� . � : � � �. qAMPPR00FING, WATERPROOFING, � � °o WASHED GRUSHED ROCK PER GEOTECH C1ATE: 12113/2013 . . � . : ... : .: . . ;} ..� ,. . . . � ;; ; . : : �. . . �� ' � � .� � .na.� .�. . ;.,: : ORAlNBOARD, lNSULTAl10N, EfC. •i •� � s� ca . -. " _ . . , . : •� � � . ' ° RE: OTHERS � : d 4 SLAB ON GRADE (� JVA INC :, �,. : '. � � �, •� � .. :, . . .. � : . : y� ., :: � � (RE: STRUCT) � " � ° � ,, 4 , , .��+. .' . �� �'' �! � 5 � e � R , �i i h �h . . L.. .:.,h ( F J�t 4 as. � } f ''S„�,; � X �� � ,y . . .;; � � + . . �4i . �t # 4 ! *. � �.� -♦ {� . ! �.f ,. Fv. + � �` . I a +. { <7 k'. s x + +1 ,,y � � � ° j . : .. �,. .-;: � WA5HE�7 CRUSHED RQCK PER GEQTECW � � f ' y �{� �. , � ; ' •. , � - . �� , : : , � � � > r , i , t * ; � •� �� ' � ♦ . '� ? t + � � .}�a � !.x'. ,. . .- . ,r w..t. , k Miw,�e,. , ..1 ..�.._ �. � S lr st .,u .tt k ? - r s" t` :r ° f a , s t �, v z. i ..� .i, ` ° , 3 . ` . .. J "Y 3 C / Y 4 S F 3T } P E' ,s� 1 . WNEN ROOF DRAlN CONNECTION IS 1NSTALLED �:, ":.�°:� �Y: , � � . . .. . . , � � � . °. . P ,J � : � . .. �.�' CA5T IRON COVER IN PAVEMENT . >�. � � � � �' � : ` � `P F . . . . � �. . ; w � . .. . :'. ..:.F : Y .i a :e 4: . .nk .+. ` . IN SODDED ARFA, QEPRE�S C�NCRETE �� � � . � � � � - �'oR� � " AND LANDSCAPE AREAS . � ' � . ' . a ./1r � • . . a d . � E Y ,,. .. Y, .. . . ... . . . . d t r �; } a ; � . . : .,, . , : ' , .3� t , • � � � . LI ,. �. : . , �..,, . �`.. ., .r ,�,.� � ati l" ,.,� ° i � :'� ..: #' ,t..y. "� . �, :. ':>t" , "' ' .., . a� �`.� :`� v .. �:��.: � � .,- . . . BRASS COVER �N WALKS , • ';, � (y » � ;' � `� ;' � �,¢ >9. ;� ��,.. ,� �,:` } f. � ,, , <� ry - � ENCASEMENT 2 BE_OW TOP t}F ELB�W . . . , . .. . �.� . . - . MIN OF 1 OF WASHED � } d , a .., " F'�, y ` d .y. . � '!l/ .�. ..` { : F � ,�'� b'�X� 2 i � r ..� ' x p il . ..,.x f j ¢ .,+,� t „ 914 . � : ri . . . . : � . . . . . � �. • . , � � .f .� s w. Q } f . • f '. • • .: � ' . ' �' AND PLAZAS { 2 . U5E NDS ROUNa 6 GRA7E QR APPROVEG . • � _ ; CRUSHED ROCl� WRAF'PE� ° ;' � ;���; > ,�P d` •. � -� A � § ,� .� f � "-�` �' # y , ; , �s ',` � . • . • : . . • . , . .r • . • : � .,_ - ' y �,. h p�': > -,..J' , � ,*- � ` ' �` �';x : �� 1r ; f ��, . ,_- > _ �, �� x � .�i ¢ �P �n".t� I �,S �, ` } � d � � J } EQUAL,. �� : �. . .� ~ . � ��. : WfTH FI�TER FABRIC, OVER , 1 --U ,� ° . . . "� _ .� _.,... s � Y � = � r , � � #� :.. ,3 PERFORATED LATERAI_ DRAlN PlPE ; y ,� . . . a . . i .. �' . 4 y. rr .' d . . -�'C�.. . p ,dX �, s? �: t t�� r f „ ���� {,'ER{a��� � a . . _.._._ . ,. � � .�:.°� �" ° ,s'` ' ``f , � �' �" ��`�,� �`,,� ' � 3 . lNSfiAI.E. 1 2 EXPANSION MATERIAL �EfWEEN LAP MIN. fi AT SEAMS � . a ` � � � �°� �' ' � � _� ; � t'� .��� . 15 p.G. MAX � REBAR � .� � ��° � �� � ��v , �� � _; � � -�� , , , ., ri �C}NCREfE ;AND BUI�.DING. ED�E OF � � � � .�� � a � � �, DQWN SPOUT BUILDING [� N � 3 " MIN . . a . � Q� . � � � 3" �Ilt� �` � � ` � � d ° � 3 M!N S�OPE +� 0 ,5Q% MIN �",��, .� ��, � ,�� ,� �°� � J� [� (''+� j'�p (�j : :�'�� �r� WASHED CRUSHED CONC COW�R WJ'�.1HEIJ �!I\�SIj� . '. A . d � WASHED CRUSHED ROCK BELQW PIPE 4�' BEND . �N LANDSCAPE RQCK BELOW PIPE � � ° � � � ROCK BEL.OW PIPE PERFQRATED LATERAL DRAIN PIFE L1.1 C1 FINISHED � AREAS ONLY � � , � 15 O.C, MAX PERFORATED GOIIECTIQN C,.7 �C SLOPE � 050 % MIN FLOOR '��� 4 PERFQRAIED PERIMETER � CAP PIPE ENDS Z C� C� FORM CONCREfE . . ,,� ',. 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OVERALL �E QPENING + 6 " � t SIZE SIZE STUD � PLATE PIPE 2 3 .375 X1 .5 .75 6 � 2 C� JVA, INC BY PUMP MANUFAGTURER} , � � � � j 4 -12 .� x2 1 8 �3 2 1 -1 f8 � � :� REMOVABLE 14 —16 .625 �3 1 ,5 12 �C12 3 de � -� � 4'° INFI.UENT INV 8128 .9 � �. .� ._ � _ � . � ._ �� r�r __ � . .�� �_ ___ � _.. . ,,_ �.v �. .__ __ a .� � � �_ . _. ._ .. _ , � n� . _ , a.� ti_. � � � SQUARE KEY WRENCH 18 -2�€ .75 x4 � � 12 �12 � 4 � �: LWL PUMP OFF 8128 .50 �r�-� ..` � � — # I 3 � TO 4 � ADAPTER , � �u���I ___._ ( ����� � � ` . a ` � MIN WL REQ D 8128 .0(} � � � ____ � ____ � .— � .� � ; �`LOUR PIPE SUPPORT DETAIL � � � e �z � � � a � � � x DfSCHA GE . d BJM SK1500� SUBMERSIB� PUMP � ' 1 /4" AL DIAMONp PATTERN N� ' ` ' `' ' p _ � w��ri� su�� � � s�rs��a �ao SECTION -- CLOSED ` � `f� � � � � � � � � � � ` ��� . � � RED V1�YL GRIP � PLA7� GOVER ', � �� � k_ �� ,._ GROUT Flll D�1P!_EX CQNTROL PANEI. 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THE i'LANTINC� F'Li4N 15 DIAC�R�MMA�TIG. f�LL. PLr4NT LOGATIONS Ai'� ,4PPROXIMh.T�. QUAhlTI71�5 SHc�WN c?N TH� �LANTit� � � ! . CANTRP�GTDR TO V�RIi�'T` �XISTING a1TE lKFCJ12MATION, INGLUDING STRUGNRES, UTILITIES, PROPERTY l�INES, LIMITS OF { . ALL GOMG}2ET� ANQlf7R 5Tf�11GTURAL WA�L.1..5 SHALL t3E 4zEIN�ORGED t�ND MF�t STRUGTUR/kL EN�iNEER'S SP�GIFIGf�cTIQNS. LEraEND f�R� A�f�F'ROXIMA�T'� AND ARE �OR THE GONV�NIENG� t.?� TN� GONTRA�GTO}� C3NLY. PLA.NT 5'(MB0�5 TAK� �`'� Rt?t�t?YJ,hYS, ,'�hlD GURBa rhNL> ..��tJTT�R, THP�T M,ttY �PPEGT THE SGUPE t?� WORK PRIOR l"O B� .C',-�INNINC 51TE GOt�Li7RUGT10N. �GEL.?�hiGE OYER PLf�,NT QUANTITIES SPEGIPIED WITHIN THE L�6END(5}. �C � au'c � 2. �X15TIl�C UTI��T1ES AR� INDIGRT�D �r�R lt1PQRMA�Tlf?u QNLY AND KOT IuTENDEn Ta �HC�W �X�GT �U�RTION. THE LAN��Ge4PE 2. REf�R TCJ 51TE F'LA�h15 A�ND D�'i'AILS FOR 51ZE, TYf'E, GG?LC)R, G2UA�LITY, AND FiN15H C?F ALL HA�RI75GAf'E Mftl'E(21A1..5. ,4F2GHITEGT 15 NQT fi2ESPC7t�51BI� �QR THE Lt7G�hTIOK OF UW7ERf�RDUND UTILITIES Qi2 STRIk'.7UiZES NOT SHOWhI OR DETAILED 2. GON7RAGTOi2 SHA�LL htC�Tf�I' THE LAt�PSG,hf� ARGHI''�GT UP THE DIaGR��PANG{�S ��:1'�tJ QU,4NT1?I�i A�ND SYMBULS � � � AND IMaT�Ll�t� BY A�NY UTH�f2 GQI�tTRAGTOR. TM� CANTR,�GTC?R 5F44AL.� �t?G�l'� ALL UTIL.1TlE5 AND i�it�INTeb.IN TNE l�OGATIc?N 3. STONE WAJ_La �aH,4LL �.SC"t'END ,h MlNiMUM O� 6'" S�LOW �IMlSt#EL7 G 't�hDE A�T TH� BOTTC�M OP THE WPt!_L. SHOWN. � r• 5f � rn 1�URIN� f� i'HA5E5 OP THE Wt�RK. C-aEhtERAL GOhtTRfi�GTOR 5H,4LL HE REaPUN51BLE POR ANY' DAMhC-� TO UTIUTlE5 OR 4. ,�LL SUE�i�E S�LOW HP�i2L75GAi'� �1..�MENTS SHALL BE C.f�MP�GTED TO qSSK UW..E53 C7TNERWISE KOTED. ~ Q STRUG7UR�S ,hl�tt? ANY IK.�.1RiE5 7f-FEERE�RUM. F�STQRATlOt1 G+� A�NY UTILiT1E5 DAMA�ED BY THE CAN7RAGTOR SNf�L.L B� AT 1. 3. LAND'"�Ad'� CANTRAGTOR SHALL A3'PLY �. GON7�T NERBlGII?E, 1^�RE W�EDS f�F2� PRE�NT, PER Mt4NU�AGTtJI�R'S TH SPEGI�IGATIG7N5, #'RIOR TQ GQMMEh1G�NT C1P A�Mr' PLANTIN6 CJi? (RRIC".-aATIQN l^1C7RK. 1^1��D5 SHALL BE ALLC�Y�C7 TC) � _ A [+7 Tf� GC7hlTRAGTGI2� �XPENS� TO TTH� SATIa�,4GT10N OF TFIE CJY�(N�R, t�NY AL>...&15TM�NTS C?P Pi?OP05�D �K WILL BE 5. TN� TOP 12" D� SAGKFILL BENiND 1^Lht_La Sti,�hLL SE Fi2EE C?� I��Bi215 t�N[7 ROGK�i CaR�ATER THA.t�i 3'° IN C71,4METER. C4MPLETELY DIE BAtGK, INGLUI?IN� THE RC�UT�'-s BEPOR� B�61h1NINC Wt7RK. °C ca AP�'ROVED BY �ihhNDaGAP� ,4RG+�lIT�GT. ACl..�.15TM�1�lTS CaF PL.4NT M,4T�RIA�L DUE TO GONPLIGT� WITH UTi�ITIES SN,4LL � � APPROVEL? BY OWNER t)R LthNUSG�PE ARGHI'f�GT. GP�L� UNDER�"aRUUND �C7GATE5 � SOU.a22.1a87, 1 WEEK PRIOR TU &. r4LL MA'f�f2llhLS AF2� 5P�GIFI�LJ ,�S A STI�.Ni7l�RL? F�R 3'F21Gt11C-� A�ND IN5T�4L1�A�710N. THE LAND5G,4}'� GC�hlT�2A.GTC?R 15 4. PLt�NTa 5f-fl�LL �XHIBIT HEftLTHY 6Rc',�WTH tkND BE FR� Q� D15�A+55�5 4 P�T�a. "-' 0 t'LA�NTINC. }'.�-5PON518LE �QR REGEI�fINC A.fi'P320V,hL FROM T�-{E t�Wt�iEi2 c?R l�ND5GA�3'� fiti�?GHITEGT PRIt?R TO St1E35TITllTINt�a ,4td'f ¢ � 3. PR4ViI?� UY*lNEr2 C3R �AsNU�'aGA�PE IeRGNI'I`�GT WITH 1�lC?TlP1GA�TI/JN U� ALL C?I�Gi2EPr4NGl�9 B�T!^1��N �XISTiNG Ah1U f'Rt?P05�D Mf�t'f�RIIkl..S. 5, ALL GUNTP�INERIZED i'L,4t�lT5 N�ED Tt? �� TO �1?6E t1F GC?NTAIN�R +E HOLT� RC?UT Bfic1�L Tf��ETHER. c) o � PE �1'f� IMi'RG�V1�MEf�lTS. 6. Pi21DR TC? PIAt�[TIh1C, TFf� IRRI&ATION aY8'f�M SHA�LL BE FULLY DPER�'.TIC?NA�L fi�Nt? PI�NTIN6 .4R.�A5 r--*i-fALL B� M015CENEt3. � C1 Z � 4�, �rhNL1�..s�Ai'� �t?NT�RGTOfZ 5f�f,4!_L TA�K� P�LL_ h(EG�SArRY 5TEP5 r45 R�QUIREG Tf.7 PRc�P�RLY Pfi2U7EGT A�ND t�i,41NTt�lN HI9 ?. �L PLANT MATE123f�L. 5H�4LL B� t'LAGED IN PITS HAYIN6 ,4 MINIM�M DV�1�'f�R Q� ISG? PERGENT C7P TH� i'1�NT5 T�TP�I. "' w 1^�3F2K. �QR TH� 1�UR.t�.TfC?h! O� T!-fE GOhlTR.1hGT. RC?C7'f �3hs�L c�R GDt^1TAINER VG7LUME. �� � . , ���-'��„�_ � M 5. ,hLl.. 4^#C?i2K SHALL GL7MPLY WITH AI-.L A�PP�IGABL.E GC3l�E -r..+' t�NL7 t�RPIN,4NGE5. 8. PEi2ENNIAL BEDS �v'H,4!_L BE BAGKPILL�C7 WITN !c �'✓: I i?�T1C•7 OF TQP5C)IL t� GOMPUST TC7 A DEPTH O� 8" '` ` c•t 6. �tOTT ..�� AtihC? I�ETA�IL�`a Qt1 SP�GfFIG DR.AWINC� TftKE F'REGEI7ENGE PV�R G�N�1�RL NQTES �ND TYPlC.,hL DETI�iLS. L./ f'�.1"" '�U � �lJ � � �t"�C ( i `1�V� �l.f t � � � ��� 1/ � � � t✓ I`� i 1 l�r' I '�� : � �`� ; ""'�4 � .--. a. /-�LL TF2EE5 �iH�l..L H,b.VE THE ROOT GR.DWM i�LAN'fE[7 2° A.�}V� ThtE SIJRRRDUNi�INC� �INISH��D C-�R�DE. �J..L. 5t�lW1@S SH.�L.L .' �s °�. NO 5llf35TIlUTIOt�S� FI.JR ,�ki�lY MFtTERiftLS SPEGIFIER aH�LL BE MliU� WITHdUT Ll�Nt7�.�Gf�.i'E ARGHITEGT'5 OR OWN�R'S HlkVE TME ROUT GR4WN PL�°.NTEL7 I ° ASOVE TNE 5URF20UhiRINE FINISHED G�2Afi�E. `` m TM �y� �� � APFR{?Vf�.L. 1 . CRlhL�IN .�.� ,�ND I?Rf�INA6E 5HC7Whi C71*t LftNfi?SGA,PE A�RGtii"fEGT'S PLANra IS L71t�CRftMMATIG, REFEF2 TO GIVIL E1+(�INEER'S .�`".����' v PLAN9 f�cNQ C1ETftiLS FOR F[NAL GFZADIN6. T7RAINAC�. �, PIPING, AND UTILI7Y' INF4RMP�TION. Ef.�. ?�LL TR��� 5N�hLL HFt\fE A�LL TW1NE OR C3THER $INDING M/�tl`ERI�4L. REMDVED t1+RC�IJMD GROWN C3� TRUNK. f�1.L TRE�S SHAJ..L � �i. IT �il-4�LL BE TH� l�NGSGAsPE C�UNTRAG70R'S REaPt?N�vIBILITY TO CANPIRM ,4LL L?E51Ct�! GRIT�RI,4 A5 NC?T�D i3Y THE tfr4VE St1F2Lrhla r�ND BIW7ING MATERI,4L.5 PULLED BAGK �ROM A MIMMUM OP TNE TOP OfJE THIRP O� Thf� I�dT B,�L.L PRIOR TH ,Ca Tfl BA�GKPILLit*t�. 4 � 1?12t�WIN� t�R l'EGHNIGA�1.. 9P�G{FIGATiONS. ANY DISGREi'/�NGI�S, QEL�TlON_°i, ADt71TIQN5, QR I�tI..TER�hTIONS T� T4-I� DR.ftWit�C�'a 2. PROVIDE FC7R 2Si5 SLOPE AT ALL STAIR TR.���. � OR. 51'�C.IFIGhTIONS al�hLL B� F'R�SEhIT�D Ihl WRITiN ..C'� T4 THE PRC�..I�GT Lfthii?SGA�P� ,hRGHITEGI' i�R10R 70 It1STftLLA�TIC,�t�t. fl . ALI. SNRUB fiEDs ANC) TREE WELLS {^JILL BE MULGH�D W17ii TWO (2) INGti��'-v 5NREDD�D B�RK NN�GH l`HROU6HOUT EhITIRE 3. INST?tt..L Df�CINAC-� SY5T�M5 i'ER MANU�I�tGTUi�R'S SP�G(�IGl�CT10N5. B�D. i�Ei2�NN{PJ_. PLf�CNTfN� BEDS ShIPc1..L NOT REG�IVE E3�RK MI.lLC.H G411Ef2, BUl° B� TOP DFZE55ED WITH I " GC7MPUr'aT. q . GENERA�L GONTRAGT4R TC.� BRING ROU�H C'RAC>E WITHIN +/- 0.25' OP FINI�HEC? GR.F�D� +€ LP�NRSGAP� GG�NTRAGTC)R TU GOt�tTRl�GT0�2 aHlkLL PRG�VfDE 9h�Mf'L� O� MULGH TC3 L.tkN�'..�G�tP� ARGH!°1�GT PRIOR 7't? IN5T�4LL.,4TIDN. FINI�aH �t?�. 4�. GRADUtEL.LY RflUND D�F TOi� t�t�lD TG'�E5 t'.� �LL PL.{�hlT�ta 9LUta�S, U�iLE55 SNUWWt�i C?TH�RWISE IN �ING I7�Tf}fLS. IC). f�LL t^k�RK l�h1D i'ARTS SHALL BE Wf4RRl�NTIEC? Pf�R t� MINIMUM C1F t�NE 'Y�AR FROM DP�TE QF CAMPLETION. 5. ,hLL �INISHEI� Ch'.�C?E5 SHft�L PROVIDE FI�R NAT11R?J.. i2UNDFF WITHC.�JT LOW 5i'c�TS C�R PUGK�`f5. a�l' �L�Y�I LIN�S 12. i�Y'Ei2C-�2EEN TRE�S 14"+ 1Ft HEIGHT A�ND ftl..L 1�GIDUf�LI� TR��S Af�E TO B� STAKED WI'ff•i 5 �C70T 97�L 'T` STAKES P.ND R C�IJ't'ED WITH E2 6AdJ6E, .r'aALV/�NIZ�D WIRE /�4ND 1-112 INGM WIDE C-�T2EEhl NYLOFd TREE STRAPS. °aTr4kCa ARE TO BE i?EMc�1/�D AGGURlkTELY RhtC7 Pi�OViDE h MiNlMUM 25� C�2Ai>IE1�lT UNLE55 OTN�RWIS� NGTET�. 3 YEA�RS �M DAl`E O� IN�TA�LL�hTIQN U1NLE55 f.�T#-IEf2W15E At'PROVEI� BY C7WNEIZ C)R LftNP5G�4PE ,;`�RGHITEGT. I1 . f'� MINIMUM 4� 4£� NC)LJRa NC7TIGE 19 R�QUIREC? �4f2 AI..L MC7DIPIvATIf7N5. REVIEW +F ,�tPl'Rc�VftL REQUE5T5 TO LANDSG,�#�E ARGtiIT�GT. 6. Gf?N�LiGTS QR D15GRE�'fi�htGl� WITFt ..f�RAL7E'"a SNAL� £3E SR.C�U�f-fT Tc7 TH� AT'C�hlTlQt�t G� TH� C.31^JN�R OR �AAlL7�GAPE t�RGHI't�GT fMMEC�IATELY fWD PRIDR TO }'ROG�ED1h1C I�IITH WURK. !3. ALL }�RGR��N 14ND L3EGIL7UC�(15 TR,EES SFIALL 8� t'RJVIf7�I7 WITf-f A4N '"�AR1'f-IEi� SAUGER" AT IT5 f3,h5�. v�A�UG�a'�` A►2E TCJ !2. AT GQMPLETION U� tkLL WORK tX1TLIN�E? IN THE�aE PLP�NS Tti� LI�ND.�"aGf�i'E GOMTf2P1GTOR aNt�L.L GUh1TAGT TH� QWN�R ASNR B� GC>N5T'RXIGT�G hAVINC� A MINIMUM SH�L.LDW �PTH G?F FOUR (4,? Ii1Gf-1�5. SAUG�RS SHALL 8� tNSTALL�D ON I�OWNHILL � r�RRP,NGE A Wr�LK Tt-iRC)U6H TD D�'TERMINE TN,4T eatLL rkSF'EGTS O� Y�lORK i4f2E GOMPLETED. WORK MUaT B� WLLY "1. �1N15HER �4f.7� I�T ALL PLp�NTED B�i 5H?�L.L BE �R� C?� ROGKS h�NP T7�Bf215 WJ aMUQThi TC?P �i.ffZ�tS.G�. f2AdGE ANP 91C7E ONLY !^�NEN PLt4NTINGS OGGUR ON A HILL5IDE. ..� Gc?MPG.ETED 1���Gt7RDlhlG TO ,�tLL F'L.I�Nra f�tJt7 SPEGIFIG?cTION�"a ,4t�lD MUST B� GOMPI.ETE iN GODD WORKMA�t15Ffli' Mf4NN�R R�MOVE A�.L ROGKa C�F2�RTER TH,hN 3" F�T t�rhT1Y'� l�R��hS. 14. t�LL hIEWLY F'L1khtTED T}�'.E�9 +� 51-It2UB� SHf�LL BE i-"�R7ILIZEt7 f�T THE TIME OP t�LANTIN� W1TH BIta50L MIX, A�..L-�C75� ��� LL tkND MU57 BE �4GG�PTEL7 BY THE OWN�R it1 4�f2.ITIN6 PRlO:� Tc7 THE BE61NNlN� OF TH� Mfi�IN1'�N,4NG� PERfOD. 8. .C'-�. �2fiD1h16 15 T4 �IT WITH t�LL �3CI5TINC� �aITE El.EMENTS TP3 B� PRES�RVEE?. �ERTILIZER P�R MF�tt1�AGTURER'S 5P�GIPIGATION_°r. PERTlLIZER 7U BE MIXED IN WITN BPtiGKFIU.. 13. c7Wt1ER. c�fid AUTNC7RiZEta REPR�SEhlT,h71VE M,4Y CAMPL�T� PC�RTIt�N� DR f�.LL U� APPRQVAL5 A�NP WORK OUTLINEP IN NOTE9 � IN L.lEU C7fi 1..,4ND5�AP� ARGNIT�GT. 15. +hLL F'L.,4KTIN6 �si-fALL B� GDMPL.E7ED PURIN6 THE NqF�MAI.. 6RUWING 5E�450h1; NO �'LA�hlTit�l6 �t�1C7Ul..L� 4GGUM� �tKG f'°" INGL�MENT OR PREPZIt� W��TFI�R. � Ib. LI�hlUSGP;PE GC7N7R�GTQR SHP�L� 5l1PPLY fi�NP DISTRfBt1TE GC>MPt?�T TU TNE 51'CE, TUk'SOtL NATIYE TO T#� 51'tE 15 � i'REFERR.�D IF ftVAIL�BLE. IP TOPSUIL 15 N�DEI? fiROM OFF5ITE, TH� fifJt'�OI�. itNi7 GQMi�'05T ,4RE TO B� h+i'PRG?V�C? E3Y Q,1 LANC>5G�4PE ARGNI'fEGT Oi2 OWNER R�PFZE�NT�TIVE PRIDR TCa L7ELIV�RY. TIL�. b'" TOP�IL � 2" GUMPt�ST, r�NT: TOF' T�R�S�'-a WITH I " GOMPUST FC?R l�l.L PERE�iNIA1, BEC�`a. SPREft17 TDPSc'�fL 7Q A DEPTH D� 3" 1"C7 ESTABLI51-i fitLL TUR� A�REAS, i� 5Hi2UB BEDS, +� Tf2� PL,�NTINGS. �h D�PTH fJF I " POR AGLL. D15TUR.B�2� �4R�1�,5 TU REGEIVE Nt4Tl1(E �;�VE6�T�hTIDN, A;ND ,— �pR TH� AMENDED BAGK�IU.. C7� t4LL NEW TTR�E� 1�ND SHRUBS. ,�aGftRl�1�" �XISTINC'.� �OIL a1JRFf�GE PRIt7FZ TC? TH� Ad71�ITIC7N � t7P TC7P901L TC� �4RM HN ,4DEQUR'fE HOND. FOR FINISH CRJ�IaIHC, aDIL �rtlR�ftGE SHCaULt� BE F� LOC?5E M015T SUR�t�GE. PL�4NTINC� 5Fi0ULD t?GGUR WITHIN 10 DA�YS OF �URFrhG� ��'f4Rf�TION. ,� � �'.� � ( C� �. � � �.��JL � � f T� i�i�.c� T� � TI C� � N.C� T� � � 17. PR�i�A�RATION G7F NA71V� C-�Rlk� �tRER� WILL IhtGLUDE TFfE POLLOWItJC".`'a ��� �.../ � � I 1..f1�T � V I `t� : I't.l : L005EN 50l� Tt? A. MINIMUM OF �4" DEPTH. REMC7VE STONE� CJVER 2" IN DI,4METER, raTIGK�, ROQTS, i?l1BBiSt°f. /�ND rrrr� � EXT'R�hNEC�(,J� MATTEFZ. � 17.2: I?ISTRIBtJTE I " t7� Tf�P501L Tt7 8E GtJLTIYf�'T�D IhtTG> t�TIVE 5D1L. I"/.3: �i:??AP� �R�AS TU A+ 5NK7UTH, PRE� L71?�INlN� �V'EN �ttRFftG� WITH A LOC�SE, MOI7ERA�""f�LY GC?A�}�5E TEXTt11�E. ,,,� ! . 51LT f=Et�tGE Q1�. Hfi�Y BALES ?J2� TO BE PLAG�U ,47 TH� LIMIT U� GONST�'UGTION AS NEEI?�I? TG7 i'REVENT �RC3�ION AND i°i�MOVE Rl17C-i�5 AND �ILL D�PR.�S510N5 l�c5 i2EQUIt�I? TC7 PFL�IN. V �EI�IM�hdTlkTIC7N. t� GU1�151�UGTIG?N �E1�tGE WfLL B� PL.AG�D A�T THE LIMIT G� DISTURB,4NGE WH�RE T#-f� 51L1' FENN�� QR HltY I-f.4: �N� t�PPUG/kTION U� h� DI -AMMONIUM PH05PHftTE FERTILlZ�R, I&-4b-C?, �iHA�I..L B� BRC7P4D�".�hST PF21t�R T€.� 5EE1�IN ..C� (^� Bt1LE5 fkRE NCar U9ED. P�T R i�ATE D� b LBS. i'�R ICrt7C) S.F. � 2. A�L 't'R.EES l�tITNiN Tti� LiMfT� c�� L7i5TURB,�KG� THAT ,4RE Tf7 E3E Pf2ES�i2VEL7 SHALL S� 1'i20TEG'1'�D: AT EVER6I�EN 18. A�LL Pi5"NR.E3E1� ARE�S T� BE i2EV�G�T,�"f`ED WI7N NA�TI'V'E �95 SEED MiX SOWhI WITH Thi� PtJLLDWINC� MIX f�T Ar RA�'T� U� � ., TR�E� WITH �NUW F�NGIt�1G AT I?Rkf'-LINE; f�T Q�GlDUdtJS TRE�S 115E 51dOYJ ��T1Gity6 r�T DRIP-LIN�, I� YOU GANN47 1'ROVIDE 42 LBS. PER liGRE: � T}? TR P R 5Nf.7W FENGE � DRI�'-LINE L7UE T4 GDN57RUGTIDht l'ROXIMITY. WR,hI' 7RUNK WfTH f"Lr4�TiG GORRUCvA�TED C:t1LVERT S�GTiUNS 15% GR�EPING RED ��SGUE TQ A FfEIC-�HT OF 6" G7R TQ PiRa'C' MI�..lOf2 BRAKGH. IF IT I'.� NEGE55Ai2Y TO I�RII(� WITNIN THE DRIi'-LIN� C7� THE TRE�, �5� SH�F� ��GU� � O � GQhllR4G70R SH,�LL. INST,hL.L 4" c?� B,�tRK N►IJLGH OR WDOD GHIPS IN A f2{NC� EXTENDING �RQM THE TRUNK TO TH� TRE�`5 2�S�i /3cRIZONfi� FES�tJE DRIP UNE. 30SK Gt�t�IA�D,h BLU�C-�fi�55 � ""� � 3. SP�GfAL Gt4R,E NEEDS Tt� BE TAKEN FCIR TRE�S WI7i-fIN GONS(RUGTIc?N AGGE55 ROUTE A�ND WGrRK �cF?��t5. F'LiAaTIG IC75Ni IC7AH0 ��SGtlE '�-- L GORRU6fti'fED C.E1Lrr'ERT S�GTit?N5 WITH INTERIt�R INSUL,ttTION Q� 1 .5° MIN. TD a11f2RDUND TREE TRUNK TU f�. f-iE16Hfi OP 6' QR 155K S�EiJI�R WFiE/�TGRA59 �'`I � ] (} � }- ��if TO FIRaT Mf�,Jf�R Bi2A�NGH. Ig . t�J�GH f�LL �EEL7 50WN ,4R.�F�S WITH l " - 2" OF GEi2TIFI�D I�EI? �i?,�E STf�P.W CtR HftY, ALL STtZ�4W ,4REA�5 ARE TO B� � � r (; • 4. E'REGT ,hNU Ml�It�T,41h! TEM�'OR.F�RY i�FiGING ftROUHC? TREE PROTEGTIc7h! 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SfJ � � � 122 , {� 41sfi � �-- � Zonir� � At� alysi � : . -� � Lo �k 5 , Blocl� 4 , Vail Village , Third Fili �► g ALLt� WABLE : . 4 � � 1 � , U � � = 4 , � Q � .. .� � p � l . p �.,.., �� �.:.� 4 � 3 B � C� Ver DC'� I�n !-�. d . , Yt� il � CU � c} rt� dCa . 30 x 5 , � t� � -- 1r9 � +� r""� � . l 3 x 7 , {� 41 =- 9 l 5 � � � • �- � � 7 , 415 =� � � Lat Size . Q . 5 � 6 acres / 22 , 0� 41 sq . ft . ,�,�.- � Based on Survey by E � gle Va11ey 5urveying , dated 8 , (} 5 . a7 ° GRFA CA �CULATI (� N : � Zaning : Two Family Primary/5econdary Residential A � �'i2 % } B ( 38 % ) �:�,' Set � acks : 2Q ' Front L.VL l 2 , 4C} {� * � � • 15 Si es LVL 2 1 , �3t� 7 1 , 583 * l5 ' Re �ar LVL 3 2 , 442 � 4C} NqTVALID FOR BIIILDING PERM�' Hei h � . 33 ' SIo ed Roofs , 30 ' FIa � Roo�s LVL 4 1 , 1Q1 1 , 614 wi��ourta�c�����r�sw�r �T�� � � LVL 5 (� ? 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ALL ENTRY RQUTES SHALL BE SEALED W/ ONE PART P�LYURETHANE AULKING ��2 � 7 , DAMPPRC7CJFING ON ALL Pt�RTICINS 4F Ct� NGRETE & MASONRY FDN ALLS BELOW I � PRD� E�T ; XX�CX 1C12 11 '-10 "' WD/WD SLAT � GRADE PER fRC R4Q6 I � � .� � 2 � .� � 8 . CRAW� SPACE ACCESS DdORS/C7PENINGS SHA�L BE GASKETED TQ P EVENT AlR ��T� � ��� � � [.EAKAGE I I ` {) � . � $ . �. � � I � _ DR{JP- WN � ( I 1 � � I m N (CEI { NG ) � �+ I � I RE1tISIONS : � q �' —° � GAS FIRE LACE �' — — � —I � , F1NAL DRB 04. 22 . 13 � A4QQ ,Y„ _ � _ � FIIVAG C1Ft6- reV"S 06. 13 . 13 � FtNAL DR�- rev"s 07 . 03 . 13 (� ______ �._ � ______ � �;,•:}�, �; ��- ��. � � � INAL DRB- rev'� fi7 . 15 , 13 U � S�F � ���,���4� �, � �'� � ��� � FiNAL DR�-rev`5 47 . 31 . 13 �� �`x�; � � � � � �� � Pricing Set 09. 09. 13 x. ,� --- �... -- t � Perm {t 5�t 12 �t}�9 . 13 r 21 �_7 �� � f � � k �� � Permifi Set - REV' D 02 , 1 � . 13 3 '-8" 10'_(3„ 23 ' -5 ' -�'z 27 '_6 �� � 1 2 �� § .��.� � � A � � � I A40 �. 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PROP65E� GMflE "*.w+�+�r ` ��s`�^`= ���"$•-'m" k``��^is"`�'',� ` �rr'�'"."y,� ,"�°.���:* . � 4 � �� �� vz�r y��~�*G� � . � �'�`=-,�r��.. .,'s..'''x.� s,�`"'�` �,` �p"���X� `"r� t�"�'q m � ""�i�"��°?^'�,.h . .O, FINISH FLOOR { BDRMS) - - - - � _ ° NOT V�,ID �OR BUIIDING P�RNIIT T► � i �U� t Ail��il ��r� TY � JItU�U B U I LD I N G E L. EVATI C} N - EAST �� _, 1 �; p :,� ��� � sca � e l�� ° - 1 � -0 �� � ,�` � � �� � � �� . � �< � { , � � °,s �����., ..���� � �,�� ���, . �� � �� ���� C � MA-r�a�A�s �c�Y: COPYRIGHT 2012 # MATERIAL MANUF . FlN15H COL(7R 51ZE AREAS CtJVERED 1 L.imestone Mati ' s Marketing Haned Charcoal 24 x 36 x 6 st4ne uer�eer wails 2 Zinc RheinZinc Patina Weathered Grapl� ite 4 ' x 8' walls; fasc €as; trellis raofs 3 Eco-Camposite Cladding Resysta Smaoth Siam 1 x 6 wails; roofs � 4 Tempered Giass Custam Steel /glass Black {frame) varies clear glass curtain wa ! ! s; garage �, ��, � �,�� �, R � � �, � ����u � T.C?. 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T . . _ _ _ _ _ _ _ C} FINI � N { B - �ARA E � � �� .. �ua�o � �. �� ° �a �. � — — — — — _ � � �� �FF, -nr�. � ( ; a. 25 � - �� �� ( � 17 � � - �� �� � � � � ��. ` . � s� �-Tt� �u �as � �' �� . `�� ( �i ����ac� � - � � MA ER TH ��: � �� ��` �� ' T . C� . FINISH FLQC� R , I 4oz � �� � �:�� � ` � � .�.�.� �: 120 � _ �i � � ( � 1fi8 � _ � �� } � - — — — — — — — — — — — — — — — _ _ �° ., �" �� � . °� %" -nrP� �x� �wa "�� � . .��. �� I 4N ALL CLNGS & m � _--- WALLS B E D RM ' I MECHANICAI. VENTIL. 2 �AR I�ARAGE 302 ��������� ��� 2 1 CFM PER 50 SQ. FT. T . (� . FINISH � BDRM } IC)F FLdORAREA 313 — — — — — �. �. � � _ �3 '� � � �. �74 � _ � u��f TEMRERE GlASS ` T. U . FINISH �A- �ARA E } �uAR° �� �. � �� "� ING ; � _ _ _ _:. _ _ _ _ �.� _ ._ _ _ _ _ _ � _ _ _ _ _ � _ _ _ _ _ _ _ 114 ' _ 9 " { $ 1 � 2 � _ 9 " ) 11fCr I 1I' . �� � � � Q111,J I � �a� ___.. __._ ___. ____ .�J C � I�ITCH E N C� T . C� . 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LAP PQQL S ORAGE NICHE }. �L.NGS & WALI.S F� RC),� ECT : xx�cx 113 , � �� � MECHANICAL VENTIL. DRAV1lN BY: S .t�`a T . C} , FII� IS FLUOR � p'�„ 1 CFM PER 50 SQ . FT. GATE; U � . � $ . 1 � 88 ' _ 6 " ( $ 1 6 ' _ � '" } OF FLQOR AREA T. {� . FINIS�I FL.C}C} R I REVISIC► NS : FINAL DRB 04 . 22 , 13 $ fi ' - 0 " { $ 1 �34 � _ a ° } � A- UN {T B- IJNIT FINAL. [7R6-rev's o � . s � . a.� � I � }'$ p gMrok 3¢p gg# FINAL. DRB-rev"s 07 . 03 . 13 � �4+ 4j'? i� ' �f4� �` � � & _ i+ •.aw+ �k �� � � � �� ���� � �s� �� ,�� � ��� ��� �„ FINALpi�l3-rev"s Q7 , 15 . 13 I � � � � .� � � � L� NGITUDINAL BUILDIN � SECTIf� N �:�t ��� � ��� ���� �;' �. �� �a� °��- r�u�s °' . � � . �� ; � � �. _ l � Rricing Set 09. 09 , 13 � scale 1I4 '� = 1 �_Q '� �' ' �.� � ���..' 2"��....�.. ��� �..� � �.�r, � �. �°�'' ° � �°� � Perrtl it Sef 12 . 09. 13 � � ��������� � ���,,' e ����~-��� � ,,t � Permit Set - REV' D 02 . 1 � . 13 s� �^x e°'� �� ° ...�,—wM..��---� .�. �? � �,.,� � a .. .��.....,,�.� ��_ ,��. � � __..,. ___._.. _.___. __._.. _.__.. ____.. � � _____, � .____ ____.. __..._ _._._.. � ����.���� ������� ; 0 o. a� rv t� r-�- v '''�: 0 � o. Q. — r-. u^f . .� � � � p � �#�.`"" O � O 4�i T. C} . PARAPET �"`' .� � 148 ' _ 0 '� { 8196 , _ (� �� � --� � � � � � � � • ..,.,, � � � � � � � � � , . . s • '�- � MA. CLOS . -- — °` _ _. _ _ _ _ ___. .o .�._ . ._ ._ _ _ � _ _ _ _ _ _ _ _ _ ___. aaa� T. C} . FCNISH ( MASTE ) � "' — — 1 � 7 � _ � " ( $ 185 ' _ �i " ) �!� � � � � ---- . �� � � � - TEMPERED G SS "� ...� � — GUARD RAIL 36 " � TEMPERED G1..ASS � — AFF, TfP . AFF, TYP,AiL @ �6 A402 � a� o� .,� .____ .�, � ____. ___. .._._.... TEMPERED GLASS — NOT VALID FOR BU[LD1NG PERMIT � WALK-ABLE SKYLiGHT GREAT RC30M � 4�� WITH011T ARCHITECT`S WE1 STJ�MP T. 4 . FINISH { LIVING � _ ._ . _ _ � � - - - - � 1 � 7 ' _0 ,� 8175 � _Q " � ,��»��� � I I c � � rv. rv � �rrr � I � - � � � , z � � . t C � - _ n �_� � I ° � : , � � � � i , � � �,�� �� �� ` � . � � ( � � � i i i = � �� �� � � � .. i i ` �� P � _ � x 1 ' ( � ��_,c '���� T. O . FINI � H FL04R � CQNTt . STEEL NAtVDRA1L �' @ 36" AFF, TYP , ,� / \ � I I � � ` . . j 12 {� ' - 6 " ( � 1f � ' _� � � } � � / ------------ \ — � � COPYRIGNT2012 I � o I � � i i BED�_ RM � � � , � � so�. T. C} . F1 �JISH ( BDRM } � � _ TEMP ftED GLAS � � � ` .� 11F � _ � " ( $ 164 � _ fi ►' } � ua� �Ai � � ��� � � T. t� . FINiSH (A-GARA E ) TEMPERED GIASS � � AFF, TYP � _ i� -- � �-'�� GUARD RAIL @ 36" � 114 9 ( $ l62 9 ) AFF, TYP . � � � J TERRACE LIVING� R{7QM � �__:_..__ Q ..... � FINISN F �OC) R 3 � � � � �; � c� ' -a "' ( 8158 ' - 0 " } � o o n n a a ° — — / � •,n, . s .��: �: � ..,`. ._.�, . , .,_ . ..�. ..�. .,�.. . � Ct3NTIN . 5TEEL HANDRAIL � n�rs ( ' � @ 36" AFF, IYP. i�� y ,,:,� r �r*� � � °c ° � ( � � WUOD STAIR TREAf�S R �C RM i�...i � � � � I ( & RISERS 11Q � � '�"' - T. {) , FINISH � I.UOR � „�,�, � � � ( I so �. � _ � �� c � a. � � � - � � � � ,,,�, ,� ,�: � � � � > TEMPERE� GLASS ( W �G V � ����G �� SI�I IN RM 4 � �' � BEDRM I I � � -r. o . � iN �IsH � o0 21� � r�, � �-- � -�---�---�---- _ _ �+c, Q , , a- -- �. � .� � � � � � � � � � � � � �.., � � � „ � r, _ N STEEL HANRRAI � �a 36 � I '� I AFF, 7YP � PRO� ECT: XXXX � � � I ( QRfi►WN E3Y: SG l..AP PC}UL i � � � � DATE : 03 . 28 . 13 T. O . FINISH F �t� (� R � ( I s $ k - � �� � 1 ,� � � _ � �� � I Lt� N � ITUDINI� L BUILDING SE �TIt� N REVISIQN5 : THEATER ROQM ( �. „ _ , „ T. Q . FINII� H F �OQR zo2 I SC� I� 1/4 _ ] _{� FINAL DRB aa. 2 � . �.3 , F ,� �- ; � Fl1�lAL DRB-Fev'5 06 . 13 . 13 � �� � �� 8 � - �} ( $� 2 � 4 - 4 ) � � � ��� � :�� � � � ' �� � �� rva� QRa-rev�s o� .�� . �.� ( � z -' `; , _ ,- �.� . ��;: FWAL Df�B-rev's t77 . 15 . ].3 � � � � � ., . _ `;���� _. ,,. , . .. J . ""�,�.'"`I .. '' �� _`� _..�. , ,. . . , FINAL DR�-rev's 07 . 31 . 13 Pricing Set 09 . 09 . 13 � � ��` r ` : _: . � . _ ., � �_ ., . _ � . _. ,�� �..--'" �: , Perrnit 5et I2 .09 . 13 � f. � �m �_ ..: �. y ,� = y _� , _ �_ .�- � � Perrnit 5ek - REV' D 02 . 1$ . 13 � � � � � e ( ( �______ ___.. .�.... _.__,. ____ � _.__ ..�._. __._. _._._. � �.. � � Bl�IIDING SECTIQNS i r i 1 I � f �f .'Tr'.y ) � � � � � t+"'. � � � �r"'+ p �ti � y� __ �r"'+ I.t� • *�'j � � � � � Q ....I � R++.a � .. � � � ' � '�nr� � • 4y� � I T . {� . PARAPET ; ; � �136 ' - {} ►' $ l84 �-� r�---- P -�: � 1 t ) :`."��' � . . � � � � � • �-- � T. t� . PARAPET �- - - - - -, � � 2 � � � _ . . . . � I 132 ' _ C} " ( 8180 ' _ U �� } � , _ _ _ _ — _ _ - - - - - _ _.... _ � — — Aa.ox � � � � � ; TEMPERED GLASS � � ••j'��' � GUARD RAIL a� 36 E .�. s.. � � AFF, TYP. � � � � I � T. C} . 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I , .. . _. , : ., > � � , . . ; � . . - ` ; . _. . , : � � , _ ,. :: , . , . . , 3.1.1:. ,: < . . . : > ; .: . . . 304 r ; . . ` .. . T. C) . FINISH FL.+UC� R � . � � x ��o� I � � �� � � 11 � � _ 0 �� { � z � s � _ o �� � _ _ _ _ _ _ _ _ _ _ _ _ _ _ ' _ _ _ _ _ _ � _ _ _ _ _ _ _ _ _ _ _ � � I I ; f a STAIR � � ( � , � MEGH . CRAINL �� � � � � Oo2 � 1 � I � � � — — — °° °° I � ,C� � � � � ,-��� BEDR �I HALL BEDRM BATH IS WR � I i� v c� fS AREA ; UNHEATE , 208 2 �2 � � C, T. C} . FINiSH FL+�}UR aa TQTHE �XT o� � 0 a �.s z �.�. �.s � G� � � _ _ _ _ _ .� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � `�"" � 9 ' _ �i '� � $ 147 ` - �i " � _ _ _ _ _ _ _._. . _ _ _ _ _ _ _ �. _ _ _ _ _ _ _ _ _ _. _ _ � _ _ _ _ � � �"' � � W > � ( � r"' ,�' ='" � T . Q . FINISH FL{�Ca! R STAIR I C � c 95 -Q ( � 143 - �1 } - � � al ( ( C�! m � � � � � � � ':,� � � � � ;� �. .�, � � ( � �' MECH . GRAW � SPA BATH EX RCI � E AREA T. (� , FINISH FLf� aR °� � �` 05 ��� THEATER Rf� 4M I I � 8 ' - E� '" � 8136 � _ 6 " } �. az I ( CONTIN . �TEEL HANaRAIL � �s �� AF�, nP. I T . �} . FINISN FLUUR WOQD SLAB STAIR TREADS I � � $ �i ` - U " { $ 134 ' - U " } , WI {)PEN RISERS: � 4° PRQ� ECT . xxxx OPENING � RISERS DF�AV1/ N E3Y; SG � � aa-rE. o � . 2s . �. � j � BUILDING CRt� S � SE �TIfJN � � .� REVI � IQNS; scale 1/4 — 1 -4 �� NA� C�t�� 04. 22 . 13 � � � ` �'� � ��� �' '� � : �INAL DRB-rev`s 06. 1� . �.3 � g � � � �� � � � � �"� ��'� �' '�.� � � �:�=. � �"� .�-. �LL` E � � ��- �` ' � ` FINAL DRB-rev"s 07 . Q3 . Z3 x� k � a �� ,9.� � f� �'�� � � � � �� � '^� �,� s��<, FINAl. DRB-rev's 07 . 15 . 13 ,. � � _.- � .- t c� ----�---- � � �� s `'� �,�,e ��r� ...�ar�.s ,, �I NAL C� RB-rev'� 07 . 31 . 1.3 �.�.����,.,.�..�w�x . ��� r ��.�.. �-�� �- Pricing Set � 09 . a9 . 13 � � �� � 4 .�..�.�.�... ��----�!�.��.-.�, Permit 5et S2 . Q9 . 13 Permit Set - REV` a Q2 . 18 . 13 � BtIILDING SECTI�NS _ � ; 4 i � T . C3 . RIC7GE � � �1 15U � _ C} ►' ( 8l9 $ , _ Q ° } �^. T. Q . PARAPET I _ _ � T . {J . PARAPET �-- � - - — �._ - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ 14 $ ' _(� " ( 819f ' - 0 " } `-'' � 148 ' _a " ( �319 �i ' _ (� " ) _ _ _ _ , ___ . �,,, , � ca:. — � A407 �� �� L � . � � ��� � � � � ai � `�"" o � � �/q� � � � T. (� . PAF�APET T . Q . {� PEN TRE �. I�IS RC}OF `'' � � �} p MASTER NfA TER ATH 14{� " - C} " � �i31 �3 $ , _ 0 " ) • `� ,� •�c �` � � � � - � �� � C7 � � CJ � � f't � � � _ _ _' - - - '"" �"` � 403 4Q� � � T, � . F � �II � N ( MASTER ) — - -�..., '�c __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _._ _ _ _ _ — _ _ ._. _ _ _ _ _ _ _ _ Q� � ? 33 ' - 6 `° ( � 185 ' _� " ( , .,,._„ _ , � � � _ . 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SPEC . a -WEATHER RESISTANT BARRIER {WRB) -2X STEEL STUD W/ R-23 ( MIN) BATTS INSUL. t,r� c� -ST. STEEL STONE TIES � -5/� " GWB {C► R SpECCF. WALL FINISH ) -EXTERIQR SHEATMING -AIR SPACE ' -VAROR BARRIER � °� -MC? RTAR BEp & B(�ND CC1AT p ° -SHEATHING "'�"� o -2 " DRAIN & DRY BQARD INSUI.. tR-10 MIN . } � '. ' q ,. � -1- 1/2 " STbNE VENEER � -NOT-APPLIED WATE�tFROQF[ NG ';' ; . ° a . c,,,,x „ � = d � > � v�aLL -rY� E : �, � w� �. � -r�� E : g ,-�--1 w,� �� -n�� E : c -�� �„ �'- � �. . � � �. a$„ � �„ , ,� � „ „ � �, �"�'�A�-- � � � „ � ��� � ��� s �� � t�,ar � 7YP. ZINC PANE� WAL� CLADDING ( EXTERIC3R} TYP, COMPOSITE SIDiNG WALL CLADDING { EXTERlOR} � �� ��� � • 'w.. -ZINC SHEET PANEL BENT QVER SUBSTRATE -5-1/2 " X 3/4 ° CQMPOSlTE S1D # NG BOARD � a :` _ � TYP. FURRiNG WAI.I. { INTERIt� R) '�' _ ��q, "` ����q�S -1/4 ALUMINUM CHAIUNEL REVEALS, RECESSED -T-yp. FRAMING WALI. { 1NTERIOR} a - FOUN [�ATION WALL {TNICKNESS VARIE5 } ""' _2 " RIGID INSUL. { �t- 10 M ( N . ) TYP . FRAMING WALL ( ( NTERIlJR} -3/4 " VERTICAL FURRING Y C3 �-- _2 �� RIGID INSUL. ( R-10 MlN . } -2X6 STEEL STUD FRAMEt� WALL a . -2X4 FRAMED WALI. W/ R-7. 3 ( MIN } �►, W/ NAtLAB�E SUfiFACE -2X6 5TEEL STUD FRAMEC� WALL 4 ��-'" -W�ATHER RESISTANT BARRIER {WRB ) WI R-23 ( MIN) BATf`S INSUL. -WEATHER RESISTANT BARRIER {WRB) W/ R-23 { MIN } BATT5 INSUL.. TYP. BE�OW GRADE WALL < BATi'S ( NSUL. ..,�w..�M ;'� -EXTERI(�R SHEATNING -VAPQR BARRIER -EXTERI4R SHEATHING -VAPt7R BARRIER -C4NTINUC?US 2 " DRAIN �C pRY ° _VAP�R BARRIER c, -518 " GWB {OR 5PECIF . WALL FINISH) -5/8 " GWB (OR SPECIF . WALL FIN15H ) BOARD INSU [.. ( R-10 MIN . ) 4 a °�/� " '�WE� (OR SPECIF . WALL FINISH } ,►'„ -HC?T-APPLIEf� WATERPR�QFING ° Q TaTAL R-VALUE : R-23 MINIMUM �` .. a ° 4 WAL.L TYPE . a 1NAL� TYPE : E E ° _�;�/ p � VVAL. 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R309 �*� -5/8 " TYPE 'X` GYPSUM WAL.L �QARC� EACH 51DE OF -5/8" TYPE `X' GYPSUM WALL BC?ARD ON FlRE SIDE OF �"' BQTH STUC} WAI.LS STUD WALL � � -SC?UND BA`f"1"S BTWN STUDS -S�URIQ BATI"S BTWN S7UDS � -F1RE TAPE ALL JC71NT� - FIRE TAPE ALL JDINT5 FLOCIR-CEILING BUI �D-UP; - FLOOR BEAMS , STRUCTURAL pECK & C(?NCRETE PER STRUCT, ENG . °'' - 1- LAYER �l� " TYPE X GYRSUM WA�L BOARD ON RIGID .. RESILIENT CHANNELS; FIRE-TAPE ALL SEAMS SEALANT SEALANT 1 "' AIR GAP ���'� (yp WAL� TC�} UNDERSIDE EXTENI] WALL T(� UNDERSIpE OF Ft40F DECK. TYP. : SEAL GAFS QF ROC� F DECK, IYP. ; SEA� GAPS — 4 " FIN . C4N �RETE CARAGE PRU� ECT: XXXX � �� , � � „ f , UNITA � LOQR W11N -FLOt)R RAD . HEAT , UN1T A 1 - LAYER j$ TYPE X GYPSUM WALL BD. �EA7ED LIVING SPACE� 1-LAYER /g TYPE X GYP�UM WALL BD . [� {�,�W ]\] �`�, �C,a ON BC}TH SfC} ES C}F 2X6 STRUGTURAL OIV FIRE SiDE f�F 2X6 STRUCTURAL 2 '� MIN . C(�NC. PER STRUCT. , pATE: � � . � $ . 1 � WALL; PRUUIDE 50UND BATT`S . FIf2E WALL; PROViDE 5Ql1NLl BAT1'�a . 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WALL / � / FINISH ; tNTEGRATE WI � STAIR f ,r �[�� , '� RECESSEd HANDRAIL 3 � 201 1 ° ��t r � RECE55ED STEEL Aq. �, � I _ `"`° f f / HANDFtAIL @ 36 " HT. ; o �N �� � �' � ,� RETURN ENdS ! (VT4 WAL� -" �` °' �"' °°� ` Fri � - � � � � f, / �� .r � WC�OD CLAD STAIR TREADS � POCKET DC}OR FRAMING MECH . � � � ,. WJ C7PEN RISERS, THIS � ,o � F�lGHT; OPENIN� < 4" _ CHASE ,�.�r� � �' � ,/ �1.�.r/ � � ,.""""�„'' �� �' / � d � `'� � �' � . - . . . . . . ,. . STEEL �TAIR STRiNGER iN iO� ,r ,.- .�i� � f � "C�...� ,,� . . . .. . . . : .. . : WAL� : ; ...,�n . :.�,:.. ..:: .� < ;>. .;.•',. � ': �.. .:" �. r . . ,r ,,, RECESSED STEEL � � ' RECESSED STEEI. � �p � � / ,! � HANDRAIL @ 36" HT. ; � ; .. �. :.,:,: . , s �a, : :.�".:.. '::,, � ,. . � W0t3D CUU1D STAIR TREADS NANDRAIL @ 36° HT. , :. ':`: t :. :.: , � . . . . �. . ,�+�.� ,,� ,; °� RETURN ENpS fNT4 WALL � .. �� � W/ OREN RISERS, THlS � RETURN ENDS INTO WA�L i�,�i � � Q �► ,,- � ,� � .�_... ...�...� ' : ,: : �- ,.. � . �: �, " ::;:::: : : : . � � F �IGFiT; OPEt�fING � 4" � � � V ""' f _ .; • .r: ., ;',. : : , • ,•• :� ::: . .. : • „ . ::. . � , .�.�1 `� � ,� �� � f � � � ..::. .= s�; ,..�. ;. ;..,u-:.:::..: :: :� �.... .: � : .:::� � �S P �.A. N — MASTE R STA1 R A�— U N IT `'� .'� - ,, a�. �. o �, � ! l b _ { � �� ,; p.��. I . , .:;..:�:;..:> . r.: ;�. . ; ..:., . � scafe 112 " = 1 '-Q " � � �„�°, � •c� �= :';,.�: .�.. : �:. ; : F � � r � °�� ' ° �S* a. � ! � � � � �: . �� t�3 / � ; Y, _ , r C.� "1 � � �,r. -- t �, � � o'�'�.n , __ _ _. �� STEEL GLAC�piN � W LL � � �n.� �--�°°°- �.r� � � FINISH ; (NTEGftATE ! \ �� � � ( '�-�'"--� . _ a . �� h- � � � R�CEaSED HANDRAI � , _._ _ � _ -�-� � -�°- ° � ""r,� p -, 'q� �. � 1 �� o � ' "� � " XXXX ° WOOD STAIR TREADS o PR(� ECT. � & RISERS, THIS FLiGHT �'' I I I I I I I I I I u � DRAWN BY: SG I i I I I I I I I I 1� � ��„ ss s�� t� i �s=s�R DA7E: 03 . 28 . 1. 3 � � ( � � � � � � � 16T @11 " WOOD STA1R TREADS I I I C I I I I I � ���E �� REVI510N5 : I I I I I I I I I I STAI R ----- — 3 � ( I � � � I ( � � , 101 FINAL DRB 04.22 . 13 �" TYPE "X` GWB ALL WA��S FlNAL �7RB-rev's 06 . 13 , 13 & UNDERSlDE Q� STA{ R A411. ( � � � � I � � � � FRAMING $" TYPE 'X" GWB AI.L FINAL DRB-rev's 07 .03 . 13 WALLS & UNDERSIDE OF FINAL DRB-rev's 07 . 15 . 13 STAIR FRAMCNG � FINAL DRB-rev"s U7 . 31. . 13 { MECH . Pricing Set Og,09 . 13 DN I CHA5E 4��� �� Permit Set 12 . 09 . 13 � 3TR@11 �� Permit 5et - REV' D 02 . I8 . 13 RECESSED STEE� c �* /� � l � /� /� pq � i HANDRA{ L @ 36"' HT. ; T.C) . FINISH FLO_� - � � E �TI C�► N — MA,STE R STA1 R �" U N � � � J El..�� V 1 V °' 1 '� 1I-��TE � �TA � I�. f-1" � I lE � T RETIJRN ENDS INTO WALL g��_�p �� ($ �34'_C}" } p SC� 1 � 1,/2 �� - I �-Q '� SC� IG 1/2 �� = 1 '_0 �� STEEL HANDRAIL @ 36° HT. ; _. MIN . 4" PERIM .,' RETURN ENDS ENI.ARGED SECTI�NS INTQ WALL; MIN . 1- 1f2 ° CLEAR . STAIRS A°UNIT � TO WALL FiNISN 1 � PL.AN — MA1 N STAI R A — U N IT scale �.12 �� - 1 �_0 " _ _ ___ _ _ _ _ _ __ _ _ _ _ _ . _ _ __._ . _,_ __ __ _ __ _ ____ _ i i 1 O O� C1�. N t`�� 1^r+ � � � � T� CT. �� �. � � � 1'^�., {.P1 + t� � (A'� � � . � .{...,,, ,�4,3• .J � � �,+.� � � � 2 A412 '�' � � A412 A412 A412 cL� � � � T.O. FINlSH (MASTER} � T.�. FIM1215H (LIVING) T,O. FINISH (BDRMj 137�_8" (8185`-6") 116�_6�� (8164�_6��) ,�,.. "�C DN � 127'-0" (8175'-0") Ct(�I � *� F-�- \rir� �� 17R@7i�" 19RQa 71s�� . � STEEL Fi,4NDFtA1L @ �N 3. 7R@716 16TFt�a 3 � " 17TR@11 " ~` � 36 " HT. ; MIN . 4" 26TR@12 ' w PERIM . ; RETURN �. �. � � ENI�S INTO WALL. — .— — — —. —. ...� � °C v ._ _ __ � ._ . _ � � � _ � __ ._._ _ ._ � -- - --_ _ _. � _ _ _. .._ � �. _ . _. � � T — v. � s � � — , r , � � � � � l �_0 �, o v � � � � � � � i 36� HTHAN � RAIL @ TEMPERED ��� I � � �� � � N . �"' GIJ�SS GUARDRAf • • . � PERIM .: RETURN STEEL HANDRAtL @ FL.OUR � — .— _._. � � ..:�.� � c, ,�� tt �� ENDS INTO WALl. � � � �,�, � 36 " HT. : MIN . 4° TQ C�NG .` � �. � � n. PERIM . ; RETURN � ""'"' '�'"` � t7PEN RfSER; CLEAR C3PEN RISER; CLEAR ENDS INTO WALL, { • `� £� PENfNG T4 BE � 4" � : aPENING iC7 BE <4" MIN . 1-2f2 " CLEAR. — � _ ._. $" 7YPE 'X' GWB ALL � TC3 WALL FIMSH � STEEL PLATE STRUCTURAL � STEEL PLATE STRUCTURAI. ( WA��S & UNDERSIDE T R E A D , C A N T I L E V E R E C} TREAD, CANTlLEVERED � � � T � OF STAIR FRAMING ....,G- � � FRUM WAL�, W/ STtJIVE SLAB FRC}M WALL, W/ STONE SLAB j CLADDING , AL� SEDES CLADD ( NG, AL� SIDES � .„�. .�.. .w.......� � � � � � q, STEEL PLATE v �I sT�uc-ru ��� T�EAa, NQT VALID FdR BUILDING PERMlT A41 � CANTII_EVERED FROM TEMPERED �° � � � � � 1NITH011T ARCHITECi''S WET STAMP WALL, W/ STQNE 5LA6 GLASS GUARDRAI ; CLADDING, AL� S1DES F�0C7R OPEtU R15ER; C�EAR TO CLNG � r {)PENING TO BE � 4° . _._.. _.._ � _ � _. ,��,,�"`�� � "� �� ,� , ��r"� �� « �<�,��� � ` �� � T � � � � � � + STE � L HANDRAlL @ ; �` � �� � � ��P � �� : STEE � NANDRAI @ 3C " HT. : MIN . 4° , � � � ;�` PERIM .; RETURN �NDS INTO WALL � 36 HT. , MIN . 4 �,� ,�� � � ii II b`�, ,�. - ,^ i"� �. . . . ,.,:�t .�r.,a. : �+ PE�iM . ; ��-ru �rv ._�_ �"�� '��h, . ENDS INTQ WAL ; � M1N . 1-1/2 '" CLE R . � �'_O" a' # TO WALL FINISH ' up � P COPYRIGNT 2012 �'� , STEEL HANDRAIL @ U � ' 36" HT.; MIN . 4�� 17R@7��� 17R@71S" 19R@7i��� c? �{M �' ENDS INTO WAI.L 16TR@1Z " 16TR@12 " 17TR@31 �� � �` "�� . 5TA1 R STAI R •""--"— --- "—'--'` � OPEN RfSER; CLEAR _ t�PEN RISER, C�EAR 400 300 _ � �PENtNG T� BE �4" � QPENING TC} F3E �4° � ° STEEL PLATE STRt.'CTUFfiAL .t, �.o. �iNtsr-i tReC) � STEEL PLATE STRUCTURAL �., T.o. ��Nist-i {uvit�G) TA. FINISH iBDRM} 104�,6„ {8152'_6"} TREAD, CANTI �EVERED TREAD, CANTILEVERED �' 12�._0" tsz�s�_o��� iie�-s° tszsa�-s°) "�Q :� FFtOM WALL, WI STUNE SLAB FRCJM WALL, WI STONE Sl�4B � � � � ClAi� DING , ALL SIQES CIADDlNG , A�L SfDES � r,`n1nr�' �, . dr..,� ..�.�. �wr�+� . - . . . � � � � � A�. � 2 1 P �A �I � MAI N STA1 R B - U N IT ,, .� � � S�� i � �.�� �� = 1 �-0 �� p � � � � �G � � w �; _` I � � � � � � u� ; � � �-; n� � STEEL HANDRAtL @ � � 36" NT. : MIN . 4�� PEEtIM . ; ftETURN ' ENDS INTC? WAL.L r X yF * . p � f. fl � � x • ' � � �� STEEL HANt� RA1L @ 11 " ` _ °- r �� � , ��<�� _ �.� 3�.� � 36" Hi'.; M1N . 4" � '� =° � ' < � ��,. � ,, _, 4 � ; _e. . PERIM . ; RETURN �'� l � � _..��� �.,, ENDS INTO WALL �. . . a, � .w ,s �..: _ �.u -"�Y�-`�r , . , �, �� < ° _ a�_� � �_ . _� �n� : � -�.,.--�' � � �� � , � / �,,n,...,�, ..�. m '`` WOOD SfiAtR TREADS ° �' ' -� - - �° " 1 Y �..s.&. A rt �m.+.......� ` � �is�RS, THfS F �1GHT dPEN RISER; CLEAR PRO� EGT. xxxx a --.�..� OPENiNG TO BE < 4'" DRAUVN BY: 'r..�G � - aATE : 03 . 28 . 13 �� � �. waoQ s�rA� a -rR �aas CCC- p L� t 1 t�T �� N Ut R�JCR '�Jr T( 11�"J F�.FC.71 I t . M STRUCTURAL7READ, W! REV1 � If� NS : WC?OD CLAD[JING , ALL .� �" TYPE 'X' GWB ALL WAL�S �t SIDES FINAL DRB 04. 22 , 13 6c UNDERSIDE OF STAIR _____� �._ _---- FRAMING FINAL DRB-rev's� 06. 13 . 13 � FlNA� C� RB-rev's 07 .(13 . 13 FINAL aRB-rev's 07 . 15 . 13 � �C FINAL DRB-reu's 07 , 31 . 13 J� Pricing Set 09 . 09 . 13 F I R E PLA� E _ _ _ _ _ _ _ � TREAD D ETAI L - MAI N STA ! R B - lJ N IT ��r,�,t ��� �� .�,� . �� SC� Ie 1- 112 " = 1. ' -Q " Permit Set - REV' L3 02 . 18 . 13 � � �TIt� N - MAIN S�TAIR B - UNIT SECTItJN - MA1N STAIR B - UNIT E������ s�crioNs � scale �/z ° = �. �_o �� � scale 1/z " = 1 �-0 ° STAIRS B-UNIT _ __ _ _ _ . _ _ _ _ _ _ _ . _ i Z � �'��� n 2t-J �_n3u u� 2 0'-4" � 4'-8 " � �_�,� ��_p�� �� 14' -0" ^�+, — 3� ��� s� _Q �� ��_� �� � c..� b': � � � ___W____._ �,,, l � �. — � i � i � � i� / \ . ,,,� � � � ``� \ / � � �, o q EGR�SS EC�FtESS � ' � cn a, \ / � '�"`- o � E� RESS c� _� � � � � FIXEQ PANEL FIXE � PANEL OPERABLE FtXED PANEL QPERAB �E FIXED PANEL FIXED PAIVEL C?PERABLE � �`� � �t � � UNIT UNIT UNIT m ,� �- � T. (� . FINISH FLt� C) R { BDRMS ) a _ _ — — — - _ _ _ _ _ � 99 ' - f " ( 8147 � _ 6 " ) �� -�-�. � ( � Ao WINDC�W TYPE : Ao3. WINDCIW TYPE : �AO� . WINDC}W TYPE : ` ~— � , �A� , . i � C � [� (��/ ��' � : Aai . WINDOW TYPE : F{XED UNlT W/ QECt� RATIVE GLASS FIXED UNIT CASEMENTS; EGRESS ,_"',,, LIFT-SLl [� E W/ FIXEt7 PANELS � LIFT-SL.IDE W/ FIXED PANELS TEMPEREa FIXED UNIT .�+�`�"' `�` � MA. AL.L �'Q L(S PROFILE MA. ALL T{� US PROFILE c,,,s � TEMPERED GLASS TEMPERED GLASS . . , EGRESS s ,,-- � 0 � �3 H- �.n .� � 0 18'-6��� n. • 6�_2 �� ��_�2�� 6�_� �� ,�..� � � �� �__��� � � c� � � _ NOT VAIID FOR B111L[)1NG PERMIT � �-------------- lN1THOU`f ARCHITECT'S WET STAMP � � z�,_��, �o �-� „ � � � � -----° 6`- 11 " 6'- 11. "' 6'-11 " 6 '-22" 6'-11 ° 6'- 11 " � � � � � ��� � � � W � � �. � � t'� � � � � Y� � � ��� � . � - _ q4 A� � �, � l Y . ' ' " ����� � � , � � � � � k�l� { � � � � / \ N � � � � � �� ��g�� . .:. � � � � ,� -- � 1t- a. a.�„ � A j P '� � / \ � COPYRIGHT 2012 � � � � � � cv , / \ � _ C7 N � � � � N / ,� �_._.____.___._ �7 � � — N � — � � � �" � � � � M N � -,��-.-�il� - -E--JA�. � � 114 ' - Il� ° ( $ 162 ' - 1Q " � � EGRESS , ,,,� c� � _ � � � � .._�_._ ._._. '� OPEf�ABLE OPERABLE v" � 1 ! �� CUSTOM GARAGE DOOR TCl MATCN �' UNIT i UNIT � G3 CURTAIN WAL� PRQFILE & FINISH � N T. U . FINI � N FLOQR ( LI ) _ — _ _ :� � 11Q ' -p " ( 8I58 ' - fJ " � � �� ■� ., � r.a � �5 WINDOVtI TYPE : �,�;�� G'� ���' , C� � � °`-`! CUR7AIN WALL ��` � A� W� NDC�W TYPE . ,,,,� Q �► � � �, � � � ,, � \ � OF'ERABLE UNIT Lt)CATI S TBD �'�'� � `� Bl-PASS LIFT-SLtDE DOf3RS � � ""� i�, �', / � � \ / / � � �` `�'� �� TEMPERED GLASS � _ �1.� �"� �i � \ ,� � / ��✓� ,�.,,r"'7" � 'c}' � � . �� !�,' � � � � � � � � N EGRE.� � r \ � / � Vl, ` ��� �.'� _ � � �. � c� � � �� � � io 6'-(i " 1 � ''�i" � � m �d�� w� p _ _ _ __ _ � _ T. � . FINISH FLOC3R { BdRMS } �� .�- 99 ' - f " ( 8147 ' _ �i " ) ,� � C�, Ao �IINDOW TYPE . � � � � _ n , CURTAIN WALL ` � > x � � N ,� ; CASEMENT llNITS - EGRESS � � � '�„� . �� °�� _ � , , . � � a � � a �, � . , �_ �,�� � :31 5z 4, 6 „ _ �,, --- 1`.� , . _ F . . , . . � z �-�_. 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PRUFII�E TO U� D(.� OR5 MA, PROFILE TC� LIFT-SLI � E i�C3C�R� TEMPERED GlASS TEMPERED GLASS TEMPERED GlASS 0 � o� . . � r►: t-�. �..� �' O . � � ��_�i �� 7 �^�. �. �, � ^ � � u^f . .,,� � � � � � \ � / \ � � � �i / \ .{,,,,,� � (Y'� f� / � � / � (� V � � � � � � 14'-0" CI� �► -�..,. '� � � z _ . ,,,,,, � - ,� � ,,,- � c? ° � v� i � s � � � � i ti � � J cv i � ! �, .+� --� c.� � v c,,,3 t� � _ • , " , � � i �+ � O � � � i�i� '� � T. �} . 5LAB ( GARAGE —A} _ _ _ T. C) . FINISH F �C�C? R ( �IV } _ _ _ _ _ _ _ _ ''�. 114 ' _ 9 '� ( 81 � 2 ' _ � " � 114 � _ {� " ( 81 � 8 ` _ 4 '� } • wA � i UVINDt�W TYPE : wAi2 VIl1NDOW TYPE : wA � o WIN [� C}W TYPE : � FIXED UNIT awr� i �v � MOTORIZED ...'� AWNlNG MOTC3RiZED NOT VAI.ID FQR BlIILDING PERMIT WITHOUT ARCHITECT`S WET STAMP ' �� .� h� f� �� �. � � � � � � � �� � �' � �'§� 13 -0 � " 'Y� �� � x � � � � , � .: , � ' " °�� �. �: '1� . � C)0 � � rt. ������ �a�-� �� 1 �. �_5 �� � R ! 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PR(7FILE TO LIS 1JNtT FINAL DRB-rev's p7 . 15 . 13 WA08 STEEL** STEEL** 10'-0�° x 8'-11 " Y FINAL DRB-rev`s 07 . 31 . 13 WA{�9 STE�L** STEEL** 9'-5��� X 5 �_5 �� N Pricing Set 09 .09 . 13 Permit Set 12 ,09 . 13 B-UtVtT MASTER LEVEL Permifi Set - REV' D 02 , 18 . 13 WA10 STEEL� STEE�** 15 '-3�" x 5 ' -10" Y EGRESS WA11 ST�E �.** STEEL** 10'-Oz"' x 5 ' -1Q" Y EGRESS WA12 STEEL�* 5TEEL** 5 '-8�'� x 2 '-Q" fV . WA13 STEEL** 5TEEL** 9`-5�" x 2 '-0 ° N WA14 STEEe�*� STEEL** 17 "-0° x 2'-Q"' N U-VA�UE �ALCUL.A°i iONS T�TAL WDW S� = 1192 T�JTAL U-VALUE = 353 . 24 AVERAGE U-V UE = 0, �96 � **THERMALLY BRQKEN STEEL FRAME WIND�W TYPES � SCHEDUI.ES ***SEE ° U-VALUE AVERAGE ANALYSIS" ATTACNMENT TQ TNIS PERMIT SET ��R C{�MPLETE U-VALIlE Ct?MPUTATIONS � B - UNIT 1 � � _ � . _�, . _ __._ _ �., _ ; :: , ! i � � , � � , . r . _ . . . , { , . . . . i , . _ . _ . _ . . . . . . _ . . .. . _ _ _ • [ f f j tI ., ' { \'.. t �; . � i ,.. f ... y � j " .-t `�... ! � � '� �q _ ' y �-) ��,/ �� �`,`. ) � s , , � � � ! . ' S ' � � , � � ! � r ' i �f.., j � � = i 1 : : � ' t . #� . t ; d � � � � � � � ' ' ° ' , J � " ` ' ; FIXTUR� SCHEDUL� AiVD QUTDOOR LIGN �EING CODE CQMPLIANCE � � � , ` � � . � � � � , , � � ,ro ; , ; i i ' . . . , � t ; . LUMINANCE = source ` ;� s': � , `;� ._ ° ; s � . 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It� ficclr4 �C7i� I� L1GT �. (1�I� �: _ � � ¥° � �� � °� �- � 1`�►'"�'� �41�1�7 �'� �. C?C [ t�'' � � � ,,4 �� � --� _ � _ �R � _ �. 4 a ��� V/" � 1 � � T ♦ � � F/" � M � ��p ���� ' � � �._n. 3 � � _ �,, �.,r r t � "� IN�t�4� � ��" IC?l� C� f1"� fi21 ,4 f�J �-�' p''� � �� c>t,►°�r�or �i ���,A�� � � � � , , �_. _ .�a . � _ . , . . .� � M ... �s _, �.�.� , � o �1.��'31�"1I �T,4� �? ,��1",�. M,4X 12 " �.AUt�DRY RC>C7M REG Rt�G�M �"C) �3� �t�t� IPF'EC� tllll'N ,` .. o �.: Z � � �� �� 3f� MIMU�'� ,4U`COM�,TIC ' . � "� u1 'fiYP � �ia. � DR1'ER 3�� � � IR�F'1�ACE SNf��"03�. ( `fiYF'1 �r `:: � : , � '� A�. � � " c �� c�+�� t�a c�+�� . _ ._ w_ _ . ._ . � . � �a� �� _� m . � �� GN��IIGAI... � � . G�. f �'� CT'r'�' ) � �'aC�N�MAtIC� � w � ,�--°- �" � _ � � � o � � �' !1'�l� C �'�'�'� r��x i� �� r � u�i � �lU�'� : z � � ��'t�7" I�U� J_ 1� � 1� �C,� � TYP � � „ 1�1C77 MJfi�� 7{-��4N COt�lT�'.,4C�'C>3� �'C� F'fi�',G7�,11J� � += � z I�UGTIUC��?K 3 " �i�C�� � I�C�� �- �� C7� � IN� i� w � � w � � � I �:� �'J� �C� ��'� G �N� � T� � � i� .., U �, � t4�' tlM� C>� J1�1�3�� ��' IC.�1�1. � U w L 1 1�1 I N� i���� �: T� �'-,.,�' F'� G� � � a m a'�'i Pro,�ect N�a. sca ��� � � � TC� �33� � '� �ED GUI� � �`. � �'. �13�Q�2�9.�Q� Gheckecl �3 : 4 � Q :� `� '� a �—!L, _ ��? r4I� N� � f1l� . `� �3JF�4 JDi� � u +- �" �` �' I C: � � � � C: "C �. � �1 � � � C� � � � ,� -C � �. �� � � � � � � � C� � � � �- � � � � � _ � I � �� � � = �. C�UJ �'1�� ��U�:� C�r4� � z � r�� �c��. � � M�c� - r�� � i ur� ��� ��ur� �A5 � a �� i � � � r�o �c,�� � ; � � �,� � � .� Q ° - � � � __ � � � � s • • � � l��I+� � han�� �l S � C1�1� �,�1UI1 � � '� � � � � General 33 . GeoExchange piping {within building} - All piping, 3 'g or smaller, sha11 be type `Z' copper, wraught copper fittings, and na tead setting afpressure to open damper. Frame shall include rolled stiffener beads to allow easy sealing to spiral ductwark joints. �""' � �,} � � solder. AIl piping, 3 '� piping may also be schedule 40 black steel pipe -cn�i�h �IT`HER grooved mechanical joint coupling and Dampers shall include vinyl foam blade seai. Frames shall have no hol�s ar openings ta allow air through damper frame. Damper � � �' 1 . �nm�d�at�ly no�ify th� engineer af any discr�panci�s. fittings and grooved mechanical joints {Victaulic or equal} OR wrc�ught-steel fittings and wrought-cast or £arged-steel �langes and sha11 in aIl respects be equivalent ko I�uskin model BDR2. � � � � flange fittings, and welded and flanged joints . �. 1°' 2. It shall be assumed that al� s�.bcontr�ctors are �xperienced anci thorc�ughly knawledgeab�� in their respective areas of the 68 . Motor i�perated Uampers (Round): Fumish and install, at Iocations shown c�n plans ox in accordance with schedules, dampers ;;,� CS'� � �..) cc�nstructic�n industry and sha11 perfornn in a r�sponsibl� manner in an appropriate constructian sequencs. 34. Heat;ing �ater & Chilled Water piping - Type 'L' copper, wrt�ught copper fittings, and no lead solder. Pravide deduct alternate meeting the fallowing specifications ; Dampers shall be of the butterflY t�'p� consisting of circular blade mc�unt�d to a shaft. Tnside � � � `�-- for PEX-a with oxygen diffusion barrier. Piping sizes shown on plans are for cop��r. 1x�crease PEX pipe size by one size if �'rame surf'ace shail be clean and smooth with na blade stop� or similar inward projections . Frames shall include rolted stiffener � � � „ 3 . �� nat sca�e drawixa�s. Verify di�m �z�sic,ns zn �"ield pric�r to coznmencement af work. changing ta PEX. beads tc� allow easy sealing af spiral ductwork joints. Dampers shall include a fixm, fin� c�ll foam seat sandwiched between two _ �' }` ,� w blades. Leakage th.*�ugh the damper in the closed positian shall not �xceed . 15 scfm per inch af blade circumference at a pressure � � � � � � 4. I�t is �he intent c�:f th�s� drawings �nd specifieations to establish a standard c�f quality. The enginee� reserves �he righ� to tak� 35 . Snowmelt Piping (inside building} - '�'ype 'L" copper, wrought copper fittings, and nc� lead saider. Provide deduct alternate for differential of 4 " w.g. Leakage thrQUgh thc bearings shall be less than 4 cfin at 4" static pressux�. Damper frame and blade shall be � � u- z exc� tions tc� � rov� rnethods and materials nc�t refl�cted herein. PEX-a with Qx en diffixsion barrie�, Pi in sizes shown an lans are for co er. Increase PE� i e size b one size if` chan in � � � .�, w p pp �� Y� � � � l�P 1� P X g � �abricated from galvanized steel. Material thickness shall be at least equivalent to Ruskin Manufacturing model CDRS25 standard � � w to PE�. construction. � � � � � S . Failure tc� arc�er, or rel��e 4rd�r, for materials andJpr equipment will not be accepted as a reason ta substitute alternate materials, c� • � equipment, Qr installatic�n methods . 36. Snowmelt Piping (autsid� af build'zng) - Pre-insulated PEX �ipang (R.ehau, Urecon, Upozxvr or equai}, I3ury miniznum 4' deep and 69. Motar Operated I7ampers (R�ctangular) ; Furnish and install, at locations shoum on plans, or in accordance with schedules, � � � � � surround with 4" of clean sand. con�rol dampers that meet the following minimum c�anstruction standards. Frame shall be 16 gage ( 1 .6) galvanized st��l structural � {� � � '� 6 , 'GVork sha�l b� perfo�n�d irz a w�arkmanlike manner to the satisfaction ofthe architect & the engineer. hat channel with tabbed corners for reinforcement. The blades shall be sin,�le skin, 1b gage ( L6) galvanized stcel wzth threc � a 37. Drain Pan & Cooling Coil Gondensate Fipi.ng - Type 'M' copper, wrought copper fi�:ings, and na lead sold�r OR Schedule 40 logitudinal groaves for reinforcement. Bea.rings shall be corrosion resistant, mold�d synthetic sleeve t�ype turning in an e�rud�d ;,� � � � � 7 . Labor, materials, and equipment sha11 cc�nfc�rm to the latest appiicable editions of local, State c�f Colorado, and Naticrz�al Codes PVC-DWV plastic pipe and fittings (AST`M D2665) OR PEX. hole in the damper frame. Axles shall be square or hexagonal posztively locked intQ the damper blad�. Linkage sha11 be cc��cealed �� � ' -.,� � and ordinances . If c�nflict betwecn those publications exists, the mc�st stringent requirement shall appl�• out of airstream, within the damper �'ratne ta reduce pressure drop and no�se. Submittal must include leakage, pressure drop, � � � u�i 38 . Condensing Boiler +Condensate shall be n�utralized via a neutralization basin before dfscharge into building drainage system. maximunz velocity and maximum pr�ssure data based on AMCA Publication 500. Dampers shall be in all respects �quivalent to � �- �- �' $. I'rc�vide r�cord �rawings to archi��ct. Drawings shal� include all addendum items, change oraers, alteratians, re-rautings, etc. Condensate piping shali be I'VC or other approved material suitabie for pH levels c�f � . Ruskin Model CD35e � 6� � � 3-- 9. 1�e d.r�wzngs show the intent af the znechanical syste�z� s but dt� nat show al1 details required. It is the responsibility of the 39. Gas Piping - Scheduie 40 black steel pipc, 150 Ib . ma�leable iron screwed fittings on a�ave ground pip�, welded fittings with all Controls . 5ea i � �c�ntractors to install camplete & vperable sysLems, whieh confarm to the mar»ufacturers' installatians instructions 8c industry . piping coated and wrapped on buried pipe, �SST pipe is prohibited, except for final connections to appliances . Welded gas r � standards. p`rping must be pressure tested at 60 psi minimum per Tawn of Vail. 70 . Mount all thermastats, humidistats and sensars 5 '-0" above finished floar. �� � a �.,,, ;, S',�• +�- � '� �9�` ��` 10. Systems sh�11 be tested for prc��er c�peratian. If tests shaw work is defective, cant�actor shall make corrections necessary at no 40 . Gas Valves - Lubricated pl.ug valve 1 ?S lb. W.O . G. iron screwed ar f�anged. 71 , Thermostats & remc�te temperature sensors shali not be inst�lled abave heat emitting equipment, including wall mounted touch �� < �9�j�� +�� � cost t�r owne�. screen controls and light pad controls. Do not mount on exte�ior walls ar ab�velbelow forced air supply registers. i � � 41 . Copper pipe Valves and Specia.lties : ; � + � 1 l . It is th� �ontractors' and manufacturers' respc�nsi�ility ta as�ure themselves that the code authorities wili approve any product ta 72 . A11 th�z�nostat,s shall have a temperature r�ng� suitab�e for the application and have adjus�able set points. The thernacrstats shall �`• � � *'�e� � �*�*e�..�.+�*"�* �` be znstalled on th� project. Gate Valves : Bronze, Class 125 , 200 lb. W,C7 . G. be able to display temperature setpoint and room temperature. A11 thermastats sha11 b� �pproved by the c�wner. �VP�.� t� BaII �alves : Bronz�, Class 125 , 20Q ib. W.Q . C. z a 12. Prvvide ne�ess�a�°y trenchin g, baekfill, excavat�on, su p ports, pi pin g, insulation, saw cuttin g and patchin g, cQncret�/pavin g, etc. , as Check Valves : Bro�ze, Class 125 , 200 �b. W.O . G. 7 3 . F r e e z e D e t e c t i o n T h e r m o s t a t s. E a c h s u p p l y s y s t e m w i t h w a t e r c�a i l s t a k i n g c�u t s i d e a i r s h a l l k�a v e a f r e e z e d e t e c t i o n t h e r m o s t a t q r requ�red. Tiackfill trench�s in 6°' layers �d to 90% compactic�n an.d patch to match cxisting grade. Balancing Vaives ; 125 psig w.p, far 254F service tight shut-aff, Illinois dual-purpc�se, balancing/shut-off iocated on the dawnstream side of the coil. Thermastats shall be of adjustable e�ectric contact type, silver p�at�d, manual res�t � O valve, HofFinan, Sarco, or e quivalent. wi t h 2 0' flexi b le sensing bu l b o f incremen t t ype wi t h any sec tion capa b le o f ac tua ti�ng mec hanism an tempera ture dr�p be low se t � ,� 13 , Systems sha�l b� professionally label�d. Piping �hall be �abeled with color coded commercial grade labels indicat�ng piping . . . point, thennostat shall sto p fan(s} and close autside air dazn per. The y sha11 have an isolated set c�f contacts fi�r alarm s ystem. •■• � � service an d f lc�w directi�n. Equipment, pumps an d va lv�s s ha ll be la be le d wi t h engrav�d pias tic or meta l tags an d �n 4 2. Suppa rt pip� wx t h ro d an d �lev�s or c lamps. I r Ta p�pe t ape a l lowe d. � a c� equi�mentiv�lv� schedule shall be pravided and maunted on the mechanical room wall. Equipment labels shall follow the same '74 . �stall emerg�ncy gas shutaff swztch inside mechanical rooms containing bail�rs . Switch plate shall be red in color and labeled � � nomenclature as the znechanical drawzngs. 43 . Frovide expansion jaints ar loops on all h�ating water piping runs in excess of 5a`, "GAS BL;�F�*TER EMERGErTCY SWITCH". Switch shall be eompliant wzth Section 1006.8 of the 2012 IMC. 12efer to elec�rical � lY drawings for additianal infarmation. � � U 14. Prr,vide 4" high level concrete equipment pads beneath floor maunted mechanical equipmen�: as shown on �lans. 44. Di�JBC�TIC U�i1021S - Furnish and 'zns�all a dielectric union at all cont�ections where non-ferroua matez�ial is in cantact with ferrous � q material an�l fluid in nc�t rotected with corrc�sion znhibitors . ��� '`� � P 75 . See Sequence af Operation sheet N1402 fnr additional control information. � � 15 . See architectural reflect�d ceiling ptan fc�r all ceiling penetrations. �, q 45 . Crrade and valve all heating water piping with �i�" hase end valves tQ permit draina�e of the system. '��nt all high points in Ba�ancin� � t`�i�. � 1b. Cao�c�`i�aate architeetural, st�ructural, etectrical, landscaping, fre protection, and interior design drawings with mechanic�l equipment roams as neeessary wi1:h autamatic air vents piped to canvenient drain. AlI high points in system outside of equipment � tL drawi�gs pric�r to installatiQn. raoms with manual air vents as required to relieve air in the system. '76 . Air and water flows must be balanced, and fan beits, pumps, and driv� systems adjusted as required. l3alance cantractor shall O � furnish subsequent air balances after acceptance of the b�:ilding. Air balancing shall inc�ude balancing of supply air, retum air, � � 17. Offset pi�ing, ductwork, etc. as necessary tc� accc��nmodate stru�ture, beazns, columns, and existiizg equipment. 46. Provide plastic grommets an all heated fluxd water piping passing thraugh wood � aists and studs. exhaust air, and outside air. � � � � � � 18, Verify exact locaticans Qf e� sting and r�ew undcrground util�ties, piping, and raceway systems prior to trenching. Cc�ntractox shall Anti#'reeze Solutions 77 . �ubmit a writ�en balance report, Balancing procedures shall b� in aceordance with NELB �r A,A�C guidelines for pro�aartional � _..� �- obta"rrz and verify exact utilii,y �ampany drawings and requzrements. balance. Submit report on standard NEBB farms. u�. � 47, FiII laad side of GeoExchange system (water-to-water units) with �0% propylene g1ycQ1180% water solution. Include corrosion �'� � � � 19. Contra�tor must care�'ully verify �Iectrical s�rvice voltage and phase availat�le before ordering any equipment. inhibitors . 78 . Ai��side maasurements shall include al1 motor amperage, voltage readings, motar RFM, fan RPM, fan CFM, fan inlet static � � � � _ _ _ o a pressure, fan outlet static pressure, and exhaust grille CFM. �"�'""1 ,,, Z � Shop Ilraw�ngs 47 . Fi11 B- 1 , B 2, B 5 & � 6 boxler systems with 2010 prapylene glycol / 84 /o water salutxon. Include corros�on inhrbitors . ,� � 79. Hydronic measurements sh�il include a11 motor amperage, volta.ge r�adi�gs, mator Rl'M, pump RFM, pump GPM as calculated �� � `� 2Q. Subznit entire I-�AC and plumbing shc�p drawing submittal data at one time. Submittal ta be bound in tbree-ring binders, 48. FiII �nowmelt systems with 50% propylene glycol i 50% water solution. Inclu�e corrosian irihibitors, from the pump curve, inlet and outlet pressures at pumps, and temperature and pressur� drop at all cQils. � � indexed in a neat and orderly manner, Partial submittals will not b� accepted. Submittals shall inciude, but noi be lzmited to : � !�, �- equipment, fixtures, insulation, diff�sers, pumps, fans, pipin,g, valves, boilers, and heat pumps. 49. See "GeoExchange Specifications" sheet M401 for antifr�eze salution and corrosion inhibitbr requi.reinents for the closed-lc�op 8a. Ad'ust flc�ws to within 14°!0 of re uired uantit . If actual uanti xs less than 90°l0 of desi , investi ate caus�, attem t to r"'" u�.t � J �1 �1 Y �1 tY � � � � r`� "'� q ground heat exchangers. rectify and notify engineer. Submittal of balance report with less than required flows without cxplanation is cause for rej�ctiox� o�` }nrirr� z � 21 , Pravide with shc�p drawing submittal, 1 /4" scale layout drawings of raoms with mechanical equzpment, piping and ductwork, repart. � Layouts �ha11 sh�w lc�cations of ineehanical systems and shail be coardinated with plumbing, fire p:otection, and electrical 50. DILLTTION WATER C�UALITY: Con�.tractor sha12 be responsible for testing the water and submitting a report to the Owner � � ut � w systems . Equipment shall be drawn to scale. Engineer, prir�r to system fill. "Hard'" water sha11 not be used. The water used to dilute the concentrated inhibited glycal-based g 1 . Submit tri�ree copies of all submittals in ad�ition to any requ%red by the contractor. Th�se copies sha11 be r�tained by the owner, _ � heat transfer fluid must be either distilled, deionized, or contain less than 25 ppm of chloride, 2S ppm of sulfate, 50 ppm of contractor and enginePr. �� '' � Insulation calcium, and 54 ppm of magnesium, with a total hardness nat to exceed 100 ppm. If goad quality water is unavailable, the c� � manufacturer af the glycol product will provide the heafi transfer fluid and water ta meet the specifications of the system. Radiant & Snowmelt � u��s = 22. Insulate all new heating water, domestic hot water, dc�mestic cold water, domestic hot water recirculation, h�at pump '�' u� � desuperheater, storm drain, heating water, chilled water, geoexchange and snowmelt piping (mains �nd runouts ta areas being Tluctwark 82. Radiant floor tubing sha11 be 1 /2" nominal diameter. Snowmelt tl.xbing shall be 5/8"' diameter. AlI tubing sh�ll be PEX-a � heated) with U.L . approved, white, all s�rvice, glass fiber, snap-on, 1 " thick on mains and �"" thick Qn runouts, pipe insulation. crosslinked polyetl�ylene with an oxygen d'zffusivn barrier, manufactured by the Engle method. w � Insutat� �tt�ngs with glass fiber blanket insulation and premold�d PVC covers. Provide deduct alternate price to insulate with S 1 . Lluct sizes shawn an drawings are outside (sheet meta�) duct dimensions. Isau�d �c�r ? � ��rma�7ex, Exposed piping such as in the mechanzcal room and the crawl space mains shall b� insulated with white fber gl�ss $3 . Piping shall be installed in cantinuous loops, no splices allowed. The maximum loop lengths are specified in the �radiant B� z p type. C�ver �utdaar chi�led water piping ir�sulation with atuminwn jacket. The jacket sha11 be h�1d in piace by a continuaus 52. All ductwork shall be constructed from minimum 26 gauge thiekness sheetmetal per SMACI�TA standards . snowmelt zone schedules o�i the plans . Tubing laops aff each manifold shall be installed in equivalent lengths (plus/minus 5%) . �°� �� te Gammc�,t � � friction t�pe joint, providir�g a positive weather seal ovear the entire length af jacket. The circumfe�rential joints sha11 be secured 1 8t19/13 GC�ORDINATION w with preformed aluminurr� j �ckets, twa-pieee elbows, and flange covers, secured with steel bands. Tnsulation shall be properly 53 . A11 ductwarl� shail be sealed airtight with duct mastzc. _ 84. The �ontractor shall %nstall manifalds as� provided by thc tubing rnanufacturer. The manifalds shall consist of a retu�n head�r 2 9�9t13 Pt�ICIN� ��1' � z ins t a l le d c�n a�1 x in e l bc�ws to a de ua te l �nsu la te t he 9 0 de ee ben d. � . . . , . 3 12t{3113 �'ERi~1 !1" 5ET f... P p g q y �' {inc lu d7ng; ba lancing va lve for eac� la�p, compresszon f itting to rece�ve tu bes an d a�r vent) a� d supp ly hea der {inc lu ding: � t3 S4. AIl returns shali be ducted. Pannin of stud cavities oist b�. s etc. is not allowed. 4 2fimf1�4 P�RMft RE�UB. � � � � J Y > manual shut-off' valve for each loop and campression f�ting to receive tubes}. ,� p 23 . Insulation sha12 be installed under all radiant heat�d floors on slab. R- 15 minimum. p Q 55 . Provide 1 /4" galvanized mesh screen on all combustion air ducts or openings. Vibration Isoiation � � 24. Insulation shall be installed under all �xteric�r sn�wmelt areas. Tnsulation shall be minimum R 10 "blue board" foam insulation, 2 " thick, Insulatiora must have pressure rating suitable fc�r applicatian. 56. Seal all ductwork joints ai�d vapor b�rrrzer penetrations at all �xterior walls. 85 . Where specifzed, duct-ta-fan connections shall be made with flexible canvas duct connector material. Pravide duct alignment � OC within 1 /2" at the fan callar and duct collar. u�i � 25 . Insulatie�rz for all types of pzping sha11 be carri�d full size through pipe hangers c�r pipes shall be supparted with vibratian clamps, 5 '7 . Ducts and piping penetrating through rQOf shall ha�ve rcrof flashing with caulk type counter flashing sleeve or by method � O aGCeptable by raofir�g man�facturer. Installatic�ri shall be watertight. 86. Where specified, spring vibration isolators for support of equipment shall be properly aligned sa that support rad does not contact � � 26. DUCT LI��TER: Internally line all new c1��twork (unless noted otherwise} vvith 112 " thick, U.L . 1 'rsted, Armacell AP Armaflex SA spring housing, � � B1ack l�uct I.>i���r, non-fibrous, flexible e�astom�ric thermal insulation duct liner. Fiberglass-type insuiation is not permitted. 58 , Provide backdraft dampers at any and a11 duetwork penet�rations through exterior wall (except outside air and combustian air p 4 ductwork). I��� Requirements � � 27 . Externally wrap all unlined autside ail:r ox sup�ly air ductwork with 2" thick insulatian with a continuous vapor barrier. Minimum � O R-Value of 6.0. 59, Pravide turning vanes in all mitered rectangular elbows. $7. �fer to REScheck report by Rader Engineering for complete list of 2012 IECC requirem�nts. � '� w z Pi in 60. Pravide volume dampers at all accessible round duct take-offs. S lower door testing shall be perfoimed by a� approved third party, per 2012 IECC section R402,4. 1 .2 . A writt�n report ofthe r'1� G�,41�1IC,4� � �u . results t�f the test shall be submztted to the buzld�ng depar�ment. Au leakage rat� shall nat exceed 3 ACH when th� blower dc�or �s �{�� C I� I C,4T C ON�v � Ot U 28. All buri�d pipe shall be surrt�unded with 4" of clean sand. 61 . Make a11 final connections to supply GRD's with acaustic flexible duc�. Minin�um length shall be 4 feet. 1Vlaximum Iength shall ope�ating at a �ressure of 50 Pa. i = � ` ` ; ; � � z be 8 feefi. � � � � ' `� . 29 . I)o�nestic I�ot, Colc� �& R�circulatic�n i i� inside buildin T e 'L' co er, wrou ht ca er fittin s, and no lead sold�r. � ` , � ` _� c� P � � � - Yp PP � PI� � 89. Swimming pac�ls and in-ground spas : � OC Prc�vide a deduct aitern�te price for PEX. 62, All ductwc�rk or surfaces which are visible behind a grille, register, diffuser or louver shall be painted flat black. 89. 1 . Heatears shall have a readily accessible on/off switch. „' � w � . . s � � �j � ,,,. � � � � w $9.2. �Ieaters operating on natural ga� c�r LPCx �ha11 have an �le�tron�c pitot �ight. �-. � � m _. , .0 .� '�-.- `� - �- w �� � � . _ x_, � � � 30. Waste pzping {abov� grc�uz�zd} - Standard weight, C.I. sc�il pipe, and fittings, ar hubless, C.I. soil pipe and fittings . 63 . All dryer vent� and bathroom ��aust ducts sha1l be rigid galvanized round duct. 89.3 . Schedulc-capable automatic an/aff timer switches shall be installed an h�aters and pumps. _R . .,. _ . T �.� ., , 4 .. ..d� w.. �[ � uz.� . . 89.4, Heated poals and spas sha11 have a vapor retardant cover. ��..� �� ��� � � �- x 31 . V�as�e z in b�law rade and in craw� s aces Schedule 4Q ABS-I�WV lastic r e and fittin s ASTM D2661 or Schedule 64. Sheet metal and fittin s t� be ursuant to SMACNA and AS�3[��AE standards. . � `' " : 1� 1� � � � I� ) - P P � � � ) � P � . _ � .a_� .�_,_ .�,._ �� w.�, �e � �� � �.t p! � 40 PVC-DWV plast�c pipe and fittings (ASTM U2fi65). All pipe and fittings sha1l bear NFS-DWV maxk and shall be joined with 9 . permanent REScheck ceztificate sh.a11 be provided on or in the electrical dzs�ributian panel listing the p�redominant inst�iatic�n Pro�ject No. 5ca l�: � � d sniv�nt weld jt�ints as recomm�nded by the manu�acturer, 65 . Contractor to coordinate exact locatic�n of grilies and register� before installation. R values, window U-factors� type and eff ciency of space condition%ng anci water heating equipment, and results fram any } 3�2 `3,Q,�� t�ll,4 � � � ' required duct system and buildmg envel�pe air leakage testing. The cez�tificate sha11 not cover �r obstruct the visibility �f the prau,n B Ghecic�d �3 : Q � 6t `� f? 32. Vent pi�ing - Sch�duie 4fl AI3S-LiWV plastic pipe and fittings (ASTM D2661 ) or Sehedule 40 PVC-DWV plastic pipe and 66. Seal aff ali ducts �uring constructian. cir�uit directory label, service disconnect label, or other re�quired iabels. �� � � � � � � �w � '`�'`� fitttngs (ASTM D266S). All p�pe and fit�zngs shall bear l�TFS-DWV mark and shall be � omed wxth solvent weld ,�oznts as �n � � recaznmended by the manufacturer. 67 . Back I�raft Dampers : Furnis� and install, at locations an plans or in accc�rdance �vith sched�les, dampers meet;rng the fr�llowing � � � specifications; Dampers shall be of the two-blade d�sign with separate �les. Blades shall be retained in closed positian with q u�i � tensioned spring. Spring shall be easily field adjustable for any orientation mrrunting. Spring adjustment will allow for field ������� � � Q � � Q � � � � � . a � � � � tseo � �chan � � S �aecl�ication � � N , � � � � General Pipe Installation � � Cf� � 46 . DILITTI4N WATER QUALITY: Contractor shall be respansible for testzng the water and submitting a report tc� the �,.., � 1 . im�rtediately notify t��e engineer af any discrepancies. 22 , The anly acceptable method for jc�ining the buried �ipe system is by a heat fusion process . Joining sha11 be the sacket, Uwner & Engineer, prior to system fill. "Hard" water shall not be used. The water used to dilute the cancentrated � � ' `t er istilled eionized or contain less than 25 m c�f chloride 2S t'' ► � � � butt, saddle fuslon or electrofuslon methc�� zn accordance w�th th� pipe manufacturer s pracedures. mhzb�ted glycol-based heat transfer fluid must be ez h d , d , Pp , � �j �} t- 2 . L?c� not scale drawi�.�s. 'Verify dimensions in field prioz� tc� cotnmenc�ment of wark . pFm of sulfate, 50 p}�m crf calcium, and 50 ppxn of magnesium, with �, total hardness not to exceed 100 ppm. If good � . . (S� 23 . Fusian equipment must be tested routinely during fusion work to dernonstrate proper heater faGe temperature . A digital quality water is unavailable, the manufacturer c�f the �lycol prc►duct will provide the heat t�ransfer fluid ax�d water to �!' tiQ � �'" 3 . It is the intent c�f these drawings �nd specifications tc� establish � standard of quality . The engineer reserves the right to pyrometer with proof of calibratian is required for each fusion crew, meet the specif catic�ns of the system. � � , . � take ex�eptic�ns to approve methcrds and materiais nat refl�cted herein. � � � z 24 . Avoid sharp bends in piping runs . The minimurn bend radius shall be 25 times the acPual c�utside dia�neter caf the pip� Urii�i�� for Vertical Loops ;� � `� `� ,� 4 , Wor k s ha i l be p�r forrz�e d in a wc�r k m a n l i k e m a n n e r t c� t h e s a t i s f a c t i c�n o f t h e A r c h i t e c t & E n g i n e e r. {e,g. t h e m i n i m u m b e n d r a d i u s f a r 3/�" p i p e i s I .0 5 0" x 2 5 = 2 6 .2 5" a n d th� rni�imurr� bend radius fc�r 2 '° pi pe is 2 .3'75 `° � � � �` w � � x 25 = 59 .375 "} . 47 . Al1 drilling fluids shall comply with state and �c�ca1 cades and they shall b� applied and used as prescribed by the � � -- � S . Labor, mater�al�, �.d equipment sha11 conform to the lat�st applicable editions of local, State, and National t,odes and manufacturer. C1ays added shall l�e of the commercially prc�cessed typ� tl�at shall mee� or surpass the viscosity � � � � +- ordin�.nces . If �on�iict betwe�n thc�se publica�zons exists, th� most stringent requirement shall apply . 25 . Vertical sections of pipe shall be c�ne piece except far "LT" tube fitting(s� at the b�se of the lc�op. {U-tube assembly) . specificatic�ns in the American Petroleu�n Institute "Std. 13-A fc�r T}rilling Fluid Materials"'. � 1� t� p � � � �- '� � 6 . Pro�;zde re�ord drawin�s to the .A�r�hitect & Engineer detailing, with dimensions, the actual lc�op field installed. 26 . Install elbow fittings for required bends that are tighter than as caieulated abov�. 48 . AlI other drilling fluid additiv�s usecl sha�l comply with �recogniz�d industzy guidelines, practices and lo�a1 co�es . � � � !� q Drawu�g s�all b� prepared pr�c�r to any backfilling. Tc�xi� or dangerous substarces sha11 not be added to the drilling fluid. �- � . , 27. Lateral piping supply aild retum lines or bunc�les sha11 be separated te minimize k�eat transfer between th� two. Also, � � �' �} � v 1 r to the commencement of the installation of the minimize su 1 and return i e crossin s . 49 . Ont otable water shall be used for make-up of drilling fluids. �� --� 7 . Loopm.g Cc�ntractc�r shall obtain a11 requzr�d perm�ts and appro als pr o PP Y � P � Y P Q � loop field . �' � � � 28 . Where supply and return lines come within a 6 foot radius of either water l�es andlc�r sewer lines, all lines shali he 50 , Borehole alignment shall be as close �s reasonably pQSSible ta the grid supplied on th� engineering drawings . �.�'°`+-�- 1- z 8 . Co�tract�r shall, as a n�iz�unum, prc�vide all safety equipm�nt ta meet the r�c�uirernents of all applicable State and insulated with 1 - 112" closed-ce11 insulatian {with adhesive backing) until the �ines separate beyond the 6 foot distane� . � � � National Cc�d.es and standards > �ontractor sha11 zneet all requirements af the Occup�tional Safety and Health �1.ct 51 . Vertxcal bc�reholes sha11 be clean (no permanent casingj and of suffcieut diameter tc� facilitate the inst�llation of the (C�SI-�.A.), including a�l amendments . 29 . The cantractor sha11 provide identificatian ft�r the undergrcrund piping by �sing underground-ty�ae metallic tr�cer tape. L1-tube assembly. Reasonable and prude�xt care sha�l be taken during installation and groutin� in arder not to crush, cut ��� 1 � Warnin ta e must be foil-backed, at least two inch�s wide with a continuous messa e rinted ev� 36 " or iess readrn or kink the � e. � � P � i� �'Y g p'P R� ,, Q 9 . The dxa�vings show the intent of the geoexchang� systems but do not show all details required. �t is the respon�ibility "CAITTIC}N GE{�THEP�M[AL PIPELI�� BL:�.2IEL} BELQW. " The tape shall be hi�hly resistant to alkalis, acids, and . . . � °` "�� " ``;��c,�c•� ? of the cor�tractors to install cc�mplete & o�erable systezns, which canform to the manufacturers' installations instructians ather destructive agents found in the graund. Tape shauld be buried a� 24 below grade. S2 , A11 vertical bareholes shall be of the mi��imum specified depth. There shall be nc� variat�ans less than the sp�cxfi�d �¢ �,� �� � & industry standards . de}�th. Variations of more than 1 S feet depth greater than spe�ified depth shall be approved by the Engineer. �'Q � � ,� w 30 . All buried HDPE header piping sha�ll be a rninimurn Qf 6 feet below fnished grade . �� ;�,�� � � 10 . Syst�zns shall b� test�d. f�r prc�p�r c�peratic��., Iftests show work is defective, cc�ntractor shall make cazrections S3 . The �ontractor shall maintain current records on the site at all times that show: '�.� ��,,. '�#,�' � nec�ssaiyy at no cost to owner. 31 . During installation, trash, soil, small animals and other fareign d�bris shall be kept out af the pipzng system. Ends of a. Tirne, date, location, total depth and �iameter of a11 bore holes . k�A�..�� � I�PE pipe shall be taped or fusian capped until the pipe is joined to the circuit. �. Time, depth and results of all mud tests . z � Scope Delin�atic�ns c. All drilling fluid materials added to the system. Q � 32. Header pipes sha11 b� sleeved and sealed where penetrations thraugh concrete or other structures exist. Seal annular d, Any nc�ticeable variat�ot�s in lithology• � � 1. 1 , Loopiug Contractar shall be responsible for the complete installation of the closed-loop ground heat exchanger, space with minimum 2" of expansive faam insulatian a.n.ndfc�r silicone sea1. e. L)ensity and volume of grout used on each bore �ole . tQ O f) � including dr�lling nf ver�ical bore hales, installation o�' ali t�uried :t�DPE piping, grouting, installation and connectian of � � the :�nrizo�tal pip� headers, pressure testing, flushin.� a�� d purging of the autside piping system, charging of the system 33 . At mechanical room termination t�f header piping, pipes sha11 be installed tv e�tend into the room a m�mum of 24" 53 . A representative sample r,f the drilling fluid shall be taken at tc�tal depth of each bore h�le. Mud density and viscosity p C�7 with water and back�illing. from the flaor or wa11 penetration and shall have a minimum c�f 12" of separatic�� between each HDPE pipe. shall be m�asured in accordan�e with American 1'etroleum Institut� (API} approved metha�is a�d xecorded. � +- pr_ � �- � ` 12. l�'Iecl�az�icai �ont�a�tor sha11 be r�spansible for fi�rnishing and installir� g t�xe heat pumps, fi�rnishing and installing a11 Pressure Testing Groutin� for Vertical Laa^ps � q circ�latin� p�:unps f+�r t he lcaop fie l d as we l l as assacia te d va lves an d plprng accessories an d ��1i�1g �he loop�i e l d w i t� t h e �'� � � proper antifrceze sol�ativ� , as speci�ed by the E�gi�eer. The Mechanical ��rntractor sha1l be responsible fox charging 34 , After all piping is in place and prior to any backfilling, system shall be pressurized with air to 104 psi minimum . S4. All vertical bare h�o�es sh�1i be ;grouted completely with BAR.OID BARUTHERM GULD Tk�E�;MALLY � U and purging th� inside piping systems . Care should be taken ta i�olate {bypass} the heat pumps tiuring purging to Each joint shall be visu�lly and physzcally inspected, using industry standards, fc�r col d joints . Any jaints fai ling t he C{JNTt U CT�`V E G�2 0 U T (or �ppr�ve d �qua l} t hat is in con formance wit h I G S�I.'A stan dar ds sp�ci�e d in t heir � t�1 .n c� ensur� the heat puzn�a heat exchan�ers ar� prr�te�ted from debr'rs. Final air removal shall be accomplished using the air test shail be completely remov�d from �he system, replaced iza: its entirety, and then the test shail be repeated. tJnce publication, "Grauting Pxocedures for Ground-source Heat Pwmp Systenns" and in acco�rdance with all state and 1+�ca1 u�. � separator, `I'he Mechanical Gantractor sha11 also be responsible far final purging of the entire system, system is pressurized to test pressure, system shall be closed off (with val;jes o�� ather means} and no air shall be added. requirements . Graut Thermal +Conductzv�ty shall be minimuzn 4.88 Btulh x sq. ft. x deg F , The specif c type of grout � �- a Test is cc�nsidered a "Fass" � nc� leakage �s observed antl the pressure remains steady {wi�thin S°fo c�f the test pressure) designated is a thermally enhanc�d type, bentonite based. It is the cont�ractor s responsibility to supply the correct O � Contracto�r +Qualificati+ans for a minimum o� 12 hours . Test is considered a "Fail" if leakage is abserved and/or the pressure drops 5°10 lc�wer than pumping equipment for the grout specified and be able ta complete each �routed barehole in a timely manner. Po�tland � � the test pressure. or cement based grouts are not acceptabl�. -� a 13. MecJhanicat Contractor: Must hav� campleted a certification tra��nning pragrazn of£ered by the Internatianal GrQUnd � � � � Sour�e Heat Pump Association (IGSHPA) o� appraved manufacturers' certification prog�ram and shall have at Ieast 2 35 . Vertical loops shall also be pressure tested both before and after insertian in to the ground. An additional pressure test 55 . All grout shall �ie mixed in accordance with manufacturer's instructions. Grout density shall be measured and recorded � � � years of successfi.�l installatic�n experience. The installation personnel must be able to prave current accreditatiQn. The shall be perfc�;rmed after lateral piping is connected and before backfilling. far each batc:h and for each bore hole. Grc,uting records shall be included with "as-built" uafQrtnatian. � � � contract�r shall rc�vid� prc�o� of cuuz�rrent accreditations {IGS�'A) or certificatians . ��� � � P 36 . If, after all effarts to Iocate and repair any leaks, the system continues to "Fai1" the air pressure test, hydrostatic 56. Grout shall be placed by pressure pumping thrau�h a tremie pipe, The tremie pipe shall be lowered to fihe bo�c�m ofthe �" u � 14. Loo in +Contractar erti�al I�ores onl : The I�rillin Gontractor shall be licensed by the State of applicable pressure testing with vvater must be performed in compliance with ASTM F 2154-02 (�IDPE Testing �'rocedure) . zone being grauted and xaised slowly as the material is in�roduced. The tremie may be temporarily tied to th� bottom F� �• � � P � � Y) g � Q jurisdictzc�z�, �.n:d mee� any other requirernents as required by any agency with apprapriate authority. The Looping System must "Pass" this test, as def�ted by the Pass/Fail criteria of the ASTM standard. of the U-bend loap assembly ta carry it to the bot�am of the borehale. All grc�ut shall be emplaced ta the m�amum . . . extent ossible zn a sin 1e contir�uous o er�tion u ward from the bottc�m af' the bore ho1e. The tremie i e should be M� � `� C�ntractc�r shall hav� at least 2 years of successful insl:allatlon exper�ence on prQ� ects w�th clased-loop �round heat P � P P « P P O = exchang�rs . Loop:��g Coniractc�r must have experience at mixing, pumping and injecting bentonite grouting materials Flushin� & P�ur�ing continuously submerged in the grout until the zone to be grouted or filled is complete. A.11 boreholes must be topped ,�� � '� frc�m the bottom of the laarehole to th� top, including th�rmally enhanced versions, for vertical installations . off with grout to withi:n eight feet of tla� surface. �► t� � 37 . Frior to bacl�filling, all systems shall be flush�d and gurged ��vith 100% potable water) of air, dirt and debr�s and flow (""'", w �' 15� Loopa�ng �ontractor (All fieXd fiypes) � �abricators must have eampleted a certifzcation txainzng program offered by tested to ensure all pc�rtions ofthe closed-Ioop grc�und heat exchanger are prop��ly f�owing. A portable ten-�porary 57 . {�n1y potable water shall be used for make-up of g�routing fluids . �' � tL IGS�PA or approved �anufac�ur�rs' certi�cation program and shall have at l�ast 2 years c�f successful installation purging pump and barrel or reservoir unit shali be utilized �nd sha11 consist of the follc�wing : purge pump {high � � experienc�. Tlie installation pe�sonnel musC b� able to prove current accreditatian. Each �round heat excbanger vo�ume! high head), apen reservair, filter assembly with bypass, fine screen, flow meter, pr�ssure gauge, conn�eting � _ fabricatc�r must have performed a fiision pro�edure under direct supetvision of an IGSHPA Accredited H��t Fusion piping and cannectang hoses , �!o/^ '' Technicia�� , an ICrSHF�A appraved manufacturer's certification program or a DOT certified heat fus "ron teclu�ician, Each � � c� � certified technician must atten� a retraining schc�o� annually . All field personnel shall prov�de proaf of curr�nt 38 . A minixnum velc��ity of �, feet p�r second in each piping section must be maintained for a minimum of 34 mir�utes to � � _ IGSI-i�'A Installer t�.cc�reditation �ith associated fusion card or certificate �rom a major I-�PE pipe vendor or remc�ve a l l air. dis�ributar. Personnel without current ZGST-�l'A Installer Accredi�ation are rohibited from workin on this praject. � � � P � 39 . Utiiizing the purging unit, conduct a pressure and flow t�st on the graund heat exchang�r to ensure the system is free of � � Shop Drawin�s blockage. If the flow test indicates blockage, locate blockage uszng manufactuuz�er's recommendatians, r�move ia�ued �car Z u�i blockage, then re-purge and cc�nduct the test again until a11 portzons of the system are flowing properly . The flcrw test z O 1 6 , S u b mi� �ntire G�c�Exch�,n ge �ho p drawz�g submit�al data at one time, 3 co pies minimum . Submitt�„I to be bound in must be observed and a p proved b y the General Cpntractor befare the syste�n is to be considered compl�te and re�dy for Nc�. Uate Gomm�nt u1 tx binder�, indeXed in a neat anc� orderly m�.nner. Partial submittals wi11 nat be accepted. Submittals shall include, but noti backfill. 1 S t 1�1 1 3 �o D 1�D I N A T (o N w �- be 1�m.i t�d ta, I-3�.7 P� pipin g a n d f i t�i n g s, g r o u t, a n ti f r e e z e a n d p r o p o s e d p u r g e p u m p w i t h p u m p c u r v e. 2 9lgti3 3�i2I�iN� ��T +�- w 1� J = P g P � P � � � � 1� �`3' l� P �� 3 12JI3/i3 PEi�M17 �aE�' 40 . For this ro` ect the calculated minimum ur e um erfarmance not includirz fit�in s tem ora i in etc. zs as � � Fi in : follaws : SIDE A; 67 GPM @ 30 feet of head , SIDE B : XX GFM @ XX �eet of head. � 2t1�11�4 P�RM11' R�8t��3, � � p � 1 '7 . The c�nly a�ceptable pip� and fit�ing material for the undergrc�und partion ofthe ground heat exchanger is high-density Backfillin�Horizontal Pits & Trenches � _ pc�l yeth ylene {HDPE) pr�ducts s peci�ica�l y desi g ned, intended and warranted for closed loop ground source heat pump � � installatior�s . 41 . Fine fill dirt, pr�ferably with as much fin.es as possible, is rec�uired for bedding th� �DFE ground �oop circuits, manifalds and headers to a miz� imum af 24 inches above the piping< This ma�erial may be winnowed or szfted fram the � � 18 . Pipe shall be manufactured by Centennial Pipe c�r �ngineer approved equa�. Pipe sha11 only be HDPE 3408 excavatian spoils . Clay or clay dominant soils are e�cluded as a 6edding material . The objeGtive is a dense � t� manufactured in accc�rdance with AST1V.[ D�3Q35 , sha1X have a dimension ra�zo (DR} of l. 1 and sha11 have a minimum compaction of nativ� soil with as little porosity as possible to assist in heat transfer, and to avo�d any structural stress to � � pressure ratin� t�f 160 psi. the pipe. Washed gravels or sand as narmally used fc�r other utility beddin� efforts is nc�t acceptable. +- -� O Q 19 . Warxaniy: The pipe manufacturer shall pro�ide a minimum warranty of 50 years . The warranty shall be transferable. 42. Fine f ll or soil is defined as b�ing mostly fines, of which at Ieast 50% of the material will pass through a Nn, 200 '� sieve, and the remaining SO°lo will pass through sieve size af no greater then a No . 40 sieve (medium sand as per the � � 20 . Fit�i�gs shall meet th� requirements of ASTM I�-2683 (for socket fusion fzttings} and ASTM D-3261 (for buttlsaddle Unified Soil Classificatian System) . � � � fuszc�n fttings) . � � �- � � . .. 43 . The header trench shall be backfilled by hand wi�h a minimum crf 6 inches af fine soil material an each side of the � � . _ C�� C7� XG�,�NC�� w � . 21 . Markings : pipes. At Ieast 24 iaches of fime soil material sha11 be bedded on top of �he piping. A horizantal underground-t3'pe ° , ... ;��: �'v�'� G I� f G�t ( Ol�la � w � me ta l lic tracer warnrning t ape s ha l l be p lace d 2 4 inc hes be low �ra d e for t he en t ir e l e n g t h o f e a c h h e a d e r p i p e. A f t e r ,- r- � ,%- - . � _ � � T� ro�--� , . _ , � �� � o =_ � � a, Sufficient infarmation, including numerzcal markings every 2 �`eet (na exceptians), shall be permanently marked on the piping is installed, tested, purged, iu�spected and appraved, the remaining trench fll may b� excavated material, free of � , � _� � �'J � O Z length ofthe pipe. This informatian is defined by the appropriate ASTM pipe standard. All fzttings shall also be boulders, iarge rc�cks, general debris or fareign matter. Care shall be taken to avaid driving constr�ctian equipment � . _ _ _ _ � . _ ,._... ,., _ _ .�... _._ � � � c� �-�`' sim�larly marked. Marked inft�rmation sha11 include Manufacturer's Name, Naminal S�ze, Pressure Ratmg, Releva.nt over n�wly filled trenches unless l�ridgu�g is provzded to support laad over trenches . Refer to .�STM D-2321 for $ . �..w� ._ .. 1__ ra_ �. ,. ,...__ _ � � � AS'T"M Standards, �ell Classifcation Number and I7�ate of Manufacture. backfill procedures . Gampact t�enches to 90% dry density minimum. Poor compaction is unacceptable because it can . 4 � z significantly hinder system performance . � �- �.� �i. A11 piping used for the u-bez�d h�at exchange� (pipe located in the bc�rehvl�) shall have factory hot-stamped lengths � w � impressed ev�ry 2 feet an the side af the pipirag indicating the length c�fthe heat exchanger to that paint. Th� length Antifreeze So iutions Q U q shall read "0,� (zero) on one end and the actu�l heat exchanger total Iength in intervals af 2 feet. ProJect Nc+. �ca le. � t� 13�29.Q» �1I,4 Q 44 . After filling & purging pracess has been properly �c�mpleted, the Mechanical Contract�r shall pravide a final loop Q � � �,� c. A11 �iping �s�d for the horizc�ntal heat �exchanger (�ipe located in the graund heat exc�iangvr portion �f fhe pi� or circulating fluid as �ollows (by v�il�rne}: 20 °/a Prv�yiene GlycaU 80% Potab�e water . I�rawn 8y= Ghec+�.�d �3y: � � � t�;� trenching} shall have factory hc�t-stamped lengths unpr�ssed every 2 f�et on the side ofthe piping indicating the length �3,� N JI� R � � � of th� heat exchanger to that point. The length shall read '�0 " (�era) on c�ne end and the actual heat exehanger tatal 45 . Include corrasion inhibitors and environn�ental stabilizer additives as required to protect the piping cir�uit and z z � l e n g t h i n i n t e r v a l s o f 2 f e e�. connected e qui pment from corroszon. � � � ��1���� 1 " p ° � � � � � � � s . � uence of �J eratlon Side A � '� � � � C � � � � � � � l . �vnrtrol S�ster� shall be enabied, j . P- 10 WH-2 water heater pump shall rr,u� whenever there is a call far heat fram TS-�£ temperatuxe sensc�r at WH-2 water heater, �, � � � � a. Exact mechanical �csntrol systern is to be detcrm�ined. Coordinate with General Contractor, C7wzier and Home Autamation b. Tank temperatur� shall be set at 130°F (adj) . k. F- 11 WH-3 water he�ter pump shall ruzl whenever there is a �all for heat :Erc�m TS-X temperature sensor at WH-3 water heater. � � � � Contractar. A SAVAN'T Buiid'zr�g Autamation System (�3A�) to contral the lzghting, AV, security, temperatures, etc. is �- t1� � � anticipated far this project. A dedicated I7irect Digital Control (DDC} system to control fihe mechanical equipment is required. c. Boiler systezn HWS setpaint shali be ramped up to 160°F (adj ). l. P- 12 FC-6 pump shall run wh�never there is a ca�i for kitehen :make-up air and outside air temperatuxe zs below 65 °F (adj }. DLIC � � T�I�C syster7� must be cc�mpatible with �AS . system to modulate pump speed (0- 10VDC) to rnaintain 65°F (adj} discharge air temperature at TS-X tem�aerature sensor , � � � `�-- 8. IE�X-1 Pool Heat Exchanger (mounted in FC-6 supply air duct). �" (� � , � b, DL�� sy'st�m shatl inciude start/ stopf status/ alarrn pc�ints for all maj +ar equipment. Include web-based animated graphics package. � � �` � u�t a. Upon a call for heating frozn TS-X temperature sensr�r, normally closed contrai valve shall open, end switch shall signal P-X m. P- 13 HX- 1 paol heat exchanger pump shall run whenever there is a call for paol h�ating from TS-�X temp�rature sensar. � � � � � c . Th�r.m.astatslsensors to b� provided by I�DC Can�actor. See "Thermostat Schedule" Sheet MOt� 1 to determine functions required pump ta start, and B- 1 and B-2 boilers shall be enabled. „�, � (.�. � at each th�rznostat. See znechanical �1ans for lc�catio�s ofthermostats/sensors. Temperature cantrals are ta be integrated into the n. P-� 14 HXa2 spa heat exchanger pump shall run whenever there is a call for spa heating from TS-X temperature sensor. u�u � � �`' ut Savant syst�nr�. IZer�t�te access is r�quired, 9. HX-2 Spa Heat Exchanger � ._.. � � � o. �- 15 � I�-3 water feature pump shall run whenever there is a call for heating from t�mperature sensor TS-X. ',� � 2. HP-1 c� lKP'-2 Vt�ater-to-Water Graund Sr�urce :E�+eax Fumps a. Upon a call for heatzng frdm TS-X temperature sensar, norznally closed control va2ve sha11 open, end switch shall signal P-X � � � � � pump to start, and B- 1 ar�d B-2 boilers shali be enabled. p. P- 16 domestic hot water recirculation puznp shall be contr4lled by integral tizner and aquastat, � � � � � a. Capabil 'rty fc�r simultaneous heating and cooling shall be provided as follows. � 1.C1 a.a. When outside air temperature is below 20°F �adj), both heat pumps shall only be permitted to operate iza. heating mode. There are 4 10. B-3 & B-4 Snowmelt Boilers q. P- 17 B-3 bailer pump sh�ll run wheneve� boiler is ca�led to fire. � � � �` � heatin� stages available . �^ �- , � a.b. When outsitie air temperature is b�tween 20°F (adj } and '75 °F (adj ), one heat pumps shall be designated to operate zn heating made a. Boiler shall be eontralled by integral Lochinvar bailer controls. r. P- 18 B-4 boiler pump shall run whenever bailer is call�d ta fire. `'�" (� ^4 � and the other h�at pump sha11 be d�signated to operate in cooliz�g made.There are 2 heating stages and 2 caoling stages available. � � � fL a.c . When outside air temperature is abave 75°F {adj �, bc�th heat pumps shall only be permitted to op�rate in cooling mode. There are 4 b. Boiler sha�l modulate to maintain HWS setpoint at TS-� temperature sensor. I-�W� setpoi.�t shall be 12S°F {adj) . s. P- 19 SZ- 1 snawmelt zone pump shall run whenever there is a call for snawmelting. Refer tt� " Snowmelting" sequenc� for moxe �"`-�'- � z coalizig stages available . �-- � information. � � � c. Boiler shall only be �nabled during calls fc�r snowmelting. b. �Jhez� c�utside ai.r tempera�ure petmits and upon a call foz° space heatin�; an� upon a call far heating from TS- 1 temperature sensor t. P-20 SZ-2 snowmelt zone pump shall run whenever there is a call for snowmelting. Refer ta '" Snowmelting„ sequence for mor� �ea ! � at BT- 2 heating water buffer t��nk, hcai pum�(s) sha11 be staged using PID logic to rnaintain tank tempera�ure setpoint. Tank d. P-X pump ,�hall run �vhenever I-3-X boiler is called to fire. information, a temp�rai-€zre setpc�int shall be reset based on C►SA temperatur� { l3Q°F �a -20°F tc� 80°F � 7S°F, adj ) . � � ����`���, �-z- 11. Snowmelting �� ��j�;�?'�,�,� � c . When o�tside air �e�n�eratur� permzts and upon � call for spaee cooling and upon a ca�l for caaling from TS-2 ��m�erature sensor , � �� � ° A at I3T-2 ch�Iled wat�r bu �'er t��nk, heat pump(s) shall be staged using I�ID logic ta mainta� t��rak tem.peratcare setpoint. Tank a. Provide ( 1 ) snow/ ice sensar {Tekmar 094/091 } for contral of Snowmelt Zane # 1 . Upon a call for snawmelting, P-X pump shall � 3' � tempera�e setpaznt shall be 4�2°F (adj }. start and B-3 & 4 b�ilers shall be enabled. ,�, � � • • * � .�g �j � uence of (� p �ratlan S�d � � ••.,.�.•.°� d. Heat pumps shall b� ratated based on hours of o�reration. b. Pravide { l ) snaw/ ice sensar (Tekmar 09UJ091 ) for contral of Snowmeit �o�� #2. Upc�n a call for snc�wm�lting, P-X pum� shall �- � � staxt and B-3 & 4 boilers sha1l be enabled. ? � e . 2away contrcal valves sha11 be set to d'zvert flow ta heating water piping wher� heat pump is in heating made (i.e. heating water 1 . Cont�ai System a z v� l v e s c�p e n, c h i i l e d �a t e r v a l v e� �l o s e d}.2-w a y c a n t r o l v a l v e s s h a l l be s e t t o d iv e r t fl ow ta chilled water pi pin g when heat pum p is c. Provide individu�l "AUTQ / QFF I C}N" software switches for each zc�ne pump, within the BAS system. "Auto" mode rneans t A d in coolin g rnode (i.e, heatin g water vaives cic�sed, chilled wat�r valves open). automatically contralled by DDC system . "O�'f' means pump is €�ff entirely. " 4n" means zone sha11 tum an for a timed snowmelt a. Control Systezn is TBD . A DDC system is NQT anticipated, For preliminary pricing Puuz�poses only, assume that the contrc�l � � � aperation period af 6 hours (adj). Upan completion of "Qn:" cycle, switch shall default back to "Auto" pc�sition. systezn will be Tekmar based, with an optian for remate access (Tekmar Gateway}. � � f. P- 1 �. P-3 heat pump sc�urce sid� pumps and P-2 & F-4 heat pump Ioad side pumps shall run whenever their associated heat pump � (} p� is szgna�ed tc� �un. d. DDC control shall be setup for VVWSD (warm weather shut dawn) at approximately 45°F (adj). System sha11 nat operate if �' i� outdoar temperature is abave 1:�is setti�ag. +�- � . SHC}RT �'YCLE gRt�TE�TIC?N; Allow a minimum com ressor "'t�TF"' time of 4 minutes and a mini�mmu.m "t�N" time of 2 � _� � � P mirzutes. e. DDC control shall be setup for CWCO (cold weath�r cut off} at appro�nately � °F {adj). �ystem shall not operate if autdoor � u�..t temperature is below this setting. �i'� � � h. RAl"�DQM STAR1~: A clelay of 1 to 120 seconds (adj} shall be generated after each power up to prevent szmultaneaus startup of all � � � units within a buxlding after the r�leas� fram an unoccupi�d cy�le or pow�r Ioss. I2. Fans, ERV's & HRV' s � t�Y � 3. Rac�i�ntt F�c�o� �-Ie�ting a. EF-X pool equipment room e�auat fan shall be contralied by a lin� voltage coolir�g thermostat. Mator C}perated Damper (MOD} a � on outside air duct sha11 be apen when fan is on and shali be closed when :fan is off. � ar a. Uposa a call for heatin�g, associated cantr€�1 valve shall open and P-Sa/b heatin�; water pump shall start. =t +- b. EF-X crawlspace exhaus� fan shall i�e cc�ntrolled by a line voltage cooling therr��dstat. � � � d b. �o r b a t h x o o m s w i t h fl c�c a x t e m p e r a t u r e s e n s o r s (r e f e r t a M 0 0 1 f o r l c�c a t i o n s), m a i n t a.i n fl o a r w a r m i n g c a p a�i l i t y w i t h i n t h e D D� � � system. Upon a call for heating, assaciated contral v�1ve shall apen and F-Xalb heating water pump shall start. Setpaint sha11 be c. EF-X upper garage e�aust fan. shail be eiectr%cally interlocked with the garage door c�pener. Once energized, fan shaTl run fc�r 30 � adjustabl� to the user via the F3AS . Seipoint range sha11 be 75 °� (adj) to 85 °F {adj }. minutes {adj }. Any opening/closing a�f a garage dc�or during the 30 zninute run period shail reset the timer. Alsa include a wall �'� � � z mounted on/off switch. � � � c. In zones with radiant floor heating and fan coils, radiax�t flc�or shall be the first stage of heating. �i'� �- � d. EF-X elevator equipznent exhaust fan shall be cantroiled by a lirne voltage ec�c�ling thermos�at. � , .�� p i 4. Forar Pipe �Tyc�ronic Far� Coils (Singie �oue) � e. E�'-� bath e�aust fan shall be eontrolled by a Iaw-voltage lc�cal push button timer ec�ntrol integrated intc� the BAS . When the � � a, Fan coa�s �ha.11 be �quipp�d with E�IIVVF rzaotors capable of accepting a 0- 10 VI7C modulating signal. butt�n is pushed, the fan wiil turn on and stay an for 15 minutes (adj}, after which the fa,� will �utomatically turn aff. .� '�i u- � � � b. Ct�NT��.TQtTS �'AI�T: Durix�g oecupied periods, fan shal� run continuously at �0°lo minimum speed (2 VDC} for aar filtration and £ ERV-X & X ener�,y recovery ventilators shall run continuously during occupied p:riods and shall be off during unoccupied ��� � `� purificati�n, Du�ring unoccupied periods, fan shall cycle to satzsfy calls for heating, cooling, and humidification. periods. Mator operated dazx�per on ouatside air duct shall apen when ER� is called to rc�n. � a r � � � c. I�A'I'II'�ts: tTpc�n a call for �econd stage heating, f�n sha11 start, � ssociated cor�trol vaive shall open and P-�alb heating water g. HRV- 1 heat recovery ventilator shall b� c�ntralled by �S:XX. = z pump shall start� Fan speed shall be fully modulated �2- 10 VDC signal) based on deviation of actual room temperature from room � '- O temperature setpoint. 13, CUH-1 Cabinet Unit �Ieaters �. ' / �w � � `� +- d. C40LING: Upan a �ail fc�r caoling, fan sha�I start, assc�ciated control vaive shall open and P-X chilled water pump shall start. Far� a. CUH- 1 cabinet unit heater shail be canlrolled by a liz�.e volt�ge heating thermostat. � w � speed sk�all be fu1ly modulated (2� 10 VDG signal) based on deviatian of actual rovm temperature from raom temperature setpoint. � (� 14. FD-1. Paol Dehumidifier �- e. ��tJMII�I�`IC�1.T`IC�N: See humidificatian s�quence. z w I se�ued �or a. Unit shall be cantrolled b y Sexesco micro processor command center, standard with un�t. Unit shall be e qui p ped with belt drive fan � tL £ PL3IZI�ICATTON: �'- 2 air pu�rifier shali be on cc�ntinuously. �notor and variable frequency drive for 2-speed fan operation. hlc�, Date Commerrt w � I Sl191i3 GC�01� IN,4TfL7N w Q- g. KITCHEN 1��LA.�'kE-UP .�R (FC-�£} : �C-X blower shall be e�ectriGally interlocked with kitchen exhaust fan. Normal�y closed t�SA b. FAN: Fan shall run cantinuously, to prevent air stratifiicatian and stagnation and to ensure acGUrate sensor readings. Fan shall run 2 �19/1� PRIGIN�x �E�" +_- w dam �r shall fu�I c� �n 1200 CF and nor�nall o �n RA darn er shall mostl close 430 CF Y-X heatin coil un� shall on high speed whenever coznpressor is ca�led to run. Fan shall runn an Ic�w speed whene�Ter cc�mpress4r is off, 3 12113JI3 PERMI �" �E�' �- r�- P Y I� � �} Y P p Y { �� � 1� P � start tt� flow �C-X heati�� coil and B- 1 and B-2 bc�i�ers shali be enabled, Pump speed sha11 be varied {Q- l � �DC} to maintai� 65 °F 4 2t1�t1� F'ERMi �' RESUB. � � (adj) discharge a�r temp��rature at TS-� temperatur� sensar (mounted in FGX supply ai� duct}� F-X pump shall be disabled if t3SA c. DE�[tJMIDIFICATIt�1V: Upon a cal� for dehumzdificatzon, cc�mpressor shall rura . �ischar�e air temperature will be � Lzl teznp�ratur� is greater than 60°F (adj). FC-X blower sha]1 run at full speed durin;g calls for second stage heating. approximately 20°F warmer than entering air temperature. Warm, dry dehumidified air will be discharged irato the space, p � d. CUOLTNG: U on a call for coolin , com ressor shall run and P-X shall run. Uischarge air temperature will be appro�imately �- � 5. �-I-1 Stean� H�tznrdafiers � � p � tY 1 S °F cooler t�:�aan. entexing aix temperature. Cool, dry dehumidified air will be discharged inta the space. P-X will reject heat to the � �- a. Upon a call for humidification, associated fan shall start and c�nce airflow is proven by air prQVing switch, humidifier shall start. geoexchange laop field. � � +- � 15. Pum s � � b. Includ� � higla limit duet humidistat located in �he supply air duct, dawnstream of the steam absarption zone, to disable humid'zfier P . _ ° � : � +- � if RH �xceeds 8(l% (adj }. � s � � -� a. P- 1 HP- 1 source pump shall run wh�never heat pump is called to operate. � � ` � � p �, K � � c. Include an autorzaatzc humid�fier cantral, which shall automatically reset the humidrty seipoint based an outdoar temperature. rt � / � ; � � 4utdoor res�t curve shall be adjustable. Include autdQar air temperature s�nsar. � b. P-2 HP- 1 load puznp shall run whenever heat pump is called ta operate. < �..- �. . f `,�' . . . y, .... . , z � � � �. � _Q� � d. Humidi�'i�atian sha11 be disabl�d during c�11s for cooling. c. P-3 HF-2 source pump shall run whenever heat pump zs called to operate, _ ` . . . _w_ . . TM_ �_ / �, �" � ��.��� � � �. � x , � l _�w� _.�� � . ..v�. �� C�21��1�lG� C�� � '�,' 6. B-1 & B-2 Bailers d. P-4 HP'-2 load pump sha11 run whenever heat pump is ealled to operate. � ~ G�'� i2.4�' I Ol�l � ��it z a. Boilers sha11 he m�adulated, staged and rotated by inte�ral Lachinvar boiler �ontrols. e. P-Sa&b heating wa�er purnps shall be controlled for leadfiag operatian. Lead pusnp shall operate whenever there is a call for � � � heating. Lag pump sha11 operate if Iead pump fails. Provzde current sensing relays at both pumps for pump status. Rotate lead/lag � � —�, b, Stag� boilers with "para�lel mc�dulation" tc� maintain I�WS setpoint at TS-� temperature sensor. HWS setpoint shall be r�set designation fQr equal annual run titne. Set pumps to AUTOadapt made. Provide Geni modules for communicatian with I7DC � � � based on C}SA temperatures ( 1 �Q°F �7a -20°F to 120°F �a 'TO°F, adj). system. � � z � � uzu c . T�CViTS setpoint shall be 160°F (adj } during calls for dcrrnestic hat water heating. £ P-6 chilled water pump shall run ��vhenever there is a call for cooling. Set ��a�np to AUTOadapt made. Provide Geni madule fc�r � � cornmunication with DDC system. u.t � w d. P-X p u m p s h a l l r u t�. �v h e n e v e r j 3- I b o i l e r i s c a ll e d t o �'�r e. F'ro,�ect t�o. 5ca le: � z � g. P-? B- 1 boiler pum p shall run whenever boi�er is called to f�re. 1 3�2 9.�s� N/� � ,� �r e. P-� pum p shail run whenever B-2 boiler is called ta fire. �r� �� ��: �G�� �y: � � � ��� h. P-8 B-2 boiler pu�a.p shail run whenever boiler is called to fire. � w � 7. �V�i-1, WH-2 & 'VVII-3 Wa�ker Heatears �3� �--E � 1� �,' � z � i. P-9 WH- 1 water heater pump shall run whenever there is a call far h�at from TS-X temper�ture sensar at WH- 1 water heater. � � _ a. Upan a ca11 fcar l�eatin�; �rom T�-X, � oz� X fiemperature s�nsars, associated water �eater pump shali start, and �- 1 and B-2 boilers � w � ������ � � � � � � B°MA5'i'ER L�V�L ELEGTRIGAsL LOAD �-aUMM1�RY - Ut�tIT t3 (OF'TION�+L MET}-lOI�) �t_EG"IRIGf4L L0�4D SUMMA�RY - UNIT !k (G?PTIONf�I. METHC7DI o cv v x � � in o !� cG LL. � � � } � � N � 'S}' t,"5 C Lt6HTilS�i t C�A�.. RC-C�Ef'1'AGLL� LI6Ff1'INFs d � �Y'� � o m ,r, •� LL AF2EA{S.F�: VA / 5.f, IAaD �.FJ, YA f 5.�. LAAD � 'e7 O O C W �..� 4,8�0 3A F 144qc) Vft ?,'t51 3A = 23253 VA ,s o M m o� PAN�t., st�t�t.L nt�..�/,ru:ES �uu. �I,ataGE� a p rn o`¢, ° Z Z N2B 2 i�ao = �ooa vr� s ►soo = �oaa v�, '� � ry `� � .. ��r o��cuirss� � c�RCU�rs, � v ° ° � � �' z Esa+� _ �oao vR 7 �s�o = �oov wa � � M M � � � 2asao vt+ x iooRS = �a�saa v�, �a�sa v,a x �vos� _ �a2s� vA � � Q � � t� � ,�,�.r,at�c�sa a�.�t.r�s� "' � ��� # �on,n ��� +► �.o�w � �.. � 15C�hC� �. '�'�e" t+,�t�el. 't�� V � BQIl6R 2 240 V/4 � 48C? VA BDILE'�2 2 240 VA A �#8O V,+K ��, U.1 V'� C.H�-I i Id.ri�90 YA � 105BG7 VA BOIt�2 2 36<7 Vfti A 72'O Yk, �' .��. Gt-2 1 105!'K? VA � IC?�'.�OC`J �,/P� 55-1 1 � Yi4 s �70 YI. �' _ 56-8 { ICJOlXJ YA = IQCX:K� Yh 5&-2 I �tC10c7 Vtk : 9C1CJK) VA {� r�-M,451�R L.�L f B-Mts.IN L�L '� � �aaoa vA � �o�cao v,a �--a � �ocaa va � qaaa v� �i � P-21 i II76 YA a 1i76 VA 56-4 I qOCJO `/A = qOCk? Vf, � , P-22 f Ii76 VA = 1I76 VA. 56-� ! qOt7U VA � �{CJOC? VA p-23 1 i176 YA � Ii78 VA 5C�-6 I 'i'500 VAr = 7500 VA� P'24 { Nib VA = II76 VAr 5+5�-7 I I5q00 VA = i5G?00 V,�k PEhhI�L �-� i i176 YA = Ii76 VA �*-i i u-r� vR = i�-re vh P°2(a I 117b VA $ Il76 VA F'-2 I ii'f6 �fA = 117b VA� H2,� P 21 I il'ib VA � fl76 V,h P�'J I II76 VA = 1176 V�. �� � �� k #i#<ieNd y. ��� � , b � p-2$ i 1176 VA � II'ib VP. P-4 I 1116 V1k � 1176 VA °` � ) � _� � R2�1 I II76 V,+a = 1176 VA, t'-xaa 1 N76 VP. = 1176 Y�« *� ' j3 jJ �'a ��� �� + � ��7� �I �M � °�}� '� ��� . . .k�.. p-�p 1 II�b Yfa � 1176 VA F'-5b I 1178 VA s II76 VAF � � �' 4 � � ��* ���a���� �4 F'-31 I II76 YA = 1176 VIk F'-b I 1176 VJt � II1d V/4 � � � � p-32 I 25 VA = 25 VA� P-7 I 1176 VA = II"fb V„D.. ��"�' �`a � � �-� � i� v� = a5 va P-� � n-rb v� = iN-re vt, �� 12t13f2013 A���� ISQNG �-a � ioo va = �oo va �t i nrt� v,a = n-►t+ v�, ����>,•�. ��� �'% isad kkM$�' �� �� � . �f2Y-3 I �I"t VA = 31`i YA P-IU I II76 Vf4 = II'76 VA ������4��� , ER�t-�4 I 81"t VlA = 31't VA F'-II i II76 YA � II7b VA }�!-I 1 311 V/t = 31"t Vt+, P-12 I tl'7b \tA� = II`►b VA AP-! 3 l4 VA = 42 VA P�-13 I I{`fb YA s 117b YA � M M ������� � ('� ��1 n JRC.� �t�t ���� � f�'�13 �l�t = 1174 Vft Mlklt� DISTRIHUTIt�hi GABIt�i�T - A (MDG-A� IOC7c�� T,4P BUX M,�fh! i?ISTRit�tiTlc:hl G,4�3lhl�T - B (MDG-E3) p-is 1 1176 Yft � u-�� vh Pf�O Mc�UhiT'�CJ UT'ILITY 600A I�Of24OV ! d� 31^E,�I�MA�3R htEMA� 3f2 � � 4C�C?f�, 120/24�V, 14�, �t^�, N�MP. 3f2 r�a��, r�.c�s � �cxaa v,a � iocao v,� �-�� i 2.s v,� _ �s v� � � �. .... _... ..r.. ...� � � .� �.. ,.... .,� � „ ,_. ,�. .�, ..... ...p ..._ T'RJ4N5�C�t�t2 �-- -- �. T �.. ..._. .� .._. ..� �.... .,.,. .._. ,� �. � �.- -- — — �. ._�..,. .._. ..._. .� � .� .� Y. _... �. .,.,.. ..... .._. ..� � -� r�visiaNS i �vvo v,a = soo v,a �-iti i a-ra va = u7� v� IZt�12�FOV, Id�, 3W � O � ( � � � � C� � �itz� � � �oo v,a = ioa vn r�-�e i utiv v,a = u�e vA r�ar�iu. i ieva v� .: ieoo v,� �-ia i u-r�, v� � u-rb vr� � � � ' � � � � ( (� � �F �..�VATC� 1 12'ClOra YA = I20CJ0 VR P-20 1 1176 VA = I(76 Vt+4 � 1 � �?QC.�� '�OC�� � f W�iiN{� MAGHit� 2 1200 Y1� = 24CJO YA E�-I 8 15 Vib. � 120 YA � �(1 (�1 R} �3 IJ N N tS� F2��iP�4TG�Z I ROO VA R � VA� E�-3 I t00 YP. m Ipt� Vft Z I -n `� -n a $ I I I I I I o 4 -� -�► -n I I � n � ° � ° � I I I I I 1 � � ��,�, r��r rn r�n � � � .� � �� � � �� �r-� � �«� �� 6 � v� � --� � Cl1 C'1S (T{ � � ( � � i i � ..�� � � �-2 1 8� VA � 62 VA C-izY-2 I 31't VA = 317 VA �.{� ._.,. 1.. � .._ ..._ .._. � J C� � _.... .... .� ...1 L �. .,.._ � � .� ._L.. � ._.. ..... � ,� ..,.. .,_. .._. .._. �. � � ._.. .� � �'�- "�" ,a�a .� �•c v,� = se vw � C� �.. ,.... .�.,r �.,. ..,.. �. ..r. ,� .�.. �.. .�.w .... ..... .._. �. ...,. ,�... ._. � .. .. .�.. ..... � ,.�. ..�. h�i71A � 2 ICk7Cy VA .� 2CX70 YAi i'D-I i tI't�+? VA ,� I!'13D Vh .. . .... A-M6tIN L�1L� I B-E3�I7RC7t:�l�t L�L r�t.e+r��ior� � 50o vA = �ooa v,� �ra��i�z s �aov vr� x s7ao v�. � G�/ �IRE PCAGE 2 t00 YA m 2CX? �!A PJ51l1. 'N?A• M �C7�C�� GAl�TA� �R I p76 YJ�v = 117b VA F'�371/4 RAGK�a � IOrX� V.4 = 20C� '+tA TPL�f�ipNF 6C�UiFri3�NT I 1200 YA � I200 VA A+V E�iUIPM�fi1T 2 500 Yf� � I!X?l� YA W Ml��tl7WAYE I 12CXJ VA� g 12OC? VA TELE1I151pk5 �.' 5d0 VA. s 10�0 YA /�,�._J � *� 2CK7NC�a Zt.�C.�l`l .Ca R�=RlGE�TOI� i SIOO YA R 40�0 VA FIRE F=1../�C".E i ICX7 VM. � I04 'JA —" V F� 1 �CX7 'VA � �t00 YA t5aRA6E L')C70R � il'lt5 VA� = 2352 VA ,/� � � �X}i,Ai15T BLUY�R 1 516 VA = 516 Vl+ 'T�LEpFK� Ez�UMPF�IT i f200 Vrk � i�t70 VA #� � DI5F4PIASNE32 I 7A0 VA = °Ip0 V�r MIGROWAYE 2 12� Vik � �40fJ YA /�� ""'"'� fi��'.IMA�#2Y BY �t.avit� �� 1 6"i�CJ YA� � b`!�7 VA f�IZ16ERATOR 3 �t0�0 VA � 2'tOQ VA ( i � `'� UTILfTY GG)Mi�,�t�Y PANEL PANEL �-i � is vn = a� v,� � � ua� v,a ■ �O(7 MA �•••r F�{IB 1"11B �-2 4 62 VJt = b2 VA EXFWJ5T � ! 516 VA = 5i6 Vf+ J .�..� �-4 t t00 VA = 100 V,4 DI5FWVA.�'iHl�2 2 'tCKY Vfr = I�iQU YA f.•,� �•• h�hT '1`RAG� 2 IdOc� VA = 2t700 VA IGE MhKk'R i qOQ Yft = � '�,�J Q `FtAG 01 9O0 `�1A ( '► +�,� 61639 VA� X IOOAS � blb�f V.4 F�J4T 'TR•AGF 2 ICXiO Vl4 � 2c700 �/A �`•"� y.+�' !►/ti} " . '4�X� � ... GCX�KINEr �G7UIPh�N1`� M�DIAt RP.GCS 2 ICJXX�� Yfti = 2007�0� Vi0. � :.#. El..EG'1'#�!G C�2�VFtANCa� i B�.X70 VA = 8SOt7 V�4 TEI.EVI5IQF� 2 500 �fA � I� VA �' v � A-F���Rl�4M L�L ! B-REGR�A�T1t�NNA�L LFV�L esc�o vA x ioo�s = a�aca v� �i+z� t�.r+c� i too va = ioo vt� � `� � c�ra�s, ��u. � re�oo va � ra� v� � �,.� a.�-rwc r�rez � sooa va = �aoao va �� sa��►�r i ��aa va = Nzoo v� � � fOOCX7 VA X lOt.7R5 = IOOGK) YA ELEVr4TC7t� i 1;2G70f? YA = 120U0 VA Y�P..51iIN6 Mfk"'.HINE 2 !.'7AO Y/4 = 24OK7 Y�4 � � 2C?ONC7 4C�C7NG 707A1 NC�h!-C��� VAa 100629 VA RL�RIb�RATOR I 90�0 V,h g �CX7 VA Pl"J�CJ!_ ( �GODfJ VA = 26GY3U 1fiA t7P'f10NA1.. �D DEMAND t7F NON-A/G LAAt?�a� I"t6753 Yh ?C IrtX�S = I'1B'13:3 Vft � FlRST k7AG�C� YA AT 100'X,� IDU�GX� VA X fOCJRS = IOfa00 VA � iZ�IAINING YA AY 4C?AS� 40b2q VA X 4t?SK = 3(a2�2 YA GGOKIN6 6QUIPt�tT� (f� PAN�L, F',�N�L �cYwc c�� � e�vo va = rrc�a vr� ( � �. HIA� Mlea. �,anws �r+cr �.�� cor�mawt+r� �oaas, ��roaa v�, x Ec�rs � 17t�t VA `•��"'� � �►T � �. � J t� a Q vh = a va �c�wc � z �o�oa va � ►c�ar� vn o v,a x ioa� a a vn toa�o vn x ta�s � i� v�, AMt C•oNDItIONIt1eF J1�t! GO�OI.N#6 MOl� O 961?O VA = O VA, TOTi4L NQN-DEtMNDEi7 Y� � Ye+t � __.. _ _____. O VA. X 10(.�IS s O VA A-R�GR�ATIOWkL LE�LI B-N(EGNAKIG,4L Gi2AWL �t�ta. t��r�s nott H�t M�uMP� o�nawar. r� z�ta oF �-�+/c t.,vavs= �AN GOiL IMCT (tC2 i�) 5 II'ib YA � 5080 Vi4 FIRST IC7�C7GXJ V?. /4T IGX�I!� 14000 V+�. X IO�C� = IC,hGtOt� YA FAN GOIL UklIT ( G'7�' V2 NP) �4 �7 YA = 9AL76 �JA REMIf�ININ6 Ve4 i4T 40ASs 22�OOb YA. X �G% a 84,202 VA 1528& VA X b�f = �fiq'J7,2 VA �D�R 5Gf-fEDULE � �►n� ►��nt+� � �airx cor��nowr� �oav�� ,,,� 1 E � E�TRI CAL � N E - � I N E D IA� RAM �f � ��f� �� ���DER GONJ7UIT _ GAHIF�T UNIT HEt4TEt�'a � O �� Y,� � � v,� _ �. � �►T ,�.. � AM}� A�NR GON17I1�Tt7R�"v' IhMPS AND GUNL�IJC.�I'OR5 _ ._ _ ._ p Yft X 65�t4 � O VA t�' i i `t5A0 V/4 = 75<f0 VA E100 SCALE. NONE S�RVIGE EN'TT2�4NGE FEE�ERS 5D5 ,XFMR FEEDERS {NOTE II "ti�. #TGRME qt G►tl�R }lJ1TNib ltN�Tlh#6 k�' 2 �_ _. . _ _ i a�f3o YA : q4�0 VA �� _ _ }'�OON 2[3�3/O, 2°G] 30� 3#10, I#SG, 3/4"G i N01� _� �____�. ._ _ O O YA r O Yft T_ _..^ -- _ __ I'f020 VA X iC7�AS x 17CX217 YA hQC?N 2[8�35C7, 3"G] 5Ua 3+�6. I#SC7, I-fl�F"G � o VA, X GS�s = cr YA NPk GCI�tY10NfMib /� GC�CL.INi� � 800i1 2[��J, 3-i/2"Gl Idt�S 3�1, i#6G, 1-il2"G Ha37 Vh NoF� �. ..___ _� _ .� _ _._�__.._._____ o �'�A �� _.a vA - Z IC3pON 3[3�4oU, 3-il.2"G] I� 3#Ito. i�, 2"G c� v,� x rca�as ■ o va � `� 1200N '{{3#350. 3"G� 2�a 3�250, i#2G, 3"G TOTAL LLEGTWGAL LOAD NNNTN � �A�T�rRS � 5618q Ya lNJrM.N�!!ti'lri. #�'i4TM11l� MONt #�+T PIJh�li � � I6DON 5[3�4C70, 7✓-Ef2"G] �{U05 2�3#3f�. (#2G-r, 2°G� At�75 P�T 240Y, IPFf = 234 AhiPS FAN Gt?IL UNIT (It2 iIF') 4 II?6 VA • 4704 VA. Q- ;? 2UUG�N 6L3�4taC?. 3°i/2"G] 50f� 2L3#250, I#i/OC�. 3"Gl FAN colL uNlr l t?1 iJ2 t�) 3 �+2 va = zvS6 VA � � �5C,7C>t�l 't[3#SOIa, 3-Il2"G7 8U05 2[3�(,�0, I#210Ca, S-V2"G] 11760 vA X ,ts� = 24f�r4 YA � , 3�Q�N 8[3�50C?, 3°tl2"G] t4005 �[3�400/ �#4/tXst 3°I!2"G� IIPi4� I�i1Tlf#b � '�^ 3�N IC�[3#50C?, 3-1/2"G� i60C� 5[3#400, 1�3`".�O(3, S-1/2"G] GA�IF�f UNIT t�ATERS _ I l5QC� VA • i50cr VA � ¢°, �#t?UG�N lIL�, �-�12°G] 25005 �3�5007, I�OG. 3-I/2"G7 I500 YIw X b5% = 975 YA 4 EQl11t'MEKT f�EEDEF25 1t�K. � t7R +Ci"IH�+t tlSA�TNI6 ,!�T� 20N17 3#12, #i2C>. 314"`G ,20G 2#12, #12G. 314°G NCiNE o O Y�4 > c7 vA � b 30tyG 3�t0, I#ICJG. 3f4"G ;� 2#tC7. I#IOC�, 3l4°G o �/�t x 6�AS = c� vA w �{f?t�G 3#SF !#IOC�F 1 °G �f3 2#�+/ 1#tOGI I "G ��fEa64 vh� ty � 5/0/ 1�1C/a 3��y�(a(, i#IUG, 41-tJ/4�(pG ..�/iO/yG 2.+��C.a(, i!#tdG/, I{ �,G rcrrtwL �LEC7FtICAL LoAtt F91TH C�iAND FAGTOR'r Q 1:73�66 v,4 � � i� � m V SJi./1M:� ✓'�T� �'��V�J� 1 `�1K 3./ VCJV �G#T� I#�t/L/y i � � 'tOt�G 3#4, I#SC�. I-i!4"G "tUC> 2#�4, I#BC�, I-Il4"� ca O �G a� � AMP5 AT �*40'Y, IPH = 'SIb Ah�IPa ' � �,°,� Us b.yOh16/ 3�3+ry, I#yS�yCy�, I-1//��}"Gr 8�y0�ry6� 2��}�3+�. i#B�yC��. I-11)4"G/� co �(`+ �l��tJ �#�4! 'YfGf[J/ '��/LNV 'IVlJ .G"�L! '�SwM1�JI '"f/ �MV � � ° IUONG 3#t, I#8G. I-it2"G IC1CX 2#1, i#8C-�, I-l12"G "" ,c IIQNG 3#I, i�G, 2"G IICX� 2#i, t�6G. I-i/2"G F- j 125NG 3�1lO, t�faG, 2"G l25G 2#VO, I#FiC�, f-(l2"G � G 15C�FYa 3'�1�0, t#bG, 2"G I� 2#IlG7, 1�66, 1-Il2"G w � I`JSNG 3�210: I#6C�, 2pG 1h5C� 2�210, I�fiC�, 2"G a, � 2t70NG 3�'3/O, 1�66. 2-It2"G 20CX� 2�3/O, I�6G, 2"G ;; w a�vt� 3�250, �Z 3 G��G 25CC3C� �50���4C�, 2��12"G , . � �d � u ° � 22,� 3#410, , '� m o � � d ��C'�? ��J' l`����(#y�?r '�°C�i} �+� �7 .2� 'T',.7�� ��.�7e �°�1.Zw�i , ... � t � i vUt � U v��s *�'i_r � +J./llIRJ ✓^../llV� �'R+wR7/ �'�IIG�4/ ✓+J�/V �#�NVf �'T✓47R ��l/ `„ g �� � ,� . � 400NG 2[3�3IC}, 1�3C7. 2-II2"G� �{CJC1C� 2[2�'3/O, 1�'3C'-�. 2"G3 r . . � �ry � CoRynyht Q zot o - 1all riyhts resarved �1 �rJ' O� �[��/4� 1#.'�G".-+r ���J�"C�r� +4^� ��Q'/C7r f��G� ���i] _ � t "f � : F F � ' �, a Arehitectural Engineedng Design Croup, tnc. U Fj�hj('ry ,��#�rj[}� t#,��, �"(',] r"-„�QQ�j �[�#��Q, J#��, �-�J,;L"(',� � ,_._ � � AU design drawings and written material ^� ■ u * ' f � .., ,_. hereln may not 6e used or duplicated withaut W btaCJN6 2[3#350, I�IG, 3 GI bOCXa 2[2�350. 1#IG 2-tf2 G] e «__ . _.. N . bm_._= ._.- ' r = ' ' - ° ' ' " ° ` the wrlrten cansent af Architectural v ?C?C?t� 2�3#,�r- C?C>, I�11UC�, 3—tf2"C'.} °7DOG 2[2�.�'.+OC'J, I�IIC�G, 3"G] � engtneer�ny oes+yn Groutr. �nc. � �rao� 2[3#soo, [#��ca�. �aJ2�c7 ac� �E2�oo, M#ato�, s�c7 ` _ � �. � .,A__ .v�,._,�r � � .� r� .__.w_� � � � ICX:X'�NCa 3j3��{UCa. 1�2lUC�. 3-II�°G} IOOUCa 3[��4c�0. 1#2ICX. 3"G] �� �e � .�_ � � . �� * _ y�'ti I ZdG?W� '�[3�' S0r 1#3/C3C>i 3"G� 12007C� '�{2#35Q� 1�3/OC3E 3"G� '> , . . . _ . . ., , � p L q `; d .� . . . .....v.w .. . . �. ......... • .. °� ieoo� �t��, t�/v�, 3-�f:z"c�1 ��cx� s[2�oo, ��tc�, �°c] p 20QOhIC'a 6[3�441.7, (#2�`.X'Ka, 3--If2"G] 2C70C..k 6(.2#4C3t?, I#2�OG, 3"G� p G�iDit� GON27UGTG�F25 AB�YI,4TIQN5 � C�13 1#8. 3/4" G N�GN a�E M�GH SGNEDULE � G6 1�6, 3f�F" G X�MMR 5E� }CFMR 5GI-tEDULE � C�2 1�r 8f4" G �' �ia t-�/o. �/a�� � � G20 I-2/C'J. 314" G ....� � o C730 I-3IO. 314" G � W � '� t�lC3�= �r./ cy L ��EI�R POR ��GDNI�,�i•.'Y U� 5E�,4RA'fELY DERiV�T'J � 5Y5'C�M (5D5). C�ROtlND 51 Z� PER t�tEG �bb. � � � 2. ALL. GONDCIGTDR°i ARE Sif�t..E GONUt1C�TOR CAf�F'EF2 1'HWN � ,,,� .,GC tAJL�55 hk7T�D Q7HERWtS�. ftiMPAGl1`f 8,0.�ED ON � 3. ALL GONI3UI'T� �ftRE �MT UNLE�'i5 NOTED �TF�f�RW15E, FILL F2ATIC,?5 � W � � � c� �,a� oH r�G at�r�>c c T,�..� ck. � ,J • '�'�,- � (� .� � wOQv� � g � �� � 5 EFf VI .� � � � � � O a � U Q: � � � a � A► BBREVIAT � tJNS PRICING NC}TES STRUCTURAL DRAWING LI �T � � ° � / Per DVJL(S) Dowels(s) RAD ar R Radius 1 . PRICING NQTES: PRICING PERMIT � �, �� @ At k Kip RC Reinforced Concrete 9A . THIS PRIGING PACKAGE 1NCLl � DES THE FOLLOWING W4RK SCOPE. THE OVERALL STEEL FRAMING AND gHEET NUMBER SHEET TiTLE SET SET -`�'°� � AB Anchar Bolt (E) ar Existing RE: or REF Refer to (Reference} C4NCRETE FOUNDATIONS ARE INCLUDED IN THIS PACKAGE. MISCELLANEOUS STEEL AND SiTE ELEMENT� ARE NOT � EXIST iNCLUDED IN TMIS PACKAGE. THE DRAWINGS HAVE NOT BEEN COORDINATED WITH OTHER DISGIPLINES. 5001 NQTES x x � � W ACI American Concrete In�titute L or LG Length REINF ReinfQrce(ing)(d) (ment} 5042 N07ES x x � � N ADDNL Additional E-W ���t-W��t LB(S) Pound(s) REQD Required 1B, THE GONTRACTOR SHA�L INCLUD� AN ALLQWANCE FOR MISCELLANEOUS STRUCTURAL AND FRAMWG NOT 5003 NOTES x x '``' � AESS Architectural Expos�d EA ���� LGE Compression Embedment RQ Raugh �p�ning SHOWN AS WOULD BE NEGESSARY T(� FORNI A COMPL�TE BUILDING SYSTEM OF THIS TYPE . � c'u Structural Steel EC E �x Caated 5004 QUALIIY ASSURANCE x x � �, P Y LCS Compressian Lap Splice ROF f�andam Oriented Fiber c� 5005 QUA�ITY A55URANCE x x � AFF Abave Finished Flaor EE Each End LDH Hoak Development Lengt� 2. PRICING ALLOWANCES: « � `� AL.T A[ternate EF Each Face 2A. IN ADDITION T4 THE INFORMATI4N SHOVI�N ON THE D�CUM �NTS INCL.UDE THE FOLLOWING AI.LOWANCES. �� a0 F4UNDATlON PLAN x x v� Ll. Live Load S South A�LOWANCES SHALL INCLUDE C(JST OF MATERIALS FABRICATIQf� INSTALLATION AND SHaP DRAWINGS. �101 RECREATION LEVEL FL04R PLAN x x � �, APPRQX Approxirnate E� Elevation LLH Long Leg Horizontal SC Slip Critical ' ' � � - 30 CUBlG YARQS OF CQNGRETE TYPE 1 INCLUDING FORMW(}RK, REINFORCING, AND FINISH( NG 5� 02 BEDR40M (A)/REC (B) FLOOR PL.AN x x � o ARCH Architect or Architectural ELEV Elevat�r �.�,� (���g �.�� �/��t��� SCHEQ Sche�ule - 30 GUBIC YARDS OF CONCRETE TYPE 2 INCLUQING FORMW(JRK, REINFORCING, AND FINiSHING � """'� "'� c� „ 5103 MAIN (A)IBEDR(�(�M (B} FLOQR PLAN x x � r- EMBED Embedded LpC(S} Locatian(s} or Locate SECT Section - 500 SQUAR� FEET 0� EXTERIOR 8 TH1CK SLAB INCLUDING FfNISHING �., u� � 104 MASTER (A)/MAIN (B} FLt�aR PLAN x x � ., �- B/ or BO �ottom of ENGR Engineer LONG Longitudinal SIM Similar - 6 TONS STRUCTURA� STEEL , v - 6 T4NS OF MISCELLANEaUS METAL 5105 MAIN R�4FIMASTER (B) FI.t�QR PLAN x x ,�� � w BF Braced Frame EQR Engineer-of-Recard �.�' Light SLH Shart Leg Horizontaf c� �"' � 5120 HIGH ROaF PLAN x x ..�..� O SG Backguuga EQ Equal LTE Tensian Embedment SLRS Seismic L�ad Resisting n�. BL Brick Led e EC� SP E uall S aced S stem 5200 PARTIAL PLANS x •�.,,, � ,, 9 q Y p L�'S Tension Lap Splice Length Y �210 BR,�CED FRAME ELEVATIQNS x x ��� � c.� �LDG Building EG"JIP Equipment LTtNT Lightweight �[-V Short �.eg Vertical 5211 SHEAR WALL ELEVATION x � � t � BLKG Bfocking ES Each Side SOG Slab on Grade � 5300 TYP CC7NGRETE DETAILS x x � BM Bearn EW Each Way MACH Machine SP Space(s) 5310 TYP F4�TlNG DETAILS x x �� � � 8N Boundary Nail EXP Expansion MACH RM Machine Ro��n �P @ Space at �, � SC►S Bottom af Steel EXP ANCH Ex ansion Ar�chor SPECS S �cifications 5312 TYP FOUNDATIQN WALL DETAILS x x -� p MAS Masc�nry p � BOT or B Bottom EXT E�erior SPRT Su ort 5313 FOUNDATION WA�L DETAILS x �, �,. � MAX Maximum �� 5320 TYP �TEEL TQ CC7NCRETE CONNECTI (�t�S x x � BRG Bearing MECH Mechanical STD Standard � BSMT Basemen# FAB Fabricate MEP Mech/Elect/Plumb STIFF Stiffener 5321 TYP STEEL TO GONCRETE C4NNECTI4NS x � � BTWN Between FF �inish�d Fkoar MIN Minimum STL Steel 533� TYP SOG DETAILS x x •-�� � FIN Finish ed STR Structural 5331 SOG DETAILS x �;,,; � ) MIS� Miscellaneous S34Q TYP RETAINING WALL � ETAILS x x CG Center ta Center FLG Flange MNFR ManufaGturer SYM Symmetrical "" GF Cold Formed FLR Flaor MTL Metal 5500 TYP �TL BM G4NNS x x CG Genter of Gravity FND Foundation T Top 5501 TYP STL BM CON �IS x G( P Cast-ln-Place Fd Face of N ����y T&B Top and Bottam 5502 STL BM CONN� x x ���� GJ Cantral Joint FRAM Framing N-S North-South T1 or T. �3. Top of u503 STEEL DETAILS x x CJP C�m lete Joinfi Fenetrafiion �S Far Side TNK Thick or Thickness 5510 BRACEQ FRAME DETAI �� x P NIC Not in Cantract CL C�nterline FT Foot or Feet NS Non-Shrink ar Near Side T� Total Laad 553� TYP METAL DECK DETAIL� x x 5531 METAL DECK DETAIL� x , ,, ,,;, ,, , ,, , ,;;; , , CLG Ceiling FTG Faoting NTS Not Ta Scale T4C Top of Cancrete : : � CLR Glear FV Field Veri TOF To ofi Footin 5532 METAL DE�K DETAlL.S x � �,� ; ������, ;, �" `;` NWC hlormal Weight Concrete P 9 5540 7YP METAI. STUD DETAILS x x .. , �� ���`��:�� ��.�,� ��� ...;j C4�. Column Tt3P Topping . �` 5541 TYP METAL STUD DETAILS x � :5 ����� �ti � CONC Goncrefie GA Gage or Gauge (�, � . Qutside Face TOS Top of Steel �� � w = 5550 EXTERfOR WALC, DETAII.S x :� -� � f �, :' CONN Gonnection GAL.V G�Ivanized CaG On �enter TOW Tc�p of WaN �,:;�. .��-�°� , � �v � C4NST C�nstruction GR Grade or Grinc� QD Outside Diameter TRANS Transverse ��,� {'�'� . : '�< . �,���`° .�� CONT Con#inue ar Continuous �R BM Grade Beam OH Opposite Hand TYP Typical fl2/� 412014 GQNTR Cantractor GPNG �pening COtJRD Gaordinate NAS c�r Headed Anchor Stud �pp p����yt� UL7 Ultimate CSJ Construction Joint � �AS OVS C7versized UNd Unless Noted Otherwise � �f����� ������'����, �� CTR(D} Center{ed) MDAR H�aded Anchor Rod ��������'� �� i � HC�t� Hc�t D�pped G�lvanized PAF Pawer Actuat�d Fastener VERT Verticaf � � �� � � t � � ��� � DAS Deformed Anch�r Stud � K H��� PEN Penetra#ion VIF Verify in Fieid .� �... � ...�..�.w � ..w�w�, �w.. �tiw v_...u. DBL Double HG�RIZ Harizontal PERP Perper�dicular mr _ ' k." ta '."4SLf &..Tie'wt� .C`a £ HFCz9AIFF3ta� DIA �r � Diameter HT N�ight I{ �/ �t� J *` �� ����� ����� � ��� 22 � M&iN :3TREETr UM1tIT C 1 �1 i \ � EiJY<R1+2,q"Sn CSiLf7ewRG2C2 � T Fi�'j . '!3'7��.5.`�b' .Es C713'Y aF�X �7t7.'3.'8E.6flI7!? DIAG Diagonal PLF P�unds Per L.ineai Faot W10 Without DIM Dimension I . F. In�ide Face PSF P�unds Per Sguare Faot WF Wide Flange DL Lead Load ID Inside Diameter P51 Paunds P�r S uare Inch WP Warking P�int or � D� a�,�,� , � , n�� � ��t����Q���� B �11LDeI� G ISC} METR� C V1EW �� � � � Da Ditto INT Int�ri�r WT Weight ,��� QTY QuantitY � p�G��) p�f�cE{�� WWR Welded Wire Reinforcement - FQR RE�ERE�ICE 4NLY. SEE PLANS AND DETAiL FOR GEOMETRY AN � DIMENSIaNS � DWG{S) Qrawing(s} JT Joint ° � x ` �. ' ' , ��� � � Fs . , _ �' ,. .-. 3 � 3 � _,2 G '�; � � ' i3 _ ,.a � - � � � � • , �m. : , : �°' �. . ,.s �. � . 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O Q � �M,; : �.: '�'�`'^:s,�`z�i:��;� . r "" � NEW C`7R1Q �C �1ES � ��,n; �\ �� ` . ; ` ; �,.��. �.*��� � �.�,�� :�. � ` � ���: ,���si::,�� . , . . , .:. � '� NC�TES �: ;� � � ��iw� •: �k e� !-- � Q C.� Cl° LU `' � C� C� � � t� C7 C� � --__� :? c�.. �t a. __ ____�_�_ -� GENE �,AL �10TES DEFERREC3 SUBMITT�AL � I � I E � 1� � > 1 . GENERAL. 1 . GENERAL: 'I . CQDES �� D ST�NDARDS: � 9A. ENGINEER: REFERENGES �N THE �TRl1CTURAL DRAWfNG� T4 ` ENGINEER' MEAN TNE 1A. 1 HE FOLLQWING PORI'IONS QF TNE STRUCTURAL DESIGN WILL NC3T BE SUBMITTE� AT THE 1A, GENERAL dESIGN t"_? � �TRUGTURAL. EN�INEER t�F REG{JRD . QTHER ENT�TIES ARE �PEGIFICALLY NOTEQ AS TIME OF PERMIT APPLICATI (JN . WHEN RECEIVED AND REVlEWED, THESE DEFERRED - fNTERNATIONAL RESID�NTIAL BUILQING C(�DE 2012 WITH 2O12 TQWN t�F VAIL AMENDMENTS � '� "CC}NTRACTOR'S ENGlNEER", "MECMANICAL ENGINEER", ETC. SUBMITTAL ITEMS SHAL�. BE SUBMITTED TQ TFfE BUILDING OFFIGIAL. BY THE GaNTRACT�JR: '� � � - EXCAVATION S�HORING 2. SE�SMIC LC�ADS : �, � `� 18. THESE N{�TES SUPPLEMENT THE SPEGIFiCAT1�7NS, WHICN �HALL BE REFERENCED FOR - GURTAIN UtIALI� - SE�SMIC DESIG�J �ATEG(�RY = � '� � ADDITIQNAL. REGtUIREMENTS. - SKYLIGHT SYSTEMS - RfSK CATEGaRY = ll � � n� - GLASS RAILINGS - EARTHC��t1�KE EMP(?RTANCE FAC1"OR, I� = � .0 � 1C. UNDER�l�t�l� �d UTILiTIE�: L�CATE EXlSTiNG UTI �.ITfES ANQ N(�TIFI' ARCN {TEGT 4F EXISTING - GI.ASS FLOt�RS - IVIAPPED SPECTRAL RES�'t�NSE ACC�LERATI �N, Ss= 0,256 � � � * � �' U1'ILITI �� C�R St� BGFtADE GC�NDITIONS WHI�H INTERFERE UVITH W{�RK. - MAPPED SPECTRAL RESPC}NSE AGGELERATIC}N, S1 = 0.07� � � - DESIGN SPECTFt/�l. RESPQNSE CCJEFFICIENT, SDs = 0,273 � �'` � � 1D. STRUCTU �AL �L�M�NTS ARE C�N1"ERED t�N �RID LINE� AND GRID LINE INTERSECTIC}NS �' � � � � T���� - ��L1 S T� CLASRAL �RESPONSE GUEFFICIENT, SD � � 0.116 ,�,- � a UNC.ES� G�IM�1��I�NED �TH �RVV�ISE. �' � � - 'TV1I{}�AM1LY LEWLLINGS ASSIGNED TCl SEI�MIC DE�IGN CATEGORY B ARE EXCEMPT �Rt}M �„�„ `~�' � 2. �XISTING STR�ICTC�RE": 1 , GENERAL: SEISMIG DESIGN BY iBC 20 � 216 � 3. � � � 2A. CC�NTRA�T t�C�CUMEN�'� HAVE BEEN PRE{'ARED USING AVAI (.AB�.E DRAWINGS A�1� SITE �q. TME FULLQWING P4RTIONS QF THE STRUGTURAL DESIG�I AE REQUIRED Tt� BE SUBfv11TTED � --� 48S�RVATIQN AS P�RMITTE� BY AG�ESS RESTRICTIC�NS DURING DESIGN , Ft�R REVIEV:r BY THE ACHITECT AND ENGINEER: 3. WINi[} �.Ct�DS: - R1SK CATEGORY = fl '� ""� - CONCRETE MIX DESIGN �� 2B. THE EXI�TING STRUCTURE SHALL B� dEMt�LI�NED IN ITS ENTIRETY BEFC7RE CC7NSTRUGTING - WIND IMPORTANCE FACTOR, Iw = 'I .0 � � „� THE NEW BUILDING STRUCTUR�. - GONCRE7E REINFORCEMENT SHOP DRAWINGS - BA�IG WIND SPEED, V(ULT} = 115 M!'H - CONTRQL AND CQNSTRUCTIQN Jt�INTS - BA�lC WIND SPEED, V(ASt�} = 90 MPH � � 3. USE OF DF�AW[NGS. - STRUCTURAL STEE� ERECTIC7N AND PIECE DRAW4NGS - EXPC7�URE �ATE�C��tY - B �:`�,,,�""' - WELDER QUALIFICATIt�NS � _ � INTERNAL PRESSURE COEFFICIENT, GC i - �/- 0 . 18 `'� 3A. D{� N4T SCALE DRAWIN�S. - COLD-FC?RMED METAL FRAMING ERECTI4N DRAWINGS AND PRQDUCT DATA � � � `""' � 3B. WNERE DISCREPAN�I �S C�CUR BETW��N PLANS, DETAIL�, GENERAL NC?1`ES, THE MCIRE - ���A`JATION SNORING GALCULATIC7N5 AND SHOP DRAWINGS 4. pEgIGN 1IV1ND P�2ESSURE �OR COMP4NENTS �ND CLADDfNG AND ELEMENTS DESIGNED BY � - TC7WEF� CF�ANE FQUNDATION CALCtJLATIQNS AND SHC}P DRAWINGS '� � '� STRINGENT REQUIREMENTS �MALI. GOVERN . DETA{L5 C�N DRAWIN�S TAKE PRECEDENCE OVER ' THE CCINTRAGTOR: � - ELEVATt�i� SH4P DRAWINGS WITM I.�ADS IMPt7SED aN PRIMARY STRUCTURE GENERAL NC�T�S AND TYPICAL DETAf�.S. QETA� LS NC�TEd TYF�ICAL APPL.Y TO ALL SIMlLAR - PRESSURE�S LISTED BEI.flUV ARE ASD ANa BASED C}�1 � 0 SF EFFECTIVE WIND AREA AND AN �s � CQNDITIt7NS. 1NMERE NC� SPECIFIC DETAII.S ARE SHOWN , CC}N�TRUGTI4N �HALL. CQNFORM TC� - CURTAIN WALL SHOP DRAWlNGS ALTITUD� tJF $000 FEET ABOV� SEA LEVEL. FINAL CALCULATI �NS TO BE GC7MPLETEp BY `-`-� SIMILAR WC�RK ELSEINHERE t�N THE PF�QJ��T. - �KYLI�HT SYSTEMS SHOP DRAWINGS CONTRACT(JR � - GLASS RAILIN�S AND FLQOR CACLULATIONS - SEE `WAL.L CORNER AND SPE�IAL ROQ� Zt�NES DIAGRAM' � 4. TEMPORAE�Y C�NDI71fJNS� - 7YPICAL WALL AREA INWARDIOUTWARD PRESSURE = 12 PSF „ 4A. TNE STRU�TURE I � DESIt�N�D Tt� FUNC1'ION AS A UNIT UPC?N C(�MPLETIC?N . TH� - WALL CO�tNEI�S�OUTWARD� = � 5 PSF GQNTRACTOR IS RES�C?N�[ �LE FGR FURNISHlNG A[.L 1'EMPC?RARY BRACING AND/OR SUPPORT - T'�'P1CAL �{�UF AREA �OUTWARD) = 12 P�F TNAT MAY �E REQll1RED AS THE RE�ULT GF THE GQNTRACT4R'� CUNSTRUGTIQN METHODS � � � � ��T � � � N ��- E ,� - Rat�F SPECIAL ZONES (EAVES, RAKES, RIDGES AND CORNERS) (t7UTWARD} = 31 PS� ANRIQR SEQl1ENCES. REF�R TC} "IAi'�RAL �.C?AD F�E�ISTING SYSTEM C���CRiPTION" IN DESIGN CF�ITERIA FaR A[�DITIC�NAL INFQRMATIt�N . 5. LATEfi�►L LC?AC} RESISTING �YSTEM DESGR[PTIqN . 1 . DE�IGN CRITERI�t: - CONCR�TE QN METAL DECK DIAPHRAGNiS WITH STE�L �RACED FRAMES AND CC►NGRETE 48. F�7UNDATIQN WALLS SHAI.L I�t�T BE BA�KFILLE[� I�NTIL THE SLASS-4N-GRADE AND UPPER 9A. THE GEOTECHNICAL REPORT PREPARED BY HP GEOTECN , NUMBER 1 � 2 330A, DATED 08/3012Q13, F(�UNDATIt�PV WALLS AND FOQTINGS. aLABS ARE IN-PIACE AND R�A�H FULL. �TREN�TN UNL.ES� AD�QUATE BRACENG IS PRC}VIDED. PFtQVIQED CRITERIA FflR THE FaUNQATI4N DE�IGN FOR THE PR4JECT. USE ONLY HANt� C}P�RAT�D TtJQLS FOR CC}MPACTION AQJACENT TC? F't7UNDATIt�N WALL� AND 6. Gi�AI/ITY ��ADS: '°�°` �•fk' �g � e ..,`,� ,}° ,�t� �t��,��`�.> GRA[JE BEAMS. GRAl�E BEAMS �HALL BE BACKFILI,ED �VENLY t?N BC?TH SIDES. 2. �CIOTINGS: 6A. SEE GRAVITY LOAQS TABLE ., '� �� �; �;'�` ° '.> #` - MAKIMUM TC}TAL LOAD SOIL BEARING PRESSURE = 3000 PSF �.� ��� ��' �'�� :., 5. SUBNfI`�TAL� AND SUBSTITUTIt�NS: - ULTIMATE CO�FFIGIEN7 �F �RICTIQN TC} RE�IST IATERAL LC?ADS = 0.50 6�. DRiFTING, SLIDING AND UNBALANCED SNOW ` � �4�� > "� 5A. �UBMIT�'ALS; REFER Tt� SUBMITTAL NC}TES FtJR i�ETAILED REQUIR�MENTS. - GROUND SNOW LOAC} = 147 PSF w.� � � � `� :: - IF TH� G�}NTRAGTC�R REQU��T a A CNAN�E FRQM TME STRLICTURAL DRAWlNGS, !T �HALL BE 3. FOUNDATIQN 1NALLS: - SNQW EX(�4SURE FACT(JR Ce = 1 ,0 � °° �R ` �`,. ,.� _ , �k, APPRQVED BY TNE ARCHITE�T AND DE�IGNEI� BY MARTIN/MARTIN, INC. PRIGtR TQ SUBMITTING �A. EQUIVAI.ENT FLUID PRESSURE� U�ED FCIR WALL DESIGN : - SNOW �.OAD fMPORTANCE FACTt�R Is = 1 .0 ��```'�� A o �` .•.:.'` ' SH�?P DRAWINGS. VARIATIC�N SHALL BE INDICATED C}N TH� S�HUP DRAWINGS. CONTRA�TOR _ "ACTIVE" CC�ND[TION = 45 PCF FQR WALLS WITH HEIGHT (H} ��SS THAN 12 FEET - THERMA� FAGTt7R Ct = 1 A ¢r, �` � .�Y , .. .. SHALL CC�MPENSATE MART(N/MARTIN , INC. FOR MAKING TNE CNANGE. _ "A�TIVE" CONDITION = 22.5H P�F FQR WALL.S WITH HEIGHT (H} GREATER THAN 12 FEET - FLAT RC?OF SNt�UV LOAD Pf = 100 P5� 02/14/2p14 - GONSTRUGTIC�N DOCUM�NTS SHALL NQT BE REP�t�QUGED FCJR USE IN SUBMITTAL� _ "AT REST" CONDiTIQN = �5 PCF FC�R WALLS WITH HEIGHT (H) LE�S TNAN 12 FEET - ALL SHQP DRAWINGS SHALL REFERENCE THE STRU�TURAL DRAWING NUMBER AND DETAIL - "AT REST" CON �ITI�N = 27.5H PSF FOR WALLS WlTN HEIGNT (H} GREATER THAN 12 FEET 7, F1RE RE�I�TANCE, Ct}NDiTI0N5 OF RESTRAINI': US�D TG1 �R�PARE THE �UBMITTAL _ "PASSIVE" CQNDITf(7N = 400 PCF {MQI�T} 7A. FOR C�ETE�MINING FIRE-RES{STANCE RATING� PER IB� SECTION 7�3, AGL CUNSTRUGTIC?N IS �' ������ ���������r �� _ "PASSlVE" G�NDITIG�N = 250 PGF (SUBMERGED} ASSUMED Tt7 BE UNRESTRAiNED. ��������� ��3 � 5B. SUB�`TITUTIC�NS: ARGH13'EG7S AF'PR�VAL. SHALL BE SECURED FQR ALL �UBSTITUTIQNS - LATER�� PRESSURE DUE Tt} SllRCHARGE = 100 PSF :, : . . ��c��� � � ����� � �� _ ����� 5C. NQNCaNF�F�MI�NCE: N�T1FY ARCH (TEGT C�F GqNDITIONS NQT GQNSTRUGTED PER THE 3B, WALL DE�1GN BASED ON IMP4RTED GRANULAR BACt�FILL ADJAGENT TO FC�UNDATIC7N WALLS. x� *# �� _ . " �°�'� "'-`�`" �` '��`�"""��"� G4NTFtACT DQ�UM�NTS PRIOR T� PROCEEDING WITH CORR�GTIVE WORK. SUBMIT PRQP�SED ON-SITE GRANULAR BAGKFILL TMAT IS PROPERLY St3RTED AND STf�CKPILED MAY BE USER AS �^� M : �` ' ��S t!�tx�r+ &GS+ee� e`, Lfh+r' C t tt t Pt�wFSac��, ur�wrs.w� Kt #e3�E REPAII� T4 TH� ARCHITE�T FOR A�CEPTANCE. CONTRACT{�R SHALL COMPENSA3E APPRC}VED BY THE PROJECT GEC}TECHNICAL ENGINEER. �'°`,���'°°°' ahx 9?G.9'2i`e,+4t7KtA MARTINJMARTiN, INC. FaR L�ESIGNING THE REPRIR. 4. S1TE RETAfNiNG WAL�S: 6. QSHA �TANDARDS: 4A. EQUIVALENT FLUIQ PRESSURES USED FOR WALL DESIGN : 6A, TH � STRUCTURE IS DESIGNED TC} F'UNGTIC?N AS A UNIT UPUN GC?MPL�TION . NOTHIN� SHOVIIN - "ACTNE" CONDITION = A�5 PCF FQR WALLS W(TH HEIGHT {H) LE�S TNAN 12 FEET � � ON THE �TRUCTURA�, DRAWINGS SHALL BE CONSTRUEC} AS ELIMINATING THE NEED FOR THE - "tIGTIVE" CONDITlON = 22 .5H PSF FUR WALLS WITH HEIGNT (H) GREATER 7HAN 12 FEET � � � CONTRACTt�R TC} �{�MPLY 11VITH AL�, QSHA REQUIREMENTS. - "AT REST" GQNDITIC}N = 55 PCF FOR WALLS V1(ITH NEIGHT �H} LESS THAN � 2 FEET c� - "AT REST" G4NDITIC�N = 27.5H P�F FOR WALLS WITH HElGNT (H� GREATER THAN 12 FEET � &B. THE �QNTRACT4R S�IAI.L ADQ ALL NECE�SARY B{�LTS, ANGHtJR BOLTS, PLATES, STIFFENER - �PASSIVE'" CQNDITION = 4QQ PGF (MOISTj � PLATES, �TABILI�ER PLATES, BRID�ING, �RAGINC, BEARING SEATS, CC?LUM�( SPLICES, ETC. , AS _ "PASSIVE" Gc�NDITION = 250 PCF (SUSMERGED) "� � � WELI. AS G�OSURES �{�R OPENINGS. IN ADDITlON, FIEL,D WELD ANYTHIN� TNAT MAY BE - LATERAL. �RESSURE DUE TC} SURCHARGE = 10� PSF �TER PROTEGTIVE DECKING IS - MA?ClMUM FOtJTING TQTAL. LOAQ SQIL BEARING PRESSURE = 300� PSF � .�.... GC�NSIRERED A TRIP HAZARD, SUCN AS SNEAR STUDS, A ���„ '�' ""`� INSTALLED. - ULTIMATE COEFFlGIENT OF FRICTI4N USED IN DESIGN TO RE�IST LATERAL L.OADS = 0.50 ;� � � � 6C, WASH�RS UR RIN�S MAY BE WELDED TO C{�L.l1MNS Ta PRQVIDE FOR SAF�TY CABLES. Da 5B. WALL DESlGN BASED aN IMP4RTED GRANU �AR BACKFI �k. ADJACENT Tfl FQUNDAT(ON WAL�S. � � �: NQT PLACE HQLES IN CULUMNS WITNQUT APPROVAL UF THE �TRUCTURAL ENGINEER. ADJUST t�N-S1TE GRANULAR BACKFIL� THAT I� PRC?PERLY SC}RTEa AND STC}�KPiLEE} MAY BE U�ED AS Lt7CATlaNS OR ADa CC�LUMN �PLIC�S A� NEGESSARY TQ COMPLY WiTN QSHA REQUIREMENTS. APPROVED BY THE PR4JECT GEt�TECHNICAL ENGINEER. � � SUBMIT PRt�PC}SED LQCATIQN�. GRAVITY LC?ADS TABLE � � LIVE LOA� PAR71TlON POINT Lt7AD � 6D, WH �R� THE �TRUCTURAL DRAININGS APP�AR T�? CONFLICT WITH (�SHA REQUIREMENTS, TNE LOCATION DEAD LQAD (PSF) LIVE LOAC3 (PSF) �2EDlJCTIQN LaAD (PSF) (LB} � STRUCTURAL DRAWINGS REPRE�ENT FINAL� CC�NDITIQNS ONLY, TNE CC?NTRACTt�R SHALL. ADD ALL ROt�F 7� 9Q0 Na -- -- � �! Ei�EC76C3N FRAC�[ N� NECE�SARY TQ CC?MPLY WITH Q�HA� RESIDENTIAL 104 40 Yes 1NCLUQECI IN -- � DL 7. CONSTRUCTION ENG�NEERING : PARKING 121 40 No -- 3000 lA . 7HE STRUCTURE DEFINED 4N THE CCINTRACT DQCUMENTS NAS BEEN DESIGNED QNLY FOR MECHANlCAL -- 75 + EQUIP BUT No -- -- � 3 3 LOADS ANTICIPATED �?N THE STRUGTUR� DU(�ING ITS SERVIGE LIFE. PR01!!DE AL�REQUIRED N0�' LESS TNAN � �� � , , . � : ENGINEERlNG AND QTHER MEA�UR�S TQ ACNIEV� TH� MEANS, METH(?DS, AND SEQUENG�S � �� .� „ :�� : ;� � (�F Wt�RK. SU�N ENGINEERING MAY INCLI�DE, Bt�T iS NOT l.1MITE[� T0: 150 - � ' '� � TERRA�E 153 100 No -- -- � � �x � m� � .' �-`��� w � `.�. . � � .. ., . . - LAYOUT � a DE�IGN F�l� F4RMWQRK, SHQRIN�, AND RESHt�RING ro P ROJ ECT: 13 . a�91 . S . 01 a, - DE�IGN OF GQNCR�TE MIXES _a_. _.. DRAWN BY : KH - = F �.g ..,� z _. � ._. _, ( --�"`�.m _ .� . �� � � _ � - ERECTIQN PRQG�DUR�S WHICH ADDRE�S �TABILITY QF THE FRAME DURING CONSTRUCTI�N � y�_V � � � DATE ; pg,Og.2013 ��a- - WELD E'ROCE�UR�� � - DESIGN C}F TEMPt�FtARY Bf�ACING 4F WALLS FC?R W( ND, SElSMI �, OR St7lL LQAC?S F�EVISIC?NS : � - SURVEYING Tt� VERIFY G4NSTftUCTI4N TC?LERANCES � N - EVALUATI(�N �F T�MPCIRI�RY GaNSTRUCTIC}N L4ADS C}N STRUCTURE DIIE TU EQIJIRMENT . - AND MAT�RIALS p��c�r�� s�r 09.09.2013 � Q PERMI7 SET 12.09.2013 . . �, - STRU�Tt� F�AL ENGINEER( Nc� TC� RESIST ANY UTH �R I�C}AD� NC?T IDENTIFIED UN DESIGN PERMIT SET REVISIQN 02.14.2o�a � Z DRAWING� � � � w 8. Gt�CIRDINATIC7NF i i ¢ 8A. STRUGTURAL DRAWIN�S ARE N4T �TAND-ALQNE D(�CUMENT�S AND ARE IN1"ENQEQ TC? �E ° c� USED IN �QNJUNGTIQN 1NCTH �IVIl., ARGNITEGTURAL, MECHANIGAL, ELECTRICAL, AND DRAWlNGS FRUM C�THER DI�CiPLINE�. TH� CC�NTRACTC?R SHALL CU4RDlNATE ALL REQUIREMENTS OF 7HE CQNTRACT C?4CEJMENTS INTC7 �HOP DRAWINGS AND WORK, 8B. C4QRDINATE dIMENSlC?NS {�F ALE� OF�ENfNGS, BL�aCKC�UTS, DEPRESSIt�N�, ETC. , WlTN � ARCHITECTURA� DRAWINGS�, DRAWINGS FR(�M t�THER DISCIPLINES, AND F1ELD C�ND[TIC7NS PRIOR � `� TC? SHOP DRAWING SUBMITTAL. � � �,, .� 8C. S�E ARCHITECTURAt� PLAN� FQR (NTERIc�R PARTITICtNS. PARTITIGN �RAMIN� SHALL B� � � Q Ct�NNECTE� TQ THE PR� �IARY STRUGTI�RE IN SUCM A WAY SQ AS T4 A�L4W FOR UERTICAL LIVE � � � � LC?A[� DEFLEGTI�NS �F SPAN/36Q 4F THE FLO�R FRAMING. DU N{�T MAKE RlGID VERTICAL ANR m � � � HORIZC}NTRL� GCINNECTIC�NS Tt� THE PR[MARY STRI� CTURE lN THE PLANE QF THE PARTITION . --, z � � � � oc� � cL. wa_ 1_____-_ __ _______ _�-- -- --------____ __ ----____ __ ____ _ _ __ � __ ---- -- �.� _------_ �_ �. _ P _�_ �_-_. T__ ____---- -� STEEL NOTES CUNCRETE Nt�TES � � 1 . CfJNNEGTIONS. STEEL MA7ERIAL TABLE � ' �����'�"' REINFORCING MATERIAL TABLE � � �A. PROVIDE G�NNE�TIQN� AS SHOWN IN T'HE `STEEL BEAM C(�NNEGTIQN SGNEDULES' STEEL ELEMENT AST�PE Fy (KSI) Fu (KSI) COMMENTS ��• ALL WORK SNALL CQNFt�RM WITH ACf 30� , LAT�ST EDITI4N , UNLESS N4TED QTHERWISE IN REINF ELEMENT ASTM Fy �KSI) Fu (K�I) COMM�NTS � AND DE7AIL� HEREIN . DRAWlN�S t�R GEN �RAL NOTES. �; � ANGHQR RODS F1554 GR 55 55 75 WELDABLE, HEAVY NEX HEADED TYP t2EINFORCING A515 60 90 � � 2. WELDING FtEQU1REMENTS: BOLTS A325 4R F1852 -- 120 BC?LTS ARE 3/4"� UN4, UiE 9B. DETAIL SARS !N ACGORDANGE WlTH THE [.ATEST EDITIONS {�F PUBLICATIOh1 SP-66 : "ACI WELDED & FIELD BENT RE1NF A706 60 $0 � � `� 2A. WELDERS: HAVE IN PC?S�ESSI�}N CURRENT EVIDENGE QF PASSlNG THE APPROPRIATE TEN �IC7N-CONTROLLED WHERE DE7All.IN� MANUAL" WITH ADDED REQUiREMENTS OF THE PROJECT SPECIFICATI4N AND ACI 318: WELDED WIRE REINF4RCING, SM04TH A185 65 75 - �` � � A.I�V.S. QUALIFICAT[ON TESTS. POSSIBLE "BUIL�}ING C�DE REQUIREMENTS FOR STRUCTURAL Ct�NGRETE.,' � ""� �' � C4LD-FQRMED A� 003 33 -- - „� N 2B. MINIMUM W�LDS: AI �C SF'ECIFICAT[ON, NQT LESS 1`NAN 3/16" FILLE7, CCJNTINUC7U� STUDSfPLAfiE, 33 AND 43 2. REINF��ClNG MATERIALS: "� � . � � UNLE�S 4THERWISE NCJTED. MIL 2A. SEE ` REINF4RCING MATERIALS TA�LE' � �i Ct�LD-FC?RMED A1003 54� � -�'�' �- 2C. WELD �I�ES ANC� LENCTM� �ALLED FQR �N THE [�RAWINGS ARE THE NET EFFEGTIVE � -- 3. REINFC�RCING FABRICA'T1C1N : � •°-, STUDS/PLATE, 54 M1L AND '*� � ° REQUIRED . INCREAS� WEl.D SfZE 1F GAP� EXIST AT THE FAYING SURFA�E. HEAVIER 3A. SP1�iC�S: �,, ° - NC7 SPL.ICING OF REINFflRCEMENT PE�2MITTECt EXCEPT AS NC7TEi� ON DRAWINGS. MAKE � � � 21�. WELD SI��S �NAi�� BE A� SNaV1lN UNLESS A GREATER SiZE IS REQUIRED BY ANSI/A15C CaLD-FC}RP�IED TRACK, � A1003 33 -- -- BARS CUNTINU�JUS ARt�UND C4RNERS. WHERE PERMITTED, SPLICE� MAY BE MAdE BY -� 360-Q5 TABL�S J�.3 AND J�.4. ALL THICKC�ESSES CONTACT IAPS OR MEGHANIGAL CONNECTt�RS. � � DAS A496 70 80 - - �EE `LAP SPLIGE SCH�DU!E' FC3R LAP LENGTNS, �QNCREi'E MIX TABL.E ..�, � � 2E. A�.L GRC�t71lE V�tEL�C�S SHAL� BE C4MPL.�TE PENET�CATI �N UNLESS NC?T�t7. HAS A1Q8 51 65 STUDS ARE 314"!� tJNQ `�' � '� 38, MISGELLANEUUS REINFORCING R�QU ( REMENTS: � �' �' � � � UTHER SHAPES A36 36 58 J � �.0 w, . ,,.,� � 2F. FIELD WE�C}IN{� SYM�C?L� I�1DICATE SUGGE�T�D C4NSTRUCTIGN PROGEDURES. - PRC3ViDE ADDI710NAL BARS C3R STIRRUPS REQUIRED TO SECURE REINFC7RCING IN PLACE �- z �' r- � PIPE A53 GR B 35 60 ...,, c� ,,,� � c� ,;,� DURING CONCRETE PLA�EMENT. .=-,. . PLATES A36 36 �8 '�' � � -�= � � � 3. STRt�CTURAL. STEEL INSTALLATI�N : _ - MAKE ALL F�EINF4RCING BAR BENDS IN THE FABRlCATOR'S SH4P UNL.�S� N�TED. � � ,; �° va ��",�'�'"'„ � 3A. HIGH �TREN(�TH BOLTS WMERE Nt�TED t7N THE DRAWINGS AS TYPE "SC" (�R t�THER RECT MSS A50(} GR B 46 58 - Nt� WELDING OF RElNFORGING PERMITTED �JNLES� N4TED aN DRAWINGS. WHERE � h � ,� � � � ,�, TYPE FQLLaWED BY "PT", SHA�.�. BE TENSIONED T{� THE VALUES OF TABLE J3. 1 OF R4UND HSS A500 GR B 42 58 PERMITTED, PERFaRM iNELDING IN ACCC�RC?ANCE WI7N AWS D� .4, LATE�T ED1TfON . �„_.,� � � u� � � � ANSIIAISC 360-05. QTHER NIGH-�TRENGTH B4LT� MAY BE INSTA�LEC� SNUG TIGHT AS WELDING ELEGTRQDES, E70 pER AWS - PROVIDE AaDED R� iN�ORClNG T4 TRIM ALL {�RENINGS, NOTCH �S, AND REENTRANT � � � � � � � � �, � DEFfNED BY AlSC. THICKNESS C}F THINNER GC}RNERS AS N4TED !N TYPIGAL DETAILS. � ,� � � � � � � 4, METAL DEGK: PART � 0. 1 IN�HES (� 2 GA) � � � � 3. ST�2UCTURAL GONCRET� MIX REt�U1REM�NTS: �, �' '� i' ,�t .� '� "-'� WELDING E�.ECTRC3DES, E60 QR E70 __ __ PER AUVS � , z o"�, � F"�.. a"'c �` 4A. SEE `METAL DECK SCHEC�lJLE' FQR MATERIAL�, PRC}FIL�, ANf� CGNNEGTIaNS TC� 3A, SEE C(�NCF�ETE MIX TA�LE � STRUCTURE. THICKNESS QF THINN �R �„Q,� INTENDED USE � c°� � � � � � PART s 0. 1 INCHES (12 GA) 4. SL�B-�N-GRADE: 1 FO(�TIRIGS 4 NV11C -_ � __ .� � �B. DECK DES�GN iS ! N ACCOR�ANCE WITH STEEL DECK 1N5TITUTE {SDI) PUBLICATI(JN N0. WF, WT A992 50 �i5 - 4A. VE�1FY ALKALINI`�Y C�F CQNCR�TE SURFACE, SLAB VAPC?R TRANSMESSIQN , AND SLAB 2 Gf�ADE BMS, �'NR 4 NWC -- 314 -- -- 31 AND DIAPHRAGM D��IGN MANUAL, �.AT�ST E[� ITIC�NS. FLATNESS/L�VELNESS ARE C4MPATlBLE W(TH F�C}t�RING SYSTEM AND ADHESIVES PRIOR TO WALLS, SHEAR 1NALLS 1NSTAL�ING �LQQRING. 3 �ITE WALLS, CO�UMNS 4.5 f�W� �3.45 3/4 5 MCI 4C. PIACE GC�N�F�EfiE C�N META�. CtE�k� IN A�C4RDANCE UVl1'H Sl�l PUBL.ICRTIC�N N4. 31 Tt� AND FND WALL,� LIMIT CC�N�TRUGTl4N LOADS TG ALLC7WA��E MAGNlTUDES. 48. TAKE PRECAUTIC�NS TU 0�11NIMIZE SLAB CURLING. GRI �ID SLAB UR USE LEVELING COMPQUND EXPOSED T� MOI�TURE ! F F� .04R FLATNESS AND LEVELNESS VA�.UES ARE NOT ACCEPTABLE TQ THE ARGHITECT. q. �- ��qgg pN GRA�E 5 NW� �.40 �14 6 MCI � 4�. �GRE�� CQNCf��TE TQ f�R�VID� LEVEL FLOUI�. 5. NON-SHRINK Gf�OUT: 5 INT TOPPING �LAB�, 3.5 NWC 0.5Q 3/4 NP -- 4E. R�INF�RC� C?PENINGS IN M�TAL R(�C?� DECK AND FLUQ1� DECK SUPPt�RTlNG 5A. CQNFQRM T� ASTM C1107, GRADES B, 4R C. SLABS ON DEGK , `,,� .' _`:_' •;$�t,. POST•INSTALLED ANCHaR TABLE �° ; �; � . �'��,��`��, Ct�NCRETE F1LL IN ACCORDANCE VIIITH TYPICAL DECK t�PENING �ETAfLS. 6 INT SLAB� C}N GRADE 3.5 NWC -- 3/4 NP SVT �°' �,,�>�,* ��;' ��_��, � ANCHOR TYPE PRODUCT Fy {KSI) �u {KSM� GOMMENTS 5B. A�HIEVE 6000 PSl CQMPRESSIVE STRENGTH AT 28 DAYS. 6 FLOW FI �L� Q. 1 P �- -- -- FF : . �?:� `�� �� �c� ;., ` ; u. 4F. INSTALI� DE�K t�VER 4 SUPPQR1'S {3 SPAN CC7N71NUC}US� UN�.ESS NOTED UTHERWlSE. ADM �SIVE HI �TI HIT-HY 200 (*} __ -- SUBMIT CALCULATIC}NS -� � �'�� ; ° D(7 N Q T I N S T A L L D E G K A S S I N G L E S P A N U N L E�S S P E C I F I C A L L Y S H O W N Q N D R A W I N G�. (I N G O N G R E T E) F U R S U 8 5 T l T U T[Q N S 6. PLACING REINFORCEMENT: � � ~� �"#' 4 % . ����°`� `��r� 6Aa R�IN �'C7i�C�MENT P�C?T��TIC7 . � 4{�. PRt�VlD� D�CK ATTAGHMENTS AS N�TED ON GRAWINGS. AQHESIVE HILi'fi HIT-HY 70 -- -- SUBMIT CALCUEATIONS - SEE `CONCRETE COVER TABLE' ��� °�.'� } , <, � � ; _ ` � tIN GRtJUTED MAS4NRY} FaR SUSSTI7UTE4NS _ ��� q�� 3 � g_p� 7,5 FOR REINF�RCEM�NT PCACING T�LERANCES ANR ACI 117 FC�R CONCRETE MIX TABLE NQT�S: `° � ''0. `� ' 4H, NANCERS; ��E TYPI�AL METAL DECK DETAILS FC}R ALLQWaBLE HANGER LOADS, AdD1TI0NAL REQUIREMENTS 02i14/2Q14 ADHEuIVE ANGH�R RODS -- 36 58 THREADED RQQ, , � SPACIN� AND ATTACHMENT. PRt7PORTl{�N5 OF MATERIA�� IN CONCRETE MIX SNALL BE ESTABLISMED Tt7. M! N M1N UNGREASED �g, pRQVID� AGGESSORIES NEGESSARY TO PROPERLY SUPPORT REINF4R�ING AND WELDED - PRQVIDE THE MINIMUM GOMPRESSIVE STR�NCTH A� INDICATED IN THE MIX TABLE. D� NOT 5. ST�.UGTI�FtAL Cf��d FQRMED METAL FRAMING: EXPANSION ANGHCJRS HILTI KWIK BOLT TZ -- -� SUBMIT CA[.CULATIaNS WIRE FABRIC AT POSITIC7N� SHt�WN ON PLANS. ALL. REINFORCING, �OWELS, BULTS, AND EXCEED THE MAXIMUM WATER-C�M�NT RATIt� NaT�D. �' ������ ���������r �� 5A. REFER TO �CHEDCJLE FUR REQUIREa STUD MAT�RIA�. GRADES ANG SECTION (1N CONCRETE) FOR SUBSTITUTI4NS EMBEDDE� PLATES SHA1.L BE SET AND TfiED IN PIACE BEFORE THE CONCRETE IS POURED. - PROVIDE WORKABILITY A�ID Ct�NSISTENCY T{� PERMIT CUNCRETE 1'Q BE Vil(3RKED READILY ��PY�I��`� 2� � � PRaPERTIES. R�FER Tc� DETAIL.S F{�R C4NNEC1"ION� AND QTHER REQUIREMENTS. EXPANSlON ANCHORS HILT( KWIK BQLT 3 -- -� SUBMIT CALCUE.I�TIC�NS "�TASBING" ( NT� PREVIOUSLY PLACED CONGFtETE IS NOT PERMlTf'ED. INTO F4RMS A+ND ARqUND REINFOR�EME�lT UNDER CdNDITIONS QF PLACEMENT T4 BE {IN GR{3UTED MASQNRY) FQR SUBS7ITUTIC}NS EMPLOYED, WITHOUT SEGREGATIOI� OR EXCESSIVE BL�EDING. CtJNTRACTC}R SHALL SELECT zw �,���`� � t �► ���' ��. 5 8. R�F E R T C� [��T�1 L S F(�F� M I N I M U M �C 7 N N E G T I (�N S A N D Q T H E R R E t�U I R E M E N T S. 7. CQNSTRUC`TION/CONTROL JOINTS: APPROPRIATE �LUMP. IJSE ADMIX7URES AS REQUIRE[� T(� C?BTAIN DESIRED RESUL.TS. r �' ��> � �,_ � :: �� �� ��-°�° � � ��� ,����� DEVELQP Ft7RCE� N(3T�D. DQ NC?T lMP47S� FORCES QN THE �UIL.DING STRUCTURE 1N SGREW ANCHORS H1LT1 KWfK HUS-EZ -- -- SUBMlT CALCULATIQNS 7A. SUSMIT DRAWINGS SN�?W( NG GQI�STRUGTIQN AND G4NTR4L JOINT LOCATIQNS A�ONG WITN ��� '��'" �'�'��" ""� `� ' ° ` ��,:����, ����« � s ��� DIRECTIQN� �R AT L4GATIONS C}TNER THAN THAT SHQV1fN QN TNE STRUCTURA� FOR SUBSTITUTIC�NS TME SEQUEN�E fJF POURS. CONSTRUCTI{�N JOINT LaCATIONS AND CASTIN� SEQUENCE SHALL �SE TYP� I I II PORTLAND CEMENT UNL�SS NOTED OTHERV111SE. F'OR �4NCRE1'� MIXES USED �'�`�' �'�`'�°°`' .,.� Qx�.���.���� DRAWIN�S. Da Nf�T IMPO�E FORCES LAR�ER THAN SPECIFIED. GC�NNECTIQNS TQ * „ BE ARRANGED T� MIN1MiZE 7HE EFFEGTS QF ELASTIC AND �t�NG-TERM QN FLOc�RS MINIMUM GEMENTITIaUS CC3NTENT SHA�L BE �40 PUUNDS PER CUBIC YARD CQNCRETE SMALL �1�T USE PAF� TQ RESIST TENSION L.t?AD�. USE HILTI HIT-RE 500-SD F'OR EMBEDMENT GREATER THAN � 2 SH�RTENING/SHRINKAGE. FC?R CONCRETE PLAGED BY PUMPING PRC}VIDE CQNCRETE MIX FLOWABILITY TC} FACiLITATE � � , ?B. CQNSTRUGTIQN JC?11�TS IN SLABS-ON-DECK AND SLABS-aN-GRADE �HALL BE L�CATED TU PUMPING. ENTRAINED AIR MAY BE USED TC? FACII�ITATE PUMPING SUBJECT T(� THE � ' ACCOMMODATE THE MAXIMUM LENGTH ANQ AREA THE CONTRACTUR CAN REAS4NABLY PC}UR, PRpVISi4NS UF NOT� b BELt�W. � �.. FINI�H, ANQ JQINT IN THE SAN�E QAY. � a. FQF� TME MAXIMUM CUARSE AGGREGATE SfZE INDICATED, lJSE THE FQLL4VIIING '"� . � 7C. SHEAR �RIGTION JQINT�: WHERE CONSTRUCTION JOINTS ARE LABELED AS "RC}UGHENED" AGGREGATE �IZE NUM�ERS pER A�TM C33: „�„�;,,, ON THE DRAWCNGS, THE ENTCRE J41NT SURFAGE SNALL BE MECHANICALLY RC7UGHENED T� A 3/4": #67 AGGREGATE � � °'�' METAL GAUGE �ONVER5IQN 1/4" AMPLITUDE AND THORt�ttGHLY GLEANED. EXPC?SE THE CQURSE AGGi�EGATE IN TNE 1 ": #57 AGGREGATE � � GAU�E MINIMUM THtGKNESS HARC}ENEQ CONCRETE AND REMOVE ALL LOOSE MATERlAL. � :� � (MILS*) b. WNERE AIR GUNTENT IS (NDICATED 1N TNE MIX TABLE, PR�VIDE AIR ENTRAINING ADMIXTUF��. ��� � =�' �� 2� 8. MEP ANQ QTHER OPENINGS AND EMBEDMENfiS: T07AL AIR CUNTEN`f LIMI7� INCLUDE 64TH ENTRAINED AND ENTRAPP�D A1R +/- 1 1 /2°la. `NF'' IN �,,,,j,,,,� ,�„ � 8A. PRQVIDE �LEEVES A? 4PENINGS (SUCN AS TH (3SE REQUIRED FOR PLUMBING AND CC}LUMN IND(CATES ADDITIQN OF ENTRAINED AIR 15 N�T PERMITT�D EXCEPT WHERE ��" � �r �� �� ELECTRICA� PENETRATIONS) BEFORE RLACING GONCRETE . REMQVE META�. DECK AT SLEEVES CONTRA�TOR CAN DEMONSTRAT� THAT SLABS WITN ENTRAINEa AIR WILL HAVE A FINISH �� �"' � � � �� AFTER CQNGRETE HAS GURED. DO NQT CUT REINFaRGING WHICH MAY �t�NFLICT. C(�RING UF ACCEPI'ABLE TU 7HE ARCHITECT WITHC?UT BI.lSTEFtS. AIR C{JNTENT NC}TED IS BAS�D gN 3/4" �,,,,� � � � � �q. C4NCRETE fS N4T PERMITTED. AGGREGATE. IF �18" AGGREGATE I � U�ED„ iNCREASE AIR CtJNTEN1' BY 1 11�%. �'„'� � I � � � �� �B. REFER T4 TYPlCAL DETAfLS FC�R SPAGIN� LIMITS ON SL�EVES AND FOR REQl11REMENfiS Ft}R c, ABBREVIAT{ONS FQR OTMER REt�UIREM�NTS A5 F4LLOWS: ,�"+�'� �„A„ EMBEI�DED G4NDUIT AND PIPE. EMBEDDED GONDUIT 1� NOT PERMITTED ( N SLABS 4N METAL MCt = MAXIMUM GHLORIDE I(JN LIMIT = 0 . 151p BY WEIGHT t�F CEMENT � � NC?TES: [7ECK. SVT = GaN7RAC70R SHALL PRQVIpE CCINCRETE WITH REDUCED WAT�R IN (JRDER TC? ACHIEVE � * � MIL - � /1QOQ° THE SIAB VAPUR TRANSMISSI(JN REQUIRED FQR THE SPECIFIED FLt�t��ING MATERIALS � FF = FI,UW FILL SHALL BE PR4P4RTI�}NED TO PRCJVIRE INDICATEL� STRENGTH, AND SHALL BE SELF-Ct�MPACTING, MAXIMUM STF�ENt�TH �HALL BE 150 PSI . CC�MPLY WITH NRM�A ""CUIDE SPECIFICATIQN �OR GONTROLLED LC}Utt STRENGTN MATERlALS (�LSM)" AND ACI 229R. � ¢ � , - { PRC�JE�T: 1 � . 0291 . S . t� 1 �MI � DRAWN BY . KH cri � � ' � _ _ �.� Y " a � � � � DATE : 09.09.2013 _ � k, . . � � .. t c.G ,b�' � _� . �- �_ a � C:� ` ,. u, . . _ . � - ,. �� . . , _ .. � �_ � ��V� � � � �� : � _� . _ _.. , _ ._ _, _ ,�,,-� `� � . PRICI►VG S�T 09A9,2013 c�r) � � � � � : r , �mr . �.� � _ �. �. �__. .__ _- ���MirsEr � 2.os.2o� � � � PERMIT SET f�EVISiON 02.14.2014 w � � � w � wQ 00 � � � 0 rn � � ° � � NC)TES � � � a � ° � "yz � p � � C� tY � r� wcL _ �_ �__ � _ _ _—_e_ _ _��__� _ ____ ---- — �__ _ �._ ----- ----- — _�__ _ _ _�__ _— _ �_______—___ ; QUALITY ASSUi�,ANCE GENERAL NOTES � � STATEMENT CiF STRUCTURAL SPECIAL INSPECTItJNS AND TESTING � � � ; , � E STRUCTURAL C4NCRETE SPECIAL INSPECTI� NS � . ��"���: 1A. SCQPE t�F WQRK � v� iTEM FREQUENGY STANDARD CRITERIA - THE OWNER WlL.L ENGAG� A QUALIFIED INSPEGTION AND TESTING AGENCY{S) TO PERFt�RM �PEGIAL lNSPE�TI4N� � � REINFORCING STEEL AND TESTING FQR ALL STRUCTURAL MEMB�RS AND ASSEMBLIES AS NQTED MEREiN . �, � E - DURING PLAGEMENT P A�I 318 3.5,�. 1 -7.? , , , , SPECIAL INSPECTI�NS ARE IN ADDITION T4 INSPECTI {�N5 BY TME AUTHQRITY HAVING JUF�ISDI�TIaN REQIJIRED BY IBC � � VERIFY GRADE FINISN SIZE BAR QUAI�TITY 2p12 SECTION 110. � x LOCATION, SPACING, Gt7VER, Ht70K LENGTMS, � ���'�R TQ ARCNIMECH/ELEC/C1VIL SPEGIFICATI4NS ANa DRAWING� FOR ADDIT{ONAL. �PECIAL INSPECTI(JN AND �` �' SPLICE LENGTH, SPLIG� LaCATIC�NS, �END � � - PRIOR TQ PLACEMENT OF 104% � DIAMETERS, CC3ATINCa, SURFACE C(�fti[DITi(7N , TESTING THAT MAY BE REQUIRED . » � N CONCRETE AND S�PP�RT. - SPECIAL [ NSPE�TIONS AND TESTING ARE APPLICABLE TU ALL REVISIONS ANC?!OR FUTURE WC7RK ADDED BY � AMENDMENTS TO THES� DOCUMENT�. � � "' � o - WELDENG C AWS D1 .4 VERIF°t' ASTM A706 REIN�C7RCING STEEL. 9B. DEFINITIC}NS � � ° - FIELQ BENDING P A�13� 13.3.2,8 — - SPEGIAL INSPECT{�R; THE AGENCY ENGAGEC? BY 1"HE OWNER AND APPRCJVED BY THE AUTHt�RITY HAVING JURISDI�TI (JN �,,,,, "`� c� T{� A�T AS THE DESiGNATEC� REPR�SENTATIVE TO PERFORM iNSPECTi�NS. � - �OATEd REINFORCIN� P ACI 3Q1 3.2. 1 .2 �- - SPE�IAk. INSPECTI4N : INSPECTlt�N PERFORMED BY THE �PECIAL ) NSPEGTqR ACCORDING T4 IBC 2012 SECTIC7N 1704 � � - MEGHANICAL CONNECTQRS G ICC-ES REPQRT -� TQ ENSURE C4MP�IANCE W{TH APPROVED GONSTRUCTIQN DQGUMENTS AND REFERENCED STANDARDS. � - (P) PERIC}DIC INSPECTION : THE PART-TIME �R INTERMITTENT 46SERVATIt�N BY TME SPEC{AL INSPECTflR C7F Wt�RK .�—, ""� B4LTS ANd EMBE[3MENTS BEING F'ERFORMED. SPECIAL INSPEGTC�R SHALL BE PRESENT iN THE AREA INHERE TH� WORK IS BEING PERFORMED. �""� * � � - PRIOR T4 PLACEMENT OF 100°10 -- VERIFY TYPE, FINISH, DIAMETER, I�ENGTH, (}BSERVATI (?N QF ALL WtJRK ( 10U°lo VISUAL) SHALL BE MADE AT THE Ct�MPLETION �7F TH� WC7RK. � CONCRETE QUANTITY, EMB�DM�NT LENGTH , �PACING AND - {C) CONTINUOUS IN�PECTIC?N ; THE FULL-TIME OBSERVATIC?N BY THE SPECIAL INSPECTOR �F Wt�RK BEING � � EDGE DISTANCES. VERIFY USE C}F PLACING PERF4RMED. SPECIAL INSPECT�R SHALL BE PRESENT IN THE AREA WHERE THE WQRK IS BEIN� PERFORMED. ��"�,,,'"`` � TEMPLATE WHERE SPECIFIED. OB�aERVATION 4F ALL WORK ( � 001a VI$UAL} �HALL B�E MADE A7 THE C�MPLETIC)N CJF THE WC�RK. �,,,,�, � � 9C. DEFICI �NCIES IN WORK � �. ""� - WELDING -- -- INSPEGT PER THE STRtJCTURAL. STEEL TABL� � - C{�RRECT DEFlC1ENCIES IN WORK THAT TESTS AND INSPECTIQNS INDlCATE DG NOT CQMPLY WITH THE CONTRACT � CONCRETE DO�UMENTS AND REFEREN ��D STANDARDS. � � � - MIX DESIGN EA�H -- V�R[F'Y U5E t�F APPR4VEt� DESIGN MIXTURE FC1R - ALL C(�ST OF ADDfTIONAL TESTING ANQ/UR INSPECTl�NS FUR C(7RREGTIVE WORK SHALL BE BOf�NE BY THE ,� # TRl1CK EAGH TRUCK Lt�AQ GONTRACT{�R. � � - FaRMWORK PRI4R Tt� P AC! 318 6. 1 . 1 �NSPECT FIRST POUR 4F EACH TYPE (GRA�E ""� PLACEMENT �F CONGRETE BEAM, CQL.UMN, STRUCTURAI. SLAB, S�A&4N- 2. SHOP FABRICATIt7NS: �, DECK, ETG.) 2A. GENERAL - PERFOR�1 INSPECTIC�NS AND 7`��TING Ft�R ALL SMOP �ABRICATED STRUCT�IRAL MEMBER� AND A�SEMBLIES AS - PLA�EMENT 4F CflNCRETE G ACI 398 5.9-5. 10 -- NOT�D HEREIN . SPECIAL INSP��TOR SHALL PERF4RM SPECIAL INSPE�TIC�NS AND TESTING UNLESS THE FABRICAT�R IS - CURING P ACI 318 5. � 1 -5. � 3 REGiSTERED AN� �iPPROVED BY TME AUTMQRITY HA1�'ING JURISC?1CTIaN T� PERFORM �UGH WC7RK WITHt�IJT SPECIAL � �� INSPECTION �R FABRICATION HAS A GURRENT ICC-ES EVALUATlON REP(3RT. - SMC}REIFORM REMOVAL. P ACI 318 6.2 FC7R BEAMS AND STRUCTURAL SLABS - SPECIAL INSPECT4R SHALL VERIFY THE FASRICA?t�R MAINTA(NS AND F�l.L.4WS DETAILED SMC�P FABRICATI{JN ANR QUALiTY �4NTRC3L PRQG�DURE�, UNLESS FABRICATt�R IS REGISTERED AND APPRC}VED. - AT THE COMPL.ETION QF FABRICATION, TNE APPROVED FABRIGATQR SHALL SUBMIT A �ERTIFICATE QF CQMPLfANCE e ,,;,, ,, ,,,,,,,$ STRUCTURAL CC� N � RETE TESTING �`0 THE AUTHORITY HAVING JURISDICTIC}N AGCQRDING T� IBG 2012 SECTIt�N � 704.2.�. ,� '��� F�,����° ;,J - APPROVED FABRIGATURS MAY PER�(7RM TE�TING NOTED HEREIN EXCE�T THAT NONDESTRUCTIVE T�STING ND '' � '� ' ` ITEM FREQUENCY STANDARD CRITERIA :A `� 5 ` ��� � ��` `' , �HALL. ON�.Y BE PERFORMED BY PERSONNEL WITN QUALIFIGATION� THAT MEET OR E�XCEED THE CRITERiA OF AWS D� 1 LL° `�� ��� � ����' �_'�' �' �=� REINFORCING STEEk., BOLTS SUBCLAUSE 6. 14.6 AND AMERICAN St}C1ETY FOR NONDESTRUCTlVE TE�TIN� (ASNT} SNT-TC-� A 4R ASNT CP-189 . �: � ��� � � AND EMBEDM�NTS , �� � � � - WELC�ING �- �- PER ST�UCTURAL STEEl. TESTING 2B. SHC1P FABRICATI�JNS II�CL.UDED �� �� `� a� �`���° � �' 4 � �b`���� GONCRETE - SHQP FABRIGAT�D STRUCTURAL STEEL INCLUDING STA1R� AND RAILING �LEMENTS ` `�����`"�,�_°�'` - SHQP FABRICATED COLD FORMED STEEL ELEMENTS � {'�n> •� .�f ,�;n - COMPOSITE SAMPLE ASTM C172 C}BTAI �E AT PC71NT 4F PLACEMENT. ADJUST 02i14/2Q � 4 1 . f'c < 5U0� PSl 100 CY/MIXIDAY F'REQUEN�Y AS REQUIRED TO PR4VIDE T MINDMUM 5 TQTAL TESTS PER MIX BUT NC7T MC�F�E THAN C}NE SAMPLE PER TRUCK LOAD. � �f��`��B AR����E�1��� �� - SLUMp EACH ASTM C143 (SLUMP) SPECIFIED SLUMP SHALL SE AS SUMBiTTED lN �������'�� ��� � COMPOSITE THE MIX QESIGN � 1 1 /2° . PERFORM AqDIT10NAL SAMPLE TESTS WHEN CaNCRETE CONSISTENCY � ����� � � ���� � � q �-�' �"'���acaa�strc.^rerres cretctr*���� z� � APPEAR� TO �NANGE. � `` ' ��"� ��-��"� �,x� x,� �+�.aa a��i�r, u�r � � ¢� 1 .� .... Ef;skrwssv�. fCttE.n�:w€:r fMt ,Y»�� - AIR �C7NTENT WHEN AIR EACH ASTM C231 -- "°`'��`.�°°� Phac S1`�7'.Gi..S}'il6.AGC74 ENTRAINMENT IS SPEGIF( ED C4MPC7SiTE PRESSI� RE METHOD SAMPLE � � - TEMPERATURE EACH ASTM C1064 FtEQUIREd WHEN AIF� TEMPERATURE iS 40 ° F � � COMP4SI1'E ANC} BELQW aR 80° F AND ABUVE. � � SAMP�� AND 60 StJILS► SPECIAL INSPECT1tJNS MINUTE iTEM FREQUENCY STANDARD �RITERiA � INTERVA�� - G�LD WEATHER CURING -- AS7M C1074 RECC�RD MAXIMUM AN � MINIMUM C4NCRETE �u����� � TEMPERAT�JRE DURING CURING PERIOD, WNEN - EXCAUATIQN P -- VERIFY EXCAVATIc�N� ARE EXTENDED TO � � � DAILY AVERAGE AIR TEMPERATURE �F 40 ° F OR THE PR�PER DEPTH AND HAVE REACHED � .� THE PROPER BEARING MATERI�L � BELOW IS EXPECTED F4R 3 SUCCESSlVE DAYS � e� ;� D�JRING CURING PERfiQD . - BEARING N1�TERIAL P S41LS REPQRT VERI �Y BEARING MATERIAL IS ADEQUATE TO �.,�,,,� � � - CC7MPf�ESSIVE STRENGTH EACH AS�"M C31 (6x� 2 TEST flNE CYLINDER SPECIMEN AT 7 DAYS AND ACHIEVE THE DESIGN BEARING CAPAGITY GOMPOSITE SPEGIMENS} TWO CYLINRER SPECIMENS AT 28 DAYS. IF � � � SAMPLE ANt� ASTM G39 D�SIGN STRENGTH f� NfJT ACMIEVED AT 2$ GtJNTROLLED FILL �� � QAY�, TEST REMAINING CYLINDER AT 56 DAYS. - PRI4R TO PIACEMENT P -- VERfFY SUBGRAQE HAS B�EN P�{�PERLY � � F AGCEPTANGE CR{TERIA PER ACI 3� 8 . PREPARED �, � STRUCTURAL CONCRETE TESTING NOTES: - PLACEMENT C -- VERIt=1' USE C}F PROPER MATERIALS, DENSITIES, � � 1 . NQNDESTRUCTIVE TESTING MAY �E PERMITTED BY THE ARCHITEGT, BUT WILI� NQT BE USED A� Sfl�,E BASIS Ft?R CUMPACT1qN, AN � LIF'T THICKNESSE� ''''� �` APPROVAL 4R REJECTI4N QF DEF#GIENT CONCRETE. SqILS SPECIAL INSPECTION NQTES: , 2. REPORTS OF GOMPf�ESSIVE �TRENGTH TESTS SHA�L CONTAlN THE FOL.LOWING INFORMATION : DATE OF CONGRETE 1 . SE� C1VIL DRAWINGS ANDIOR SPECIFICATIONS FC�R ADDITIONAI, EARTHW�J�2K AND UTlLITY INSPECTION REQUIREMEN7S. PI.ACEMENT, LOCATIOt� QF GONCRETE BATGH IN WORK, DESIGN 28-DAY CaMPRESSiVE STRENGTH, CONCRETE SUPPL,IER 2. ��� ��VIL DRAV111NGS AND/OR �PECIFICATI�N � FQR �LASSIFICATI�N AND T�STIN� REQUIREMENTS F�R CC?MPACTED FILL AND MiXTURE 4D NUMBER, TIME OF BATCM AND PLAGEMENT, AMBIENT AIR TEMPERATURE, SITE ADDEC} WATER AND AND/OR Ct3NTROLLED L,t�W STR�NGTH MATERIAL.. ADMlX 9 URES, UNIT INEIGHT, AND AS REQUIRED BY ASTM C39. � � PRO.� �cT: � � . ��s � . s . o � � � � w r � � a �wr� g�r : �� $ . � , DATE : 09.09.2013 , r� a d- ° • L..m . '< k ' �� � .+ .`..�. r-- � ! . � � � � . � � w� _ .�._ ,� .�� `� x �� _ . _. � ,��� o, _. REVI � IO �IS : � � � �;, : T — � _ _�_ � PR(CING SET 09,09.ZQ13 u.ew �� ._ ,.�.._ w �.-- . m� f�� y PERMITSE7 — - -12.09.2013 � � � � ° ° « . �� sr � �.�., �, _., . w._ � a_�� �m .� _..�,��, .s rt . . w . PERMIT SET REVISION 02,14.2Q14 � � � � � � e u� w ¢ c� c� � � o � � � C� UALITY � � Q A��URA�ICE �- � � � ; ° ` � � [� C7 � � 4 � � ct. w c�. €----------___ � ---__._�_ --.__-_-_ ____----------- ------ __ _ �� _ ____ _ — �� _-� _. �___�� ---- ---_ — _ _. _.__ _- �_ � � I � , � � STRUCTURA� META� DECKING SPECIAL INSPECTIONS STRUCTURAL. CO [. D FCIRMEC� STEEL � PE� IAL INSPEGTIt� NS STRUCTURAL STEEL SPECIAL IN � PECTION � �� � � ; fTENI FREQU �NCY STANDARD CRITERI�t ITEM FREQUENCY STANDARD CRITERIA ITEM FREQUENCY STANDARD �RfTERIA � � � METAL. �E�l� FRAMING PR(OR TO STAR'' QF WORK � v� � � - MET'AL D�CK P -- VERIFY TYPE, GAGE, AND L4CATIUN - MEMBERS AND Ct�NNECTIt�NS P -- VERIFY TYPE, �IZE, LQCATION , SPACING - PI�I �R TO FABRiCA71 �N 4R — -- VERIFY PLATES AND SHAPES CONFORM TO "`� c,� '�: � ERECTiON AS?'M STANDARD� SPECIFIED REVIEW � � _ ��-�-q�� ���� P -- VERIF�( ATTACHMENT TYPE, SIZE, SPACENG, - BRIDGING AND BLQCKING P -- VERIFY TYPE, L.00ATION , AND ATTACHMENT MA��IUFACTURER'S CERTlFIED MILL. TEST � a�°� AND EDGE DISTANCES - FIELD CUTS AND NtJTCMES P -- NC} �UTS �R Nt�1'CHES THROUGH S�CTIQN REP(JRTS �R CERTIFICATE 4F COMPLIANCE �`"' � � FiANGES PERMITTEQ. �- - FiELD CI�TS AND NC}TCN�S P -- VERIFY CiJTS C?R NOTCHES THRQUGH SECTION � �, ARE REPAIRED. - �PLICING P ° N{� �PLICING OF STR�CTURAL MEMBERS - PRlOR TO B�LTING — AISC 360 / VERIFY BOLT ASSEMBLY CUNFQRMS T� ASTM " � cv RCSG SPECIFICATION STANDARDS SPECIFI �(�, REVIEW CERTIFfCATE OF ,�, ° WEI�DE[� ATTAGHMEN�'S PERMITTED UN�.ESS SPECIFIED aN THE COMPLIANCE C7B�ERVE PRE-INSTALLATIQN "� �'' � CC7NST�UGTION DOGUMENTS, ' "' :-, - p�� �� �'p ���.plN� �- AWS D1 . 1 /D1 .3 VERIF`'( FILLER MATERIALS, WELC}ING VERIFICATIC?N TESTING aF PRETEN� IUNEQ '� � � PROGEDURES, WELDER QUALkFCCATi4NS, �1ND _ p�J ����{p�JT� p -- VERI�Y SPACING REQUIREI�ENTS �RQM FASTENER AS�EMBLIES, VERIFY AP!'RUPRIATE �' v MANUFACTUR�R'S CERTIFiCATE OF C4MPLIAN�E B�ARIN�S AND CQNNECTI4NS A�ID REINF4RCING FAYING SURFACE GONDITI4N '�` � - DUR[ NG Vt�ELC�ING 1' AWS D1 .3 -- [S US�p WHERE REQUIRED - PRIaR TC? WELDING -- AWS D1 . 1 / VERlFY MATERIALS, PROCEDUR��, WEL.D�R � �- � AISC 360 t�UALIFICAT�ONS, AND R�VIEW CERTlFICATES �°'° - AFTEF'� W�LDING 1 (}0°lo ViSUA� AWS D1 .3 -- WELD�D ATTAGHMENTS OF C(:}MPLIANCE � � SCREWED ATTACHMENTS - PR1t�R Ta WELDING -- AWS D1 . 1 /D1 .3 VEF�IFY FILLER MATERIALS, WELDING �� ;� - FASTENER P -- VERIFY TYPE, DIAMETER, LENGTH , SPACiNG AND Pl�t�CEDURES, WELDER QUA�IFICATICJNS, AND FRAMING ' -� �` �DGE DISTANCES MANUFACTURER`S GERTIFICATE (JF COMPL.IANCE - DURING ERECTIQN P -- VERIFY INSTA�.LATIt�N 0� BRACING AND � � STiFFENING, MEMBER LQCATIONS, ANQ ��'��"`' "�° � - SCRE1�l PENETRATIQN P -- VERIFY MATERIALS HAV� BEEN DRAWN - DURING WELGING P AVIlS D1 .3 -- GnNNECTIt�NS. REPORT ANY �BSERVATIQN OF '�"" TOt'aETHER AND SCREWS ARE FULLY DRIV�N - AFT�R WELDING 100% VISUAL AWS Q1 .3 -- KINKS, BENC)S, OR 4THER DAMAGE. �""' � WITH A MINIMUM PENETRAT(ON OF 3 TNREAD� _ CpRR4S10N RESISTANC� P ° WELD�D AREAS ARE TO BE TREATED WI7H '� TMRQUGH THE LAST MATERIAL JOINED. � �' "� TREATMENT APP'ROVED TREAT�IENT TO M�TCN CORRQSION DURING BOLTING � � - DAMAGED aCF�EWS P -- NQ PQPPED SCREW HEAQS UR STRIPPED SCREW R�SISTANGE ClF EFF'EGTED AREA _ SNUG-TIGHTENED JQINTS P AISC 36Q / VERIFY GQNN�CI'ED MATERIALS HAVE BEEN � � RCSC SPECiFIGATION �RAWN TOGETHER ANa PR4PERLY SNUGGED. "' € ARE PERMITTED. ALL. DAMAGED SCREUUS SNALL gGREWED ATTACHNI�NTS "� � BE REPLACEa. - PRETENSIONED AND SLP- P AiSC 360 I VERIFY PRC�P�R USE QF PRETEN�[C�N METHQD, �` - FA�TENER p __ VER�F°Y TYPE, DIAMETEi�, LENG�'H , SPACING AND CRITICAL JUIN7S RGSG SPECIFICATION VERIFY CONNECTED MAT�RIALS HAVE BEEN POWER�A�Tt�ATECt FA�T�NERS EDGE DI�fiANCES DRAINN TC}GETHER AND PR(�PE1�l.Y SNU�GED. � - PRIt�F� TC} 1NSTALLATION FIRST OF �ACM I�C-ES REPORT VERCFY TYP�, DIAMETER, L.�NGTH , FINISH , AND - SCREW PENETRATlON P -- VERiFY MATE#�IALS HAVE BEEN DRAINN FASTENER TYP� BASE MATERIAL. TOGETHER AND SCREWS ARE FI� LLY DRIVEN DURING WELDING AND BASE iNITH A MINIMUM PENE7RATlCtN OF 3 THREADS _ �INGLE PAS� P AWS D1 . 1 -- NIATERIAL 7HR{?UGH THE LAST MATERIA� JaINED. FILLET WELD � 5/16" - DURIN� INSTALLATEC?N P I �G-ES REP4RT -- - DAMAGED SCREWS P -- NC? C'OPPED SCREW HEAD� OR STRIPPED SCREVI/ - SINGLE PASS FILLET WELD C AUV� D1 . 9 -- - AFTEF� INSTAL.LATI(�N 1 (�Cl°lo VISUAL -- VERlFY MATERIALS HAVE BEEN DFZAWN ARE PERMITTED. ALL DAMAGED SCREWS SHALL > 5116" AND MUL�'1�ASS �' ���� } lM��� §e� 4 `�e�9f Ri �{ ��a��e�kl��P.� BE REPC�GED. ,� .. ���� T{�GETHER AND FASTENER HFAD STAND-OF� IS �4 �� �'* �,. ACGEPTABLE {FULLY DRIVEN} . - pARTlAL PENETRATIQN C AWS D1 . 1 -- �w4 �,,�,�,�`>:� , ��`" > �<, ` - GOLD F4RMED STEEL P ICC-ES REPC7RT OI�RIFY T`(P�, NUMBER �F FASTENERS, AND GR40VE WELD '� �°' ���� ���' ��'�``�` �A ASSEMBLIES IN�TALLATlt7N IN CONF�RMANCE W�TN 1CC-ES ` � �. REPQRT - C�MPLETE PENETRATION C AWS D1 . 1 -- ` 4 ��8� ' = 4 GRC?OVE WELD ~� ^ ` �. * '� � � �a .� Ea ��,,� Pf7V11ER-ACTUATED FA"T'�NERS FIR�T C7F EACH ICC-ES REPt�RT V�RIFY TYPE DfiAN1ETER LENGTH FINiSH AND - SHEAR C(�NNECTOR, HEADED P AWS D1 . 1 VERIFY TYPE, SIZE, SPAGING, AND L.�CATiC�NS � ` �,`�, , g; . .�'.. °�,` - PR10R TC? iNSTALLATIt�N ANCHOR �TUD HAS ANQ � � �� FASTENER TYPE BASE NIATERIAL. , , , DEFC7RMED ANCNt?R STULl (DAS} 02114I2014 { AND BASE MflTERIAL �FTER WELDING � KNI���� A������C�`�, �'� - DURING 1NSTALLATIC7N P ICC-ES REPQRT �- - SiNGLE PASS 100°lo VISUAL AW5 D1 . 1 -- FILLET WELQ < 5116° �������'�� ��� � - AFTER INSTAL�ATIt�N 104% VISUAI. -- VERIFY MATERIALS HAVE BEEN DRAWN ° TOGETHER AND FASTENER HEAD STAND-OFF - SHEAR GONNEi.TOft, HEA�ED 100°lo VISUAL AWS D1 . 9 VERIFY TYPE, SiZE, SPACING, AND LOCATIC}N� ;����-� � ,� � p�-�� � ANCHOR STUD {HAS) AND �� �° : �. IS ACG�F'TABLE (FULLY DRIVEN) . :� �G� �� �� ��-��� � ��� �� ��►�� DEFORMED ANCNOR STUD (DAS} � ���� a�� �t��rs �tru:sr, u�tr- i� i �tt ��awacr�u�. ��,�aee.u�� � rr,�� s�ct.�ac«.�s��v � �n� rr�a,9aa.wc�n� STRUCTURAL� STEEL TE�TING � � ITEM FREQUENCY STANDARD CRITERiAlREMAF�KS � � � � WELDING �C;� � - FILLET WELD 10°lo ASTM E709 NOT REQUIRED FOR SH�P WEl.D� � MAGNETIC PARTICLE PERF4RMED BY AN APPRt}VED FASRICATt�R �,��` . w� .'�� ,� - PARTIAL PENETRATIt�N 100°lo ULTRASONiC tJR NOT REQUiREa FOR SH(7P WELDS � GRC30VE WELD RADI(� GRAPHiC �ERFQRMED BY AN APPRCfVED FABRICATOR �" � � - COMPL�TE PENETRATION 1a0°fo UL7RASt7NIC t�R FREQUENGY MAY BE REDUCER T410°l4 � � GROOVE UVE�D RAD14 GRAPMIC WHERE UVORK IS PERFQRMED BY AN �,,,,� �, � APPROVED FABRICATQR ��r" � ,�: ° AWS D1 . 1 BENQ TE�T: P�R AW� D1 . 1 BENT STUD (TORQUE � "=� - SHEAR CONNECTQR, HEADED 1 /o BEND T�ST, � � ANCH�R �TUD �HAS) , DEFC7RMED 100°lo RING TEST SECTlON 7 TEST FOR THREADED STUDS� ACC�PTANCE � � ANCHOR STUD (DAS}, THREADED �GRITERIA. I . STUDS R/N� TEST; STRIKE WITH HAMMER, IF TNE �TUD � RING�, STUI� !S ACGEPTABLE. IF STUC� DC?ES Nt�T � � RING, PER�'(7RM AWS D1 . 1 BEND T�ST. � � STRUCTURAL. ST'E�L. TESTiNG NCITES: 1 . TNE WELDING INSPECTaR SHALL HAVE TME AUTH�I�ITY Tt� REJLCT WELaMENTS. SUCN REJECTI�JN MAY BE BA�E� t�N VCSUAL INSPECTIC�N WHERE CN THE INSPEGTC}R'S QPINION THE WELDMENT WQULD N�T PASS A MURE D�TAILED INVESTIGATIC�N. 2, IF DEFI �IENT WELDS ARE DISCQVERED, THE REMAINING UNlNSPECTED WELD� SHALL RECEIV� SUCH U�TRAS�7NIC C?R MAGNETIC PARTICLE TES�'ING AS MAY BE REQUIRED BY THE ARCHITECT AND ENGINE�R. AL� CC?ST OF ADDITIQNAl� TE�TING SHALL �E BaRNE BY THE GC7NTRACTt�R. � 3. REPQRTS OF WELD TE�T� SNALL C4NTAlN THE FC1Ll.OWING INFQRMATION: D�SCRIPTI �N t�F EACH WELD, ID�NTIFYING PRC►JECT: '13 . 0291 . � . l� '1 ,�; MAF�K OF TME R�SPONSIBLE WE�DER, CRITIQUE aF DEFE�TS NOTED BY VlSUAI� INSPECTION OR T�ST{ NG, STATEMENT 4F Q���y �� : �H � ACGEPTABILITY PER kWS STANDARDS. DATE : p9.p9.2q13 r� � � ; j c� � . : f �; . � � t � � K �' � REVISIt,�NS : � � � � ' � „ � � �� PRICING SET 09,Q8.2093 uz � � � � � � �c.� -- � ���MiT s�r 7 z.oa.zoa � � > . � .. � �wv . .. _ .._ . .._ , � . _ . �� °� PERMITSETREVISION 02.94.2014 � . ___ _._ �...� � ..� ., .� .. .. � � w � Z � � � ,. , e , o-. t11 f-�C � � � � � C+'3 �' � � QUALITY �; ° � , ASSUF�ANCE � � I � � � � a � � � --� z ,� c� � r� oc� � a. wd --_.� _ .� _ ___—_ —____ _--------- �` �_ — ___._� ---- — ------ — — ------ � _ _—__ ___ _ _---___._ ' ' � � � � � �� 1 2 3 4 5 6 7 8 � �, � 14" 13'- 1 � " 6'-$ 1 /2"' 15'-101 /2° 21 `- 101 /2n � 26'-9" 6'_�° 16'-3° ,,� � � i � i i ,� �_��� � i �,� i i � I � � i I I 1 I �: tcs s ; � � ; � � � �""�` � � � � � E 6" � �, .� ,�,. ...�. ,.., .� ..� ,�.. ,� .�.. ,.. ..�. ,... ..�... � ..� .A.�. ,s..� ..� � � �..,. ...., ,.. � � .�.. ... ..., ...��,� �.. � �. ... .�,. � � � ..., ..,. ..� � � � .Y.,. ... ..� �.. �.,, � .... ...�.. ... ..�.. ... .� � � Q) I � �. .� �4 ... .._ � ._ � � � .... _.. r ._ v _. v .,. _.. � _ � s _ _. _ � ° - ° � ... ._ ° - - � _ ... a. ._ � ° :� - - ° -�- ° ^ - - - - - _. r �.. � - - - - °� - '- ° - ° - - ° - - - �- � _ ..e � � � , ! i i � � � � � � � ! � � a C 1 1 . � �' �-- � E � � � ' � � � } RETAiNING WALLS. SEE LANDSCAP� FOR � � � �'` ° � '� � � _ ; , ; LOCATIQN RND ELEVATI(JNS. S�� 5340 FC3R ` � � �'"''' � . � � ; ' ; � ' � ; DIMENSIUNS AND REINFORCINC. AT "STEEL , , ; ��� �.,, � � — _ �---- _ _ .� _ ___._ _ _--- _ — _ — _ — _ - - - _ — _ — _ — _ � � �..� _ ._� � � � _ � _ __ . :� �_ _ � _ � _ __. _ _ � _ _ _ ._._ _ _ � _ ____ _ _ _ ____. _ � - - - -_-- - — - .� _ ___. _ _ ' � � WA�LS"' F'ROVIDE RETAINING WALL WITH 3/4" MDG � � � '� � + � � � � PLATE AT EXP�JSED Pt�RTION 4F WALL. � ,� � �� � � � � ° ' S�°EP TIWALL � ' � � FW3 � � � ; ATTACHED TO WAI.L. WITH 3/4'"!� HAS AT 12" aC. ` � -5 � 8 -5 ' � � t j r _ _ _ _ _ _ _ _ _ _ _ .� � � - �. - - - - - - - - .� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ , �,-�„ � � � � � � ! i � i i t � ' � ' TIVIIALL= $9" - 1t�" i � � ' � SF2 i i f � � � � � , � � � S�E 5/5�40 �. i Q i i � i � � _ r� E.-R � � i , i � 5 i i � � � � � � � � _ i BNUALL= 110 - 0 - , �, � � � I � ''� TiWALL- � 24' - 9" 7NVALL= 121 6 � �� TIWALL,= 130� _ 0° � ..�.� ,� � � � , —a- m °' � � i S34o i � � a. c� � � r � � 7°_��i ( � B/WALL- 90, _ 9�� BIWALL= 93' _ 9'� B/WAL�- 97" _ 3° _ _ _ - - - - - - � - - - - - - - - - - - - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ " � � � - -,- ~ w�c � t � T/WALL= 88� „ c�„ i � i ' � i ' i i ' i � � ' ' � � � ' ,..� ..� .... �.. ... ,�. .... .,�. .w. .�.. .�. ... ..� � ,.. .... �. ... �.. ..� ... �.. ,�.. _.. .... .�. ,.. �. ...� ,... �.�. �.. ... .�. �. .�. �. �.. ... � �.. ..� � .� ,... ... .� . � � � � � T/WALL= 109' - � � 12�� � � o._ � .... ,. L.. .. ..,.,� '�'' � � � � � � � � r � �.,a - - - - - - - - - - - T/WALL= � 09' _ 6° , i i i � i ' � '- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ' - - - - - - - - - � - - - - - - - - - �- - - i - - - _ e _ _ .� - - � - - _ _ _ _ _ _ _ � .,_. _ _ _ _ _ _ ._... _ _ �. i .�, � � �- c� � � __.._.e...r � � � ` B/UVALL- 83' _ Q�� � I ! � ,�, � � � �„ � � _ �� _ .fi� _ _ _ � _ ,_____ _ � _ __.__ _ ____, _ � _ .__. _ —. _ __,_ � _ _._ _ � _ __ ._ _ — _ e �, � _ � _ _ ____ _ ____ _ � _ ____ _ .� _ ____ _ - — - � _ _____ _ ____. _ ____ _ � _ ____ _ _ ____ � �._._ _ � _ _ . _, _ _ . � _ ____ _ � _ � � _ � _ .__ _ _ _...._ .. _ v. _ _. _._ _ . _ � _ � _ ____ _ _ _ (� � � � � � � + � � - ' i E o � � { � ",�" � ' � ' � �. - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ FW1 - - - - - - - - - _ -- �, r - - - - - - - - _ _ _ �. _ F11�/� _ � _ _ _ _ _ _ � _ _ _ _ .,... _ _ _ _ _ _ _ _ _, � i I �"''*� � � � � � � � - Q r � _ _ _ _ _ _ _ _ _ � i , ' „ ( ( � 1 � � , n ' t , i � '-2'!_ - - - - - -� — '"�. I � -s , � � s� � T/WA�L= 109 - 41J2 ; , s�� � � , ,� - .. - _ _ _ _ _ _ _ _ _ _ _ _ _ _ �, .� _ _ � I i i ° i � � ,.,a � � � i i 3�_p�� � '`• ,,, APPRflX1MA�T� EN�S OF' �F � � � � � � i ' � ' i ' i i ' i �; � � �, i �`` �•. TEMPORAR�' E VAT�IC}N � � ° � � � � B/UUALL= 110� _ 0"` � � � � � � � I �I � � ' j � � -J" � � � � i cn , � �__ �. SHORIN� W�ALL (� CC�NTRAGTOR) _ ,� i � i t i F' .�C �C i � � <C ,�t ,�C ,�G i � � � � '�. � ��_��� � i �}}} i f � TIWAL.L= 88' - 5° � � ' ��:. `'�h- i ; � i � � � `'�� i � '�.n � B/VIIALL= 97'�� BIUUALL-110' - 0° 8" ' °'' � 1 � t Cl.7 t i � � � ' � 1 t Y— � i i � � M I � � !I�! LL1 ! ; i W LL! LU W I � �— f I I � � •�. t � �_ �� � 1� � '`� rwrw��irw � E- H- , , r- �-- �-- t-- , i � BIWALL= 100 - BNVAL��L= � 1'�3 - 6 , � � � S340 � i tra c�a � � t� try u7 c� i i i i __ _ � _____,_�,+_. _ � i � i i � � � i � i TIWALL= 135' _ 11 " i � � � � � � i � i � i � � i � � � � " �" ' i � i i _ r � � 'r`+• � � � ► � , , , TIWALL= 124 - „ i _ _ _ � �"► � � � � � � i � �� i ' i i '- _ _ _ _ _ _ _ �_ y � _ _ _ _ � _ _ . �;? _ .�.. _ _ _ _ .� � � ,� a ' � � ' � � ' �/WALL= 87 - 6 , � , � � � ' � I � .�^ >� �,�<;. a; � i i � � i � i � � i � � � i � i STEP T1WAf.� _ _ � - � _ ._._._ _ .�--- _ ___. _ ____ _ _ �____... _ -- _ ____ - � i �` � � ��� ����,��" �� °°''. _�___.. �_ __._ _ � �°•� f'� � � , � � � 1 _ _ _ _ _ L _ _ � � .� `�' ��' `� �. 1 I 1 � n � t ( ! I �� � I � � " �.�' '� �` �kG�` ' . a °�° �` �� I � � � 10 � � ,� 1 � ST�P B/WALL � � W �.�� � ' � �� � � � F� "�` _ � i i i � B/1NALl.= 84 • 6 � � i i � i �aF1 i " .: µ u' 1 "2 � � � " ��.� � { 1 � � �ir � �n 1 � � t , � � � �+ f � L. ._ _ _ { _ � � � �� i �� �" �� � ! � i 1 � n � n � � � � a ! " R �, 1 1 = I �.?T�� _ `" "� ,� ''�. � � { �,���� �,_��F � �_��� � � � BIItVAG�.= 83 - 0 TIWALL- $$ - 5 � � i , �, � � TIVIIA�L= 126 - 4112 � � � � � ��'� �� " p <;, �,��� ^ i i /� i � i - - -� "� .� � .� � � t � � °� �'� w�. . � � J TNVAL� � ! I � n 1 !' ' � � � '� ^� 'Q I � � � �y f'_`°r; « <� ;.� �>R>" � i � `� i i�� s55o �- _ _ _ ..�. .� � ' � � ;�c �c ' � T/WAI.L.= 104� _ 1 ° r`ii i r- w '�� B/WALI. � � i � -�- i � � � � i TIWALL� $7` _ 9" � �o ; � W m m m i � ._._ _ i i � � 02f�( 4/2p14 � t � i � i �� � i � � � � � i _ _ _ _ _ _ _ �_ �J L _ _ _ _ _ �� � � � i � � G71YY��..�W �.�� 4 �f� � 1 1 � � r _ n i �n I ! � n� � _ u � _ � n � � _ � � 'r" � � � n � . B/WALL= 87 6 � BIWALL= 87 - 6 BNVALL= 90 9 BIWALL- 93 - 9 BIWA�L= 97 3 1 -2 � ! �„ � ��r � � � 1 TIWALL= 109' - 41 /2" , STEP � � __ . � � S�1 � � � � ��V���� AR�I���`��� �C � � , � � � � ; � i T1WAL.l. ! � � � I i T1WAl�L= 103' - 101 /2° T/WALL= 126' - A� 1I2" "- i � � ���1��'1�a�1� 2�1� � ' � � � � � ' � _ _ -- _ _ .-� � � i � � °' i i i ' i � - - - - - - - - - - - - - - - - - - - - - - - - - � , $ - - - - - - - _ _ _ _ ' - - _ _ _ _ _ _ _ _ � _ _ _ _ _ _ � _ f _ � STEP� T/WA�L � � � _ _ _ � � ��� � :���� � � � � ���`� � � i t � - � i � i , � , i i i �TEP TNVALL �--------�-- � . �w��.,�,..,�.� _ � � ,_ _ -F-_ _ — _ — _ — _ _ — _ — _ — I _ � . �____ - -- - --a- _ ---- � _ — _ --- _ — _ _._ �.. _ ____ _ � _ � � _ � _ � _ _.. _ �. . .__ _ — _ — � �- � I I =� ,.. �' � ,;�.. �` _ � _.�� ___�_ � .�._ _ ______ _ � _ �_ _ - — -- — - 4c�za�� u�rertrs� t�r�eet ��vc�re� � � I � � � � STEP TIWALL � --�--�--- � � �� � ( � � �., .� ��� ��� �,�� ��. ��- � , � � i � � � ' � — - — - — - — - — - — - ! _ r' ' � , i � i � i �� i TNVALL.= 195 - 101 /2 TNVALL- 119' - 3" r i � I � �����,�Q�� �� ��� � � � _ � , TfWAl.L= 109 41 /2 � _ � ���.���. � � c� i i �- - - - - - - - - - - - - - - - - - - _ _ - -1- - - - - - - - - — _ _ _ � � - _ - _ - _ _ _ _ _ � _ _ - - - - - - - -� _ _ _ .� _ - - - - - - FW1 - FW2_ _ _ _ _ - - -� - - - - - - -, , � , � �„ ��� 1� � t � I I � � p � p�qr . �p � i � � � I -+— �F� � � ; BIWALL 97� ° �� ' + � -�' r�x s��a.�+�+�.sc�ra� � , N � � ( � ( � i � i�t Y Yf'1L�"' t7�� ° 't'+t, i � 1 a��Jr3� � � �� �� r� �wr. wr� �rr rw rrr �� i � M I 1 I � . . . �J �. L �rr. rrr �rr .�r .�w r.�r .rr +rr wr w.w �r.. rr� rw rr rr .�o .� � ro 1 I 1 — _ �. ... _ _ _ _ � _ I I , - - - - - - - - - - - - - - - - � � r T/WALL- 114� _ a° 1 � .�- � � � � � ,� � � � ' ' i ' G � i ; ' � E � � - � �- - _ � '°�_'�,_ STEP� BNVALL � � � � � I � � � { , � � � � � � j , I i 1 i � ; i � � � STEP fi/WALL � ' B/WALL= 1 QO' - 3" � � w��'. � � � � I � { S�fEP �NVALL --�'- t- - -� _ _ -� _ � , � � � 1 � ___�_ i � i � �:�` � � � 1 N � 1 � ( i � � � E ( I ( ! I I I � � � i i i � � � � STEP T/V11A�L � � � � k � � i i g � � � 10"� � � � � ! � � f , k � f ; ' � I t � ' I ' I I � � � � � � i � i i i � �/WALL= $5' - 0" � � � i � � i � � � S310 � � � ! � "'� � I I Z 1 E _ ! � � � I ! 1 ' � � - - - _ _ _ _ _ _ _ `. _ � _ _ _ _ _ � r i � _ _ _ ... _ _ _ _ I � � � � �- � - -� STE� BNVALI. � � ��� � � � i ` i i � � � � _ � ; ; � �' �. � � I � � ' � t E ' � 1 1 I � i � I � { V7 � � � � �� *"� "� ; � � � � � I � ( ! I � ! � I � I � I � M�" � r�'" 4 � i � � I I � E I 1 � i f � I I 1 � I I I I � � ' ' ' � � E I 1 � � � r-- { � � � � - -�_ _ -1 _ _ _ � -I � _ _ — _ - - - _ � _ � _ � _ � _ __ � _ -'i---_ _ � -�-- _f -- f_ - - � �� � � � N � t I I ( i � � C,�/') � I � �u� f � � � � � � � � � � � �ilM�l� ,� � � ST�F' TNVALL ' � i � � i ' � i c�a � � c.i i � � � � � I �- - - - - - _ _ _ - _ _ -� � � � r' i � i � i r � i � � � f .. � ., , , i i i � � � `"' � � � �, � � i SEE 5/S-340 � � � � �_ � � � � . � r �� � � � I '�� '��` � f � �, . � �r— I � 1 1 � � I I ° t .P ._ � I � � � t i � � � � j � � � i 5313 � � � � � � . � �. s ' y�� I � � � � � � 5550 ` ' � -. � r � T/UVALL= 88' - 5° i � � � i � � � � $" � 10`; � '�� � . . ; ; . .... � - .,,�._�" t `'�...._�_. . . � ,j .._. � i � � � � � t , � � � � � � � ; � � � c,�„v ��� � i i i � � i � ; : �:,._ »_ �� �__ � � � � �= � _ _ _ _ � � i i � r � i � i � .. ,. � �-� � � i � � 1 '_8" ,r.. � � i � � � I � � � BIVUA�.L= 103' - 6" � . >�. � � ,�. � m. � � . . ,._ ! `" _ __._._ . _ . �_. � � i � � � �� � i � I ' ! � � f � FW4 2'-8" � BIVI(AI.L� 83' - 0° � i i � i � i � � � i I i 3 � ' � ���� S312 �Q � � � � R _ � �� E � � � � i I i ` i ' � � � PRO�IECT: 13 . 029 � . � . {� 1 `a { � � � � TIWALL- 102 - 81 /2 E � i � � i � � � � � i �� � i � ! , � � , � DRAWN BY : KH o � � , v..� _,_, E � � STEP T/WALL -w---�-�--�-��- ' � QATE : 09.09.2p13 r`' � � � ° � �� i � B/WA�LL_ = $5' - 0" � E � � � � � i � i ' TIWAL.L= 115' - 1 � 1 /2" i � i `�- � � � � "� ' m E- r .� � - - - -, � ' ' I �° � � � � T/WA�L= 9$' - 10112"' �- i � w STEP T/WALL � i ► r i i � i ca i � `�° � � ' � � SF2 c"rr,� TNVA�.L- 116' _ 0" ' 2'_2�° � � � i � i SF1 i i � REVISION� : �.._ � � � � �° � ' � ' 'TIWAl�L= 109' - 4112�� � � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � � � � � � �. - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ a i � � � � - r - �� ° - �, � � � PRICINGSET 09.09.2413 ` � PERMI? SET 12A9,2013 � c� _____________ � _ ___.E_ ! _ � _. _ __.__ _ _____ _ �. _ _____. _ ___._ _ � _ �. _ � _ �._._ _ _.0 _ .� _ � -+ ---- - ----- - ,�,r PERMIT SET REVISIqN 02.14.2014 � ` '� ► r �;r i � i i � � � � s� _ � STEPTNVALL � , � FW3 � _ _ _ �. � _ _ _ _ _ _ �.. � � � - -1_ � _._ .� _ .� _ :� _ � _ � _ _ � _ � _ � _ � � - - - - - - - - ! _ STEP NUALL _ _ _ _ _ _ _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - - 1 "�' � � STEP BNVALL --�---r-�_ _ � .�. - - � - � � � � � _____ � ____ . _� ____ _ ____. � � �" , � SEE 51S-3�40 � 1 i � , � � � � � — w �� "- � � j � STEP BIWALL � I � r.. � � o ..`�t� c;� { , � � i - - - � � i ' ' FfJUNDATION PLAN NOTES 1. � ,.� �.: .�.�. .... .... �. ,�. ,... ' � .� �. �.. � .,� .� .�. � � .� „� ,� �.. � ,�. �. .� � �. �' � ,� .1 � 1 I I I . . � _ _ � _ _ _ � .� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ �. _ _ _ _ _ �. _ _ _ _ _ _ .� _ _ - - �- - - ° - - - - - _ _ _ _ _ _ _ L ..� - - - - - _ _ _ _ _ _ �..� _ _ _ _ J ' � � I B/WALL- 10TI _ �f! i � , i E _ - = - �•�•• ••�• ••,• -•• - -�-•� -r' �-'• •-' -• - ,,•�� �' -' � ••• •- --"- 1 . SEE SQ SERIES SHEETS F4R GENERAL NOTE�a, �YMBOLS AND ABBREVIATIONS. i � � ,�, � _ _ � � � � � � 2. SEE S3 SERIES SNEETS FC7R TYPICAL Ct�NCRETE DETAILS. TMIALL= 115' - 101 /2" � , � E i i i i i 3. SE� S310 FOR TYPICAL FQOTING DETAILS. � � �_�° � � �_2�� � 1 �_6" TYP � �EE 5/5340 � I i i i i 4. SEE S313 F(.�R TYPlCAL Ft7UNDATIfJN W/�LL DETAILS ANQ SCHEDULE. � ! ;� ' I r- � � a � � � 5. SEE ARCH FOR T/STONE LEDGE ELEVATI�NS � � ' � vc� ` i { � S. SEE 5JS-340 FOR SiTE RETA{ NING WALL i _ � _ �____ _�___ _ — _ _ _ ._.� r _ �o _ _._.� _ � _ ____ _ ____ _ ___._ _ __._ _ .____ _ _ _ _._. _ � _ A � ' � �E� i �� � r n � r n � n ' n ��n L7�j�epr� ( �n CSt � ¢ ��(? � � 3 -11 , 6 -8 � /2 � 15 -10112 � 1 -9 9 � �. � ,�, � ° � � � J � F{JUNDA ION P �.AN � ► °� :. �, � o a Ft� 1JINCI,A►TI � N �' LAI�1 �,�� c� � n- � �' z � 114'" = 'I ,_0" '� 0 � � ° � `� � � ---- -- -- -- - --- ___— _ __ _ �_.�u—�_ _ _�_ __ _ _----__— _ ---- -- _ _ �— __ --_ _a--------- — - 4 � � � � �; � 2 3 4 5 6 7 8 �; :x �., � 107'-41l2" , � x ua ' 13`- 11 " ' 6'-81 /2" ' 15`- � 01 /2° � 2 � '-101f2° L 26'_9�� ` 6�_0" � 16'-3�� � � °� -------,� ,�,: c� � � � � � � j ~ X � � � � � � � � —��, ��, f `� �/� SUMP PIT FOR PERIMETER ! � � �` � , � , `- -- '' DRAIiV SYSTEM. SEE G1VIL � � � � � � � � � � ( � ! � ' � � � 1 , , � i � i , � _ O � '�✓3 � � � � � � � �� � � �� � � � � i I ( � � � i r�� � �"�' ! ; I I : � I I I I I �".'"" C� � � _ ,� �. ��. - - - - - - - - � _ � _ � _ s _ __._ _ � _ � _ ____ _ , � ,�- j , � �„j t � i � f � m i � .� � i _ _ � _ _ _ _ � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ; � I i � � < < , — � SUMP PIT FOR PER(METER � � �' � � � � t � � DRAIN SYSTEM. �EE CIVIL ,� ,,,� � � I i � � 1 � X � I I � r- � ' � � � SaG6A � � � � � � / � � � �� . � � � i ; .� y --� � � � � � C74r`�n G � I a_ ..�- I � � I E I � { � 1 I I I , MM„'"""° � '�..�1! ! I ; E ; l � 1 � � c ' HSS6x6x3/8 � � AT MECH � t 4 � � � � � � gp1 ; � EQUIP ssso E � � _ �.. _ _ _._._ – — – _u... _ .__.... _ ____ _ ____ _ � _ � _ _ � _ � _ ,� � � (� _ . .. _ _ _ � ._ ______ _ � _ T _ .____� _ 4 _ � ._ r � _ � _ _.�.. _ _ _ _____ _ � � ___e_. � _ ,_.�.}- _ _e.__.__ � _..�.,..» �. __.�,: �. � I� � � _......�„ ` _._._ _______ _ _ .� � ._ _� .W. .� .� __.��_. ._ .._.�. � __--__. �.. .� � _ � _ �- ,.� �. .�. � � �.: _ _�.___� �. � _. � � �. .._.�. �. � _. _. �. ,_ ,.�,._ ....�:,M. ,_ °° "—�' "' x , ; ` I � i � \.i T M l` . I I I s .v .... _ � e ._ s _ � _. � � p � l _ _ _ � .� ... _. _... ._ ._ ._ � .... _ Lv � ^ e _ e � s � w � _ i � L _. _. � _ _ �. .._ ._ ._ _ _ _ ... _.. evmm _ � _ � _ v _. ._ _.. _ ,... _ _ e ._ vv ._ _ ._ vr _ _ � _ � � e _ � � _. _ _ _. _... �. ._ � ..3 � � � . � � _' _ � � _. ._ _ � s � _ .� ._. _ .,L ' . . I -) � . �. � . . . . , � [wtw� � ( I ( . ' � � S ' ' � � � lIIIIAI/��A�f� � I I ; � � � ; ; � I � � f � F � , � , , � � � � : _ i , � i i f � � � � � i � i i � ; ; I � � +t k i � I � I i I j ( ! l t^-- I i ; I I ; � ; ; � I I `� � � � S I 1 � j � E t 1 ( � � � NSS5x5x11� � � E { � � A� EQUIP s3sa � � ', � � � � F BP1 � � � ; ������ � � � ; � � � � � � ; � j ; SC7G�A SOG6A ; � � � � � . � � � , � � ; � ! �� � � g5'�" 98�_3° a , ' , . , ,, :,,,; . � � � � _ — _ --4— _ _ __._._ — — — _ ._.._. _ ____. _ � _ — _ � _ ____e � _ � _ �_.._ �' .`5 $>�° ��p ,,� a ;m � � i i ,., �� .,��Z/ '•� s � � �`f �(�G�A ` -��,?� �°� �,�: a�+� � �� � � e� :: cv � j i � r � � � i i a � i � '�,�� '� . �r��y� ��� ���L � j ��E��ar � I �� I I �� � /f� !JM�� ,. f♦ ,IIMJ��F 5. B`� � PF��.I �R t i � 2 � � i ' i _ ____� i � � ;�'r' g�, «,-� � Y � ,� �,, � � � � �P 5330 , S390 i � � 5211 4 i � � ��� �p �� ��. �4fP: f µ 4 9. = � i - - ��-- _ _ — -� - - - 9 � C E °��� , �' � � � � ' � I � � a � ..� ' I � � I ¢ +�r � ekb:. I � i ° 1 � � � � � ��30 � � � � � ( :�o2i�����o�� � � , � � , � � � � � , � � � � �- � � � � � , � ��� � � � � � �� I , � ; � � ; � � � � � ; � � � � ; � � � � ������ ������r���� �� GQNCRETE; PAI� STA(R WITH STEEL � � ' � � ; � �� ��� � ` CHANNE�. �TR[t�GERS BY GON i R. ' � � � � ' �� � � � � � , �������� 2�� � - - - - - _ _ _ _ � .� �-- - - - - - - - - - - - - - - - - - - - - - - - � �' � � SEE ARCH �(JR �ADDNL 1NFQ � - - - � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ i � i i - - - - _ _ _ _ - - - - - - 1 - - .� - - - - - - - - - _ _ i _ _ _ _ �-. � 11 Y1+1u �,;���`� � t t� ��t�° tr� ` � �yw111 � .:� i � { � I ! I � � � g1 � 1{!� � ` �' nc�taau�,-�ricc �rsz� �n+�� n� � �. 1 I � . : , ' �, rwm.� � o-�n. uw�.wl:. ar. r��+. s�:- �.�sr.++.t .v -.r�.-sL.. �. var.us.. �.. ��Wi. r.. ..� ..�e� .�. �u.u..r .�... umm�s�. .wa. r...p..�. ...w ��(�� w� '.�.+.�+. :iH. '.S"'r . . ..�.� .� �. _ _ .» �.�. �. _ �� _.. ��...� .� ..�_ _ _..._ .` _ ...� .��. �. __ _ ...��� '. .ua .�—+u�< .0 ,�.�...��r:, ++.r. r..�s«�. �.... ' � � f ., .�.�.�. � .a�w�m .�.�.-.0 +,�- ..}�.�. ..r. +ee�..wu.r 'lII�II�£3���+����� � —. ...� r«�._ � .._ �..�_ ...� ' �. �_ . _ . � .�..�_ _ � ...e �..._..�..r.. ..� ,a.�.r.r., .� ' � ..� ' �n» »».....�.�. ...� ..�-.....r...� , J . , � .. .. . . . � . ; ...� ' :.-,�.. ' • F, F d 11 > > - .._ , , , . ` ' . '. , :' n ' ��S '� � � � . , .. . 1 . . 1 , . � r . . .r /1.� �6.a�'� �.�.� ���� ��`��S n�! �}'��` �b � � � � ! � � ' � ��%+r.rac+sc+ �rat.�w� lsxr.�� ! � � � �. � _ _, � � � i 1 "� I I ��ta.�r�a.cQC�� � I I 1 � � �n�c sn�o.+���.�c�a� _ � Cy � j � I I I � ' � � I � � I � I � f I 1 � � l � ( � I - { I ua � i � i i S330 � � ' � � � � C� E i i � Pi i i � . � i , i �� :� �,,,r� � � � M���X�X'� �� � � i i � i �����► �. BP1 �.. _ _ _ � ` e I � � ( � 1 � � ' � � � � � � � I { � 1"at"� i N � � � � i i i 9 } � � i i i � � � ` , � � i � S33Q } � ' � � � i i � 10 i � i i � � � I � I ���o � � I i � � � , , ��s�X�X��� , , � � a , � � � � � BP1 � � � ;,;��r" �,c � , , ; , ; € i i i �:`�"" � � � � ; I ; � ; _ _ _ _ _ _� _ _ _ _ _ __ _ ____ _ ____ _ _ _ ._ _ __ _ __ _ _.__ _ ____ _ __ _ �__ _ _ _ ___._ _ p �ur � � ' 1 i � i � ; , � � � � � � ( � � � sa��A � � � I � � � I i i � � � � ; � ��'-� � " ; I I t . � � � � � � � �- � w� . . � 4 � � � � . � � � � 1 � 1 � .: � � _ � r' '=, � � I ` i l � � � � � � t � I � �� -' f I � . � , . .. _ 4 .���'» . _,� .� , .,, nr� .. w , . . . .,, � // �-- - - - - - f 1 = J � � � � � � I 3 . _._.. .�_.._ . . ,.�f � -t....- . , ..._ ...._. . ,. _- c � � C � � i [ ' I I � , f.. . . .. ., ..r ._ �, .. . ._ ., . N � � � j { � � � � _. . . _. ....� w.w � x .�, � C.O � �� � R � t �� I 1 E � � � ' � I i � I � � PRtaJECT; '! 3 . C}291 . S . D1 Q , 1 � � DRAWN BY : KH � ,� � i � ��� � � , ,.� �� � � a ( I Q9.09.2Q13 ,�'c�. � ; � � I � _ � ( I � 1 � �-- � �; �� : t. . � � � y ; � i r 0 � � ���� �� 1� ���� � I ; �� �� � I i I R��� � � ��� ; � '` �. ! ' � _ _ _ _ � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � t � � � PRICINGSET 09.Q9.2013 _ � � � � _ _ _ _ � � _ ____. _ ` _ � _ � _ ___._ _ � I- — - — - ____ _ _._ _ _ ____ _ � _. _.n _ � _ ____ _ (�.v ... _ � _ �.. _ �+ PEftMIT SET 12A9.2013 � � �: : � � i � � � i i �+ PERMIT SET REVISION 02.14.2014 � ~ ' � � � � � _ _ ..:�,_ � � :�.._ � .�:.� � -� �---�- -� - - — _ � � 3` > [ !. , �4. � � �, � ; I I i �' W ' � . . � W �C � � � � � , � � r= _ _ � �� �.�, � ' � � � r� c� E � � � �� � Ft7UNDATION PLAN NOTES ' � � = 0 - - ; _ _ _ _ _ _ _ _ _ _ _ _ _ � � v' , � , � '� . SEE SO SERIES �HEETS FQR GE�iERAL NOTES, SYMB�7LS AND A�BREViATiONS. � � � � � � � 2. SEE S3 SERIES SHEETS FOR TYPICAL CaNGRETE DETAILS. I ( ( � � � � �. SEE 2JS330 FOR TYPICAL StA6-aN-�RADE DETAIL�. � � , 1 4. SEE ARCHITEGTURAL DRAWINGS FfJR VAPOR RETARDER Lt�CATI0�1S. CQNTRACTOR SHA�L INSTALL I , .� � � VAP�R RET'ARDER PER RECOMMENDATIUNS t7F PCA AND ACI 3a2. 1 R-04. � � cy ! i � � _ ___. _ _._. _ � _ � _ � _ � ,_ ____ _ __._ _ s _ ._____ _ __. _ .`.. _ ____ _ ____ _ � _ ,.._...�._ _ ..____ _ ____ _ � � I � 5. SEE ARCHITECTURAL AND MECHANICA�. DRAWINGS FQR SLAB SLC}PE�, dEPRESSIC�NS, F{ LL, PADS, AND �; � ! CURBS N4T SHOWN 4N TNE STRIJGTURAL GRAWINGS. � � F�ECREATION LEVEL � ° � j i i j s. SE� 5310 F4R TYPICAL F4C77'ING D�TAILS�. i i i FI�UC� R PLAf� � ' 7. SEE S312 FQR TYPICA� F(�UNDATION WALL DETAILS. � � ~ [r►.E � � ��� � � � � ��G � � �``�� 8. SEE 5100 FC3R T/FTG AND TNVALL ELEVATIQNS m �?- � c.� a v °- � �.�z 9. 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H�� ! s��� s�o� CHANNEL STRlNGERS BY C(7NTR. �.; � � � � I 1 � � ' � � � SEE ARCM F(JR AG�fVL INFO "' `�' cr' � � � 1 c�r� 1 � a�a i , � � �1 ,��T1 � � t� ,��fiE t� � a: E i �� �.�-. � ._ i �` � �: 3''� �r,��� uc.rer� � errrs ��v���e� _ � _ � _ � _ � _ — — — �* �t � p ,�. �,:� — -- - - - - - - — - - - - — � � — ! r.7�V`tl'1 I n - 2d� F#�lk ��rntt�' ltiat' C t f.� M .. � - � � „ . . , I � � � ' � �,�"� � �a � � . . � i � �S 1 ` �� � t� ,t� ( I1 �[?'lt M131ss CTtitJ{Ff5/\tTP 9� d4 .. - . _ _ . . . . , , . . , . , , . , , .., , . . . 7 � � W10X� 5 W1flX30 -- �c— � ; ( � i � V�t 'S � � 1 � � ���F�ar:.cczc��z e,�z �'TCJ<4�.6.GC3t3SJ � S310 � i � ����X�X'� /� � I i �o � � ;�' � �, �� � � ��� � � � � �� c'`� i i W10x15 � p , � �� a � � � �. � , � � � I � � � 3 _ � � , ; � � � --�.,- � �. � � ; ��� _ � ; � � ,�� � , � � � � �� : � � � , � , � � ��� � � , , � � ; � x � � ; � E ; � � so��A � � � w� o�� � � � � �/r� � � � ���" i '� n f S 1 _ Y Y i �X�� � � �, 1 , � � ! � � � � � 4 _ � � � i ` �� �� I � I � ' �����1M�M� � + - `� � ' � ' GONCRETE P�N �TAfR WITH S1EEL � � � � �� ;r� � i � � c� ��"" � ' i ' � ; t- � "' W30x30 � i � GHANNEL STRING�RS BY CC?NTR. ; � �� � � .' � � � ; 1N10x15 ' _ fi � SEE AR�M FOR AQDNL fNFO ; � � ;� - � � "�' � 2 � _ � `-"'',,,.�. ---- � � � � i 5501 �� S531 � � � ' � I r � �w�"i �.€ � i: i d 9 ��/ /y +�/� '� - -�-� — � ( �� ;�"`» j = � Y Y � V��3t1 , i � � I � M� � � � � � � � 1 I CKt �G � � 1 �' " j I � � � � "' +a� � � ,-.��, `�' � HSS6x4x1 /4 --- - — - - -- -a---- - ! J +-- - - - --- - �*� � _ ' W10x15 «a BP1 � _ I_ _ � _ ____. _ � - -- - _� _ � _ ____ _ � _ _� � � � a ' i � � SOt�.aSA ��i� . i � � i i � � � ,� �" i � � � �� i S336 i *� � � � � E � a� -� � � � `� ; � s �.+ � �a��� gk � W10x30 9k � � 5313 � ° � � � ' ' �. � (� 3 "� � I 6 � � i i � � � � � / "� � � i � , i � ' � � • • � ��� � � .T. ��� � � . , � � � � . .. � } ' �. � � ( �. HSS6x4x1f4 . � .: � � � ; � � � � , � BP1 � :, �� i � ��: � i y ; � ` 9k � W10x30 9k ' -- � � ' � �� � � � e .��� nm I f � ; I � _. . e� �7'"" �.. . , . . .. . ..�...� . . �� � � N � � � � I � r��J�� _.� .rn v� . ��_I .r— � � � � �: � � � _. ,, . � �_. . � � � , '�C �- - - - - - - - � H���X�X��'� � : � � � __ �. - - _ _ _ _ _ _ _ ._ _ _ _ r 3 � � _ i BP2 `-'�' � � , . . » �_ ,�� �w�� � � _ . . . _ _. _ � ��n.� - w PRC7JECT: 13 . C7291 . 5. (31 � � � - �! i I '"' � � � � ,w . � � DF2AWN BY : KH ,.��„�� � � i 9k W10x30 9k � � I i ! 1 DATE : 09.49.2013 � [ 1 � � i � r { �"' � � i � � � �� _ � � 1 " ! � � _ � � � { � � ��,�� �� ��� : — L _ � _. _ _ _ _ _ _ _ _ . _ � _ ._ � � _ _ _ J � � � � i � �,,� # � , - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � PRICINGSET 09.Q9.2013 � +c� � � � � �.rs � , � —�° `- � 1..r PERMIT SET REVISiON 02.04.2014 . s � _ --- _ _ -- – � [� � i 1 � > i � � . � i � CIJt �'— � Z [� _ _ �" . =� — — — — � C� � t � � � � � � . � ! � � � � ����� �� ��� �� � �� � � �� � �� � ! i o � o � � � �TEE�, FLC�t�R FR�MING PLAN NOTES ' � ` _ � ( i '[ . SEE SO SERIES SHEETS FOR �ENERAL NOTES, �2UALITY ASSURANGE NOTES, SYMSOLS AND � � � , , � + ABBREVIATIONS. � � � 1 � ( � 2, SEE S5 SERIES SHEET� FtJR TYPiCAL �TEEL DETAIL.S. � ' 3, SEE 5530 FOR TYPI �.��. METAL D�CK DETAILS AND SCNEDULE. , , , I E 1 j � I HAVE A REACTI (JN Nt�T�D aN� PLAN, PR{�VIDE CONN�ECTIt3NAWfTH M1NIMUM�CA ACfTY p M kTHAT DO NOT i ( � A °• � ° � � � 5. SCREED CC}NCRETE TO PROVIDE C�NST�NT THICKNESS _ � _ ____ _ _,,_. _ _.._ _ .._ _ � � — - � _ ____ _ n _ �. _ � - — - — - ____ _ ,� _ � - — - u� � �; � I I I s. SPAGE BEAMS EQUALLY BETWEEN �RlD LINES UNLES� DIMENSl�NED OTHERWISE. � BEDR(JCJM �A�IREC � ° ¢ I I � � 7. TOP tiF BERM ELE`JATiON = BOTTaI� OF METAL DEGK UNLESS Nt?TED C?THERWISE ON PEAN . I I I { B} FLQC� R PLAN 8. SE� 510 � FOR �QUNDATI(7N P�AN #�C�TES � � � � � � �� � �I� � � � � � � � �� � L �`�p 9. SEE S100 F4RT/WALLAND TNVALL ELEVATION � oU � `�' �p 90. SEE S100 F4R FQUNDATION DIMENSI�NS -' Z �[^`+�' � 114'� = 1 ,_�,0 �- . 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Q ° � � t--+* c� ( � � PLATE STRINGERS BY G4NTR. SEE � � � � � , x ° , � � ° , , � s�� o � ss�� SEE MECH FOR LtJ AND EXTENTS � � �L� � � o , � ,� �, � , ARCHFQRADDNLlNF4 # -.�. =� � � W10x� ' 10k � � � W10x4� 10k � TYP AT MTL DECK � � � "� � �.�....�� 9 ° � � Q ,,., ,,s� � � 5539 � � S� � � i 5321 � �G �dN� W�G� I � M�.��' � i � � � � i � S313 � S321 � � � � w� 0�4 � � w� o���� � � � �� w� aXsa � � �� � � , � � �; ___ _ — , ____ - — - — - — - — - , _ _ - _-- _ --- _ _ 4 - , -�.- ,: - - � "` '� � � � � ' � � i 4 � � � _ _ _ -# - - - - - - ° HSS6x6x3/8 � 10 `s' i � c�i «� o c�`-� o � � � � .+� ssos r WITM W12 , , N ;�, HSS6x6x3/8 �- �- � T- � � ANGLE LENGTH s�2a ; E � I � : � : � � W10x15 8k � VJ10x45 8k E � ` � � "�. 1 `-51 /2° � ,� W10x15 �r� � � � �► � ; (j � C � t' e C �„ � f I �' 5531 _ � � W10x15 8k W10x45 8k ! � .�Vl.3A� g ' ' � 1fl9 -9 4'-5" 4'- 1 " 4'-5112" 4'-5112" 4'-5 � !2" � � TYP AT WAL.L. 7 � . , �, � � � CORNERS s3� z t �� � � � � ! � � � � � �� � �� � � r j � � � Cf' � . . .� �. .� � j , � , xa � .�ya ,, t`5'S N f+r�y` x . R�`�' �,�, _�. �ta o � X ° c' � � � � x � � ,ia� ��� R ��l+� (�v"� g {/ �/��1 (}�//� Q � < �'�:.,�:.. � � � � Y Y 1 Vtl i � Gtl � Y Y i VA�f� V� � � +�•�, �" Q d Q � — � �. ____�. � E _ �...� _ � �d',r.. �., � � � � =" ' � � �' � � :� i ��,,,"�����. ���� ��. 5231 � � � � fi 8 � ° 1 .5VL3.5V � �, � � �` � � � � � � s�s� � � VAR1E5, SE� ARCH � � � i � � k�° ;f � ;� �4 �. � � � . � �� . W10x15 8k ' W10x45 8k W30x� 5 �� 114'-5" (MAX} � , W10x15 , � � , � ���, ,� ,�� . � . 4 �r�r��r � z i. < s . ., :, .. � _ '� � W10x� 5 � � � : . � _� ..., ' s�so � N , , 02/14/2014 1 4 � � i 2 � 1 `-5112" � � � � s�o� W10x15 8k (� W� Ox45 8k � � ������ A���������, �� �,___.,..� ,...., �_,_......`.,._.�..�.,�...�. HSS6x6x3/8 � � + BP1 0 ! � � 4k , W10x39 1 (�k � ��������`�� ��� � -�' � � CQNC6�ETE PAN STAIR WITH STEEL � .x � _ " � � � o o� � � � __ � HSS6x6x3/8 r, � � �, r- � �- t- .�. � , r � ����r� �r � � ���rr � � GNANNEL STRINGERS BY Ct7�1TR, � ' � � � �� -`��� � � ��� �,�,,� � 9kW1 (�x19 9k + � - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ _ _ � �, - - - ,- - - - - - - - _ _ _ - _ - - - T - - - - - - - - - - - - - - �- - - - - - - - - - - - - - - - ,- - - - - - - - - - - - - - � � �.�� � � � � "a �� � ��,-4� � ,��� ,� �,��� � ____ _ _. _._. _ _ � _ � _ __.__ _ ���-ARCH-�QR�flaI��tN�O-- _ � _ _.� _ _ _ _ ____ _ � _ T _ — _ � _ _ , _ � . _ ._ _ � _ � , _ �.. _ - - - - -,--- - -- - - - � - - - - _ �.. _ � _ � _ � _ — z , C�?NCRETE PA S AI E _ �. k�n � .� i ; _ _ _ _ _ _ _ _ _ - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - CHANNEL STRINGEI�S BY CtJNTR, � � � "�- � ���� ��� `��"� ��, �'�� � ` � ` , `�► � 8k , 1N10x45 8k � , � 2 ; � � , ��.���.��`"�.� � ' ��� � �`' n, � HSS6x6x114 SEE ARCH F(7R ADDNL INFC} � �' ��� ���.���.���� s3� � 2 � � BP4 `� Q � � � W10x30 , �" r? � �- 7 � � � � _ , s5�o ss� � . H�S6x4x1 /2 �: 9k W10x� 9 9k �, � '% S531 � � ° ° 3�_9�� 51i2', � BP1 � c.� � iIi � S21Q � N � � i � � 8k W10x45 8k � ; � � � F���10x3x5i8 (FLAT} � ( � �- _ � � _ _ _ _ _ _ _ _ _ - - - - - - - - - - - - - - - _ _ _ _ _ _ _ _ � � � TREAD FULLY WELDED TCJ "' � ��,,, � i i i � _ _ _ _ _ _ ._ _ _ _ _ i � � � �- � 0'". �TRINGER W10x30 ( w�i�`� � 9k W10x19 Sk 8k , W�lOx4� 8k c� 3 , HS�� 4x6x� 12 STRINGER. FULLY ' � ,, � � � � � WEL.DED T� COLUMNS EACH END � I ( �, � � � �� 5532 d , „� _ �.. ... _ _ � c`� cQ � e� � � i ' � ,� ' °' � ..�„ - - - - - - - - - - - - - - - - - - - - - - - _ — _ _ _ _ _ _ r i _ _ _. � �.. _ � ..._ e � d _ _ _ � _ _ _ ._ � � e. � — _ ° ' _ _ _ _ _ _ _ _ _ _ _ _ ' _ _ _ _ ._ ' +�.,,, t � � � � ... �' /' � � � � y� � � ,.n O � � � � 5503 � n � � � ,.,.,�"` e � � 9k � W10x19 9k "` 8k � W� Ox45 8k 2 � � s�� � ` �'�"'� ,�` � �. s�3� �- - �,,.�r � wiw��rw nm�i��i�a�r�w��sm�rrir�nuri�r�io■�n� rw��m�rYSra�ia�r�rwm� ���r�i��n .�..� � -�-14k Y Y � V/1�<l r 11J� � � , � , H�ss�sx� �z � � ' � 0° HSS6x6x1 /2 , i BP1 �,,,,,� �► �„ - - - - - - - ; - � o - - r - - - - - - -_ _ — _ _ _-- _ ___ _ - --- - - - [� � � � , ,.� � ." '.. N�S6x6x1 /4 ; ; ' � ' r. � � ... ... ... .^- -,� � ° 8P1 E8k ss2� ' W10x30 � �� I s FC7R �ASE � � 9k W10x19 8k W10x45 $k 1 0 � ,�.,, i � � � s321 PLATE TYP � �„ � �!� � . � r�r�w�nr���w��ai�u���o��r���nwr���� � � ( � � � � HSS1Qx3x5l� (FLAT) _,,,,�:�,_� � � ° �= ; � .'�." � � X � TREAD FULLY WE�DEI� s�so � ; � `�, � � � TQ STRfNGER ' a '� � � � � I � � s��2 � 9k W� Ox� 9 9k 8k W� Ox4� �, ,,_, 8k. � � 2 (2} LOC� ° � 8k ' W10x30 8k ' ����rrm� �i�nn�i�r wwn�rr��o��r'rum �i ( � 9 � � 5503 i i i I N � � ss2o � � H�S6x6x1 /2 �' � �4 � rt i i 5531 � � ,� ° � � � � PFi(��1ECT: 13 . C}291 . S. Q1 " , � � `�"' 8k � W14x45 8k ° � 8k W10x30 8k DRAV1tN BY : KH � � � s2� o � � DATE : 09.092013 'r�-' ; ; 9k W� Ox19 9k ,� � � ` E i i � � � �' � � 7 � � i � S 312 0 �, ; � �, ;- °° � � `� ; �EV� � � oNS : ° , ; � � 8k � W10x45 8k ; HSS6x6x114 + � � � � � HSS6x6x1 /4 � y ii r- i �7 g � � � � i � � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � PERMITSET 12.09.2013 - _ _ _ _ _ � BP3 . . ' �` - � - � � � pERM{T SET REVlSION 02,14.2014 _ . . � _ � _ �._._ _ � _ ____ _ � _ - - - - � _ �_._ _ ____ _ ._.� _ ei i � � S312 i i i i i � � - - - - - - - - - - tt,� �--' I i }- - - - - - - - - - - - - - - - - - � —� � ��_�. - - u —�-- �- -T- - _ ____ � _ — — — — — — � � � - - - - - - �._ _ --- _ - - - - - - - - - � � � � , ; � � � � , N�S6x6x1 l4 x � � } , _ . , ( � � � � � k � .. _ .. .. .., � _ � �. ( � � i , � "�� Y � ��y . LL! �C � � NSS6x6x1 /4 E # c► cs � H�S6x6x1 {4 � � � L _�_ _ � � � � � _ � s `� �" � � , �� � � � _ ____T__. s � � -,- -T- NSS6x6x� 12 �TEE�. FLO(�R FRAMING PLAN NOTES � SOG6A � r .- t �?? � BP� � � � � � � ' � � 1 . SEE SO SER� �S SH�ETS FOF� GENERAL NQTES, QUA�ITY ASSURANCE NOTES, SYMBOLS AND ' � � �� � � w m, ��x �'''� � ���, � ( �� � ` cs� � . , � i i � � � � i � � ° . , ss� 3 , � s2� o � � � � � � ABBREVIATIC?NS. � r �.__ . .. i i S 5210 !..,_e� _. � � I � ; ; ; ; 2. SEE S5 SERIES SHEETS FflR TYPICAL STEEL DETAILS. � � ( � � `� r � a �� � ____.�� � � � � � � 3. SEE S530 FOR TYPICAL METAL DEC�; QETAILS AND �CHEDUL�. � � � , 3 ' , � =a � � ,_e __ _ .__ M- . -� I � � � I ; � � 4. SEE 5500 & 5501 �f�R TYPIGAL STEEf� Ct��JN�CTI�N DETAILS AND SCHEDULE. AT BEAM� THAT DC} NC}T t�SS6x6x1i4 ; r H��6x6x1i4 � �- � � � i � � � HAVE A REACTIC�N NQTEa t�N PLAN, PROVIE?E �flNNEGT}C7N WITH MI (� IMUM CAPAGITY QF 7k, BP3 � - - - - _ _ _ _ _ _ _ _ .._ ___. _ �. .. _ A �O .��, i C I I I k I I - - ° - - � _ ` _ _ �.� _ � _ � - - - - � _ � _ � _ � _ �, I _ _ _ _ _ _ _ _ _ _ 5. SCREED C4NCRETE TQ PROVIDE CONSTANT THICKNESS ;; � I I � 6. �PACE BEAMS EQUAl.LY BETWEEN GRID LiNES UNLESS DIM�NSIt7NED OTHERW{SE. __ . � MAIN �A�IBEDF�C�C�M � a°. ¢ 1 I ( � T. TOP �7F BEAM ELEVATION = BQTTOM OF METAL DECK UNLESS NOTEQ OTHERWISE C7N PLAN . I I I { B} FL{��}R PLAN �-- . . � � 8. SEE S1Q1 FOR FOUNDATION PLAN NOTES � c �-- ��1�-�1� � ;� 1 � � C} �.� � �� Qi L ��/� ��.. �`� szoo s. � � a � SEE 5100 FQR T/1NALL AND TNVAi�L ELEVATI{�NS o c3 °- !�; � � � '1��;, 10. SEE 5300 FUR FC?UNDATl�?N DIMENSIONS � Z � a 1 /4' � = 1 '_OF� � c� c� c� t�'� � n_ � � � .___ __ �____ __��T._----_______._�___.. __�_�_�__�_�� �..__ _T__T— _ �____ � _____� _ _— �_ _ ___ � __� _.__________�_ _ � . � ___ _ ___-- - --.—_�f � � ` � �c � 1 � 3 g '4 � � 7 � � . �, � 13'- 11 " 6'e8 '[ /2" ss�a 15'- 10 � {2° 21 '- 1t� 1 /2" ; 26�_9�� 6�_a�� 16'_3�� � � ,�— e�. � � ��� aJ�" � Vn I i I : I i I � � � � � � � I � � � � � � � � � = I I � � � � � � � i � � � � � 43 i 1 I { I I i � � c�7 i 5 � � � ci� � � o � � � Hss�X����� � s5o� cs�a.2 � ��-o° oc � , � � � � ``' � � � NSS5x5x5116 (114'-11 "} M� � � � � �i i — — — — — — — — ______ _ � _ � _ ._____ _ ._� _ — _ � � � '� p _ � _ �. _ _. _ _ ___ _ � _ � _� v__.. _ �� - - - - ____ _ .�� _ � � .� � - - - - - - - - - - - - �e ° � � r � �; ; w� aXfi � � ° ; � � ' � E � � tJ , 1 � ,�„ ; { 119' - 91 /2° } ; ; I � ; � ' � � s�as ( X ; ; : ; � � } � � � � � W10x15 ° s o s ; � .�. i 'r' S : � : � � � i e � � � � � S � � i � � � � � � ° � � 8k � W10x45 � i 8k ° I � � s2� o � � � , , � __ _ . .� _ ,: � _ _ ._ o �. _ _ ._ � � .� � _ _ o ) � .,�., � � ( � W1t�x15 :� ( 119' - 91 /2° } � � � j � s2� o ! � ,� , � i � 3 EE t 2 � �I HSS5x5x1 /4 ' �� � � � � � HSS6x4x1i4 � � S543 = ! '�-" , � � I 2 r � HSS5x,ix3116 � ,�,� HSS5x5x3/16 � °' W1Qx112 17k � � s��2 ;,,�- 32k W10�6 12k BP� � � � � � �, - - -- - - --_ _ __�. _ � _ �_ _ ____ _ � _ - - - - - � _ . � _ ____ _ � _ � _ _ � _ � _ e ____ _ ____ _ s _ � _ � _ ____ _ _ � � _ ___ _ _ ____ _ � _ � _ .� _ .�._ _ _ _ _ _ — _ _. _ ____ _ . _ � _ (� c , — — — — — — — — — — _ _ r _ �. _ _ _ _ _ .� _ _ - - - - �- - - - - - -�- - � � { 119' - 91 /2'" ) ,� W10x45 � - - - - - - - - - - - - - - - - � - - - _ _ -� - - � - - - - - _ _ _ T � _ � a � � � ! � �'y `� - o c r��-' o o � i ; ; �t � 1 `'.�� � � N X S � � r r � I I � � � � �ii��l� � � 5503 � � = e— � i � � ° � �r- i i i i �, �. � i i i � I i i I I I � � W1Qx1 � 9k W10x45 �9k � � � � �� F �� � R� � �� � �� � � --______ — — — — — — 8k W10x45 8k � 4 -6 �4 -6 4 -6 4 -6 4 -6 3 -6 � � � ; _ � _ _..._ _ — � 119' - 9112" } � � — _ � � � � � � � S0�8A � � � � � ' � ! 125'-� 1l2" � r= ,� SPAGER PL ON � Q � � 1 .5VL3 .5V ; I � � � � .� � ° TI BM. SEE 1 � 1 S53'I � �. � ' ---�" , � � � � , ' s ` � 4 8k W10x4� 8k � ' VARIE�, SEE ARCH i s2� o � i i ; � � W1 Qx15 9k W10x45 �9k � �� � 125'_� " (M � i 3 i � � � � � _ � _ .� _.� 1 � 9" - 91 /2" } � - - - - - - - - - - - _ � rn cs� cs� c�-r az i i i - i ` _"'"� I � - � � � � ' � HS56x x1f4 � HS56x6x1 /4 i � HS�5x5x1f4 ' � .�— �� f � X \ ' 1 \ ��i Yw� � /'\ /\ +�/ *..! tir/ � I . � o� tu.rx � 3� �q ��{ r � � �� '�i(" � � � �.'°� " x" � � . Q �' '\ '4'^^ t°' ._. �.,_ .,.. � m.__. _ e e e ��..L _ �m � .....�, . �__. ._ ��_ � �.� — = .�.._�. v _.. � � m St . �(�,j'�1}a �` t ,`�' ' ,�" ... ... �._ ._.. � 4'� � � C� L�..� � � ��� 1.� � � J .3 es �Ls ... � _ _. _. _ _. _ � ' � ` _ � .L _ ° � � _ _ _ .� ._ � � . e'l �"� ���'�fj,1, " " e!t• N •., � �c- �' m5` ��%e" �.`< , ; , , # �:: �?. � � .$�? :: �.' , � � �' � � � � � 8k W10x45 � 8k � 7 � � � ' � °��;:�� �� � � � W10x� 5 9k � W10x4� �9k _ � : s2� � � ; � I �� �� � � � �4�� � � b , —�------ � � _ _ - - � 1 � 9' 9 � 12""� - - - - - - - - - - - - � � � ; I :. .�, � �r � + ' � �, ,� . ,�,.. � rss � ' i i "'� �_��--'""� _. �e�"� � x � "� . , ,�, W� Ox15 � � ; � 4 s2� o � -0, ` , 0 8k W1 {�x45 8k � � � . � � � � � � ����F � � 4. .����a� � .�'��� `�• Mia R ';�4 +' �; � � , � HSS5x5x114 07J14/2Q34 10 �r � - - - - - - - - - - - - - � { W10x15 9k ss�� W1 �x45 9k HSS�x�x1 /4 UP ,,f, � ? W10x12 ; 1 ,�� c � > f .._ _._ - - - - - - - - - - - - - - - - - - - - `�' ELEVATQRGU {DE � ' � � � ( 119' - 91 /2° } ' �, t-- ' � �n � RAIL SUPPC�RT� � , i � ��I�I�B� A�,���1��'�� �!� � � E� o i �.' i o � o o �� o � ; 17k W10x45 91 k ; � �{l���i��`�� ��� � i �— r- r- r- s— �-- �— �— ; � � � sso2 � W10x1 � 2 � �- W10x4� 10x30 � 25 W1 �x10Q 25k r ,,� � � ( 119' - 91l2° 1 , � 1-. � � , �- � ,ti � �; �.��.�� �r ,r tvr���r� r� � � - - - - _. — ` - - - ^ ._ _ _ _. _ ._ _ _ �3 - - - - - - _. _ � _ - - - - - - - - -. _ ____ _ — _ — __ — _ — _ �F .. ` ���� ���� � � �,������,�� � ,,�c � �� � �� ,. �-� - - - _ __ _ _ �_ _ � _ _ _ _.. _ � _ _ _ — _� _ — _ — _ - - - - - - - - - - - -�- - � �.� �.. �, 3 -10 5 � �_ � �' ��� ��,� ���, ��� � : � � � ; , , HSS10x3x3/8 � � � 2 HSS6x4x5/� 6 HSS6x4x5i16 s � `° `... .� .�..� , � � ��,A���, ����,� �� ��� �acs.�ac�.a�a� 55�3 ( o`Q � 2 � � �. � � � �i ��x v�ca.9ar..�caaa i i ��� �.�G� S503 x � 5503 � �' � c�t � ' S550 5532 6 � �' a � S532 � � � � � ,� �� n 0 s2� o � 3 -$ 112 6 � W10x3Gi ( 126" - 3 9l2" ) :,� G � � _ � � - - - ^ ^ � - - - _. _._. _ _ .._ _ _ _. � ._ � _ , � � � � GlASS LANDlNG 1 � � F�SS� Ox3x5i8 {F�AT} � � � -'� ,� � � ' AND RA( LING BY SUPPLIER HSS10x3x3l8� ' � �� �.. X r- TRFAD FUL�'Y WEI,DED TC7 SPAG�R PL UN � q � � � � � �TRINGER T/ BM. SEE � t� i 5531 ��� �531 +r»�t► � � , � HSS14�x112 BTRfNGER. FULLY ! HSS14x6x1 /2 �TRINGER. �U�LY "' ' � ,� �, � ,,,,,�� � c„� � HSS40x3x518 (FLAT� a WELDED T4 CC}LUMNS EAGH END � WELDED 70 COLIIMNS EACH END � _.. � _ � 1N10x3Q { 126 �31 /2 ) .i — � � _ � W10x15 � ,� "" � � , TRF.�4D FULLY WELDEI� _.... _ _..,.�._ ._..._....._�_ ...�___��,.. ,� ._...�...... ; ,� ;� �� '� � i — �° .�... ..� I I Tt� STRINGER 0 . Q„ � � 6 � ' ��C� � =� F i i � S531 � 3 �.�r�.� � ".�"'�` I ! I '� - - .� � k i i '� �`�Jd3 � � � 14k ''" � W10x39 { 126' - 31 /2" } � � � � _ ____ _ ____ _ _ _ � �' � � r � � - - - - - - - — _.._ _. ._. .._. _._ � � caa � � i � rn � � � � � 3 � � � `� ��I""� � � � i e � 5503 � � � � � �,,,� � � � I 6 ( � � � � � s r � 5550 � � I I 8k � � � _ _ � � ._... .._ _ ...._ W10x30 ( 126' - 3 � /2" ) — — — — — ...._ 8k W10x15 � { .. ...� � r � � � � � � � � � - B i 1 i 1— O � X � N � I I 1 � � � � I � � � �E i � i c�, '� ! X 8k �/10x30 ( 126' - 3 � /2'" } 8k W10x� 5 P'ROJECT: 'I 3, Q291 . S . � '1 ° I � � I ;� ---�--� DR.r�UVN BY ; KH ,°� i � i i �,,� _ _... ._._ - -� - - - - - � � �. _... .._.. ...... .._. .,._ .� ..,_ - - - - - - �.: � s2� a � DATE : 09.Q9.2013 � � � � a � � � 7 0 � o � � ? � � REVISIC.�NS : � i i i � � c� �" � I � � `�' � 12k _ � W� Qx30 126' _3112° � • . � - — - — - PRICING SET 0 . 92013 � Q i � i ,�. ,� �11�1� �X�0, .� ... p � � PERMlTSET 12.09.2013 � � PERMIT SET REVISION 02.14.2014 w - � z � _ _. __ _ _ _ -�—. _ _— _ ---- _ — _ _____ _ � _ �. _ �. _ � _ ____ _ ____ _ �"•• '�"' �• •� � �' �••� ,•�" ••• � •�•• ••• ••� ••�` •� �• �•�• _• '�' ••• � ••••-�.-- - — - — - — - � � _ i 11 � cr � � i i i � � r- �- ' 5531 � � w ¢ � � � �, 7k W10x� 7 71� c� c� � � � $ ' STEEL FLt70F� FRAMING PLAN NOTES � x - � , 1 . SEE SO SERIES SHEETS F(7R GENERAL NQTES, QllAL11Y ASSURANCE NflTES, SYM�OLS AND � ° cr� � � � s2� o � A�BREVIATiONS. � � � s2� o , „ , - , � ,, , � � � 2. SEE 55 SE(�IES SMEETS FOR TYF'ICAL ST�EL DETAILS, I � . � ; , �� : t ,�; . r � n.�, � , � � 3. SEE S530 FOR TYPICAI. METAL DECK D�1'AILS AND S�HEDULE . � � `� „��� � .�. , 4 SE� �500 & S501 �t�R TYPICAL STEEL CQNNECTION DETAlLS AND SCHEDULE. AT BEAMS THAT DC} NOT I �� �� ' _� � ��' � � � � �-: � � � ( � HAVE A REACTION �1C?TED ON PLAN, PRJVIDE CONNECT{ON WfTH MINIMUM CAPACiTY OF 7k. _ ____ _ �. _ H5S1 ?�6x112 � _ _ . _ ____ _ � �. ..� _.., ._._ _.� � 2.��. ':��� ..� �_�. �� �� ���� _ .� _ ° � � � 5. ��REED �ONGRETE TC7 PRQVlDE CONSTANT THICKNESS � ; ca � � 6. SPACE BEAMS EQUALLY BET�JVEE.N GR{D LINES UNLESS DIMENSIflNED OTHERWISE. � � °� _ � � � � �� �- � .�__,_ w__. � _ _ � MA `�'�' TER A IMAIN B � �:, �_ _... M._._� _ . - � � � � � c� � ' ' ' ' 7. TOP �F BEAM ELEVATION = B�TTaM OF METAL C?EGK UNL.ESS NC7TED C?THERWISE C}N PLAN . ' ' � � �- � I I I � s. SEE S1Q1 �OR FOU�IDATION PLAN N4TES I I i FLC}OR PL.AN � � � MASTI� R A 1 �A1 N B LEVE L ��.. 9. SEE S10d FOR TNVALL AND T/WALL ELEVATIONS � n.. dc.� c� �a �'- w � � �,�., '6t}. SEE 5� 00 FQR FfluNDAT(QN DIMENS(t?NS _' � � a" '1l4" = 'I '_C}�� a�. . � � c� c� ,, � r� w � �. r—s,_ — __�__-------�._ _ -- - --- -- --- - --��_ ___ __� ._._-- - - _ _ _ — � . _ — � __ _— � .__ —__—_— �_�_� �_. �____ � � � C �' 1 2 3 4 5 � 7 8 .� ; � � 1 �'- 11 "' 6'-81C2" 15'-1 (� 1i2" 21 `-10 � 12" 26'-9" g,_p�� 16,_3�� � � _. __ . � � � ��r .� �_��� � i ��� ; � I ' � i ( y �M � � '\y�/ 4 � � � � I I � I 1 1 I � � � i � I 3 ; � l I � � � � , � � c j I � � AT HSS GIRT ; � � ` � � { � � SSQ� EE � ; � � s c� HSS6x6x1 /4 �' �,�, I � HSS5x5x5J1 �i (128�_1 '�� I � ,� � �o �{ . _ � _ � __ � . _ __ _- --__ _ ____ _ �_ _ � _ � _ � _ i _ � _ __._ - - - - - ` _ � _ - - - - - - - - --- - - - - - ; - - - � ' � � � � , � � w� o�s � � � �~ � � c:� f � � � ; � � � � � __ _.s�o�-- - � � I � - � � � � � � f � 1 " SOUTH f � , ; I � � � ` � � �? `r�- � � ° � I � { �4� � � G � � o -_..>»...._. o 0 0 0 � 'I S210 1 � i i � . :� � � 'a' � t '� � '� � � ? � � 5290 � `� � � AT NI �N ; �fSS4x4x914 2 � C ' � � 1 � � ..�.....�......���. i � HSS6x6x1 /4 sso� GIRDER EE � � ; s532 � , , � � � W10x30 18k � NS�12x6x1 /2 � W10x30 W10�2 � HSS8x4x1 /4 �AESS} � ,�.,� � � _ .� _ ^_ _ _____ - -- - -_. ._ _ — _ ____ _ � _ � _ __ _ _ _ ____ _ � _ � _ � _ � _ , � ( } I �w �w� wirr rr� w� �� � i �� ir� rw� ww� ( t ('�I� � � .�C .SC .�C ,C ,G ; C?7 i��Wl � '�.'. t � �O ' V � ""� � � . 0 S503 rn os c� w aa � � � c? � t!� v� VJ cn ? tn � � � , .............,.. i � ---5—�-� - �"�--�-=C6X8.2 �p 4'_Q" C}C �? o ; � �a va a cr� rr� ct,a cn '� + } 5532 S&03 - �,� "--,--._ �- � I r°' ..�r� � f � � � � -�- r t r r r � , , „ ; v�r� aX�� � 10k W10x60 � ak � �., � � � � ----� � .�. � ,_, � ,�, � ; G6X$.2 c� � -0 C7C � '� o �.-xi- ° �-'�i- � b'�r- o� .� _ � _ MAX i � ; ; : c``.i ; I GALVANfZED TUBE �TEEL. c� � - ' � � � ' � ' � °, � °, � �' � r � � : �°- o ; STANDt�FFS AND FRAMaNG A1" X � ° � ° � � ° v.� o u� �, u.� �, r � � ..� .s..��...... E i i i e � i � O C1} '�" = t— = c'" � � _ � � � O'j � ;�, � Ok� s W10x45 ; �, ; � Qk ; �IETAL SIDING ROt�F . SEE AR�H � � .._.. '-- °-- .--�. ,... .�,. � � � � ; 10k = W10x6q 10k s2� o ' _ 1 .5VL12A � .,� ��.,� 1 � S� � � _ c� c� � � � � , 131 '-5" � p��. � � � � `, ! � � W � �"• 3 G ......_._..__... � > '�; �, � sz� � _� � ;-- � 5 HS58x4x1l4 (AESS} � � � , i > ;- .� sso� { 140' _ 0" ) 1 .• .� � _�, ze '���, i i a, �; �� m w o� o� cn i �- T `r� E �'- w � 1N10�i0 14k � � _ � , s ;.. , �, 1 ; � ,� � �auT� � x X x � � ; � o� � � �� oX�a_ _ _ _ _--. _ ____ _ ,.:. � ���{(� P��,�� � � ( «;� � o 0 0 'a ° ' W� Ox15 cv W10x15 ' � W10�6 , . � f�� �` ���� �� �� �� � . ur+w,. � �� �1nyT �� .-. E f � .,?> '-'�"•.> � � � '��' ' "'""' N ' � . � ' ' 1 '��"''����" �`�� � w I >4 � _ (1t� i i i i � ..,.,.,...��.,...�'•" � s^ � I [� 7 i i i i =� =e � � � x � � x � � � � � � � � � LL � ���� b � Z � Q � � �" '�+ �� i s 5 i o r� : � i : � "� � � `� .- � s�a� � � � � � Ok W9 0x60 10k � ; ; W� Ox15 : : � `�� - �.#�°�gY ; � �.o � � 0 4 5210 ��:� � °� � 3 1 � S530 � �'- � r � � �` �` ,�. � � 'd' � =� ,� , � ,�* .., :.... s55o � E � � —W10x26-8� C6x8.2 a� 4�_0" QC i � ................ � � � ; "' � � MAX � 02/14/2014 � ' 10k � � � 90k � 10k W10�0 � Qk � 6" 3"-7112"� TYP � TYP AT � � W10x45 �, ' - � z 16k W10x39 �k � � ���,��� �������, �'� HfGH , HSS12x6x1 /2 � �, sss2 GIRDER s�oo � �126`-10"} s ; �? � S531 � H S14x6x112 �TRiNGER. FULLY o a ���'�R��r��` �(� � � � _ � .._..._......... � (132-'11 ") s�s2 � �' � � �- � � � W LDED TO COLUMNS �A�H END NSS6x4x112 `°' s�2 � s5o3 � x ° V1I10�2 W10x�0 8k W10x� 00 � 8k t-- � W10x� 9 (#) � x .� �' G° , � � W1 x1 W10x30 m � � �.���'� � � �,�a��`� � E � � - - °' `z' W10x30 `�' 9k V111 �x22 � �- .". ." "' _ �" .° — _ ____ _ _ — _ —_ _ _____ _ _ I �.F ���� ��.,-t � � ��� ,�,���.� , W1 Qx45 �� � � - �__ _ � ` -- — _ _ _ ____ _ __ _ _.__ ._ __- -- --. __ _ .___ ,_.,., __ _ — _ ____. _ �_ _ � _ — - — - — - � _ r z,. x ,� ...� � ; �- W10�c22 LO � HS�6x6x1 /4 ,_, .,..._ - ,,.�, .-. .,�. .-. ��� �,�.,� ��,�, ���- � � � � �k � Ssat+JAwti?sr 4tlWt3At7E�R fMi #L,,"�".0 , � � � ( �M � HSS12x6x1 /2 AESS ~ � 2 � � R�°.���.��°� � } � � M � � HSS8x4x1 /4 (AE�S)cr� cn H9S10x3x518 {FLAT} � �, �.- �, ��� ���.���.���� � `'� � � *� ( 127' - 11 � 12r� cr� �� AT NIGH ssos cn 4 � _ � � �; cn cn cn ( � 26' - 10" "' �' T EAD FULLY WE�DEQ TO �, r:. s�os �; .u? ;� o PiAN NOTE 9 w 126 10 �; 2 w w ..-., �.a ,,..� w � u� ,�,, — � �; � � �, r ,..., � BEAM � � '�' ss5a � �°�' s � ° � � ¢ c, `� o ,.� .. � S �1NGER �- � SIM � � ( � � � I TYP �-�- ,—. Q ,—. � O c�v � :�r .� �r �-- � <-- � W10x15 �# r- Cr r t- .� t- � r � .�- � - �' � 1�N'{ OX30 2 L{�C�u � �".� "�" Y..., � ° � ° ,�y�. ' S210 � � � cs> � � .� �o �'�. � � � S5Q � .»�.t i,...,� X tL� � KV X CV X CV � •••�••K W10x15 9k , W10x22 � � � �r � � � �, r-- o �- flo t- ao �- � "'"'� � cn is� � � r.� t-- � '°' cn �..- rn ._.. cn --- � �. ,-- v� cn rr.� cr� �-- , � _ �'- c�i� � _ � _ _ _ ��r � cs� �, �'"� t� � o � �--^ _ `�--' Z i �, r�a � t�'a�' , � � ; � HS58x4x114 {AESS) � HSS8x4x1 /4 (AESS} 1„ ( W10x30 '�' `�' � � . ,� �- � � � � � ,�.,, { 126' - � 0" } i � 126' - 10" } � �, � ",�„�,,, � � � W10x15 9k � W10�2 9k �- x -'� � � � ° � � � � � ' � `n `s' � _ �, � � � W10�c15 (#) -�`'' ,_,, } � � s � '' 14k � ( W10x30 "' � � + ' `t c`,�v S53Q s � : � �'""� ,�` :� ; � '�`" � 0 TYP 5503 `• ��n, "�'"�'" � ',�"� � , � N � GRID 4 � ' W10x112 � . � W10�c22 {#) '""� � ,�, � � � s�os (3} LOCS 36k 15k r _ � � � �,, 1 � W9Ux� 5 � 4k � W10x45 '� 27k _ _._._ _ ____ _ _ x � � � � °----� � HSS6x6x3/8 � 8k W10x22(#) Q 8k � 8k � a, _ ,- � -��' .�?� � � � S550 an� i n � � � � � � Tt�S = 139 -21 /2 AT BMS �fYP AT GIR s � � �- ,--,. TU COL C(�NN � � ' � W10x15 9k ' W10x22 9k � � � � � � Nt�TED THUS: (#) s�os ,� _ W14x15 9k V1110�2 (#) 9k W10x15 (�) ...�......���. � �; �' co c� � � � N r�— � I _ ==- � � 9 TYP AT � .�c --- � � _ � �, � , = 5503 HSS G1RT � c7 �cs r� o a � � � � � � � 7k � � > � � � '� M � �X � � Ct3 � � W10x� 5 12k W14x45 1 � � �- � � �- � u � � �"`" q ' �� ` `°' _ � W10x15 (#) PROJECT: � 3 . 0291 . 5 . (} 1 � � ( � W10x15 9k W10�?2 (#� 9k DF�AUtCN BY : KN x ~ DATE : 09A9.2013 � � � � � � � � � �t � ( � _-,. � ,..., � S210 : � � i ���, � � W10x15 9k ; W14x22 9k � � � � T = ; 9 i : � .��........� � �— � cx c�t 7 � : � � Ca � �, � � c� � =- � . . � • . �E �) � � �.... 1 X i = `--' � � i i � i PRICING SET 09.09.2013 cn �" � � ° � = STEEL ROQF FRAMII�G PLAN NOTES W10x15 � o � W1 (�x26 (#} � � 9k W1 Ux15 (�) PERMIT SET � 2.os.2a�s �' - ---- - -- - � � PERMIT SET RE1fIS(ON Q2.14.2414 � o s�s2 « M ' 1 SEE SO SERIES SHEETS FQR GENERAL Nt7TES SYMBC?LS AfiID ABB�REV(ATi41�S. ".. ." '"""` ... " � .--. vi F- � W10x4� W� Ox30 13k • � � H�S5x5x5/16 (136,_� °) � � � _ �__ _ �.. __ � _ � _ ___. _ _____ _ T _ � � � � � � � _ � � ,� - --� _ — - — - 2. SEE S5 SERIES SHEETS FOR TYPICAL STEEL. DETA( LS. � �, HS�5x5x1 /4 � z o- � � �, 3. SEE S53a F4R TYPICAL METAL DECK DETAILS AND �CHEDULE. t- s5o� � ���� cr i-`'"- � � � � � �.' � ( 4. SEE S500 & S501 FOR TYPICAL S�'EEL �C}NNECTfON aETA1LS A(�D �CHEDULE. AT BEAM� THAT DC} NC?1` � W10x2� (#� �= c � , �N � 4 o E � � NAVE A REACTION NQTED ON PLAN, PRtJVIC?E CONNECTIC)N WITH MINIMUM CAPACIfiY tJF 7k. � ° � �� _ � s5o3 � s532 I sss2 � s5s2 � 5 SCFtEED CCINCRETE Tt7 PRUVIDE CONSTANT THIGKNE�S '� � � C6x8.2 a� 4 -0 C1C c� ' � � 1 Mi�X I � , , ; , 6, SPACE BEAMS EQUALLY BETWEEN GRID LINES UNLESS DIMENSIONED OTHERWI�E. _ � 5 s2� o , ( ( 1 7. Tt�P OF BEAM ELEVATI0�1 = BfJTTOM flF METAL DECK UNLESS NOTEQ OTHERV111SE ON PlAN. � � � . , , f � � 8. AT CONNECTI4NS NQTED THUS: *-- P(�OVIDE SINGL� PI.ATE CONNE�TION WITH MAX # 4F BOLTS, � � � Y � � � � ' STD HOLES IN PLAT� AND BEAM WEB AND SC BOLTS. UNO ' �, ��� � � ' � � �.� � � � � � � HSS12x6x112 � � , � �, � � � �, �, _ , � y , = E � � - - - � � � � - — _ — _ _ ____ _ _.__ _ — _ —. � ..�. --.�.- -�� . .a— .�1, � � � � � I I � � � . � n_.,, . . _ _ . . _.� _. � I . N �_ . r�.nrc� .. MA1N RC�OF/MASTER . . � � F �tJC� F� PLAN . _. . . � �u F� , , , , � s � �° ° � � i � � � � � . � �_ .� _� �...� ��. ( ) � m � a � �AI1� �� C} �'l�A'aTIER � LEVEL ��� � � Q � 'l I4„ _ 1 `_#�„ �'�`� � c� w � `�, . __ _ �-- -- - _ ----- -- — -- — --- � _ ___— _ e �_.._ �— _._ �_ � � .� � �; �1 2 3 4 5 6 7 8 m � 13'- 11 ° 6`-8112° 15`- 101 i2" 21 '- 101 /2° 26�_9" 6'_0�� 16�_3�� ,�' � 3 ! 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Gxs�.uta,atasa riJl f G�KZ f } � I i � d C t� : � � � u�acr.aa��.�acs�s �i s�x ��a.5r�x+a.�csca� � � '_J � p N � � � i I I ! � � � � � � � Z; W10x15 � � ' ' ' � ° ° �,,, HSS6x4x1 /4 � � � � � ( ; m X GALVANIZED TUBE STEEL '""�" � � STAND4FFS AND FRAMING AT �� � C ! I c� � METAL SIDING ROOF. �EE ARCH ^'� � I 1 � � i i + _ � _ � � t,� � � � ! � W10x15 "�y' � � N 'yKC�' � ! I I � C/,1 6 = i i i � �� w"�M�` � � ( � z HS56x4x114 s�so i 's, � �► ,� � � � � � : ' ; � � I � � . � � �� � � � � � : : : � . 1 � � � _ _� _ ____ _ NSS6x4x1 /4 , � W10x30 � _ � �.� � , � � � � � , � � � � t- � � � HSS6x4x1l4� � "`�'�' � f � i r ---- S5Q3 � � � ( G6X$.2 C� 4r_0° aC �"+'� ..� � , , , MAX � I � � � � � � � � ' I � � G�? N c-,,.,�� � - t– �– � , , , � � HSS6x4x1 /4 � � � � � � I � � � � � cC i i i i cev = _ ° � � � � � : < ., � > - - :.. � Df�WN BY .3. 0291 . SKH � s 4 f � t � �i ..ri . � ' . rvm. � � sz� o „ ., , DATE : 09.09.2013 � � � � � �., r t x � � � � � � � r: � ~ � , � � . ', � �,,,.'`� "'"�. � �� :�__�.. ._ ._ � � E � H � 7. !4 _�,. �_ w _ .� � � _ _ _ - REVISI �JNS : c� � f � � : .. .r �_ ���. _-�i� �,,,� � � � � i i � >.� �.w�. �_ � � w�� .�_ ,_�_ -_ � � � b � _... . � � PRIGiNG SET 09.49.2013 W') OX30 �^+ PERMIT SET 12.09,2013 �� �.�` PERMIT SET REVfS(ON 02.94.2014 Q i ' `. ____ . ,_ �. � ,— � ... .-. . _ � _ _____ _ � _ ____ _ � _ � _ .` _ ____ _ '___. _ �_.._ _ � _ � � � � - -- - --- _ .� _ � _ ____ _ __ _ ___ _ _ � _ _. _ _._. _ � _ _ _ _. _ ____ _ �� _ � _ � _ _. _ _ _ � _ � _ - _ _ _ _ � _ ____. _ � _ _____ _ � � � � r E + p � � � � � � � o E � � � STEEL ROOF FRAMING PI.AN NOTES `� 1 ,58 � � �' ' j 1 . S E E S O S E R I E S S H E E T S F C?R G E N E R A L N O T E�, S Y M B��S A N D A B B R E V I A T I �N S. ° � �. ° � � �, ( � � ; 2. SEE S5 SERIES �HEETS FOR TYPIGAL �`fEEL dETAILS. � 151 �_4�� � � s2� o , 4 3. SEE S530 FOf� TYPIGRL METAL D�CK DETAILS AND S�HEDULE. � � � I � 4. ��E 5500 & 5501 �OR TYPICAL. STEEL CC}NNECTIaN DETAILS AND SCHEDUL�. A7 �EAMS THAT DQ NC7T I � i , { � HAVE A REACTIQN NOTED ON PLAN, PR4V[[�E CONNECTION WITH MINlMUM CAPACITY 4F 7k, � I � � � � � 5. SCREED CQNCRE?E T�? PRC?VIDE CUNSTANT THIGKNESS _ � _ � _ W10�6 � _ � _ ____` _ _____ _ _._._ _ __.. _ ____ _ � _ ( � �' ' ' � ' 6. SPAGE BF..AMS EQUALLY BETWEEN GRID L1NE� UNLESS DIMENS[�NED UTHEf�WISE. ____. _ ,__.. _ � _ � _ � ,� � � � 7. TQR OF BEAM ELEVATION = BQTT4M OF METAL DECK UNLESS NOTED 4THERWI�E ON P[AN . V 8. AT �ONNECTI(7NS Nt�TED THUS: +l-�-�-- PROVIDE SINGLE PLA7E CaNNECTION WITH MAX # OF BQLTS, ' ' ' � � � I 1 I ( ST[� HtJLES fN PLATE AND BEAM WE� AN [} SC BQLTS. UNQ ( 1 I H1GH RC�C} F PLAN � � o � H � {� � �� �} � � ��/� L �'�¢. � �, �- � �.�� �' � � � ��.�, � ,� ,��t, x* , � r� c� n°� ,,,Po� � � � � � � � .� � �i � � r � � � � � . � ��+,3 � t�S � � e � � � � � N� --� � c� � � i i i � � � � � �a c�i � � L _ _ � � _ _ _ _ _ _ _ _ _ �y „T.""„� � i j i I "� �f*�,,, � +�- i j � i i � � i i i i -': i i � i i � �. � U i i S313 e i i � , i i i i � � i i i i i � � i i � i � i i i i � t i i i i i i i * -� "� ��-V�� � � ��"4r� M� N � y-$n �" k � MAX i i �e—a,�i �:`�'�` � � � , � � � � � � � VARI E� � � � ; � �EE LANI�S�APE � � � � � o � � � � � S313 � i € i � � � � I E I I � I j I I �3"� � '�: i r i i � . I 1 � � --w. 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LCE L.GS �-�H Tt7P QTHER 1'C?P OTHER LCE LCS �-�� TOP OTHEFt TQP OTFiER LCE LCS LDH TUP aTHER TOP OTHER *�� .�..., � •=� G4(�GRETE PEACED IN F4RM5, EX!'QSED T4 WEATHEi� aR EARTH 2 ..� o � � °i" SLABS OR WALLS N{3T FJCPC}SED TQ EARTH OR V1IEATHER 1 �� #10 $ 1 � 6 21 16 28 21 8 � 2 6 1 R 14 24 18 8 12 6 � 7 13 22 17 � � v T > 16"' #4 #13 11 15 8 28 22 37 28 9 15 7 25 19 32 25 9 15 6 22 17 29 22 � «�.�� #5 #16 14 19 1Q �6 27 46 36 12 19 8 31 24 40 31 11 19 7 28 21 36 28 "� �.,. 1 112'° #f� #19 16 23 12 43 33 56� 43 i4 23 1Q 37 28 48 37 � 4 23 9 33 26 43 33 ,�.,,�, � EDGE� M�Y �� #7 #22 19 26 13 62 4$ 8� 62 17 �6 12 54 42 70 54 16 26 10 48 37 63 48 �� � ANGLEQ AT � .�.., �' Ct�NTR`S C}PTIC)C� w� #8 �25 22 3Q 15 71 55 93 71 19 30 °f 3 62 47 80 62 18 30 12 55 42 72 55 4 #9 #29 25 34 17 $0 62 105 80 21 34 15 70 54 91 70 20 34 13 62 48 �� 62 �» � a � � � #10 #32 28 38 19 90 70 � 18 90 24 38 17 78 6Q 102 78 23 3$ 15 70 54 91 70 � w� #11 #36 31 42 22 1Q0 77 131 100 27 42 19 87 67 113 87 25 42 17 7$ 60 101 78 � � � �c: T � '! 6" � � � � ,� 4d CENEFtAL NOTES' --�� � 21 /2'" MiN 1 . `L�E' = CUMPRESSION EMBEDMENT LENGTH , 'LG�' = Ct�MPRESSIQN LAP SPLICE LENGTH , 'LTE' = s ENS1c�N EMBEDMENT LE�IGTH, "�` � ,q .� g"� � �ti °LTS' = TENSI4N LAP SPLICE LENGTH, 'LDH' = HQOK DEVEL�PMENT GENGTH �_�^_ 2. 'TOP" BARS ARE H4RIZQNTAL SARS PLAGED SUGH THAT MORE TMAN 12 IN . t�F FRESH CONCRETE IS �AST B�EI,(JW TNE BAR '" .� 3. ALL BARS THAT AF�E N(�T 'TaP' BARS ARE 'OTHER" BARS � � � � ����-� P ��Y� C� C> C,� IO� �T � T �a � C�} METRY — '� � 4. UN �ESS NOTED QTMERWISE, ALL HQQK BAF�S SHALL EXTEND TO THE FAR FACE {LESS 2" COVER} 90° HOOK 180° HOC1K LAP SPLICE NOTES : PRINGIPAL REINFt?R�ING 1 . ALL SPLICES SHALL BE WIRED fN CONTACT AND STACKEC} VERTICALLY 2. ALL SPLICES ARE 'LTS' UNLESS N(�TED t7THERWISE 6d 3. SMALLER SAR LAP L.ENGTH SHAL.L BE USED WHEN SPLICING DIFFERENT SIZED BARS �° �� � �, LAP LENGTHS SPECIF'ICAL�,Y DETAILED ON DRAWING� SHALL �C7VERN IN L1EU 4F LAP LENGTHS SCHEDULED ' `� `'°' .1,'.�s �. P'/�. p Cy 5. SUNDLED BAR SPLICES: , ���''�'� ���+�1"� ';:. �1. �L ,� � ,, ,� �, A. INDIVIDUAL BAR SPLIGES WlTHIN THE BUNI��E SHAL� �E STAGGERED �� �� �� �� :. cq� .��' � � B. INCREASE LRP LEN .('.�TH 20°fo FOR A 3 BAR BUNDL.E `." �,�r � °•° �» � � 1 �----� C. 1N�REASE LAP LENGTH 33% Ft�Ft A 4 BAR �UNDLE a � �� :; � -' � ; 6. IF A NQTE QR DETAIL GAI�LS FC?R A BAR TO BE EMBEDDED Ld {DEVELt�PMENT LENGTH) INTO GONCRETE, THIS LEN�TH SHALL CORRESPOI� D TO A ' LTE' LfiP � .. �� �a ��`� `� ��� � ,; 90° HOOK 135° HOOK MAX OFFSET BEI�D , �t��``� a < ' � ; �'°:•`•«°* �D,1USTMENTS Tt3 GIVEN LAP �ENGTHS. . t � :� ., . �� �-� 1 . IF RE ! NF4RCING IS SPECIFIED AS EPDXY Ct3AT'ED, INGREASE SCHEDULED LAP LENGTHS BY 50% ��� �/�� 1 `� �T I R R U P S O N L Y T I E t�R S T I R R U P 2, �CHEDULEQ LAP LENGTHS ASSUME: � �, A. CLEAR COVE�t IS GREAfiER TNAN BAR DIAMETER, BUT NC}T LESS THAN 3/4" N�.���. D� � _�_�__ �� � B, �LEAR SPACING BETWEEN BAR� {S GREATER THAN 2 BAR DIAMETERS � ����� A�����`�CT�, �� #3 - ##8 6d #3 - #5 4d C. IF EITHER CC)NDITIQN A 4R B IS N47 MET FCyR A GIVEN BAR, CNCREASE LENGTHS E�Y 50% ���� �����' �� � � 1 . A�L BENDS SHALL 8E MADE COLQ 3. SPLICE LENGTHS N4TED BASED ON Fy = 60, 000 PSI . FOR t3THER YIEL.D STREN�THS, MULTIPLY SPLICE LENGTHS NOTED BY Fy/60,000 2. #14 & #� 8 BARS SHALL BE BEND TESTED #9 - #11 8d #8 - #8 6d & LAB APPR4VER PRIOR T(J BENDING #9 - #11 8d , - �� vt.� �°t` t tv .t � ���r'� � Ht}t�K EMBEDIMENT NC}TES: ,k� ; , �� � �� �� ���� � � ���;����� � . SCH �DUI�ED HOt�K EMBEDMENT L�NGTNS ASSUME: �� � � `�` � � "�� �.�r '�€ �'5�,5 �*1A1N $TP51C6'k`r UNF"' L" 9. 0 ! A. SIDE COVER !S 21 /2 INGHES OR GREATER �������. ���� �' ��� ��xs.va�.ucza7 B. C4VER BEYOND 1S 2 INCHE� 4R GREATER �"� ���'���`����`� T1(PICAL REINFORCING BENDS 2. IF REINFORCING 1S �PEGiFIED AS EPDXY Ct�ATED, INCREASE SCNEDULED LAP LENGl'HS BY 20% � 3. IF SIDE COVER IS LESS THAN 21 /2 INCNES, INCREASE LENGTHS BY 40% ,�, � � � � � �� � � � � � � � � � � � � � � ,�, ".. _ { L� � � P � � mq �w � � �: 0 4 a , n � w : _ � NC� SCALE REINFC,� RCING DEVE �C� PMENT , ;P �AC � MENT , AND �3 � �ID INFC� ' . ` � . � _ � � � z _ � �, �{ -- � `-� �.�..�1 �.' � � � � : . _ . � � � r . . . . � _�. _ . n� w. ,.� �..� . � � a � � � . ; .w. _. � .� �. � - � �.� t . . �... � �� . �n,., _ � __ ___ _ . ��._ �'� v.___ . m � �_ ,�w+�""''�i � LESSER C�F: � L.T� + 18", TYP � � 1 � LaH � 2 CLR T� REINF, 12" MAX � ���"" 2) FAR FACE OF GON� LE�S 2" TYP EW 3,-0„ MAX ADD � /2 NUMBER OF BARS 1NTERRUPTED BY 4PNG PLUS 1 , SPACE AT 3"' OC Q �� � NOTE 2 �, r � ii � PROJECT: 13. (}2J1 . S. 01 1�-��`� DRAWN BY : KH � � e $ = - = = = = = = = = n�- � e � � � s � �'� � e � � r � = ,ti- � �' ALIGN PEN'S � �� � ¢ °' DATE : 09.09.2013 � VERTICALLY � ii Z � � � ;, � � r� ` � �'` , � RE1/'ISItJN� : � c� AT BEAM 4R WALL. FACE � ii (�/ � o f � ��,y PRICING SET 09.09.2013 � � ,a � f'ERMIT SET 12.09.2013 � �' ii / = PEF2MfT 8ET REVISiON 02.14.2014 � z LTS LTS UNt� �� --. .-� � � -- B/WALL _ ,,� DETAIL SIhAILAR a � FC?R CIRCULAR Na7E 1 C�PENING� ��/ i ��Y 1 . GREAT�R OF 2uD AND � 2", UVHERE CLEAR DISTANCE IS NaT AGNIEVABL.E, TREAT AF�EA AS S1NG�E UPENING REINFORCED PER "TYPICA� OPENING° DETAlL 2. DO NOT GUT REBAR AT PENETRATI (JNS LOCS. REBAR M�Y �E MaVED 8° MAX TO N�TES: ;,� FORM SAVER ACCOMMC}QATE PENETRAT[4NS � . DETAIL APPLIES UNLE�S RElNF IS SPECIFICA�LY DETAlL.ED QN THE DRAWINGS �- u, 0 � � � ¢ TYPICAL AT QPENINGS 12rr aR L�ss TYPICAL OPENING TYP �C� NCRETE �; � Q DETAi �S � � . .� o � � � �' � � � � N(� SCALE TYP FC} R.M �'AVER �, r�e� scA�� TYP CIP VtCA � L P' � NE`TF�ATICJf� S � � ° � � � � i � � � i i � � 3 , '� , , i i ' 5321 � �� � � #4 TIE� @12° , � - - � � "� E I � � (2} AT TOP @3'" � � ' ' � � � 1 ST P4UR 2ND POUR � � �TRIP Ft�t}TING �CHEDULE � � � � � � � � - - — - - — - - — - - MARK Ffl(3TING SIZE LQNGITUC?INAL TRANSVERSE REMARKS ' �, � � �-T� W x T REINF RE1NF � � LTE LTE SF1 3'_0" x 12'" (3) #5 #5@3 $° - � '�' � � � � = � � � � ; � � � � ;� SF2 6'_0`� x 12" �6) #5 #5 a�712 - � � � � c% 2° CLR � � � � M�TCH SIZE ACVD � � NUMBER dF FTG �' (4) #6 VERT BOT BARS '� � � � z ' .," :� Q � ,_._.__._ � � � � i i � � � DOWELS TO � ' � c� ,�, MATCH VERT °' � REINF � �-, � � � � � � � � �., � o S340 ...�r� � � ELEVATIQN VIEW �.TS OR COtJT �"' THRU FaOTING �* A --- ��4" = � �_�" EXT CC� L AT FTG s�� ��ar� _ _ _ _ _ _ _ _ _ _ _ NOTE 2 6��_0° MAX � � _ , � a� fa i�;{t ti."�t�'� �' �}�� � ��Iv � e� AT � � ,' ��`� ',,,�., _���`� r THRESNOLD ssso � � �`� � -��-�� �. � ��. u� `°__ -: C� � 4 � � �� _ �-- � � ; ���� ; C7 � . �. � Q Ll`S AT ALL BAR SPLiCES '. � '�. ,� � � c.� P L A N A T F Q O T I N G I N T E R S E C T I O N S ���,�i �'° 9.. � � r��� .���'�... l} „ , R �p z+ � � �! j � t ��S rt� " ��fi� ia $ �� ` 4.�. a�9} �4 �i Nc�TE 2 T/FTG, �EE PLAN SEE NOTE 1 02/14f2014 � LONGITUDiNAL T0� REIN � IF #5�a 12" EW, CTR g�i � REINF NOTED IN SGMEa � K����� ��������, � � #5@12" �W, T&B � • • " • � TRANSVERSE -- .--__-� .--y. G�P������` ��1� 2 A REINF �- ' ' . • , �.��`r`t r� � tv���r� � �— .. Y £CRM.^ 3�m+u�%-Y.. ., ,w . ''� � �'-� �� 23CY9+i�'iL#l.TIFiCX K.i�EtlifN��G1�C� � 1 1 "�� Q�"� r ' ��� �.�. ' -c�.t�.��' 79ft5 1NAIN �TlSi1CTs A.��i+Y4"' C.` #.�JI ! . � 3 �- - = I 1 = I I 1 = 111 = 1 I I -� ��x���, ����., �, ��� AF'PROVED BRG f � I I C — I I I � I I I � I I I � ���•���•���� � ��� ���.���,���� _ _ MATL, SEE 3° CLR �ARTHWORK s� o AT SUMP PIT �PEC � � � P1C3T��: � .�. 1 . SU �MIT LOGATIONS t�F CQNST JTS Ff3R REVIEW PRI4R TO CC�NSTRUCTIt�N NOTES. � � 2. LaCATE CQNST JTS AT LEAST 5"-0" FR�M PILASTERS AND CC?RNERS. AT GR BEAMS, 1 . C�EAN SURFACE AND REMt�VE LAiTANCE. WET SURFACE AND REM�}VE �TANDING � JT SHALL BE IfV MlDDLE THfRD OF SPAN WATER IMMEDIATELY PRIOR TC7 PLACING CG1NC ,� � 2. SEE � FaR POUR LENGTN L.IMITS AND C�Ni'�t7L J4{ NT DETAILS. � � � 5310 ,� � � � � � � � �r.�r� � "� � � � � NQ SCALE TYP EL. EVATC� R PIT C� N C� RADE � c� scA�E TYP STRIP FOC�TIN � C {� h� ST JT � NU SCALE �TYP STRIP FC)�3TING �„�,�„� � , � . � � k „.. � . . i� y' . . . ... .�.. e ;F' " .. . ° Z � „ « " x w a � t t . . � +�+� r^ e a ° � ; F s t � �° �'r�� %�. , � - ._w_ ... . . � _� . �. � t-w � �. .. . �,� . .:,.�.. ._�. .. � � , .. x� ..._..� ..: � , , [#�] DWLS, SPACING SE� PLAN �� _ �__ . !_-�°'"� �� � .., ._. .e . � � , , TQ MATCH VERT BARS � -�---- LT� LTS LT5 + 2'-0" WHERE D1NLS CTR �� � � TYPUNC} IB ------ � I fl � d ALTERNATE HOOK „ c? DIRECTI4N r; �/q�,�, PRC3JECT: 13. 0291 . 5 . 01 c; �� DWLS QRAWN BY : KH '�" �t = = - = _ �- DATE : 09.09.2013 �` T/FTG a � c,�v . . . VItALL DOWELS - SINGLE LAYER v °` ,-- (INSIDE FACE SHC�VIIN) "' � �E N�S�ONS : os.os.2o�s � � � � • + c� PERMIT SET 12.09.2013 � p "c� PERMIT SET REVISION 02.34.2014 � z . , 4" CLR 3° GLR � � • . C!? � Q MATCH SIZE & F- [#5� DV�I��, SPACING "�` � H- 0 o SPACING OF ' ' T� MATCH VERT � PIT SLAB RE1NF BARS �-- MATCH SIZE AND NUMBER T OF FTG LC�NG BARS � °.�i- ; �a c� T WALL DOW��S EACH FACE � � . � (1 '-0" MI �I} �� F��T� � � ° ° Q DETAILS � � � � ; ° ' � � � Q � NC} SCALE TYP ELEVATC} � � UMP P' [ T � N U �AC� � � r� o sc,��.E TYP � � MT W,� � L {� N STF� IP �' C? C�TING � NQ SCALE TYP � 1NC �. E �TEP A,T WALL F� t� t�TING � � ° � _ _ _ ,� SEE PLAN � 2" CLR 1 " GLR � LTS C}R CC}NT, TYP � � OUTSiDE FACE SOIL � � � t � � i u � . � �� � : � � t i � F i � i a t i i � i � � a � � i i � � � � ; � � � SIDE) „ _ , � , � , � , _ � , , , , � „ _ — _ - I — � — � k � ____ K � � � i Y � } --- i I I � ` � � � � � � — � � — i � — �— � � — --� � — � � ----- � — — � I — � � — � — — I — � _"— � � _ _ _ - - — _ _ _ _ _ _ _ � cn TNVALL = SEE PLAN �"' . � BAR SIZE & SPACING ' ��� a - - - � - � - - �; � � T4 MATCH HORIZ = � � � � REINF —! --°°-°------ � � � =�- r� � � I 4 TOP REINF 2 #6 EF � � 1NS1DE �ACES INSIDE FA�ES � � � �, �, s FOR ADDNL 0 2 s�� z REQTS = � I _ � _ VERT B, INSIDE FAGE � � cri sssl VERT A, OIJTSIDE FACE ____ . . � �' �' = � ( ° CRQSS VVALL - � `� � � _ _ _ _ �v HQRIZ REiNF c� � Cj _ ...� s s � — � _ � • ♦ %:� � • • k � � VER? B, INSIDE FACE �u "�`�" _ _ _ _ _ _ _ _ _ _ _ _ _ HOR1Z A, OUTSIDE FA�E � — �.�. _ _ _ C�UTS( DE FACE - - i � .,.� (SQIL SIDE) �.� �, OPEN CIRCLE WDICATES _ , � � . . � _ � ( �� VERTICAL REINF = � � � SOLID CIRCLE INDICATES AI�DlTIONAL - �` � - — _ �� � VERTICAL BARS, S1ZE TC? MATGH - • WALL VERT REINF � � � � �: _ I j � � � � � � � � INSIDE FAGES -�� ' . - _ _ _ _ _ _ _ ���� � _ _ _ _ _ _ _ _ �,; = � � - � � . . *� = � � � � '� Q �► Q ��a�-E °fYP T�F` NiD iNALL �.T INT � C� � ? NC? SGALE TYP GR B �AM/� ND WALL WC`T"IN(J I_.AYER� RE [ �1 �' � - � � � . . .. : � �� . - 1 � � * • y} ,.,' . < ;�� �j°rj Fd�t � �s "�a'� Aa?'�y ���� �/' „�e � yd - t �y 1. NOTE 2 60�_0�� MAX � �:��;�`���� ������' �. . . __ _ � � ) � � < � ��� � ♦ • F� '"� '�` � ... '� ,�r �t`Jy:r� SEE DECK SCHED FOR BOT REINF (2) #6 EF = � � �"`°���_�, g�, � .�, � 4 ° MIN BRG l ENGTH � " �°: '� ._', ,' ' �� . S�E PLAN ��_��� � c 02t14/2014 � T1FTG = SEE PLAN _ - - - - `NAL� TC}F� �2EINF BE�1D DOWN FOLLQWING � NOTE 2 � � � K��1��� ARC���`��`�� �� PLACEMENT QF DECK � � 6 �, �(���RI�; �` 2�� � _ _ _ _ _ _ � 5310 � T{BRI�KLED�E - _ - _ _ _ - - � �� � ��� � r� � � ���`rr� . . � � _ _ - _ - _ �. ��.� �� , � "`� ccxz�ra�u14'r-�r� e��r+i; ctst+� ��tw� ��c� oR��N-ra-r�oN FOUNDATlC} N WALI. S� HEDULE � � �� �� � fi�+:�'�`�� ��"S h+txtr+ �rRrG�C'fi, uNF" � it) t �E7'NdiNti�4r R�W7ritI+GG 7�l �4�"�' 'A'X3�r'UX#faeGCilC.{T + VARIES � ��� ���.���,�R�� � MARK HORIZ A HpR1Z B 1tERT A VERT B . . ,�, L3x3x114 C4NT WI FW1 #4 a�,718" #4 a�18" ##4@10'" #6@10"' � +� 112"f�x4" HAS C�4° � FUV2 #� a�12° #1� a�12° #4 a�712" #4 a�12" �� � � FW3 #fi@12"' #� a�712" #8 a(�,718"' #6@18" ,�.,, � NOTES: F11114 #4 a(�,712° #4@12" #4 a�14" #�8@14° � E� �� 1 . SUBMIT LOCATI�NS QF CONST JTS FOR REViEW PRIQR TQ C4NSTRUCTI4N �� ��$�� ����� � ,�,�� ��� ��� �,� � � 2. LC?CATE CONST JTS AT LEAST 5'-0" FR�M PILASTERS ANd GC}RN�RS. AT GR BEAN�S, � w, �a � JT SNALL BE fN MIDDLE THIRD 4F SPAN �� „�, NOTES: � ;�„ AT � RI � K LEC� � E AT DECK BEARING � �► =� 1 . �EE S312 ��R P(JUR LENGTH LIMITS AND CONTROL ,lOINT DETAILS, �.� � � � � � TYP' FND 111/ALL - T1NC� LA`�ERS C� F � � � � NO SCALE F� EINF � � � � � � � � � FORMED JT, LTS "'�"� SEE AR�H �e..�n Gn t,t�R : VERT INALL — #4x � � ASTM A7Q6 DWLS a(,,712", RE1NF _ . ,. , 4 <, a , .. a�Na aawN, �nr� � �� � � � � '� _ � = � �� . � � � � � _ . . e �� � N � � � � �w �� � � = : � � `f . � PF20JEGT: 13. 029 � . � . Q � p . . � � x � ' � � -„� "'.-< < � � d� d z� _� w. _ a�.� � �. ., . ; ���� �� . K�"� . . � � j � ° � v _w. . � #4xCC?NT, TYP � T/WA�� . � �'"i p. DATE : 09A9,2013 � � F � � . � _ � � _ , ._ , . _:.� r ' i � � , / ° HORIZ WALL� _.. . .. . , ., .. . REVI �ION� : e �� , � . � . , . . o REINF �� �r >�,� � . � �. . � � � � � 1 I � i r I r _� I - _ -_ � i -�____.w____ PRICING S�T 09.Q9�2013 z . . � � � � � � � � ! � � � � 1 f - � � � � � � � ( � PERMITSET 12.Q9.2013 � 0 I I f - f I I � I ! I � : ! ( ` ! l ! --- ! I I - I I 1 I I I � 1 I I � I I PERMITSETREVISfOt� 02.14.2014 � Z ��..�._ _ _ �C W �y Z �, �? w lNTEF�MITTENT � '-0° � ° 0 o L4NG KEY� @ 2'-Q" t?G ssao STD HOOK EQ EQ A TYPI �AL � � ° � �TS + � N � TYP FC}IJN �ATIC� N ° � � WAL.L DETAILS � � � � ; ° ' -� Z � Q � N4 SGALE TYP T/FND WALL. � Na sca�� `TYP WALL VERTICAL. � C� N �T JQII� T ;� No sc��� TYP" �T � PPED UR � EAMI�►VAL � AT T�'JP � � a � � � � � � #��� ��� oc �w �ro�. ��o� � COAT. PLACE NJ� BARS A�QVE � ENV BARS 3�_p° � �-' � S7D H4t�K AT �-- #4x � ASTM A706 � � SLAB EDGE. TYP � QWLS 12" BEND D4WN, TYP ° ' � � � , CONTiNUE VUALL HORIZ � o- � � REIN� THRU PCLASTER SEE PLAN SEE DE�K SCHED �OR � � _}� VARIE� a� `�-� S�E LANDSCAP� � 2" KEY MIN BRG LENGTH � � � #4�wCONT, TYP � � ; .__�,;;� #� TIES AT 9 �C � F � � �-- ��..�. � Y ! • �R • O �{ i • � • • _..�v � � - i -_ ( � � . . . . � � V/ I I ' ' �� ' " � AT GUARDRAIL 5 — — i — f i — = I = i I ( _ � 1 = • • NO EXT SLAB - - — - - - — `� � _ __ — _____ _u � ____ 3 � AT SIM �' � � � ���-rs �3�, - � =_ � _ � I C = 1 = i � � == .= l I ; I � l I � 1 I I . . . i 1 �= � I � i � 1 = , 1 = ! 1 �= ' 1 ` �. � � �, I � „ #�� [� �� �„ - - - - - � � � s�� �� ��ca�� � s�� ��a� *_ _ � � � � � L � � �i � � � � �i #4XCt��iT . � « „ E �— . � � #4@12"' C�C EUV �QT. #4 STIRRUP� AT 12° OG ° CTR I�N SIAB 12 4C. � � � � I .�,. I I I I u I I 1 �. 1 DECK �RIENTATIC N ,�.,,, � . � • VARIES � (2) #6@3�� QG. CTR. T&B • c� 3�_�° MIN • • � � � � � « � ,� �,��„ saoo 1.3x3x1 /4 CONT W/ � (4) #6 EF 112°Q�x4" HAS ��4" ��,�"�, """� � #4x ° ASTM A706 ,� � � (JMIT TYP WALL VERT ' ' `� 8AR5 QVER TH1 � LENGTN DWLS a� 12° , BEND C�OWN, IYP � ,,,� � � � s K� � � � � ■���� � � � � � � '� � �� ��.��� �A�1TI �. �V� R � D AI� TC�CC� URT SLAB �, �va �c��E F �1D '�l'�/ALL PI �.A�TE � ,�°T �TAIR '� N � sc��.E T/ FC� D WAL. L - 1 �„�a,,,� . ,� f ,� 'Pt ', ., FN�� D WALL GRADE BEAM 4, ia*�} *�.�n �`� '�r Z � p Ag � �� f d <�' :. ;c:',� l LTS LTS � `���:����. r����� . >, = ,� .; ��� �� � � «� Y y #` q MAT�H SIZE AND �� � f��' � ."` NUMBER OF BM SEE DE�K �CHED FOR � * � „ `� � � .,,;,� TOP REINF 2'" KEY MIN SRG LENGTH '��� '`� �°" �°`�° °� ' #4xCONT, TYP 02/14/2(l14 � _ _ � _ _ c„� _ _ -- _ _ _ �- � ��$���� ��������� �� � ��IFY�(Cs � �(�� � MATCH S1ZE AND - - - - - NUMBER OF BM � ,. �������r� ru r � ���� t� SIDE REINF �' ,€x � y� �' �cztat� utrr �rrt �r�s� rrdr�a��� � �� � �^ ,� #4 DOINEL @ 12" QC. • ,�� .�` „ ��� �,�� �,���, ���- � r � , T N SIZE AND CZR IN SLAB � =�� � � I — ������, ���� �� ��� �a�«s�a�s.�i�aa� MA C I I I f �. . l I I � I DECK ORIENTATION `^* �����'�'��"°°� NUMBER OF �M 3'-0" MIN � . � VARIES BOT RE1NF ' �' ssoo � � _� L3x3x1 /4 GC?NT W/ � � {3) #4 � ^ 1 /2"�c�"' HAS �a�4° �.� Y� #4x ° ASTM A706 i�'�C� � . . "� �„ 3�� QWLS a�,712", BENQ DOWN, TYP � � � � � � � � . � � � � � � � � � NO SCALE TYP GRA� E BEAM TCJ FRID WALL - 1 r� o sca�E T/�' ND WAL � - 2 � ,� � � � � � � r � � � ra � � 3 � � � � . .. , �j''y�Rfj.�.� (��\(j� � YI V {�� B�IT � � . . � i P • • • r . � Z. � �. f � _ _ � - - FND WALL _� � � . .. � � , � LTS C�'' - - - - - - - �rrv ... r . _ _ � . _ � �� . .y�, _ , E SLAB PC}UR QVER -� l --� .' . ___ .. , � FND WALL MATCH SfZE AND 6" CMU BELQW STONE. � - - - - - - - - PROJECT: � 3 . 029 � . 5 . 01 � NUMBER OF BM �UT TO FOLLOW �R��E. �; TQP REINF _ - - GROUT SC�LID � � * DRAWN BY : KH � DATE : 12.092013 r�: �- � o . . , "� SEE LAND�CAPE "' F�EVISIUNS : � �;, ' • PERM17 SET 12A9.2013 � � -- � � - I I ' ' PERMITSETREVlSION 02.142094 MATCH S1ZE AND `-.� ° NUMBER 4F BM TILEDGE i� — i i i — c � � - � z S1DE REfNF SEE ARCH � , z � � c� � o . w Q �' c� c� MATCH SIZE AND ,� NIJMBER OF BM 84T REINF . • � � �,� � ��� � � FCJUNDATION WA�L ° ° d � � � DETAILS o � ° � -� z . . C,� NO SCALE TYP GRADE BEAM TC� FNC} WALL - 2 � rvo scA�.E T/FNC� WALL - 3 � c� o � � c� w o_ _ _ _.__�_._�___ _ _�___ �__ __----_ _____v e .__ �_ _-- --- --- - — -----� _—.� __ �� _ _.—_ _ _ __ � _ _ � __ _�____.___ �- --- � � � '� 1 1i2° ± 1 " ��, �r� ; ��� 2" AT WALL END tio � � $ AT SKEWED 1 1 /2° � EMBED & BEAM CL T/CONC s�2o TYP EMBEDDED PL SCHED�� � r s32o CQNNS A , DO N(�T iNEl.D __ _ �. _ _____ _ � _ _.. _ _ _ . _ CAPACITY (KIPS}* D L T4TAL ""� � 2�� �t, 1 �/16"� 3l4" SLQTTED HOLE � ACRQSS TC7P WHERE s � BEAM ��� STUDS 8° STUD� {IN} (IN) # HAS �, � iN L, STD HCLE IN BM �, t�� ANGLE LE�S s32o o �---- EDGE OF �"' � � TlPL = TIBM, TYP ! t' C�NC C$, W8 10 10 12 6 4 � � - - _ - - - - - - - - J � � , , , C10, W10 10 10 12 6 4 �" � r� , , 3 AT TOP ---- � PL 3/4 � c� i S320 GC?RNER C12, W12 25 25 12 $ 4 ` «� �. � i � �, � � LL' ` EDGES W14 33 33 14 9 6 � � := �7Q� NfAT�H HAS „ � � /4 RETURN �, � `� t� �, i �.. #6 314 !� HAS TYP, - �_ �� � .-, � ) , , SEE , �,, TOP, FU�L I 2 0 M1N W16 39 39 16 10 6 ,,,�, � LAY�I}T AN � TC�TAL. SCHEDU�E FQR LEN�TM , � ,�, RETURN 5J16 � ' � a T____ � � �` NUMB�R �NCtV1f�l iN �M � AND TOTAL # ; 8C}T � � , W� 8 40 50 18 12 8 � U EMBEQ S�N �DU�E , ti� 4 �� t, c, 2 W21 46 56 21 14 8 � � � L6x31 /2x3/8, (2} PT , ' I B(��TS, CENTER ' ! � ss2o � � VERTlCALLY QN BM ' -�.�� � `�' WHERE � W24 46 64 24 16 10 „*� ��.. 3 SIDES, tl � �� �, �, LESS � W27 50 68 27 1 $ 12 �� � � � ��_= 5/16 �� NGTE 1 ' - W30 55 73 30 18 � 4 � TR1M FLG T&B, ONE SiDE � z � � ,/� QNLY, AS REQD FOR FIEL� � 5 WHER 5 AT BOT W33 55 74 33 24 14 ��',�,,,'�' � F41� WALLS ��TWEEN �" AND —` �" EMBED ELEVATIQN o s32o �ESS CC?RNER �..a � 14" THlCK, PLATE iNiDTN TC? WELDING CLE/�RANCE.� BICQNC �v � ss2o EDGES W36 58 77 36 20 16 ,� � MATCH WALL THICKNE�S. FOR BEAM ELEVATI�?N � s _ _ _ ____ _ ____ � _ � SERVI�E LEVEL (ASD) "` "°` � WALLS THICKER THAN � 4", NQ��S: ** EMBEDDED PLATE TYPE IS BA�ED �N BEAM DEPTH . IF � PLATE WIDTH � 14" 1 . GQMPL.ETE ALL WE�QS PR14R TQ INSTALLING DECK C�R USING BEAM TO SUPP{�RT ANY GQN�T'RUCTION MATE�IALS PLAN REACTION IS GREATER THAN �CHEDULED CAPACI'f'`(, � � �IlNIMUM Ct}I�+�RET� EDGE DISTANCES AT WALLS REG2UEST CUST4M CONNECTl�N FRt�M ENGINEER � 2. SEE ���� F�R WELD{ NG UF REBAR TO EMBED PLATES 1NHEN REQUIRED . DA� MAY BE SUBSTITUTED FQR REBAR. � � � �c� �cA�� � � 11� � ME� ED AT � ND t� F 1NA� L � NC7 SCALE TYP BM EMBEC� P � CC� NN & S � HEDUL � '� � \� ��� � � i�„ z�� � � ���� ,� r� �i� , : ::k = `t+'^ ; t+ � = F e; ;v° ,f+ r,, C.� �' �', o ��f � r �� q4�i . � �a*�.;.: .� ��y .� . >.�+.F;7$��`� SM t?�,,g�sg� y� '•�.+ . s�rfi�� �� �rs �s � ,,> ' � +��s/�{ �t ze u ��+V� '. r _,~..i '`� M� ,,;� � 4°� � 1� T�'F' � 14 A �S � � "'r _ �.� t�� �'j11 � ���f. ,.� �„�`a ""` 8" TO 2'-0" " �<;�k � 4, :. �r;i,aal _,ti � �.- ` 1112" � � ��``��,, Q211412E�� 4 ,� _.��..._ � � � � PL3l4x8x0'-1 (� WI � BENT PL 318x�� ��\ � � � � � � � � �a M'� ( .�- #6 T & B tA706) � 1 1 !4 #� Nt?LES � � ;�, `h � � � � � ; f' W8-1N1 $: (3) �6 � � ` , f, � ��;, � � � e � � � ; W21 -W36: (3) #8 ---- -c �=� « �` ������ ����`��:TS, � ;� B�AM WEB � �' " � A706 � � ` � �, � ��PY�1G;��` ��� Z 6 il \ � lJ ll I il � � (�} 3/4 S�x9 EM�EC? � ADDNL #6 FOR W27 & A64VE � ;����- t � �` �s �,��' t � r ��� HEAC��(� ANGHQR �' ' -" � ' �cirt� ut.'r-trtcs r�rttsF �rvrs��� ���� ! _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ c _ ee _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � , � ��' .::>. ._ � ��a M«�AtN �Trt�rr» tlNY° C t R i � � f �,� �'i?WKY4tJ]4r YS?.51.i7fJAE,XR ��YlSa'3:'k ( $?iis3k '.«EG.4C5C7�"F ll lJ � CJ \ 1 trt% �'i�G.421ffi.iiQC3[J I STRIf� B{�T FLANCaE �,. , EACH S1a� t , I � = = = � = � � '� lJ \ J i � � \ 1 � ,M� � � � Q I 1 � I ��� �� � � � , , ° � EDGE OF C{JNCRE7E ��" 0 � � � C�7 $1GQNGRETE � NQTES: :�. � � � 1 . REQUEST CONN FR�M ENGINEER IF f� > 45° � � r TYP �S 1I4 � _ �__ _ ___ _ � _ � _ _ � � � � � � � A �,� � � � � � c� s�,��.� Nt3 SGALE P BIVI EMBED AT ;� KEINED BM N� scA�.� T� P BM EMBEQ NEAR �iWALL NO SCALE TYP BM EMBED NEAR EDt� E +C� F WALL � �► � '� � ��,,N1 TCJ ENE� C� F WALC. � �JNN � � 15 2 �, � � .� � � � � � � REPLACE ALL � HAS WI #6 (A706) o e . , #6�"-4", EMB�D --�� , ' : ��:w :� ,�P � SUPPLfER TO TIE IN � . Z- `'C "" . �� . . ._r. � � FOR HAS AND 6 � � _ . . PLACE CENTERED C�N ��� ¢ HOOKED BARS sazo _ � � . . .� � � .�.. , a ..� r,, PLATE, WEE.DIN� NOT _ �. � ..- PRC�JECT: 13. 02� 1 . 5. 41 _._ _. KM �' � PERMITTED N. . . _ �� DRAW�I BY : . . _ _ - "r� ��) �- ST{�P WELD (2� Q ...__.-�—�-�--- -- r.� �� C►ATEe Q9.09201 � r�: � BAR DIA'S � REPLACE TOP (2} i i c - - � � - c> FRt?M BEND _ � HAS w! (2) #6 (A706) �, � � � � � � REVISIONS : � I € il � ; BAR SIZE E L BAR SIZE D �� �� �wciN� s�z �s.os.2a� s � L J l J PERMIT SET 1 Z.Q9.2O1 .� � ° #3 3/16 2 #3 1 /4 c _ _ _ _ ` PERMlT SET REVISIUN az.3a.2o�4 rn t- � � #4 1l4 2112 #4 5116 �, �� � °; #5 5/16 3 #5 3/8 � � #6 3/8 3112 #6 7116 LESSER QF: c � � l � � �� `} #7 7/16 4 #7 112 1 } LDH #8 1 /2 4112 #8 9i16 2} FAR FACE UF 2 F4R HC?RIZ CONC LESS 2" s�2o BAR� Nt3TES: � � 1 . ALL WEL.QED REBAR SHALL BE A706 SINGLE SiDED BACK-TC1•BACK TYP STEEL T(J � � � Q CQNCRETE �; � ¢ CC� NNECT1C� NS � � � m � � � _ � � . . �' TYP BM EMBED NEAR TC) P- EDGE C� F �' � � �' r�a sca�� TYP R � BA(� WELD � t� H � DUI. E � �va �c�,�. E TYP BM EMBED �1EAR TI�NA �. L � NQ �CALE � � ° ° � 1NALL � � � � _ _ �—�e �_ _ ----. ------ __� _.�____ ��___ ___ _ —__ _,_� _ _. ----_ _ _ _._�m._ __—_�_�_ --__ ------ __ __ m--- -- __ _ � _ _—�� _ __ — _ _.�� �_� �� _- ---- - --- � � urvo N � v4 ` � � 1 1 /2'" �,� 4�� �`P ssoo 3i16 4 � 3/4°� ANCHOR RODS, � � � i 31 /2" 3/16 4 � UNO o o "' ° � Q � � HSS CaLUMN — �° � c.,� . � � � _ _ _ _ _ _ "'"'"" _�_ _ �,��„ PL WASHER 1 /4x2�c2 W/ STD `� � � "1 �'�" HO�.E o a '�., �. u, REINFORCE AS � 1 /4 WALL QPNG _ _ #4x a�12° � :� � 3 SIDES TYP � � 1 /4 * ;�. �I�BED PL 318x8x8 W/ L4x3x1 /4xCC}�1T (LLV} � 1 /4°� HC?LES ! N � � c� SQ��� (4} �/8"�x6"' HDAS @ - BASE PIATE A � � o TNVALL AT St�ME LC�CS 4'-0" C?C MAX WITHlN � �..._ '�' � � 1 '_0�� C?F �ND �- � � .- FITI'EI� �TEFF PL 3/8 ES , � c� Z � .. , OPT[ON #1 - EMBED PLATE � � w w ,,.,,� v jPL 3/4�] W/Lt�NG HC�RIZ , , A � � .�.� � � S L 4 T S, C T R I N W A L L 5 i 8"S� N I L T I K W I K B Q L T � � _ � °° '"� � TZ (4" EMBED} @ 2'-0" � � � � � t � 1 /4 • • CJC. P�A�� F1R�T � 1� b; ' � '�.� `�."" � 1 /4 ° ' � ANCHQR 6 (MIN) , 1 -� �- s .,� � � {MAX} , AWAY FROM _ _ _ _ _ _ _ _ _ _ _ _ _ _ c� �� ,� EC�GE OF OPNG r— � �" `� = {2) 3/4 �c� 2'-0" OPTIqNAL LEVELING � � :.� .� � � EMBED NEADED - - - - '� NUTS � � ,�, ANGHC}R RQDS � #4x (�'�— �?a 12° DQUBLE NUT C}R � �" � `�-' � z z - _ _ - - - L4x3x1 /4xCONT (�L�� WI HEADED ANCHf�R ROD ;�. � 1 1 /2"' TYP 3" TYP � � fi 1 /16"x21 /2" Ht�RIZ SLOTS � � � � A `° IN VERT LE� � � NS� CC1L, � � � OPiION #2 - POST-INSTAI.LED ANCHQRS � � � � . �, �,� ��� 3�� '� � r� r� s�A�.� P B �1 PC� � KET , �"- 11 " V1i� L. L NO SCA�E T'� P MTL D � CK SI�A� T� � C� NC V1/�LL I � �a. a _ � � I i �` '�" ^x� �;�:i:`;t-° "`�.i =Ft'� . •��t��r� .. . . � � � � � ~ ��, °� e��,�. ,++.����,�° ` �``, � � T ���n m��'�'������� tJ(��:��J``s, ;3 I I INTEFtI(JR � EXTERIOR �= <t' ��g� �; p� GUA�URAIL P�ST AND � � - � � � � � BP1 � `�s � _ � `*' ' CUNNECTION TQ EMBED BY `–~�-� � � � " �; ��: �, ,.� GUARDRAIL SUPPLIER. ( I � �' � , �' � ` ���, .;, ..� " C4NTR Ct�C7RD �MBED ( i � 8 =. a., <, �0.;;.,5, L{�CS VVITH GUARDRAIL I I �" 4,� �,� 0211412014 PtiST� I I � I I ( I I �► ������ A�C�����T�, �� I � o �. �f}P�'�����` Z�� � 9'" MIN CC}NN DEPTN � � __ _ _ , _ ` _ _` �v � � r,. � : �. �.�r��° � � � r� ��°� � r� ( I � d � � ' � � �� ��.,-E� � ��« «���,�� ���'� �..,, m. � ' T = 3/4" � � • ��� �.�,�, ����, �,�� � � � � scawxa.v;�x. �#�r,a�rew,DO �f #,�t� �7.C#.��Af!'i.6i#Rt? � BP2 ��,x ���.���.���� � N � .tn t � ����a �� � wt ��� ������4,_0�� ��, �„ ��� � � DAS THUS: � ---� • . . � � � q (1 /8) � ,r,� �-- ��� — _ _ � "' '�'► +r �► • _ = �r� '�' � p ,:n ,� t"� � � � � � � � 1 `-2" ? � T = 3/4" � +��� � :: N � �„�,� :,�` �p3 ��' � � NO SCA�E AUT{� COURT GIJAR [� RAIL EMBED � �► � ��� � � � 4ir �n ., � � ( � � E � � ic� — � � � � . t-- � Oi � 7 = 3/4`" � � ,� BP4 P ROJ ECT: 13 . 0291 . S. 0 '1 � ` DRAWN BY : KH c� � � �_a,� dATE : 12.t�9.2013 �- � , . � �n �n �n � � .�. c� _ �_ . REVISIt�NS : � . N .- � �' PERMIT SET 12.d9.2093 � w . .�. . " . �'',� . _ .� -� �� PERMIT SET REVISION 02.14.2094 _ � `-� � -_ . � � � � �� � � � �� � � � ''� _e � ; �`� ~ � � 9� .�.. , _ . .� �.w. . � ..._. � � � _ � � _ �.. � . . ,� . . � c*� ,�- tL C`} � p �. � � T = 3i4„ ` I BP5 r � N�?TES: � TYP �TEEL T�3 1 . SEE PLAN FOR BASE PLATE M1�RK � � 2. PLATE SIZE MAY BE INCREASED AT HSS COL TO PROVIDE BE�LT GLEARANCE �Q � � ��TE ° ° Q � � � G(� NNECTIt�N � � � � mQ � � ov °- � � � � � ;',� �va scA�,� TYP CC? iL BA� E PLATE - GRAVITY � � � � � � SEE GENERAL �} NOTES F�7R POUR �' LENGTH AND AREA � o DIAMOND t�R :. .: , , r �. c�, LIMITS : �- ROUND � . , : �. .x,. : . . , .. : , �� �� � . � 8!OCKOUT p��,�Q f _ _ � CONST JOINT � � � E 94° E NF�g ss3a ssaa C�NTROL C?R � � ' Gt7NSTRUGTION JT � � ,_�„ � — ' � ;� � -� — — - - — CL C{JL � � 1 �,., � � C�L.UMf� � � � � TOOLED JT AT � � cv CJ QR EXPOSED AREAS GOLUMN OR g °• `���' P(CASTER � `� c� � �� - - - � GONST JT ISOLATI4�1 JT ssao :� - - � �� � 1q�-0'� MAX �W � �� "�~ � % � - - ,..,� ° r� `�` � � MAX ASPECT � ,� A � � � �, � Pl�4N AT Ct7LUMN PLAN ,AT PtLASTER PRC?VI�� TYP ; � � RATIO = 1 : 1 .5 .,� � TF�1M REII�F AT � � � � � � Z � �-�° 2 #4 BC?T FIRST POUR ALL OP�GS, � 4 _ _ _____/ .� � � � ) � GOLUMN FACE NOTCHES, AND ��; � ��.� � � `� ssso RE-ENTF�ANT ss�a e � � GORNERS - - ""'""` E #4 a�712" -�-- - S33Q C� [:� `�'� � fi 2�� PRQVIDE JT EUV AT w�'��"" � � � _.._ ._ s {2� � B4T ALL RE-ENTRANT ; s�ao `"'' � � �_��� CORNERS ; � �ECT14N AT COLl1MN Ct�NCRETE ENCASEMENT ' '� ""'� � TO CflVER CUL BASE, � � TYR NUTES: ��� �� N����� ����� 1 . KEY PLAN ILLIJSTRATES C{�NSTRU�TION �QNCEPT� ON �,Y. SEE PIAN FOR ACTUAL DIMENSIC?NS AND ARRANGEMENT ���.� � 1 . SEE ARCHITEC7URA� DFtAWINGS FOR ADDITI�7NAL lNFt�RMATION 2, PROVIaE AI�DITIOi�AL Ct�NTR4L JQINTS AT ABRUPT CMANGES I �1 THICKNESS AND LQGATIONS PRONE T4 CRACKING. C4C3Rd L(?CS WITH FLQOR FINI�HES AND INTERIt�R WALLS � 2. REBAR fN �TAIRS EXPQSED TJ WEATHER SHALL BE EPDXY CaATED "�` 3. SPL1 �E #4 BAR� 2'-4° AS NEEDED " �� s���-� T'1�'' P St�Ca STA � F� NO SCA�E TYP SC� G � LOC �t� l1T ,�T ,,�, Nc� sc��� TYP � C� Ca f�El�` PLAN � � � r CC� LUM �IIPILA�TE �. ATT � 6" ATT < 6° 1ST POUR 2ND POUR #� ES CC�NT ' "`' °; ;° , ' q Pkq, �• �� ��$ �° �, `}� �' �����' ` �P t*1 1tp n 1 C �"''�'� 'y�b' �. �d`�.� �f�'` {••, � w I� �+ �.�I '✓ ➢ l � � ..7LMR"Q�-C7I�t'l4rG �7{�iI7E�Ui�G • �. w � .4E . 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NaT RETARDER, SEE SPEC ��" z� " �" � ��""� "�'`� '�°� �"�°'�'���� PERMITTED AT 8" SC?G 1 /8" . ��E ARCH � ���.���� �` ��' =� �� �� ��� � �� ���, ���- � � � , EXTEND REINF '�� ° �- - - - - ��,���� ����,� �� ��� �- �,�°�����°,���� � THRUJT gffi�$����s� �_ �= �R$ ���� `vLar•i .�lw 'f r JJf ; Sr � S� • Iq• ��•'+ �� ��t ".L. ti. ,J. ��. e«: • �� �' r ��f • Y � f.i � •�� '� ,�,esrt� � - - - - - i .. ,. t ' � i` .�.: i i � E =i �' � � ` t'i -- t' , - -- I I I -= 1 I 1 = 1 I 1 = 1 { I I I I - �' �, � � � =5' v* ;:= y'=�,.�. : �; , =�,iit; �i,, :S �°f = = — * =° � � � � �* (3} #k4X�"it�NT . +-' - ; - -,, , . a,1 ; ` .. "" .�� ":� . ' , _ � C , ` � �.:° ; ,. _ . . , . . , • CfJNTVAPC?R � _.,., ' n � y ...` `; • . ; � t ;�; �'r �R . .+ , y s , �{ A'; � �.� O � � . . . 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EINF NQ SCALE TYP SOC� JOINT� � �vo scA�E TYP :� (JG � GHE [� ULE � ,�, '� '� TYP S {� � BELC�W METAL �TAIR � � �„ � � ,� � � � � , a_� 1 112n ��(l G��Vn � , ��� ; � . � 12" �� #4@12° (2 MIN} #4x � @ 1 CLR � o-._ � . . �. ' . ��� " ��. . � �� � 2'-0° � �-' � ,. ...�v � � .��..b �,� . � CtJNST JT U�JWR 6x6-W2.9xW2.9 � � � _ � �_ . _ � - , ,. � , � _. . � . � ��_ _ .. . __ _ _� _ . . .. _� ._�_ _ _-_ � — - - - � . � � .� � PRt)JECT: 13. 0291 . S. Q1 � � � N DRAWN BY . KH `s' � �, DATE : 09.09.2013 °- ELASTC?MERI� JT � � N • � 12" �EALANT WHERE p #4xCC}NT ---�--�����`�`_ � - - — 1 � #3x�t' @16" W/(4) #4xGONT REC�D {SEE ARCN) REVISIC}NS : TYPICAL � �- 12 PRICING SET 09.09.2013 � � s ����~ PERMIT SET 12.09.2013 � p �y �XGG}�1� _ PERMIT SET REVISION 02.14.2414 w C!� � CV Z � TC�Q�.ED JT I � R�QD BY -------�'�`�� 1 : � S�QPE ADHES{VE ANCN4R c�°'n � ARCH � - - u� �t � �� 1 /4" PR �ORMED J FILLER �3VER FULL �LAB 3 -0 � c� c� �.x �? � a�12" «> DEPTH , Fl �LER SHALL � _ _ NC7T PRUTRUDE ABOVE - - " �– `Y' SLAB EQ � 1 � PCTST-INS7A�LED REBAR OPTIQN � � $�� Q �"- w M1N ° � � TYP �C�G DETAIL.� � � � � � � � ° � �' Z � ° '� � � c� sca�.� � C� t� AT TC.) P C� F 1NA �. � (JR � R lBM � Nt} SCA�.E TYP SC.� G STEP � NC1 SCALE TYP �C�Ca EC� UIP PAD � NU SCALE TYP SC� C� I � tJI�.�AATI (� �1 JCJINT � � a � � � � � � � � .� .� � c� 1 � T— � � � � � � t[f �..�; � N � � � 6° M! N � t » � � � cs� � �`' ANCHOR R4DS BY ----�- c� "� � Q EQUIP MNFR �~'``°°°�. ca _ „�,,,,,� � � � � � � � � � C� c, � � - I i I � I I I ` I I I — I I I ..�......_,. `� "�` � -�,,,, "� ,.-.� � � � � � M � #4@12" T&B EW "`"'�= � 3" CLR �:`�'"�' �► � � � � � � � � � � � � � � � � � � "� N (J �CALE TYP EXT EQU I P P`,A, D ..a ,} � � , 6"-0" OR 1 '_0" BEYOND SHORING C�UTSIDE ,;:`� � , �� f �`} �� FACE, WHICHEVER IS LARGER m m �'" �:,�"��e�� � '�`�'� � �� ��,� ,. t�e� ..�� -. 1 1 /2" KEY � r„ �� � �,� ,� F— � �4�� a; . 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A�L HOLES IN --�----�`'� =� ' � 1 � ' � '� 54 54 � 66 � �� �` 78 � 78 ����� 90 90 ���� 10� �� d3 - � � � , ; 6 66 � 78 7 � 90 90 � 103 103'� ���� ` 54 54 ` 66 � 6fi 78 78 ��� 90 90 03 03 W27 - W44 54 6�i 78 90 10� , ; � = 54 54 �� 66 66 �� 78 � 78 �� 90 90� �� 103 1�3�� � � �� � � � 5� . 54 6 8 � ' , ; � BEAMS ARE � � � � � � STANQARD � Q NC?TES: 2 HOLES v- 1 . # INDI�ATES V1rE6 REINF{�RC�MENT F��QD Ta ACHIEVE NC?TE� CAPA�I7Y. SEE - �� TOP � BOTTOM CC}PE PROJECT: 9 3. t�291 . 5, 01 � � ssaa RECT UR ROUND REGT NSS � iz" RADIUS 1 1 /Z DRAWN BY : KH COPE L.EN�TH USE T{�P COPED a. pATE : 09.09.2013 � 2. F�R SKEW�D �EAM Ct�NNECTIQNS ��E s�o2 � � HSS COLUMN tJR TYR COPE � , � � s5oo � W MIN WALI. THK r � ' �'# �'� s „ p VALUES ! N TABLE � + �, � ' 3 3116 - "! ; � .._�— ---.._._. �} 1 „ SEE SCHED c, , 4 31 6 _ " `�" � REVISIONS : � � � Ct3PEC} AT T4P FLG t�NLY C4PED T&B _ ; � � 5" 3I16" �„ 1 1 /2 (� PRIGIN� SEl' 09.09.2013 i � i i , �= z PERMIT SET 12.09.2013 _ � � 1� 1 /2"" AT C}RTH�7GONAL �QNNS, � , � , C� , TYPI�AL „ N .� � o � 1 /2 MA7� � � !2" MAX AT �KEWED CONNS � � � 6 3/16 ALL HC}I�ES IN � PERMIT SET REVISION o2.� �.20�� rr.i N- � � � g� 7"' 1 (4" c BEAMS ARE � � � s�ao - A � � � I z 5/16 -� � _ cL STANDARD Ht7LES z � � , � � , N 5/16 $,� 1 /4" W � � � C� w ¢ , , � � � � ; � � ; ��� 5I16" u; ,� � 5/16 c� c-� �� 5/16 � I i � � � � 10"' 5116" ' � 1 112° �- � ' � 1 ' f ' 12" 3/8" -� � ' � � ' ' 14" 1I2� = � � GQP� LENGTH i i � ey ' ; �M Sl.()T WALL � ; i i � � ' � � � ; ~ � 5/16 3l8 � QF HSS COL 16° 1 /2" � � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � zsooa SEE S�HED � 5/16 WHERE WA�L �______ _ _ � � ; � TNRU PLATE OPl'IUN THIGKNESS < MIN, TOP COPE QNLY BOTTOM CUPE +�NLY "�' w AT EX�'ENDED � 0 4 _---`"��� PROVIDE THRU PLATE 1l2" 1112" NOTE: � � � �L CJNN s5oo s�oo .�-�,�, BEAM TO GIRDER BEA�I TO HSS GOL A AS SHQWN THE GEOMETRY SHt�WN IS THE BASIS FGR CA�CULATItJN� OF 1.IMIT STATE� INVQLVING � �- � CaPED BEAMS, ALL EDGE DISTANCE DiMEN�IONS SHQWN ARE MINIMUMS, TYP STL BM C(JNN � � � � � aw � � � �; � '� � � � ����� F� 8 ���!/I SI �1C� L � F' I.r.I�TE C +C� NNE �TICJN � CHEC� ULE � Nt7SCALE TYP BEAM CC) PE {� ECJMETRY � � � � � � •� � � � BQLT GAUGE �HALL ,� � Z � z NOT EXCEED DEPTH � �n ta W �„ OF PLATE � � � � � � ��-,' � --W-� p rMAX EQ EQ � � DOUBLE ANGLE END PLATE � � � i � / AT DBL ANGLES � � � ¢ �-l— — —T ° -' �,;, .� � � � � � � ;" ��� W�� # *� C3) � O � Z _ - � � ('� , �' � d�' � '��`Y� � *��` t- x° t°' � r° � � :!, �-- ti-- � � Cl.. � � � , � � � 3/8" ANGLE ------�--�,,, � � PL 3/8 � � � � Q � THICKNESS � m �, o � � � � a: ,,�� w� � � � � � � � � w � � � „�,�„ �: v � � � � � J � � � � � � �y c� a�o c~r,� � � � # � � u) � �u � � .'" :,�' � F�R ANGLE/END � z � � � :��'�'' � PLATE SIZE & ssa� 1 �� MAX � � _ - `"'' � DETAIL ,_�—. ° STANDARD 4R HORIZ = z � � � SEE SCHEDULE � 2 SHGRT S�OT7ED �-- � �- � '� '``� � FOR CAPACITY S501 HOLES MAY BE � � ANI� WELDING USED, TYP ...�.� � ANGLE END PLATE �'` � � � NC3 SCALE TYP BEAIVI DBL ANG �. 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FOR � � , � , f GU�S�T PL 1i2 � °- ADDNL REQT� SEE; � ; ; , ' ' ' ��—�'' w � � cr.� t— s3z1 i � ,f ' C] � i i , � 14 4 EA SIDE UF � 1l4 4 � GUSSET WP � � � � � � � o � BRA� ED FRAME �' °; � DETAf �S � � � ov ° � � � o � � NC? �CALE F.� RACEC� FRAME �CONNECTIC) N - �'J � � � � � MET�L t�E�K SLAB SCHEDULE � •� D�CK GONGRET� MtN DECK � TOTAL MAX M!N [}ECK GAGE, 2 DECK �QNN DECK � � DEPTH Gt}NC ABQVE THK CONG TYPE �SEE UtdSHOREE� GAGE, SPAN UR MAX DECK TYPE (SEE DIAPHRAGM � � SLAB MARK TYPE (IN) DECK (IN) (IN) GEN NOTES) SLA� �E�NF CL�AR SPAN 1 -SPAN Mt}RE CANTILEVER SCHED} SHEAR {PLF) REMARKS ""� _. � 1 .5VLI2A 1 .5 VL 1 1/2 2 3112 TYPE 4 (N1NC} 6x6-W2. 9x1N2.9 WWR 7'-6" 16 20 - A - - c„� � � 1 .5VL13A 1 .5 �1L 1 1l2 3 41 /2 TY�E 4 (NWC} 6x6-W2.9x1N2.� WWR 7'-6'" 16 20 2'-0" A -- -- � � 1 .5VL13.5V 1 .5 VL 1 1 !2 2 MIN, 31 /� MAX 31 /2 TYPE 4 {NWC) 6x6-W2.9xW2 .9 WWR 6�_6,� 16 20 - A -- - � °�" r°i MIN, 5'" . � t-- � � � � c 1 .5VLI5.25V 1 .5 VL 1 1 /2 2 MIN, 51 /4 MAX 31 /2 1YPE 4 {N1NC} 6x6-W2.9xW2,91�JWFt ��_��� 16 20 - A -- - 'r,.�; � � MIN , 6 � � �, � 3!4 �"` ,�► a MAX �,, �' t.3 __ � �. __ _ __ x 1 .56 1 .58 11 /2 5�_0�� � 8 20 B 550 � 3N 3N 3 __ .� _ _ � �i_p!� .� 20 - C 350 - � � � � � � N4TES: � "� � 1 , CQMPLY WITM AC1302. 1 R RECOMMENDATIONS FQR SCREEDfNG, RESZRAIGNTENING, AND FINISHING ,.,� 4PERATIUNS F4R GONCRETE SURFA�ES. �.� � ,� 2. fNSTAL.� DECK OVER 4 SUPPORTS (3 SPAN CONTINUC3US) WHERE PC?SSIBLE �ECK G� NNECTIC� N S� HE �►�1LE "� 3. DECK DESIGN IS SIZED BASED UPON TNE FQLLOWING MA?CIMUM G4NDITIt�NS: `""'' � a. WET WEIGHT t�F CQNG = 145 PSF NORMAL WElGHT ,�P� PERP SUPPORT MEMBER� PARALL.EL SUPPORT N�EMBERS SIDELAPS � � � b. DECK I�E�LECTIUN = 3!4" CQNNECTION PATTERN CONNECTION PATTERN CONNECTi�JN PATTERN � c. AVERAGE SLAB THICKNESS INCREASED BY 1 /2" FUR L�VELING � d. GONST LIVE LOAD = 20 I�SF. IF C4NST LIVE L.OAD WILL EXCEED 20 PS�, TNEN CtJNTR SNALL DESIGN A 3i4`"Q� PUDD(�E WELDS 36l4 314"�S PUQDLE WEI�DS " 2" QC #10 SCREW 3�_0° OC � � � DECK FQR INCREASED LQADING g 5/g"� pUpQLE WELDS 36C7 5/8"� PUDDLE WELDS 12" OC #1 (� S�REW 5 / SPAN � 4. DECK TYPE 'V�J' MAY B� SUBSTITUTED FUR DECK TYPE 'VLI' ,�-- 5. N� TEMPORARY �HaRING OF STEEL DECK PERMITTED WITN4UT �RIOR ACCEPTANCE 4F THE ENGINEER C 518"� PUDD�E WELDS 24/4 518"� PUDDLE iNELDS 12" (�C #10 SCREW 5 / SPAN � 6. HANGERS WITH A 50 POUND �iMUM LQAD MAY BE PLfi�ED AT 4'-0" PJIlNIMUM SPACING EACH WAY. p __ -- -- __ -- � _ � METAL DECK PR4PERTIES EDGE OF MTL DECK � -- w � � MINIMUM dECK SNEET, TYP /� BEARINGS {IN) � � � i.J � �i q ei<� x� Est `t'L; w Q � c`�n i � z � c� DEGK CL���URES AS , �#�;., �,���,�`f ,� y ca c� � � u' � c� � ° REQUIRED .:;` ,��?�;� ; �. DECK c.�a c.�> v v z e, w � w � �':� � � � �g",� � y , �r w w u� w ,.;..,, �» z X E- � � ��� t� � L� Ca r c� t/y u3 i r � " ��$� f,: u � PERP SUPPC7RT i � i .°��, ;; �:" � ' 1 .5VL 1 .5 20 50 GOMPOSITE 4. � 86 0.224 0.231 2 4 - � � ' � ,, ` ,��." �:, . BEI�QW �-�.. � _ _ _ _ _ _ _ � _ _ _ _ _ � _ _ _ _ _ _ v _ _ _ _ _ _ _ _ �. _ � g, 1 .5VL 1 .5 18 5Q Ct�MI'C�SET'E 0272 0.311 �.�24 2 4 - - - - � � ' ; � ! _ _ _ _ _ _ _ _ _ _ _ _ _ ! - - - - - - - - - - - - - - - ! - ' � � m .� ` � �,,,{:as �c, .. a: 1 .5�VL 1 .5 16 40 CQMPOS[TE 0.373 0.4t}4 0.411 2 � 4 PAF2AL�EL ', ; � � � � `;`, �� `� � : 1 .5 6 1 1 f 2 2 2 3 3 R 0 4 F 0. 1 5 5 0. 4 8 6 4. 1 9 2 2 4 S U P P O R T ; ' � � ' � 02/14/2014 1 .56 11 /2 20 33 R�QF 0.201 0,234 0.247 2 4 BEL.OW � � f � 1 .58 11 /2 18 33 R4aF 0.289 0.318 0.327 2 4 ; � � � � � � 3N 3 22 33 RtJQF 0.77� 0,382 0.433 2 4 PARALLEL � � � ��,, � � ���E�� A�����`���, �'� 3N 3 20 33 ROOF 0.960 0.501 0.552 2 4 SUP�4RT CONN ; � { � � SIDE�AP ' ��?�Y�IG�� ��� � � � CONN� � 36" COVERAGE 3N 3 18 33 RO�F 1 .330 t1.688 0.749 2 4 r. . � ���`t r�a .� t� ,���` E � PERP SUPPC)RT ---....., i ; i i G � � � CONN EACN � � :�," ' �� .:;�q ��� °' �3 .� : � ����:�°���`� ���;���� �: , � � 36/7 PATTERN : ef��' � ��� �,��� ����,�, �„��- � , � $ SHEET AT - - - -, � � �� _ - - - - - - - - - - -� -�-=-� _-.__ - - - 1 ,5 B Vl. DECK �,����,�. ��,���� �, ��� �� -t-u _ � - = - _ ___ _ _____ _ t , � ��o.���.���� COMPQSITE - -'I i � � -==- - - - - -- - - - _� --_ _ _ _ _ _ _ _ _ _ _ _ � - 36/4 PATTERN : g�X �''°.�x,�, ��°�. � � N�CQMP{�S1TE METAL DEGK �PEGIFIED IS MANUFACTURE� BY VUI�CRAFT. ALTERNATE COMP451TE METAL DECK �� ��d� �� ' ' 24"" COVERAGE � � MAY BE SUPPLIED PROVIDED MINIMUM DEGK PROPERTIES ARE SATISFIER C?RM DECK 3N DECK 2414 PATTERN : � � 2. CQMPLY W1TN ANSICSDI STANDARDS IN SDI PUBLICATION N0. 31 Ft�R FABRICATIaN ANQ IN�TALLATIC�N OF � -- SH�ETS 2" UN�, � METAL DECKING. BUTT ENaS QF 3. PRC7VIDE DECK(NG WITH G60 ZING C4ATING UNLESS NOT�D 4TNERWlSE. INDICATE� CONNEGTION '� CdMPC}SITE LOCATION , TYP � DECK �HEETS � � � � � � TYP DECK C4�INECTIONS TYP FASTENER L.AYC}UT AT PERP SUPPQRT � �;,, � � � � � � � � � � � NO SCAL.E META � D � � K Sl� � S � �I � DULE �.� � � � � . �. , � . ° ._ �. �� . � r �, x � +� � _2 �"fk � � � � . � � ��. ,� .� . .a �� ' `� � z .. � . ; . � ` � �. c�' ,�� � � .�.� LTS ' ##4x C'°" a�12" �; � , . #�x �� a�12 � . . . . _ .... _. � � . , ... x � � __...s��, . . ..,. {2) #4x�C�NT 1'�B PARALLEL SUPPC}RT � WWR. �EE DECK SCHED CONNECTIC�N PER .� - - - - - - - CONNECTION � _ _ � _ � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ �_ �� �_ �� � RFZ(7JECT: 3. 029 . . #4x5 0 a(�,71 � TC}P ��H �DULE o AT GiRDER OR SIDELAP DRAWN BY : !�H ,� � DIRECTIC?N CHANGE CONNE�TION PER DATE : 09.09.2013 � Z CONNE�TIC7N � TYPICAL � � � S�HEDUL.E REVI ,�IONS : � �`� A�?H �SIVE AN�NC�� r�_ _ � =� Z � � PRlC1NG SET 09.09.20� 8 � � ,d U `t" PERMIT SET REV(SION 02.Q4.2014 � Z � U„_" � � � ���.:� u ¢ �LOS�URES o � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ BY DECK SUPPLIER POST-1NSTAL.LED RERA�i OPTIt?N �, � N�?TES: ° 1 . SEE ARCH & MEGH FUR GURB LOCATIONS & DIMEN51 (7N� � � TYP META� DECK ° ° � DETAILS � � � o � ° ' -' z � o � NU SCALE TY' P CC) NC� C`. URB AT $ LAB � DGE r� o scA�.� TYP METAL aE � K AT GIRDER � � ° � . -- _ -----_ ____� __ __ � � Ii � FLG �XTE�lS10N PL �°�..�� ; „� � ��R � � � � 1 ' MAX TO EDGE 3x DIA OF LARGER 1p" � � `"' 21 �503 � 1 " MIN 1 �_2„x1 '_2,� QF FLASHING SLEEVE, TYF' MAX � � , � GLASS GUARDRAIL (1F REQD) � �": -� PL1ac2 WELDED TC? FLG ^ � � ' _ T � - ATTAGHMENT TO SI..AB I MAX OPNG ""'` DRAIN BODY C�R QECK E� OF ��� n'p � � EXTENSIC�N PL. AT DECK EDGE BY SUPPLIER. HORIZ ; NOTE 5 ¢ a. `�"� � � CLQSURE 1 /8 1 CNANNEL m r� � BEARIN� tiND VERT LOAQ 4NLY. � �, 1 /g 1 AT EACH �5 T&B E� �, � � � I _ _ ______ � _ � _ � �, �. � � ; ; �- DRAI �1 FLASHING � �.. _ _ HIGH FLUTE � , � �;, � � AT �OL TRANSFEhS �i� I ---� (1F REQ�) _ � � u.i � � N � �y _ _ _ _ _ _ 1. _ _ _ _ _ _ � �G� �� Q�J�� � � I 1 � � .� �-- �- ;� CTR ES o o � � � ,��, t^�'; d- - - - - - �, „ BENT PL 114x 4112" ,� � � � � ; ; � � � � � a SEE PlAN 1 �r �� C4x5.4x4 0 ES �7F � � � PL1 x�xGQNT T� x C�NT WC 112 S�t3-0 QAS , � - _ _ _ _ _ , � � END C3F B�M ' S/16 �- 12 _ AT 12" C�C AIVD 3" FR�M EE �E A OPNG � CUT 2 VERT � � � � A �/16 2- 12 � _ �i _ _ � _ ..�. ' _ __{�. �; � �" 12 G�GE DEG� -- � R� B� MAX � _ - - - — - - � � � LQSU �E , �, ' � ; �-'` . __ _� i � _ _ ____ _ _ _ _._.._ _ _ ____ .. - 1 112 NOTES. � � .,�. „ 1 . L�ECK MAY BE CUT PRIt�R TU SLAB POIJR � � _ _ _ _ _ _ _ _ - �` � � �. 2. lF` DRAIN �LASHING EMBED IN SLAB !S REQUIRED, FLASHING SHALL , _ _ _ _ _ _ _ � � NOTE 4 ` "� `'" � NOT EXTEND OVER THE T4P fJF GOMPQSITE B�AMS ° �' y T/STEEL = SEE PLAN � /4 `� �, TYp EE �5132f � � 3. PROVIDE BAGK UP BARS IF REQD FOR DEGK WELDING - _ __ - _= - - =a _ - e- _ _� = - _ _ - - = = � � e� _ _� _ _ _ _ � _ _ _a r _ _�m _ _ _- _ _ _A _ ::'� .��„�; � � , _ _ _ _ _ _ _ - - - - - - - - - - - AT FLOOR DRA1N c,.,� � � � � � � � NOTES; � �;�t�/�: ,�� � 1 . PLACE SLEEVE QN DECK PRI�R Ta C{�NCRETE PLACEMENT � � a�GK �CHEQ � 2,_��� -1-Y� 2'� CLR, TYP� 2. DO NC7T CUT METAL DECK UNTIL CONC HA� REACHED DESIGN STREN�TH �,��.'""�` � 3. �"S� SLEEVES D� N4T REG2UIF�E TRIM �TEEL {6" MIN SPACING� � #4x5'_0" a� 1 '_6„ �G ' A 4. M�1GTIPLE OPENlNGS PERP TO DE�K �PAN CLOSER THAN MIN SPACING �HA�� BE �`- CC?NSIDEREd A SINGLE OPENING AND REINFtJRCED PER "TYPIGAL 4PENING' [3ETAi �. � 5. PRO!/IDE REINFORCENG B�TWEEN Mk�LTIPLE 4PENINGS PARALLEL TO DEGK SPAN 2 #4 TYP AT OPENINGS 10" QR LESS '� � � � ����-E � LA � aTEP ,AT" BIaLCC� I�IY � n� t� sc��E INT SLAB EQC� E AT � ND {JF STAIR � � � � U���n 1111/1!\ � `.� f- �t7 E�CIY+J���� f_ L __. _ _ � _ _ PER �C� -- _ _ - - - -�_.:===.- _ _ _ Ga O 3/16 � � �..-�;:� ' ' `�''° _ � „P 2 l 5503 �� 3/16 , � � �� , �� � ��,� ° :�, � � 1 /2 1YP ; ��, a�`.�`� .. ["] �} �}��C `(�f� ' ' ' I 1�� �4 ����ye,�s��J !��y� g��AJ`. (�� �� �lL YkL���D ! V ��� 4 v - a * � EXTENSIQN PL. AT D��K � � STEEL BEAM i � I � � � �4�8� zR _ OR CQNC WALL ; � i ; �' :'',� � `�� ; � 4 �EARING � C8x11 .51YP � � ,��.A �»� � � _ _ � - - - - - - - - - - � - �, � w �:� Y` � � � � ° � � ���� t s � �� .kk�r.�°�'T�0 xe A AT CQL TRANSFERS $ _ ._ _.._._..j__�: _ MT� PC7UR STOP _ SEE P(AN GIRDER A 02/14C2014 BY DECK MNFR ,� #4x �r @12° PL� x4xCC}NT TC3 SEE PLAN 1 �!^� PLAN VIEW c� �N���� ���1���T�, P� END t7F B�AM ' 5/16 2-12 #4xCONT, lYP ���Y����� ��� � � 3/16 12 GA�E a��� A 5/� � 2-92 — - - — - - - - — - - OFFSET HDAS 3/16 �� ��x3x� /4x9 Wf {2� CLC}SUR� � ON FLG fF REQD �, � . 314"�x61i2" EMBED , ���`r � c� � €� ���t � _ _ _--- - - - — - - — - � ` EXP ANCHORS ��� P �� �� ����� � ,�� � r���,�� 3 ` ° •°� x� �:�� a�� r+t.�r� s,��r, un+r � € � � � 1l4 _ _ _ _ _ _ �'k ���,���. ����� �, ��� ��- � - - - � - - - - �,�x ���.���.���� r� ~ ���,���.���� T/STEE� = SEE PLAN 12 GA DECK f � -. --- ._... __.,—._—� ----'" L8x4x3f4x8 LLV, EDGE (�F — _ .,. _ _ _ _ _ e.. _ _ - CL.QSURE � SLAB H�QK BARS IF N4T POSSI �LE CNTR CHANNEL � SIDES � � �' � � � TQ ACHIEVE 2' 0'" EXTENSION WEB ON ANG�E PL 3I8 3116 BEYC7ND EDGE OF (7PNG � "�'" N+OT�S : i��# '� s � 1 . D��� C�PNGS FtEQUCRE STIFFENERS OR FRAMING. SEE DECK OPNG DETAIL.S CONN OPTI�NS TO STEEL T{� CONCRETE ���"" ���. ,�� 2. CENTER BARS 1N SLAB AB�VE METAL DECK � DECK S�HED � � .� �x������ � �w��f �� � TRIM REINFORCING AT OPENINGS LARGERTHAN 1p"' � �� ,��, � � � � A B �` � � � � � � � � '� '� � c� scA�.� S �.AB �TEP AT BAL.GC� f�Y - 2 $ N �} SCALE TYP :aLAB �TEP - DECK PARA�. LEL ;� IVt? �CALE TYP METAL C� E � K SL,A� � PENINGS �.� � � � � F : � � , x , : x- , � , �, � ,r a � r..i.� y 4 b � ti r� i �� Y .�. , Yf $ £ f MTL PfJUR STOP THICKNE�� _ �_� � � . .` �. ��v� � ; � � � � � � � � �� . _„ n��.� . SEE PLAN _ , . ��� M� TC}TAL SLAB OVERHANG . . . M �., �� w __._ r _ �A � � LTS DEPTH � 3 n. a. . � '� L��� � ��� � � ��r � �...� . . . t) ' � fr � ` �; _ ., � . . � .. . a � #4x � @12 ' � 112'" MAX 16 GA � 4 GA 12 GA 3/1 �" � � _ � _ ¢ 3'-0" 1I4 2-6 � c�. c; �� �� �� � 1i4 2-6 #4�xCONT � � F�R4JECT: 13 . 0291 . S . f� 1 SEE PLAN r- �RA�N BY : 12.49.0 3 � #4xG(?NT, TYP 3'-0" ��_��� r� _ _ _ _ _m___ . .____ _ _ #4x �`°� a�12" --�— - - - er �,_�„ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ SKEW H4QK o _`r'.� °.-... -- #4xC4NT, TYP - cu MTL POUR STOP BY AS REQ D � ,�'�.�J'"a.�..�"l., t� - - - - - — - - TO PR(JVIDE REVISION� : � DEGK Mf�FR TO PERMITSET 12.49.2013 r' SLA� REINF, SEE CLR CtJVER 2" MIN � c� _ SUPPORT INET 1 1 /2-6 � � � _ _ _ _ _ _ _ _ � _ _ _ _ _ WEIGNT 4F CONC ��H�� ���K ��� /� PERMIT �ETREVlSIt}N a2.� �.2Q14 w � � � - - - - - - - (14 GAG� MIN) � � � A � ,°� MTL PQl1R STOP, c o 3/16 2 L4x4x5116xCaNT SEE TABLE MAX DECK CANTI �EVER � 2 GA GLC?SURE ANGL� L4x4x5i� 6 @ 6�_0'� PER METAL DECK 4C MAX & EE SIAB SCHEDULE, SEE � s��o C?V�RHAN 3116 . QVERHANG UP TC? 12'" � � AT DEGK PERPENDICUt,AR � � METAL C} EC � �° ° � DETA[ LS � � � m � � � E� TEF� - Q � � K PARAL � EL AT ° � � �' � �A `� C,� NO SGALE TYP S �AB STEP - I� E � � F� EF�. P � o s���� T`�P I �1T a B EC� C � � o � '� � r� s���.� �C� OF � � ° � � � � � .� � � � �o �'� M� �TS � � ` � � � � � SEE PLAN � ��� ��� � � ��� M� .� � 1I2°Q� QAS a� 24° 4C 3/16 �-12 � � �` 3116 2- 92 c�, «� o � � � � _ .�. � � , - - � c� � � � � U � — '...� - - ADJUSTABLE � -� � � - - - - -� ANGLE/BENT PL {2) #4x�t3NT UNa -� 1 /4xCONT .�,,, � L.3 � /2x31 /2x1l4xC�NT 2° MIN SLAB REINF, SEE METAL � � � SLAB REINF, SEE �IETAL DECK SLAB SCHED ' '"�° "`� � DECK SIAB SCHED ,`.� DECK C7RI �NTATION �.,,� "`� „� 2° MIN DECK ORIENTATION VARIES � VARIES� � ""'� � � � � � . � � � � � � � � � �► ,4, rvo sca�� TYP RC� t� F � DGE '� �va sc��.E TYPI ��.L EXTERIt� F� � �AB EDCE * ��.a�� ��t.f� [f f}•Pp� S � � gr1'� ,� A'! d Y � 4��J'..^' �jM ��.SQ At . . :� �� �`� M�s;S.n+ ,. � ���� � a. �`'' � /� (� � � � �v�°,2 4:'k� � � ( � ���+ ��.1'1� V . . _ .. . . 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' , . .�,,, � � . . - � FASTENER SPACING ' jr �` ATT'ACN Wl(2)#10 T�K _ ._._ _ ____ _ � � x x 150EJ50-54 SCR�iJ�1S EA SIDE :•"`� � � TYP AT T(JP & 9 12 M1N �DGE DISTANCE {2j #10 TEK SCREW STUD TAUT FLAT BOT TRACK s�ao 5�o AT CONG � EXT�RIt�R WINDOW JAMB WI 4 PAFS ATTACHMENT WES AT 1 /� 112 20 G�lx2 STRAPS � � � � � CHANNEL � SEE s�a Ft�R TYPICAL FASTENER INFQ � � � aPTiON 3 - FLAT STRAPS � ' OPTIQN 1 - GLIP ANGLE aPTION 2 - DIRECT AND BLOCKIN+G � � � x � x ATTACNMENT WELD ATTACHMENT "� r� � � D AMB Wf 6 PAFS �cr��io� w� N c�w � { � � �vo sca�.E TYP CF WALL BF� IDGING '1 NC? SCALE TYP C � WALL FRAM1 �1 � JA�f4 STl![�, 1`�P JAMB STUD�, TYP MEMB�R DEP7N. _= e' •� `#•" °�,p;> ` FASTENER IN � /1001NCHES ,� ���"� ;.��f���`�,s � SPACING TYP�E : , � � ��� � ���.����, ;:. � �� � � � 5 = STUD C?R JOIST SECTIt7NS � ; " � IN?ER1QR D{�UR JAMB W/�4) PAFS T = TRA�K S�CTIC}N� � '-. ,�° �, �� � T ., � U = CHANNEL S�CTIC�NS� �� `"� �" ' � ,��"� �'`"�� �i � ,, � �+ y `� �-,�' `� ' � � � \ � �' � � O � +�7 � �� " :�7� F = FURRING �HANNEL SECTI(JNS � }�rt�:�; i��, ..¢�' � � � � ` 021� 4/2p� 4 � MATERIAL THtCKNESS: � IN � /100Q INCNES ct� ������ ARC�1�`�C1`�, �� MIN -�. INT�RI(�R D4QR JAMB Wl(6) PAFS �`' � FLANGE WIDTH : C����1G�T �� � � FASTENER IN 1 /100 INCHES SPACING °. �.���' � �i � t��.��' � r� TYPICAL ANNOTATION � , y � �'^` �`"P' r :cs�� t31.�r�raec e.naarrf��w� �• . - � 'das ,.uq,=r? _. 5,;.�' '�� �'�d,"S KSAi14 �T7f�iG151`rt Lt1�i6` C"+ 4 f? t .. A'4:tYF}4I#L75tt S'•tLtWfdA{SC2lM # ��� MIN EDGE - x x x . Z ��x ���.��.,�.���� � �7C1.&A£+,«GC7Q7 D45TANCE � WALL 5CHEDULE . . . . . . . . . t� � EXTERI4R DQOR JAMB Vlj�(4} PAFS HE(GMT SIDING STONE STQNE W/ RELI �F ANGLE � "„� [TSN STIFFGLIP �L W/{9) #12 N<12�_0" 6005162-43 @ 16° t�C 6005162-43 @ 16"' C}G 60QS162-6� a� 16" QC � � � TEK SGREWS AND (2� 1 /4°� � 12'_Q"<H< 1 $'-0'" 6005162-43 @ 16" OC 6QOS250-68 �a 16" OC 600S250-68 @ � 6" (�C � � WEQGE-�{�LTS BY 1 /8"' MAX GAP BTWN #10 TEK SCREW ES, TYP � POWERS FASTENERS] STUD ANL� TRAGK, TYP "'�'� � � scR�w�a o�r�ar� � � EXTERIQR DC►QR JAMB W/PRC�PF�IETARY CLIP � � � RE; [5002] FOR CORNER LOCATIqNS �.� � �' � � � � � � 2 NO SCALE �p � F Vi/ALL � � HEDULE � �, L�CATION NUM��R OF FAST�NERS REQUIRED �' �'° � � TYP FRAMING �X� 0. 145'"S� PAF @ [X"] 4�C � � � � s � JANIBS �2] �. 145"� PA�� PER JAMB SfiUD � � � � , i � ti , w � , � � � r � � "�� E � � � a � � � _ �� _ . � °° � � ' � � 1/2" MIN EDGE DISTANCE � � � � � N(3TES: ` ' � � . , _, s ` � , e , .�� 1 . 1 1f4" �MBED R�QUIRE6� F�R ALL F�AFs � 1 112'" MIN FASTEN�R SPACING � �"�+JG�y, 'f'} _ p 2. CUT �ND BEND TRAGK UP AT EXTE�It�ft JAMBS . -. PAF .a k '. P ,.,�.., .,.` ..� .�4✓"� r'L >� ..9 �, .�,. , ._.« .; .x-.: � TEK SCREW SIZE d ,� WHER� TRACK TERMIN/�TES AT ,JAMB PACK 1 /8 1 /2 ~`'�_ ,{�, /4 tt'� � �lV�� GOLD FORM�D STI. ;.� �..�} ..W' :: . nw� , dM �._m. e� '�'"'���..n� .�_ . �.. T �v Q �, �� #12 3/4° PRCtJECT: "i 3 . �291 . � . Q1 � KNURLED SHANK �'' DRAWN BY : KH �; � w �'�"-' - - —{— � c�'n DATE : 09.09,201 � b- °- FASTENERS ARE Tt? BE ° °w � � ` °. �:� ,a DRIVEN THROUGN THE �''" � � ; + , -a. � �� :a -; � - � � � - THIGKNESS QF' STEEL PAF IN STEEL TEK SCREWS, � Q REVISIONS : � i ., a ; � :a 4 ° -:< ° �: � p --3�� M I N E D�E D I S T A N C E P E N E T R A T E 3 T H R E A D S � a �R�ci�c� s�r �s.as.2o� � "' � ' " . . � - Q . �° -. � (MIN) PAST FINAL PL.Y, �P -� C�.7 PERMITSET 12.09.2Q13 � � � � , a � : a' ; a< : , �� - � �$ 1 j2 4" MIN FA�TENER SPAGING � � PERMIT SET REVISION o2.�a.2Q14 � . ; ' a • •v � as+ 1 � Q , p ' d� �• ' b � °� � � �t � �°° . : . ° _ . . °� -. " � � s�o �, 1 /8 � 12 GaLD FOFiM�D ST� � w ,� ,.. : . . a . , �,° d � < =� ` = � ' 118 N1AX GAP BTWN ED�E OF ATTACHE)� 'C . ° ; d °, ' r� c� : .b � - : .� � ° .- : : - - 6 STUD AND TRACK, TYP = GOLD-FORMED STL an � M � . " " .. .' ' � , ba�, , . .- ,d�. , � � � ` � � � � 1NELDED 4PT10N � m - ' =• - p s�o � Q `� '• �y °- � ' .a a , n .. ` a�v `-� . .. a . " .d - . ' a , •d„ ' � • / !'L� ° - - � [3] # 10 T�K SGREWS EA - ` ° . ° � °- � d (MIN) BTWN FAST�NERS d (MiN) T4 EDGE UF FLANGE [4] # 1Q TEK � Cc�LD-FflRMED STL � SGREWS AT W�B �NC?`fE 2} r- u, ° r.'� PAF IN CONCRETE TYP SCREW Pl.ACEMENT � ¢ . �� MET�� sTU � �; ° � D ETAI LS � J � �} C ) Ll° Ll.1 � � � '� ° 1 � � � ����-� P C� F � C3TT(� IVI TRACK Tt� C �} I� � � NQ �GA�E TYP CF STUD Tt� � C�TT"C� M T � I� � � �c��-E T� � � � F��� � � � R D ��� 1t� � � � � � �. � � � �� c '> � � � I � � _z- � , � r� � � � ` � � � , � � � c;,s � � Q? �.'2., �- Y N � � g, 0. 145"� PAF @ [12"] 4G * ,�, � STAGGER r,r�, � r�i � � � ° [X"j DEFLECTION GAP ------_.__._ � � � � � e � � � i i i i � [XOOT300-68] DEFLECTlON "� TRACK TO MATCH STUD � � � � � �¢ ''� ""°� i i � i i � � � DEPTH , , _ , , _ i i � � i � . .,,� s� i i � i � i i � � � i � i i � � � i � > > � i i i � ..R, � BRIDGING QPTION " 1 " OR "3" ' `� ° REQD AT THIS LOCATION � � � f � i � i E • �-- a � � � � ..:�..� � � � � � '� r� oscA�.E TYP CF VERT DEFLECTI (� N � C� NN �z��� � �,� X s-rua . ����� ���1l� �� � i �� .. e"� od ��� �e 7F1 �CREWS, 4 SCREWS ,� ''`,��,;� �.���1��' �F � TO JAMB, 4 SCREWS ,� ��`;�;��.�� ����`._��. :#. � TQ SILL � 2�� � � = .� 3" Lt?NG � . � � . x * : '"� .., ". - . 9l8 1112-12 x �. � W�L� �A .� ��- x� �`� `�,w � � �� �,� a � � .��' �` �� -�,., �ND 1i� � � 1��1 � JAMB �fiUC7� � � ,y� � � $� ; � �.� a ���. : . �*Y �� c4f'.:: . SI �L, SEE ,� 4�/� 4/2014 SCHEDULE � � � � �����8 �����T��T�, �� x � � X ���'�'�1��� ��12 {6) #10 TEK SGREW� (2) #10 TEK � ���` � �t � �t �.�T� � ri � � SCREWS a� 12° � �#� � ,� � �: �� �, ���.,-x � � � �� ��,���� � p� BLOCK STUD, �, , .� ��� � �.�> ��� �+��� ����s ���- � � � � MATCH WALL =`�,"""� ��`��.�'� �" ��� ��a�r:x��.�caa�r �TUDS x 6" LONG ,"x "'°`.��'�.�°°° SILL TRACK, MATCH � GAGE �?F WALL STUD � � ABOVE � � AT SILL � „� � HEADER AND S1LL SGHEDULE �'"" '� ��,,, � OPNG WIDTH TYPICAL AREAS �,�,, AND TYPE � � � HEADER SILL � �,� � � � 10�_0" NIA (2) 600T125-43 ��� � -� � � � —____ ..YT,_ -�:�-aw_ _ � ,,,� � NO S�ALE � � � ;� TYF' CF HEAC} ER �� � __.�.�. � :, � �_� .%_ �.4:z.. .� � � � � � � � � JAMB STUDS #10 TEK SCREW .� @ 12"' OG TYP PR�VIDE TRACK EA � �� � ;� �� � } , � SIaE C}F ,IAMB PACK _ � � . : � . x �- , r ,,� � TYPICAL , � � �� , � �: � � PROJECT: 13 . D291 . S . 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