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STtJNE VENEER (EXTEREC?R} BYND LIMITS OF STUNE VENEER EXTEND 2FT. BYND LIMITS C?F STQNE * �� � -UV RESISTANT WRB TYP. FRAMING WALL (INTERIC?R) ►�+ ' -3/4" EXTER�OR PLYWD SHEATHING -51$" GYPSUM WA�I. BCJARD, TYPE X VENEER � -1-I/4 �T4NE VENEER I ; ?� WHER� REQ'D � -2�" C4NTlNUOUS RIGIQ itUSUL. -2X6 STEEL STUD FRAMED WAL� � i,,,, � ; -�/�g� -3/�" EXTERIOR PLYWD x W/ NAILBASE SURFACE* -3" SPF INSUL {R-19) M o ! -2" Ct}NTINUQUS XPS �R-1Q� -W�B* -EXTERItJR SNEATHING -5/8" GWB (C}R SPECIF. WALL FINlSH) =' j �� '� -2" XPS iNSUL. (R-1Q) -A!R CAVfTY � �3 ►–� ! -2 A!R SP'ACE v� ; -2-1/4�" STUNE VENEER: ;� _2" AfR SPACE " ' ..� �' i SET W/ MASONRY TIES x -1-1J4" STtJNE VEN�ER; x SET Wj MASONRY TIES " � °— � . � • � WAL.L TYP�. D WALL. TYPE; E n WALL TYPE: F � � *S E E R I O T E 1 � *SEE NOTE 1 G.._I *SEE NOTE 2 --� � *SEE IUOTE 3 r � ,�r ! ...J� ���� � � � � � � � TNICK ZINC PAiVEL WALL CLADDING {EXTERIOR) ° TYP. Wt?UD SIDING WALL {EXTERIC?R) THICK WOOD SlQING WALL (EXTERIt�R} � -ZlNC SHEET PAiVEL BENT t?VER f4"' SUBSTRATE -1X HORiZ. 1PE SIDlNG, SNIP-LAPPED -1X HORIZ. IPE SEDING, SHIP-LAPPED NOT VALlD FOR BUC�DING PERMIT � -�./4" REVEALS -WRB* -WRB* , i °3f�" SL.EEPERS 7l`P, FRAM(NG WALL (INTERidR) -2�" CpNTINUOt1S R1GID INSUL. �1`YP. FRAMING WAL� {INTERIC�F�) -q�" CONTINU4US RIGID 1NSUL. Y1'P. FRAMING WALL (iNTERIOR) WITtIOUT ARCHITECT S WET STAMP -UV RES�I5TANT WRB * -2X6 STEE�STUD FRAMED WA�L W( NA#LBASE SURFACE* � -��� �TEEL S?UD FRAMED WA�L W/ NAILBASE S�IRFACE* -2X6 STEEL STUD FftAMED WALL -41/2" CONTWl�C}US RIGID INSUL. � Y -5I8"' GWB (OR SPECIF. WALL. F(NI5H) -EXTERIOR SNEAT!-{1NG -3" SPF iNSU�. (R-19) -EXTERIOR SHEATHING -5/8" GWB (OR SPECIF. WAL� FINlSH) �;�" I W/ NAILBASE 5UR�ACE -5f$" GWB (t)R SP�C1F. WALL FlNESN} �." ��`,y.:� � I -EXTERIUR SHEATHING NO IN-CAVI`TY INSUlATION QR V.R. �� �� � � �� a �.{ y' � # �' � .. E .�` t . '.; ."' �.� �: � WAL� TYPE: G WAL� �PE: H WALL TYPE. I � ` ��7 � i ! .�: � �� ; � � QT � � *SEE NC1TE 1 � *SEE N4TE 1 � ,;�`� ���,��`'' � I EJ1,�G[1lVR i���������f�i ��G� *SEE N07E 3 *5EE N(?TE 3 ' c K W BB AR HITE , P � �" scale 1l2°-1'-(3" ; COPYRIGNT 2012 i i � � � 1 �„ �Z" i 74 $ ���,� g�� NOTES: KEY: ! '�'� ��� $�� 1. WEATHER RE5lSTiVE BARRIER (WRB}; TYtfEK(JR SIM..' ALSO TQ j ��� ��� � BE A(R BARRlER {,q.B.); AL.L LtaPS, SEAMS & PENETRATf4NS MUST XPS EXTRUQED POLYSTYRENE FOAM INSULATION s '�_: s -, jj - '` BE COMPLE�'E�Y TAPEl�; C{7MPLY W/ MANUF, REQ. F(7R A,B. � J'``' -RE�'4MMENDED ?R�Dk3CT: DUFC�NT DRAENWRAP WRB WEATHER RESISTIVE BARRIER � � ? '`° TYP. PARTITIQN WALL (INTERIQR} TYP. PAR7ITION WA�L (1NTERIQR) "' J �`'- -2X6 �7EE�STUC7 FRAMED WAL� -2X4 STEEL STUD FRAMED WALL 2. U-V RES(51"ANT WRB; WRB ALSCA TO BE AIR BARRIER {A,B,); ALL A,B. AIR-BARRIER �;,,, , '� W!SCIUND BATt"� INSUL. W1 SOUND �ATI-S INSUL. LAPS, SEAMS & PENETRATIONS MUST BE Ct3MPLETELY TAPEC?; � � � � � 5/$°' GWB (UR SPECIF. WALL FINISH); -5I8° GWB (t7R SPECIF. WALL FINISH); CQMPLY W1 MANUF. REQ. FOR A,B. V.R. VAPUR RETARDER � �`=-< -�. -� F1RE-TAPED QIN7S ° FIRE-TAPED jtJINTS - RECC}MMENDEC} PR4DUCT: VAP�.OSHIELD REVEAL-SNEELa ^� �� � � WPM WATERPR4t�FING MEMBRANE •�i�.`.��. � I �� "" 3. NAEL-BASE CC?NT(N. RIGID INSULATIQN - FILL GAFS WITH Ft�AM � -RECQMMENC7ED PROQUCT: H!lNTER xci NB 5AF SEI�F-AC}HERING FLASHING MEMBRANE � Q � i .. �w.i�� aG� � SMF SHEET METAL FtASH1NG � � � � � W�LL TYPE: � WALL TYPE: K � AH6125FR AMERICAN HYDRt7TECH 6125FR WATEFtFROOFING i �� � "� '� �.� MEMBRANE (215 MIL., NdT', FL.UID APPLIED. FABRIC � ? � � RE-INFtJRCED RUBBERiZED ASPNALT Wi�M} � y '�' t �NTERIC}� WALL TYPES •_„'` � i � S�C�12 1/2"=1'-O" BR CLQSED CELL BACKER ROL� {AND SEAL.ANT} W� O j m i ,,. E v> ! � �' I � WALL ASSENlBLY: WAL�ASSEMBLY: ; -MEET MlN. REQ, (7F (RC SECf. R309 -MEET M1N. REQ. �F IRC SECT. R309 E -518" TYPE 'X` GYPSUM WI�LL B4ARD EACH SIL?E OF -51�"�1`PE 'X' GYPSUM WALL Bt3ARD ON FIRE SIDE OF � BQTH STU� WA�LS STUD WALL � -S�t1ND BATTS BTWN STUC75 -SQUND BATTS BTWN STUDS i -FERE TAPE ALL JC}INTS -FIRE TAPE A��jf}INTS FL.QOR-CEILING BUILD-UF: � -FLOOR BEAMS, STRUCTURAL DECK& CGNCRET� � PER STRUCT. ENG. ( � �`�== �°=-` �=`� -1-LAYER 5/$° TYPE X �YPSUM WAL.L BOARQ C7N RIGID ! PRC}JECT: XXX7C � �y� ;�J� �� �..�� �f _� RESf�IENT CHANNELS; FIRE-TAPE AL�SEAMS DFtAWN BY: SG �; �°`` SEALANT � '`` SEAIeA,NT � ; _f� � -.� i � 1,� A!R GAP � ;a�r �r--< G�1/�TE: U3.2$.13 i -�" ;��� EXTEND WALL TO 11NDERSIC}E R` EXTEND WA�L TO UNDERSIDE ; � �� �`` 4P RC7t�F DECK, TYP.; SEA[.GAPS � ��. OF R(70F DECK,TYP.; SEAL GAPS 4" FIN. CONCRETE GARAGE � + �°�` �-�'` �'°` UNIT A F�t�OR W/ IN-�I.OQR RAa. HEAT ' ? UNiT A �-� ��` 1-LAYER%" TYPE 'X' GYPSUM WALL BD. � 1-LAYER 5/�"' TYPE 'X' GYPSUM WALL BD. C____� REVISIUNS: ! �.,f HEATED LIVING SPACE � , �- . �� ON BC7TN SiDES t�F 2X6 STRUCTURAL �� C1N F4RE 5fDE OF 2X6 STRUCTURAL 2" MIN. CONC. PER STRUCT.; �_____�. _�._r�.___� � �=.� � WALL, PRdVlC?E 50UND BAT('S, FIRE # WAL�; PR(�VIDE SOUND BATTS. FiftE � � d ��� FiNAL DRB '04.22.13 i 3 ;�=, e q � ` � S�OPED$ IFT. _ _ � � �°� `-'�` TAPE AL�JC71N7S; SEAL ALL GAPS AND � TAPE ALL J�INTS; SEAL ALL GAPS AND ° �-� �� � SEALANT ;'� -"` WA�L PENETRATIQNS W/ACCOUSTICAL s �� �__� _ _._ _ ._ � __ FINAL DRB-rev's '08.1�.13 � �_ �,� /$ GWB; TAPED JU[NTS,' �- WALL PENETRATiONS W1 ACCOUSTICAL ___ __. ___ _._ __. -r � . ._. __ .__ _ rp �==--�- 1-112" STEEL DECK PER { °' �� SEALANT. MEET REQUIREMENTS {}F TEXTURED ;�°- SEALANT. MEET REQUIREMENTS t7F STRUCT. FINAL DR�-rev's i 07.�� I EXTENL� WAL.L TC? t1NDERSIDE -`� : � IRC SECT. R309 ;�~` IRC SECT. R309 FiNAL DRB-rev's �07.15.13� � C7F RC?t}� DECK,TYP.; SEAL.GAPS � � �' ----------- STEEL BEAM RE: STRUCT. � _��� ! ,,.� � ; r-. -_ � v . �m ,= �� ��� �r :- -, �_ � F(NAL DRB-reu's ��07.31.1"i l 1-LAYER�s" TY!'E 'X` GYPSUM WALL Qh! �'" �� �` GARAGE I CRAWL/ BC}TH SIDES 4F 2X6 STRl3CTURAL �: �°�` �—�+—� " MECHANICAL SPACE RESIUENT CHANNEL � Pricing Set �09.09.13 � k- �-�� UNIT � WALL; PROVIDE S4UND BATi"S. FIRE �� �� ;,-� � Permit S�t � 12.p9.13 == �`- ��' UNIT B Pricing 5et 02.14.14 j i TAPE ALL JQINTS; SEAL A!.(�GAPS ANG ,_�.� � E WAL� PEN�TRATIONS W/ACCUUSTICAL ?�=-,.;� � � a"TYPE 'X' GYP. WAL�BD. � �_ � � SEALANT. MEET REQUIREMEN7S t?F �� ;��--: �� � Changes to App. 43.24.14� � (RC SECT. R3Q9 ���'�' � �� � Permit Revisions �05.27.14 j �=f,.,t �� . %`;� I >.� �-,� ��,,,,.--SEALANT � �.----SEALANT � --- ; i , � � � s t WA#�L TYPE. L WAL.L TYPE. M WA�.L TYPE: N �;,;� WA��TYPES � FIRE RATEQ PAR7Y WALL I� 1-HQUR FIRE RATEL? 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I � j FINAL DRB 04.22.13 f I � ___ _�____ _...__. _ n���� ' I ���vaL t��t�-rev�s a�.�.�.�.� � _ � ;___ ___________�__________ r- _ _ _ `� l �_. _ ._ _ _. ! _ _. __ __ __- -- I � ( �FINAL. DRB-CeV'S '07.03.13 I , �.__— ___ !__ - - - .._. ..._ _ ._ i +€� � �FINAL DRB-rev`s 07.15.13� --- - - - -- __ _-- - -- I---____�___. �___ �__ ____ ._ . __ __. __ � ���"�° I F1NAL DRB-rev's 07.31.1� � n__. _ _ _ ___ -� _ �_ � -- - ��� Pricing Set 09.09.1�� I �__' _ -- I Permit Set �_� 12.09.13� � ._ _ ._ , ._ _ __ _ _.. _ _��_.__�_. __ __ �I � ��- - - � - -- - - ,'� Pricin� Set 02.14,141 � _ -- - _ _.__ _ __ Changes �o App. 03.24.14 � Permit Reuisions 05.27.1� � � S�ECTIC�N - MASTE�t STAIR A-UNIT SECTIC)N - MA5TER STAIR �/�.-U�II`T� PL.AN - MASTER �TA1R A-UNIT � 3 — � — � — � � 2 scale 1/2"-1�_0" scale 112"�=1�_0" scale 1/2��=1'_0,� � ENLARG�D SECTIONS � STAIRS A-UNIT � I � ; I ! � i � i ! I f , � � ; WrJOD CLAD S7AIR TREAD� i �,°., i W/OPEN RISERS,THIS � ; FLIGHT; QPEMNG � 4" � r- � i r-. i � � 1�,� ; � � --�--{-- � ; r' � ; - STEEL WALl.CLADDING; ; � Q — ; � _ - APP�IED TO PLYW[� 3 � r,. i _ __ _ _ . _ _ _. , SUBSTRATE $ c� i � . � ; ,i ���� � s i � , � j ; � ���t �t� I !i I � � � �'� f�'4 ; �TAI� ;I TEMP�REQ Z�� GLASS �� -�.. `� i = STEEL TUBE HANDRAIL; MIN, `{ GUARDRAII,@ 36" HT, � ! - _ == 4�a PERIM. �❑ I 301 DO N �i o i -� il � � � � �r...'" � T,O. FlRtISH FLOOR� 17R 716° `� � � m� STEEL LiNED HANDRAI[. I 110�_0° ($158'_0") I6T @11-1 2" � � � -ac ! �'`�--�---�—�PEN RISER; CLEAR NICHE; APPLIED TO {' aa- OPENING TC7 BE �4" CONTIN. BACKING � �' I � __ � � i ; i� � � � � � ; i i= � � � i .,,,,�, � ; � � "' 1 STRUCTURAL TFt�AD, W/ � �,, WC}UD CLADDING, A�L � �: � SIDES � , � ..','�,� 'v � i � ,"`�., � TI�EAD D�TAI�. - MAI N STAI R U N IT A � G UARC� HA�I D RA1�. C}ET�.1 L - MA[N �Tl�l R U N IT A , �-. � j � ,�_ , �� scale 1-112"=1'-0° ° � �cale 1-112 —1 -0 RECESSEC7 STEEL � � � HANDRRIL @ 36° HT.; � ..:� � E RETURN ENL?5 {NTO WALL � � � ° ( � �" i PLAN - MA�TE R STAI R A-U N 1T ` lc — ! . ; � , ����� �.����=i�-o�� � i ; TEMPERED z" GLASS .� � •••:� I GUARDRAlL @ 36" Hfi. � ° � Wt�OD STAIR 7READ5 � & RISER� � � TEMPERE��" GL.ASS � � � wooa c�ap s-r�,i� T�Ea�s i N4T VAIID FOR BUIIDING PERMlT � GUARGRAIL�a 36" ��T. STEE�CLAD[aING WALL ��'�� , FINISH; INTEGRATE W/ f' /� WI OPEN RISERS,TH15 � �(�'����'���{�j��]''���j�T�� � � � f RECESSED NANDRAIL� /�/ %f FLIGHT; OPENING � 4" ; � �-// / i ��� I �'/ /� i � [ �,.%�'' /f/r 3 � ,c ' � F f ��� � j � E� � � � : ( { / � � , Z}�� � � �. I � � /''� ; �� `�l'�_ �__ _.. ___w_�_ ! 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WA�L � ,, �` � r RECESSE[�STEEL �' •,�.':-aw.,:':::.:''::.,:;.';�::::.^'.�. �G.. .�•; `'' ' ' RECESSED STEE� � p � i �'' � HANDRAlL @ 36" HT., I ;;•: �..`,.:,4_,.,e.�•,,;;,.'.:',.'::'.- ...� � WOC3D CLAD STAIR TREAdS HANDRAIL @ 36" HT.; j � "� ; � ,� :�� '", � RE7URN ENDS ENTt� WA�.L i �� .. t.. . I Wi QPEN RISERS, THIS � RE7URN ENDS INT(7 WALL � � —� I �� ' -.,� � FLIGHT• t7PENING < 4° G"> > ; ' f '��� �:::` ''- `Y`s: i � ■�.. � "� ; � � � � � ,. r � � � � ��� ..� :$.: ��L: � �� PLAN - MASTE R STAI R A-U N IT � W � > ; C� � r � "'" :�d,; :�:.#•�:<"- � S� scaie 112�`°�.�—�° � 4 "'p" i ��f; � ' E � � ",� � i � � � ; � / i � � � �,,,^► € ,��� € � tY"3 � ,� � i STEEL CLAC3DING WALL � �/',� '�"'+ � � FItUISH, INTEGRATE W/ 1� '�-'" � � 1— i � RE�ESSED HANDRAi�—.–s �'`� � I � �/ T.C7. FINISM Fk.00R� '�� "' p�^ p i rX V5.7�^/'�11 tC?1�4� ('�I�\ Y 1 ��j� 1l V j f � �f ,�%� 11"' � i -` 3R@74�� � ,�� 2TR@11" � ' � � /i'� p DN � � �,� ; �% � � { � ,� _ '=� � � � PRQJ ECT: xxxx ; �� /�� WtJQD STAIR TREADS � � � �` !� & R�s��s, ��ES F���t�fi � ; DRAWN BY: SG f �, ,�.� I I I I I I I I I I �-.�. LaN�,��� , �'°' .�,� I I ! 1 1 1 I I I I ���-1�f4�� ���,s��-�,�,�f4��� � [�ATE: 03.28.�3 j ;';' I I I I 1 I I f I i u �'%� I I I I I I 1 I 1 �, ��7a, STAI R � �,il' 1 TR@1 "' 101 RE\/1S1(�I�IS____ _____. I I I I I I I I I I { ; -;�''� � I I I I I I I I I I Finra�r��� o�.2z.�.�; � ; �„ � � I I I I I I I i I I woo� sTa���r��Aas .—_;--___ ________; � TYPE X �WB A(�C.WALLS �FINAL DRB-rev s fl6.13.13 & uNDERSIDE oF STAIR I I I I I I I I I ( �` �'���� FiNAL DRB-rev's� o7.a3.13 I ! FRAMING $"TYPE 'X' GWB AL� � � WALLS & UNDERSIDE OF � FINA�DRB-rev�s^__ 07.15.13� STAIR FRAMINC �_______.___._..___________________� I � ,FINAL RRB-rev s f�7.31.13 I � � ' �Pricing Set �______ �9.09.13� j � MECH. � �.__,_.�___________.______ _.� ; � �Perm�t Set 12.09.13 E � CHASE a� Pricing Set �_ �02.1�.14� i 3R@7��� '��an es to A . �03.24.14 i 2TR@11 � �p � , � j Permit Revislons �05.27.14 j � RECESSED STEEL �_ _____�___�_.� T.4. t=kN1SH FLC34R � I j HANDRAIL @ 36" NT.; 86"-0° ($134'-0") � ! RETURN ENDS 11UTU WALL � € ENIARGED SECTIONS i STAIRS A i1NIT � 1 � � � � S��TICJN - MA�TER STAIR A-UNIT SECTIC}N - MASTER �TAIR A-UNIT P1_AN - MAIN STAIR A-l1NIT � ; � scale 1/2'�=1�-t7" scale 112°-1'-0° �� � ��� � �� j � scale 1i2 1 -0 � ; I � � ? I j i i i ' � � j i C�» 4 � � � � 's � � i Q � t`^�. o. i � � __ � � � 4 ' *cr I � ( � � I ! 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I "� � - - - - --� t�,,���.., 1 � � PERIM.; RETURN ; 41 �I 1 f UPEN R15EFt, CLEAR �l C}PEN RISER;C�EAR � �� i ENDS INTQ WALL,' �� II ( 1 • �,,�� ro � � ;€ OPENING Tt� BE <4" '�� �� MIN. 1-112" �LEAR. � [l il ; s ��,.�,�> OPENiNG TO BE �4° � ,} �, � � l� � � � ���TYPE 'X' GWB ALL 1 � �, , TO WAL� FIi�ISH ,! � � � ,-+ �� STEEL PLATE STRUCTURAL �G { ,� ( WA�.I.S & UNDERSIE�E j i ,���,., STEEL PIATE STRtlCTt1RAL �� �i I E z ' �� �� TREAD, CANTILEVERED � � i � QF STAIR FR�AMING � ...� � TREAD, CANTI�EVERED FROM WALL. `VV!STCINE 5LAB i �� � ji �� � � � — �° ; FRC}M WA�L, W/WQOD , C� ; 1, I � � � ;���s.��� � ; � ,� � i � CLADDING. A�L SiC1ES � F CLi�DDtNG, ALL SlQES ,� � .I �i I � � , � �� � � � , �f s r �R ; €' � sr�E���a-r� ; ,, _ _ _ _ _ i i {,F ,; ._ _ _ _ _ _ NOT VALID FOR BIJILDING PERMIT I �� � ��� '� j ? 5TRUCTURAL 1'R�AD, �y I -j � � , '' ; '" � CANTILEVERED FRQM ; �' � TEMPERED�" -'°' I � ,,,r �: �,� .� �,�� �-�-��� � ��.��,�� � i� �� i wa��, w�sTOrv� s�.ag ' �' � � � WlTHOUT ARCHIT�CT'S WET STAMP � , �! �CLASS GUAFtDRAI ; ������ ia �' � �L�DD�NG, ALL StDE5 , I J( —.-- .._. � FtOtJR ��� ����� �j �`� ; QPEN R1SER; CLEAF� � �� TO CLNG � ,��� *�,.�` ; L__� , � ;,' i �i � �� ' �j s ' OPENING TO BE �c4° li — — — — — — — F�' ' � jI , � i �� —� �� � �� ; � {} �' � �i � � � � � � � � � � f � � � �.� 3 _ � i� I f STE�L HANDFtAIL�a � ' ' ; , ; �� t � �, ' �� 1 36" MT.; M1�1, 4" �, I , =r � < � aTEEL HANQRAI @ ( � �; PERIM.; RETURN � � ` �� ENDS !N'Tt�WALL �� �i` � i! �� 36" HT,; MIN. 4�� ��� � �� � ai, � � ; PERIM.; RETURN ,�' ,. ��,��'�` ' i � � ; � ,i ENDS INT4 WAL ; � � ������ _ ;� � I�� � � � �� MIN. 1.-1/2° CL� R. � HWE B AR �iIT� P ��� �'� �� � � ! � i `� -ra wa�.� F4r�cs� COPYRI6HT 2012 � � � � 1'_fl'� ��t"„�"'�� . �� �i UP i � � �� STEE� HANDRAIL @ � �p ; �[ UP .. �� �� ' 17R@7is" j; �,7R@7-�'� �� 19R@7 " � � ` � t 36 NT,; MIN. � �� �� � zs f � f .� ( 16TR@12 i� 16TR@12° �� 17TR@11° � ;� PER(M.,' RETllRN � �� , �' I� ENDS INTO WALL j c, ,��o �r � " '� � `� � �TAI R STAi R � ,� , . E � � �C?PEN RlSER; CI.EAR : �� OPEN RISER; CLEAR � 400 300 � I � � UPENING TC} BE �4�� � , I� QPEN►NG TO BE �4 ; � ° {; STEE�PLATE STRUCTURA� T.O.FINISH(REC} �� i .�,.� STEEL PLAT� STRUCTURAL : � ,. � � . . � ', TREA[7, CANTI�EVERED 'r.o.F�rv�sH t€�iviN�) T.o.�irvisw t�oR�) �"`i"pa�=���(s��2�-���) C=� 7REAC7, CANTIl.EVERED jl x2��-o°tai75�_o"7 116'-6"(8164'-6"} � .Z � FRC}M WALL, W!WaOD { FR()M WAL,L, W/STdNE SLAB � .:� � . . 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M,4?f 12° LAUNDR�" RE7CG�M t�G Rt�G>M �"G� #3� �G2UIPP�1� lU(1'N z t3 �'"t'P � �-''' �%c" G� 1aR'1'ER 3%a�� � F(i�i-�,4G� �� h11NU1'E ,4UTG7MATlG -! �w f1�ZJ'1 (3m'1 �HU1'C�fiF, ITYP) fL �- ��� !3� ��N1 C�2 G�N1 1"�1�GN,�i�ll.;�.,4�.. ut � ��I�'� C�'�'"�'1 � ---� �aCN�t"1,4�'(�� � w z +- � — � � o � � i�11'�l5 CTYi='.� `�' M�X 12" � � u�`.� rt�� � 1�1c�T�: z � z �F'C�'� �U�LD�G> '�c� I c� l�I�CTUJ�?�,'K 3�, �Ca�' 1�'iC�fic� �`N,4N CC71�1°�}�,�CTC�i� �'C� �'RC7V1�?� �- � � 3" ��'.C,�M �1�C�� � �- � �� _ �=` _ �ii���'�.�4�� ��'�C� vN���'� � �� C�F l�It�i�fi� �� � �� � ,��' tl1„i� C� iN��='�G�'IC)t�l. Q � � ��Nli`�C� �?����.' `1�G� 5�'`'�G� at�. � �m N Pro,jec#, t�c�, �aca1�: z c� �41�L �NI�� C�F �,IN�fi� � �- ;� �- 13s2�2�.s?�s� '�1,� o ,� `i'c� 8� ti����C�l� l�J/ � t�rawn Py: �hec�d �y: � � � �4I���51 V�. �JN JI�3� u�i +- `fi�'�I �,�,�. �1,���" �... �1��� ,a����,��' ��'. C��� � � �' �1�C� ������� � � a � I � �_ � � = �C;�u �'R��SU�� ��4� � z � �� �c,a�.� � r��� - r���iur� �r����u�� ��� �� ��i� � � r�c� �c��.� � � � ����� c� � i �� ��� � l��Iechanical S eci�i ati n � � '� � c a s �. N � � � � General 33.CeaExchange piping(within building) - A11 piping, 3" ar smaller, shall be type 'L' �opp�r, wraught copper�ttings, and no lead setting af pressure to open damper. Frame shall include ralled stiffener beads to allow eas�y sea�ing to spiral ductwork joints. � � fif� � solder. All piping, 3" piping may also be schedule 4Q black steel pipe��ith EIT'HER groaved rnechanical joint coupling and Dampers shall include vinyl foam blade seal. Frame� shall have no hales or openings to allow air through damper frame. Damper � �-- - , --� l. I�nmediately notify the engineer of any discrepancies. fit�ings and grooved mechanical jaints (Victaulic or equal) OR wrought-steel�tt%ngs and wrought-cast or forged-steel flanges and shall in a11 respects be equivalent to Ruskin model BDR2. � flange fi�tings, and welded and flanged joints. � c�j � � 2. It shall be assumed that a11 subcantractors are experienced and thoroughly knowledgeable in their r�spective areas of the 68.Motar Gperated Dampers (Round): Furn.ish and install, at Iocations shown on plans or in accc�rdance with schedules, darnpers � � A �'l c�nstruction industt�and shall perform in a responsible manner in an apprr,priate construction sequence. �4.Heating Water 8� Chilled Water piping-Type'L' copper, wrought copper fittings, and no lead salder. Provide deduct alternate meeting the following sp�cifications: Dampers slxall be of the butterfly type consisting of cixcuiar blade mounted to a shaft. Inside C,� �Q � �-' for PE�-a with oxygen diffizsion barrier. Piping sizes shown an plans axe for�opper. Increase FEX pipe size by one size if frame surface shall be clean and smooth with no blade stops or simiiar inward projections. Frames shall include rolled stiffener � � (� ,, w 3. I�o nat sca1e drawings. Verify dimensions in field prior ta cornmencement ofwark, changing ta PEX. beads to a11ow easy sea1ing of spiral ductwark joints.Dampers sha�l include a firm, fine c�ll faam seal sandwiched between two � W blades. Leakage through the damper i.� the closed position shall not exceed .15 scfm per inch of blade circumfear�nc� at a pressure � � � � ? 4. It is the intent ofthese drawings and specifications to establish a standard of quality. The engineer reserves the right ta take 35.Snowmelt Piping(inside building) -Type'L' copper, wrc�ught copper fittings, and no lead salder. Provide deduct alternate for differential of4" w.g. Leakage through the bearings shall be less than 4 cfm at 4" static pr�ssure. Damper frame and blade shall be � � �- � exceptians ta approve methods and materials not reflected herein. PE�-a with oxygen diffusion barrier. Piping sizes shawn on pla�s are for copper. Increase PEX pipe size by ane size if changing fabricated�'rom galvanized steel. Material thickness shall be at�east equivalent to Ruskin Manufacturing rnodel CI�RS2S standard � � '� ° � to PEX. construction, � � � � +- 5. Failure to order, ar xelease order, for materials and/or equipment wi11 not be accepted as a reason to substitute alternate materials, w-. Cf� � � equzpment, or installation methads. 36.Snowmelt Piping (outside of building) -Fre-insulated PEX piping(Rehau,Urecan,Upanor ar equal). Bury minimuzn 4' deep and 6q.Motor Operated Dampers (Rectangular): Furnish and install, at locations shc�wn on plans, or in accc�rdance with schedules, � � �- pr surraund with 4° af clean sand. control dampers that m.eet the following minimurn constructian standards. Frame shall be 16 gage (l.b) galvanized steel structural � d� � � z b. Wark shall b�performed in a workmanlike manner to the satisfaetion af the architect&the engineer. hat channel with tabbed carners for reinfarcement. Th: blades shall be single skin, 16 gage (1,6} galvanized steel with three � � 37,Drain Pan&Caoling Coil Condensate Piping- Type'M` capper, �wrrc3ught cc�pper fittings, and no lead solder t�R Schedule 40 logitudinal grooves for reinforcement. Bearings shall be corrosian resistant, molded syntlaetic sleeve type turning in an extz-u.ded ,� � � � � w ,{ 7. Labor,materials, and equipment shall conform ta the latest applicable editions of local, State of Calarado, and National Codes PVC-DWV plastic pipe and fittings (ASTM D2665) OR PEX. hole in the damper frame. Axles shall be square or hexagonal positively locked into the damper blade. Link�ge shall be concealed �� � � ,� � and ordinances, If conflict bet�veen those publications exists,the most stringent requir�ment shall apply. out of airstream, within the damper frame to reduce pressure drap and noise. Submittal must include leakage,pxessure drop, � • � � 38.Condensing Boiler Condensate shail be neutralized via a neuY,ralization basin before discharge into building drainage system. maximum velocity and max.�mum pressure data based on AMCA Publication 504. Dampers shall be in all respecfis equivale�t to � �-- f-- 8, Provide record drawings to architect. I}rawings shall include a11 addendum items, change orders, alteratic�ns,re-rautings, etc. Condensate piping shall be PVC or other approved material suitable for pH levels af 3. Ruskin Model CD35. � '� � `,-- �- 9. The drawings show the intent of the rnechanical systems but do not s�ow�li d�tails required. It is the responsibility of the 39.Gas Piping- Schedule 40 black steel pipe, 1 SO lb.rnalleable iron sc�ewed fittings on above ground pipe,welded fittings with all Contrais ���� � contractors to install cflmprete& operable systems,which conform to the manufacturers' instailations instructians& industry piping coated and wrapped on buried pipe. CSST pipe is prohibited, except fc�r fmal connec�io�s to appliances. Welded gas ��'�� � standards. piping must be pressure tested at 60 psi mi��imum per TQwn of Vail. 70.Mount all thermostats, humidistats and sensors S'_0'� above finished floor. ����•#�«�����,� Q ��*�,����k�,���*����� . �- l�. S stems sha11 be tested for ro er o eration. If tests show work is defective, contractor shall make carrections necess at no 40.Gas Valves -Lubricated lu valve 175 lb. 'W.Q.G. iron screwed Qr flan ed. ;��' 2J10/14��� � y p p p �' 1� g � 71.Thermastats & remote temperature sensors shall not be installed abave heat emitting equipm�nt, including w�ll maunted touch � � f1 c�ost to owner. screen cantrols and light pad controls. I�o not mount on e�terior walls or abavelbelc�w forced air sapply registers. � � � � 41.C4pper pipe Valves and Specialties: �`� � � � 11. It is the �ontractors' and rnanufacturers`res ponsibili t y ta assure themselves that the cocie auti�ori�ies wi11 a p prave an y pra�uct to 72.A1I thermostats sha11 have a tem perature ran ge suitable far the a p plication and have ad justable set points. The thernaostats shall �'���¢� ��.�•#��`�����'� ' 't� be installed an the project. Gate Valves: Bronze, Class 125, 2001b. W.Q.G. be able to display ternperature setpoint and room temperature. All thermostats shall be approved by the owner. `���'����`� � B a ll V a l v�s: B r o n z e, C l a s s 1 2 5, 2 0 0 �b. W.C 3.G. z = 12, Provide necessary trenching, bact�fi71, excavation, supports, piping, insulation, saw cutting and patching, concrete/paving, etc,, as Check Valves: Bronze, Class 125, ZOO lb. W.C).C�. 73.Freeze Detectian Thermostats. Each supply system witn water eoils t��king autside air sha11 have a freeze detectic�n thermastat Q � reguired. Backfill trenches in 6" lay�rs and to 90% compactian and patch to match.e�cisting grade. Balancing V�.1ves: 125 psig w.p. far 254F s�rvice tight shut-off, Illinois dual-purpo�se, balancing/shut-aff 1ocated on the downstream side of the coil. Thermostats sha11 be of adj�astal�le electric contact typ�, silver plated, manual res�t � � valve, Hoffman, Sarco, or equivalent. with 20' fle�ible sensing bulb af increment type with any seti�tion ca�pable of a�etuati�g mechanism on temperatur� dr�p belaw set � � ,_ 13. Systems shall be professionally iabeled. Pi�ing shall be lab�led with color coded cammercial grade labels indicating piping point,tlxermostat sha11 stap fan(s} and clase outside air damper. They shaill have a.1x isolated set af contacts fcrr alarm syst�em�. � � service and flow directian. Equipment,pumps and valves shall be labeled with engraved plastic or metal tags and an 42.Support pipe with rad and clevis or clamps. No pipe tape al�owed. � equipmentivalve Schedule sha11 be provided and mounte� on the mechanical room wa11. Equipment labels shall fa�llow the saxrz� 74,Install emergency gas shutaff switch inside mechanical�oams containing boilers. 5witch plate sha11 be red i�n color and labeled � � nomenclature as the mechanieal drawin;gs. 43.Provide expansion joints or loops on�Il heating water piping runs in excess of Sfl'. "GAS BL:rRTTER ElV1ERGENCY SWTTCH". Switch shall be compliant with Sectzc�n 1006.8 afthe 2012 IMC. Rcfer tQ electrical � � drawings for additional information. � ='� � 14. Provide 4"high level eQncrete equipment pads beneath floar mounted mechar�ical equipment as shown an plans, 44.Dielectric Unic�ns -Furnish and install a dielectr�c utuon at all connect�ons where non-ferrous mater�al 'zs m contact with ferrous � � ar. materia� and fluid it�not protected wi�h corrosion inhibitors. 75.See Sequence of Operatian she�t M�02 for additianal control information. � � 1S. See architectural reflected ceiling plan far all ceiling penetratic�ns. � � a 45.Grade and valv�all heating water pzping wzth�/4"kc�se end vaives to permit drainage af the system. Vent aII high points in Balancin� � � 16. Cc�ordinate archite�tural, sfiru�tural, elect�rical, landscaping, fire protection, and interior design drawings with mechan�cal eq�ipment rooms as necessary with automatic air vents piped to convenient drain. All high points in system outside of equipment ru a drawings prior to installatian. roc�ms with manual air vents as required to relieve air in the system. 76.Air and water flaws rnust be bal�nced, and fan belts,pumps, and drive systems adjusted as required. Balance contractor shal] O � fi�rnish subsequent air balances after acceptance af the building. Air balancing sha�l inc]ude t�alancing of supply air, return air, � � 17. ()ffset piping, ductwork, etc, as necessary ta accommodate stnzcture, beams, colum7as, and existing equipment. 46,Provide plastic grommets on alI heated ituid water piping passir�g through wood joists and studs. exhaust air, and outside air. -� Q � � � � 18. Verify exact locations of e�isting and new und�rground utilit'res,pipit�g, �nd raceway systems prior to trenching. Contractor sha11 Antifreeze Solutions 77.Subrnit a written balance report. E3alancing procedures �hall be in accordance with NEBB or A.A13C guidelines for propartit�nal � � � abtain and verify exact utility company drawings and requirements. balance. Submit report on standard NEBB forms. � 47.Fill laad side of GeoExchange system {water-to-water units} wi�h 20°f�propylene glycol I 80°fa water solution. Includ� corrasion ��� � � � 19. Cantractar inust carefully verify ele�t�zcal serv�ce voltage and phase available before ordering any equipment. inhibitors, ?8.Airside measurements shall mclude atl motor amperage,vQltage readin�s,matcrr RPMg f�n RPM, fan C�1V1, fian inlet stat�c � � � pressure, fan outlet static pressure, and e�aust grill�CFM. �•"A +^ z � Sha�p Urawin�s 4'7.Fill B-1, :B-2, B-5 &B-6 bc�iler syst�zns�vith 20°lo propylene glycal / 80°/a water solution. Include carrosion i�ahibitars. � � ll i '79.Hydranic measurements shall include all motor amperage, voltage readings, mator�PM, pump R,�lb1,pum� �"rPM as calculated � � 20.Submit entire HVAC and plt�mbing shop drawing submittal data at c�ne time. Submittal to be bound in three-ring binders, 48.Fill snowmelt systems with 50%propylene glycol f 50°lo water solutian. Include corrosion inhibitors. from the pump curve, inlet and autlet pr�ssur�s at pumps, and temperature and pressure dre�p at all cails. � � indexed in a neat and arderly manner. Partial submittals will not be accepted. Suhmi�taJ.s shall include, but not be limited ta; ��y �ri equipment, fixtures, insulation, difft�sers, pumps, fans,piping, valves, boilers, and heat pumps. 49.See"GeoExchange Speci�cations" sh�et M441 for antifreeze solutian and carrt�sion inhibitor requirements for the closed-loop gp.Ad'ust�ows to within 10% of re uired uanti If actual uanti is less than�0°fo of desi , investi ate cause, attem t to � � J �I �1 tY� q tY � � g � ��r'� � � ground heat exchangers. rectify and notify engineer. Submittal of balance report with less tha�required flows without explanation is cau�e far r�j�ction c�f i■■� z � 21.Prt�vic�e with shop drawing submittal, 114° scate Zayout drawings ofrooms with mechanical equipment,piping and ductwork. ��pQ�, � � Layouts shall show Iocatzons of inechanical syst��ns and shall be coordinated wzth plumbing, f�re protection, and electrical 50.DILUTICIN WATER QIJALITY: �ontractor shall be responsible for testing the�vater and submitting a repart to the(3wner& . . . . . . � w w sys tems, Equipmen t s h a l l be drawn to sca le, Engineer,p r io r to sy s te m fi l l, "H a r d'" w a t e r s h a 1 1 n o t b e u s e d. T h e w a t e r u s e d t o d i l u t e t h e c o n o e n t r a t e d i n h i b i t e d g l y c e�l-b a s e d $1. Su bmi t t h ree copies o f a l l su bmi t ta ls m a d di txan to any requ�re d by t he con trac tor, T hese cc�p�es s ha l l be re tain�d by t he o w n�r, � � heat transfer fluid must be either distil�ed, deionized, or cantain Iess than 25 ppm of chloride, 25 ppm of sulfate, SO ppm of can�raetor and engineer. �;� tu a Insulation calcium, and 50 ppm of magnesium, with a total hardness not ta exceed 100 ppm. If goad quality water is un.available, the � /�y � � manuf�cturer of the glycal product will provide the heat transfer fluid and water ta meet the specificatians of the system. Radiant+& Snowmelt �""� � � 22.Insulate all new heating water, domestic hot water, domestic cold w�ter, domestic hat water recirculation,heat pump � � � desuperheater, storm drain,heating water, chilled water, geoexchange and snowmelt pi�ing(mains and runou�.s to areas being D►uctwark 82.Radiant floor tubing shall be 1/2" naminal diameter. Snowmelt tubing sha11 be 5/8" diameter. All tubing sha1�b�P�X-a � }- heated) wi.th U.L. appraved,white, �11 service, glass fiber, snap-on, 1" thick on mains and �z" tlaick on runouts, pipe insulation. crasslinked polyethylene with an oxygen diffusiorz barrier,manufactured t�y the Engle mefihc�d. z u�i Tnsul�te fittings with glass fiber blariket insulation and premolded PVC covezs. Pravide deduct alternate price ta insulat�with 51.Duct sizes shawn an drawings are outside {sheet metal) duct dim�nsions. � iasued �c�r Armaflex. Exposed piprng such as in the mechanical room and the crawl space mains sha11 be insulated with white fiber glass 83.Piping shail be installed in continuous loops, no splices allowed. Th�ma�num Ioop lengths are specified in the radiant& �z � t�pe. Cover outdoor chi�led water piping znsulation with aluminum jacl�et. The jacket shall be held in place by a continuous 52.All ductwork shall be constructed from mznimum 2b gauge tllickness shee#xnetal per SMACNt� standards. snowmelt zone schedules c�n the plans. Tubing 1�aps off each matxifold shall be install�d in equivalent lengths �plusimi�us 5°!0}. �'°' ���� �°t"��� a frictian type joint,prc�viding a positive weather seal over the entire length of jaeket, The cireumferential jaints sha11 be secured 1 8l1�113 Gr�v1�D(N,4T(C�1 u.� with re�armed aluminum ackets,t�va- iece elbows and flan e cc�vers, secured with steel bands.Znsulatic�n shall be ro er1 53.All ductwork shaXl be sealed airti t with duct mastic. 2 9/��I3 1°R(CINCx �Et � � p � p , g p p y � 84.The contractor shall install manifalds as provided by the tubing mat�ufacturer. The manifolds sha11 consist c�f a returt�header � �����f�� P��O.� ���. � � irr�,sstalled on a11 piping elbaws tc� adequately insulate the 90 degree bend. (incluc�ing: balancing valve for each loop, compression fitting to receive tubes and air vent} and supply header{i�cluding: .¢ 2I1Q,�lf�F �'�3�f1�' R�SC��. � � 54.All returns sha11 be ducted, I�anning Qf stud cavities,joist bays, etc. is not allowed, manual shut-off valve for each loap and compression f tting to receive tubes). � � 23,Lnsulation sha11 be installed under al1 radiant heated floors an slab.R-15 minimum. � � 55.Provide 1J4" galvanized mesh screen on alI combustion air ducts or c�penings. Vibratian Isolation � � 24,�nsulation sha11 be installed under a11 exterior snawmelt areas. Tnsulation sha111�e minimum R-10 "blue board" faam insulation, A.. � 2"thick. Insulation must have pressure rating suitable for application. 56.Seal all ductwork joirits and vapor barrier penetrations at all extexiar wa.I3.s, 8S. Where specified, duct-to-fan cannections shall be made with flexible canvas duct cQnnector materia,l. �r�victe duc1;alignment � � within 1/2"' at the fan collar and duct callar. � �- 2S.Insulatic�n for a1l types of pip"sng shali be carried fizll�ize tbrough pipe hangers c�r pipes shall be supported with vibration elamps. 57.Ducts and piping penetrating through roof sha11 have roaf flashing wzth caulk type caunter fl�shing sleeve or by method +�- � acceptable by roofing manufacturer. Installation shall be watertight. 86, Where specified, spring vibration is�lators for supp�rt c►f equipment shall be praperly aligned so that support r�d dc�es nc�t coz�ta�t � � 26.D�UCT LINER.: In#ernally line a1t new ductwork(unless nated otherwise)with 1J2"thick,U.L. listed,Armacell AP Armaflex SA spring hausing. � -� B1ack Duct Liner,non-fibraus, flexible elastomeric thermal in�ulation duct linex. Fiberglass-type insulation is not permitted. 58.Provide backdraft dampers at any and all ductwork penetrations througl� extericar wall (except autside air and cambustion air �U � duetwork}. IECC Req�irements '� � 27.Externaliy�rap all unlined outside air or supp�y air ductv�ork with 2"thick insulation with a contznuaus vapor barrier. Minimum � t� R-Value af b.4. S°.Provide�i�rning vanes in all mitered rectangular elbows. 87.Refer to REScheck report by Rader Engine�ring for cc,mplete list of 2012 IECC requirements, .�q U � s Pi in 60.Provide vol�me dampers at a1i accessible round duct take-offs. 88.Blower doar testin shall be erformed b an a roved tl�ird er 2412 IEC� sectian R402.4.1.2. A writt�n r� ort of the � }-- _P�: � P Y Ap ��3'�P � M�C4-4,41`�1G:.�L ua �u results af the test shall be submitted to the building department. Air Ieakage rate shall nat �xceed 3 A�H wh�n the blc�wer c�oor is ��'�c�(�IC,�tIC�1`�l� � i1C �i 28.A11 buried pipe shall be surrounded with 4" of clean sand, 61.Mal�e a11 final connections to supply GRD's with acoustic fle�ble duct. Minimum length sha11 be 4 feet. Maximum length sha11 operating at a pressure af S�J Pa. � � � be S feet. � � � 29.Domestic Hot, Cald&Recirculatian p�ping inside buiiding- Type'L' capper,wraught copper fittings, and no lead solder. 89.Swimming pools and in-ground spas: � y� �-�, Frovide a deduct alteznate pxice for PE�. �i2.All ducLwork ar surfaces which are visible behind a grille, register, diffuser or louver shall be painted flat black. 89.1. Heaters shall have a readily accessible on/off switch. � � � $9.2. Heaters operating on natural gas or LPG shall have an electronic pilot light. � `� � 30.�aste piping(above ground} - Standard weight, C.I. soil pipe, and fittings, or hubless, C.I. soil pipe and fittings. 63.A11 dryer vents and bathrac�m e�xaust ducts shall be rigid galvanized re�und duct. 89.3. Schedule-capable autc�matic on/offtimer switches shall be installed c�n heaters and pumps. � � u�,t 89,4. Heated pools and spas shall have a va�por retardant cover. �, � �, 31.Waste piping (below grade and in crawl s�aces) - Schedule 40 ABS-I?WV plastic pipe and fittings {ASTM L126b1) or Schedule 64.Sheet m�tal and fittings to be pursuant ta SM:ACNA. and AS�J[��standards. u.� � �O PVC-DW��3IaS�1C�Ipe atlt���:�1t7�8 �AS�Z'M I)��ES�, All pipe and fittings shail bear NFS-I?WV mark and shall be joined with 90.A permanent REScheck certificate shall be pravided an or in the�lec�rical distribution panel listir�g the predaminant insulatia�. Pro,�ect No. �ca i�: � � � salvent weld jai�ts as recommended by the manufacturer. 6S.Contractor tQ coordinate exact location of grilles and regzsters b�fore installation. R-values,windaw U-factors, �.ype and effi�iency of sp�ce canditioning and water heating equipment, and res�ults fxom any 13�29.�s2y Nl,4 O � � requixed duct system and buiiding envelope air leakage testing. The cert�ifica�e shal�not cover or abstruct the visibility of th� t�rau�n k�y: t..�c#c�d By: Q � � 32.Vent piping- Schedule 40 ABS-l�WV plastic pipe and fittings {ASTM D2661) or Schedule 40 PVC-DWV plastic pipe and 66.Seal c�ff a11 ducts during construction. circuit directary label, service discannect 1abe1, or ather requixed labels. ��� ��� d iw � �ttings (ASTM D2665}. AlI pipe and fittings shall bear N�'S-D►WV mark and shall be joined with solvent weld jr�ints as � � � recommended by tlae manufacturer. 67.Back Draft Dampers: Furnisl�and inst.�il, at locations on plans or in accardance with schedules, dampers meeting the fallowing � � '� specifications: I}arnpers sha11 be af the two-blade design with separate axles. Blades shall be retained in closed position with = � � tensianed spring. Spring shall be easily field adjustable for any orientation mounting. Spring adjustment will allow for field �������� � � p � �� ��� � GeoExchan e S �cifications � � � � �p � � � General Pipe Installatian r� � � � 46.DILI7TI4N WATER QUAI,ITY: Contractor sha11 be responsibie for testing the water and s�bmitting a report to the � � ,� 1. Immediately notify the engineer af any discrepancies. 22.The only acceptable method for joining the buried pipe system is by a heat fizsion process. Jaining sha1l be the socket, (7wner&Engineer, prior to system fill. "Hard" water sha11 nat be used. The water used to dilute the concentrated � � � ;� butt, saddle fusian or electrofizsion rnethad in accordance with the pipe manufacturer's procedures. inhibited glycol-based heat transfer fluid must be either distilled, deionized, or contain less than 25 ppm of chloride, 25 �,,, � � fi- 2. Da nc�t scal�drawings. Verify dimensions �n field prior to commencement af wark. ppm of sulfate, 50 ppm of calciu�n, and 50 ppm of magnesium, witla a tatal hardness not to exceed 100 ppm. If good � ,. ., {5� 23.Fusion equipment must be tested routinely during fu�ion work to demanstrate proper heater face temperature. A digital c�uality water is unavailab]e, the manufacturer of the glycol product wi11 provide the heat�ransfer fluid and water tc� � � � '"' 3� It is the intent of these drawings and specif catians to establish a standard of quality. The engineer reserves the right to pyrometer with procrf of calibration is required for each fusian crew. meet the specifications of the system. � � � .. � take �xceptic►ns ta apprave methocls and m�terials not reflected herein. t;� � � .� z 24.Avoitl shar�a bends in piping runs. The minimum bend radius shall be 2S times the actual c�utside diameter of the pipe Drillin�for Verti�al Laops � � `� Z 4. Work sha11 be performed in a workmanlike manner ta the satisfaction of the Architect&Engine�r. (e.g. the minzmum bend radius far 3f4"pipe�s l.Q50" x 25 =26.25" and the minimum bend radius f�r 2" pipe is 2.375" � � � x 25 = 59.375"). 47.All drilling fluids shall cornply w%th state and local codes and they shail be applied and used as prescribed by the w � '� �° �u 5. La bor,materia ls, an d equiprnent s ha 1 1 con form to t he la tes t app lica b le e d'z tions c�f laca l, S ta te, an d Na tiana l Co des an d manu fac t u rer, C lays a d de d s ha l l be 4 f the commercially processed t ype that shall meet or surpass the viscosi t y � � � � +�- ordinances. If conflict between tlzose publications e�ists,the mast stringent r�quirement sha11 apply. 25.Vertical sections of pipe sha1l be one piece except for"U"tube fitting(s} at the base c�f the lc�c�p. (U-tube assembly}. specifications in the American Petroleum Institute "Std. 13-A for Drilling Fluid Materials". � � t� � � 6. Provide recard drawings to the Architect&Engineer detaiXing,with dimensions, the actual loop fie1c� installed, 26.Instail elbow fittings for required bends that are tighter than as calcula�ed abave. 4$.All other drilling fluid additives used shall camply with recognized industry guidelines,practices and local c�des. � � � � � Dr�.wing shall be�repared prior ta any backfilling. To�c or�iangerous substances shall not be added to the drilling fluid. � -�- � 27.Lateral piping supply and return Iines ar bundles shall be separated to minimize heat transfer between Che two. A1sa, � � �' C� � 7. Loo in Contractor shall obtain all re uired ermits and a ravals r�or to the cammencement of the installatian of the mir�imize su 1 and return i e crossin s. 49.On1 otable water shall be used far make-u of drillin fluids. ��"" --� P � �i P PP � pPY l� P � YP � � Q � Ioop feld. �-�- �' � t� 28.Where supply and return lines come within a 6 foot radius of either water lines ancUor sewer lines, a1l lines sha11 be 50.Borehole alignment shall be as close as reasonably possihle to the grid supplied on the engineering drawings. `�'°`""-+►- � � 8. ContraGtor sha11, as a rninirnum,provide all safety equipment to meet the requirements of all applicable State and insulated with 1-112" clased-cell insulation(with adhesive backing}until the lines separate b�yond the 6 foot distance. �, � National Codes and standards, Contractar shall meet al1 requirements af the Occupational Safety and Health Act 5 i.Vertical boreholes shall be clean (na permanent casing) and of sufficient diamet�r ta f�cilitate the installa�ion c�f the (�SHA), including all am�ndments. 29.The contractor sha11 prc�vide identif cation for the underground piping by using underground-type metallie�racer tape. U-tube assembly, Reasanable �nd prudent care sha�l be taken during instatlaCion and grouting i�x� c�rder n�t to crush, cut �'��� � Warning tape must be fail-backed, at least two inches wide with a continuous message print�d every 36" or less reading ar kink the pipe, , ��������'�;����;� � 9. The drawings show the intent of the geoexchange systems but da not shaw all details required. It is the respansibility "CAUTIC�N GEOT�lE�1'v1AL PIPELi��tE B�.I�ZIED BELQW," The tape sha11 be highly resistant to alkalis, acids, and ����"���"�°���:����� � of the contract�ors to install complete & operabie syst�ms, which conform ta the manufacturers' installations instructions other destructive ag�nts found in the ground. Tape should be buried at 24"below grade. 52.All vertical bareholes shall be of the minimum speci�ied depth. There shall be no variations less than the specifi�d �� ����j����'�� � & industry standards. depth. Variations of mare than 15 feet depth greater than specifed depth shall be approved by the Engineer. ; �� � � 34.All buried�IDPE header piping sha11 be a minimum of 6 feet belaw finished grade. ���, ����� � 10. Systems sha11 be tested for prc�per operation. If tests show work is defective, contractQr shall make corrections S3.The contract�ar shall maintain current records on the site at all times that show; ���#�{ �,,,.���`��,�°. � necessary at no cast to owner. 31.Tluring installation,trash, soil, small animals and other foreign debris sha11 be kept out of the piping system. Ends of a. Tizne, date, locatian,total depth and diameter of all bore��les. ���������' u� HDPE pipe shall be taped or fusion capped until the pipe is joined to the circuit. b. Time, depth and results af all mud tests, � _ Scope Delineations c. All drilling fluid materials added to the system. � � 3�.Header pipes shall b� s��eved and sealed wh�re penetrations through concrete nr other structuxes exist. Seal annular d. Any naticeable variations in lithology. � � 11.Loaping Contractor shall be responsib�e for the complete installa�ion of the closed-Iaop grraund heat exchanger, space with minimum 2" c�f expansive ft�am insulation and/or silicone seal. e. Density and volume of grout used on each bore hole. � fl includin g drillin g of vertical bore holes, insta�latian c�f all buried HDPE pi pin g, g z'outin g, in�tallatior� and connectian of . . . ,.. � � tb.e hori.zantal�ipe headers, pressure testing, flushing and purging of the outsitle piping system, charging of the system 33.At mechanical roam termination of header piping,pipes sha11 be installed to extend inta the rc�om a minimum of 24" S3,A repr�sentative sample of the drilling fluid shall be taken at total depth o�each bore hole. Mlld {�8Zi51� 111(�VISCQSI� � � with water and bac�filling. f�om the floor ar wall penetratian and sha11 have a minimum of 12"of separation between each HI�PE pipe, shall be measured in accordance with Arnerican Petraleum Institute (API) approved methods an� recorded. � +- pC �- �- r- 12.Mechanical Contrac�or sha11 be responsible for�arnishing and installing the heat pum�as, fiaxnishi�g and installing all Pressure Testin� Garoutin�for Vertical Loops � � circulating pwmps for the lc�apfie�d as well as assQCiated valves and piping accessories and filling the loopfield with the ��� �, � praper antifreeze solution, as speczf ed by the Engineer. The Mechanical Cor�tractor shall be responsible for charging 34.After a11 piping is in place and prior ta any backfilling, system shall be pressurized with air ta 140 psi minimum. 54.All vertical bore holes shall be grt�uted complet�ly with BAROTD BARCl►THERM Gt}L� T�EF:Mf�LLY O � and purging the in�ide piping systems. Care should be taken to isalate (bypass)the heat pumps during purging ta Each jai�t shall be visually and physicaIly inspected,using industry standards, for cald joints. Any joints failing the Ct)NDUCTIVE G1tOUT (or approved equal}t�at is in conformance with TGSHPA standards spec�fied in tlae�r N Q y ensure the heat punnp heat exchangers are prQtected fram debris. Final air rem4oval sha11 be accomplished using the air test shall be completely removed from the system,replaced in its entirety, and then the test shall be repeated. C?nce publication, "Grouting Procedur�s for Ground-saurce Heat Puznp Systems" and in accordance with all state and 1c�cal u� � separator. The Ni�chanical Cantractor shall also be responsible for ��al purging ofthe entir� system. system is pressurized tc�test pressure, systern shall be closed off{with v�lves or other means) and no air sha�1 be added. requirements. Grout Thermai �onductivity shall be minimum 0,88�tc�Ch x sq. f�. x d�g F. 1"he speci�c type of grout � �- Test is cc�nsidered a"Pass" if na leakage is observed and the pressure remains steady (within 5°l0 of the test pressure) designated is a thermally enhanced type, bentanite based. It is the contractor's responsit�ility tca supply the cozrect Q � Contractar Qualifications for a minirnum of 12 hours, Test is considered a"Fail" if leakage is observed ancUor the pres�ure drops 5%lawer than pumping equipment for the grout specified and be able to compl�te each gr+�uted borehole in a tixnely manner. PorGland � � the test pressure. or cement based grouts are not acceptable. � +- 13.Mechanical Cantractor. Must have completed a certification trainitig program offered by the International Graund � � � � Saur�e Heat Pump Associatian(IGSHPA) �r approved manufactc�rers' certificatian p�ragrarn and shaIl have at least 2 35,Vertica3loops �hall also be pressure tested both before and after insertion in to the ground. An additional pressure test 55.All gro�t shall be mixed in accordance with manufacturer's %�structions. Grout density shall be me�sured an�recarded � .� � y�ars of successfiz� installatio� experience. The installation persannel must be able ta prove current accreditation. The shall be performed after lateral piping is connected and before backfilling. fQr each batch�nd for each bpre hole. Crauting recards shall be included with"as-built" informatian. � � � ur contractor shall provide prc�of Qf current accreditations (ItxSHI'A) or certifications, � z 36.If, after all efforts to lacate and repair any leaks, the system continues to"Fail" the air pressure test, hydrostatic S6.Grout shall be placed by pressure pumping through a tremie pipe, The tremie pipe shall be lowerec�to the bc�l.tom ofthe (" �� � � � 14.Looping Contractar(Verticat Bores anly): The L}rilling Cantractor sha11 be licensed by the State of applicable pressure testing with water must be performed in compliance with ASTM r 2l 64-02 (I-3DPE Testing Procedure). zone being grQUted and raised slowly as the material is intraduceci. The tremie may b�tempararily tied ta the b�t�c�na !"�""� �+ �" p� jurisdiction, and meet azay other requirements as required by any agency with appropriate authority. The Looping Sys�em must"Pass"this test, as defined by the PasstFail criteria of the ASTM standard. of the U-bend loop assembly to carry it to the b4ttom of the borehole. A11 �out shall be emplaccd to the maximum � a x en ib1� in a sin le continuous o eration u ward from the bottom of the bare hc�le. The tremie i e should �re N� � `� Contractor shall have at least 2 years of successful mstallatzon experlence on pro�ects with clased-loop ground heat e t t poss g p P P P O � exchan,gers. Looping Contractor must have experience at mixing,pumpizig and injecting bentonite grczuting materials Flushin�& Puar�ing continuously submerged in the grout until the zone to be grouted or filled is complete. All borehcales must be topped �� � '� from�lae battom afthe boreh�le to tt�.e top, including thermally e�anced versians, for vertical installations. Off with grout to within eight feet of'the surface. � c� � 37.Prior to backf lling, ali systems sha11 be flushed and purged (with 10Q%potab�le water) of�ir, dirt and deb�is and flc�w �'� �w � 15.Looping Contrac�:or(A1I fieid types}: Fabricatars must have completed a certification training program offe�ed by t�sted to ensure all portions of the closed-loo� ground heat exchanger are properly flawing, A portable temporary 5'7.On1y potable water shatl be used for make-up of�routing fluids. � �- I(���''� c�r� rov�e��n�u�fi��ttirers' c��tx�catxca� a�c� � a�ac� sh���h�`�� ati X�:a,��2 +��� �f�����s��.il��ist�Il��ia� t��r z�a uz�a aaxd barr�� or��s��v��r unit sha�� b�ut�li��d�c� s��xa�� ���asast caf th� �r�l���z� ; ux � u:m ha � � �� � �' � � � �� P � � � F � � � � � � �xperience. The installation personnel must be able to prove current accreditation. Each ground�eat exchanger valume/high head), open resezvQir, �Iter assembly with bypass, fir�e screen, flow meter, pressure gauge, connecting �w � fabricator must ha�e perfoxmed a fusican procedure under direct supervision of an ICrSHPA Accredited Heat Fusion piping and connecting hoses. �, ' � +- Q T�C�1TIiC11Tl, an IGSHPA approved manufacturer"s cerCification program or a DOT certified heat fusian techlaician. Each � '° certified technician must a�tend a retraining school annually. All field personnel shall provide proof of current 38.A minimum velo�ity of 2 feet pear secand in each piping sectian must be maintained far a minimum af 30 minutes to � � � IGSHI'A Installer Accreditation with�ssociated fusi�an card ar certificate fram a ma�or HDPE pipe vendor or remove all air. � � � distributor. Persannel without cur�rent IGSHPA Installer Accreditation are prohibited from warking on this praject. 39.Utilizing the purging unit, canduct a pre�sure and flow test on the ground heat exchanger to ensure the system is free of � �" w +- Shop Drawin�s blackage. If the flow test indicates blackage, locate blockage using manufacturer's recommendations, remave ���,��,� ��r z � blockage, then re-purge and �anduct the test again untzl all portions af the s�stem are flowing properly, The flaw test � 16. Submit entire GreoExchange shog drawing submittal data at ane time, 3 copies�minimum. Submittal to be bound in must be observed and approved by the General Cont�actor before the system is to be considered complete and ready f4r Nca. Lat� �c�mment � � binders, indexed i�z a nea�a�d or�erly manner. Partzal submittals will nat be accep�ed. Submit�als shall include, but not backfili. � �l1�fi�� �`��'�'�'�*��� � � be limited to HDPE i �n and fittin s out antifreeze and ro ased ur e um with um �urve. 2 �J�l13 �'RI�INe� 5��' �- w � P P� � � � �' � P P p $ P 1� 1� 1� 3 12tf3/13 PEl�1"iit S�1' � i-�- 40.Far this praject,the calculafied minirnum purge pump perfarmance, not including fittings, temporary piping, etc. is as � � 2/is7�/I� P�i�Ml1" i�St��-3. � P_iping� follows. SII�E A; 6'7 GPM @ 30 feet of head. S�DE B. XX GPM @ XX�eet of head. � p � � 17. The only acceptable pipe and fitting materi�l for the undergrt�und partion t�f the ground heat exch�nger is �igh-density Backfdlin�Flarizantal Pits & Trenehes � �- pc�lyetliylene (I-�PE) products specifically desi�ned, intended and warranted for closed loap graund source heat pump � � installatiQns. 41.Fine fill dirt, preferably with as much fines as possible, is requzred for bedding the HDPE ground laop circuits, manifolds and headers to a minimum of 24 inches above the piping. This material may be winnowed or sif'ted from the � � 18. Pipe shall be manufactured by Centennial Pipe or E�gineer approved equal. Pipe sha11 oniy be HDPE 34Q$ excav�tion spoils. Clay c�r clay daminant soils are excluded as a bedding material, The objective is a dense �-�, t3 mauufactured in accordance with ASTM D-3035, shall have a dimension ratio (DR) of 11 and shall have a minimum compactxan af native soil with as little porosity as possible to assist in heat transfer, and ta avoid any structural st�ess to � � pressure rating of 160 psi. the pipe. Washed gravels ar sand as normaliy used for other utility bedding effarts is nat acceptable. � � 19. Warranty: Th�pipe rnanufacturer shall�rovide a minimurn warranty of SO years. The warranty shall be�ransferable. 42.Fine fill or sail is defined as}�eirrg mastly fines, qf which at Ieast 54% of the material wili pass through a No. 20Q � � sieve, and the remaining 50°lo will pass through sieve size of no greater then a No. 40 sieve (medium sand as per the � a 20.Fittings sha1l meet the requirements af ASTM D-2683 (for socket fusion fitting�} and ASTM D-3261 (for butt/saddle Unified Soil Classificatian System). � � fusion fittings). � � 43.The header trench shall be backfilled by hand with a minimum of 6 inches of fine sail material on each side ofthe ��G��XGN.4fi*lC�� �w �.t 21.Markings: pipes. At least 2� inches c�f fine soil material shall be bedded on top of th�piping. A horzzontal underground-type �F'�G i�CC:,4�°C�1�� � �C U metallic i�acer warning tape shall be placed 24 inches below grade far the entire Iength of each header pipe. After � N � a. Sufficient information, including nume�ical markings every 2 feet(na exceptians}, shall be p�rmanently ma�rked an the pigi�g is inst�lled, tested,purged, inspected and appraved,the remaining trench fill may be excavated material, free of a � � Iength ofthe pipe. This information is defined by the appropriate ASTM pip� standard, Al1 fi�tings shall also be boulders, large rocks, general debris or foreign matter. Care sha11 be ta�cen to avoid driving constructian equipment � � � similarly marked. Marked info�atian sha11 include IvSanufacturer's Narne,Nominal Size, Pressure Rating, Relevant over newly filled trenches unless bridging is provided ta support Ioad over trenches. Refer tc�ASTM D-2321 for � � � ASTM Standards, Cell Classification Number and:Date of Manufacture. backfill pracedur�s. Compact tr�nches to 94% ciry density rninimum. Poor compaction is unacceptable because it can � � � signiticantly hinder system performance. �[ � w b. A11 pi pin g used for the u-bend heat exchara ger(pi pe la�ated in th�borehole} sha11 have factory hot-starnped lengths � w � impressed every 2 f�et on the side of the piping indicating the length of the heat exchanger tc�that point. The length Antifreeze Solutions A � � n sha11 read "0" (zero) c�n one end and the actual heat exchanger total length in intervals of 2 �eet. Prc�,��ct No. �ca te: � � 13�29.�� i�/,4 0 � 44.After fiiling 8�purging process has been properly completed,the Mechanacal Contractar shall pravide a final loop � � c. AI1 piping used for the harizcantal heat exchanger(pipe located in the grc�und heat exchanger portion of�he pit or circulating fluid as follaws (by volume}: 20iD/a Pt'opylente .f.�tyeoU$0°l� P'otable�vatex. �'"��'�' �J' ����� ��� � � � trenching) sha�l have factory hat-stamped lengths impressed every 2 feet on the side of the piping indicating the length �JN �Jl�i� � � � af the heat exchanger ta that point. The le�xgth shail read ��0'" (zero} an one end and the actual heat exchanger total 45.Include corrosion inhibitors and environmental stabilizer additives as;requi�ed ta protect the piping circuit and � � � length in intervals of 2 feet. conn�cted equipment from corrosion. � w � ����� � U � � � �� ��� � S� uence of Ca eratian �ide A w � �' � ( ) � � � � � � l. Control System shall be enabled. j. P-10 WH-2 water heater pump shall run whenever there is a call for heat from TS-X temperature sensor a�WH-2 water heater. � fif� � � � a. Exact mechanical control system is to be determined. Gaardinate with Gen�ral Contractor, f)wner and Home Automation b. Tank temperature shall be set at 130°F(adj). k. P-11 WH-3 water heater pump shall run whenever there is a call for heat fre+rn TS-X terr�perature sensar at WH-3 water heater. �' ' �` t� -- � Contractor. A SAVANT Build'zng Autamatian System{BAS}to control the lighting,AV, security,temperatures, etc. is � o � � � � antieipated for thas project. A dedicated Dir�ct Dxgital Control (DI7C) system to eantrol the mechanical equipment is required. c. Boiler system HV4rS setpoint shall be ramped up to I50 F {adj). l. P-12 FC-6 pump sha11 run whenever there xs a call for kitchen make-up a�r and outsxde a�r temperature is below 65 F {ad,�}, DDC ;�, , � {j� DDC system must be compatible with BAS. syst�m to modulate pump speed (0-14VDC)to maintain 6S°F (adj}discharge air temperature at TS-X temp�rature sensor � � � `-� $. HX-1 Poal He�t Egchanger {mounted in FC-6 supp�y air duct). �" Q � b. DDC system shail include start/stop/status!alar�xz points for all majar equipment. Include web-based animated graphics package. - �' � � �( � a. Upon a call far heating from TS-X temperature sensor,normally ciosed contral valve shall apen, ez�d switch sha11 signal P-X m. P-13 HX-1 pool heat exchanger pump shall run whenever there is a call for pool heating from TS-X temperatur� sensor. !" � � � ? c. Thermostats/sensors to be prt�vided by DDC Contractor. See "Thermostat Schedule" Sheet 1VI001 to determine functions required pump t� start, and B-1 and B-2 boilers shail be enabled. � � Il. � at each thermostat. See mechanical plans far locations of thermastats/sensors. Temperature controls are to be integrated into the n. P-l4 HX-2 spa heat exchanger pump shall ru�a whenever there is a call for spa heating fram TS-X temperature sensor. 1� � � a, Savant system. Remofie access is required. 9, HX-2 Spa Heat Exchanger � .� � � o. P-15 HX-3 water fea�ire pump shall run whenever there is a call for heatirzg from temperature sensor TS-X. � � 2. HP-1 &HP-2 Water-to-Water Ground Source Heat Fnraps a. Upan a call for heating frarn TS-X temperature sensor,normaliy closed cantrol valve shall open, end switch shall signal P-X � � � � � � � pump to start, and B-1 and B-2 boilers sh�il be enabled. p. P-16 domestic hot water recirculatiran pump shall be controlled by integral timer and aquastat. � � ,� � � a. Capability far simulfianeous heating and cooling s�iall be provided as follows. � 1�t� a.a.When outside air temperature is below 20°F (adj), both heat pumps shall anly be permitted to operate in heating mode. There are 4 10. B-3 & B-4 Snowmelt Boi�ers q. P-17 B-3 bofler pump shall run whenever boiler is called to fire. � � � '�' � heating stages available. �* ^�- . � a.b.�hen outside air temperatur�is between 20�F (adj) and'7S°F (adj), one heat pumps shall be designated to vperate in heating mode a. Boiler sha11 be controlled by integral Lochinvar boiler controls. r. P-18 B-4 bailer pump shall run whenever boiler zs called ta fire. "`��"'` Q � � and the other heat pump sha11 be designated to operate in cooling mode.There are 2 heating stages and 2 caoling stages available. � � � ��-. a.c.When outside aix�emperature zs above'75°F (adj},both heat pumps shail oxaly be p�rmittad to operate ix� cooling mode. There are 4 b. Boiler shall modulate to maintain HWS setpoint at TS-X temperature sensor. HWS setpoint shall be 125°F (adj). s. P-19 SZ-1 snawmelt zone pump shall run whenever there is a call for snowrraelting. Refer to "Snawmelting" sequ�nce for mc�re � � � caoling stages available. infarmation. __ _ �,-- � c, Boiler shall only be enabled during calls for sno�vmelting. ��I � b. �hen outside aar temperature permits and upon a call for space heating and upon a call for heating from TS-1 temperature s�nsor t. P-2Q SZ-2 snowmelt zone pump shall run whenever there is a call far snowmelting. Refer to "Snowmelta�ag" sequ�nce�`or more - � at BT-1 heating water buffer#ank,heat pump(s) shall be staged usi�g PID Iogic to maintain tank temp�rature setpoint. Tank d. P-�pump shali run whenever B-X boiler is called to fire. informatian, ����� �,���� � Q O O 6 "� ��,*�+rz�a�.�,�����,� � � temperature setpoint shall be reset based c�n OSA tem�erature{130 F@ -20 F ta 8(} F@ '75 F, adj}. �!���.��.�,��� .,��� � 11. Snowmelting � �� 2F101�4��'`�� �� � �� �n$ � c. When outside air temperature permits and upon a ca11 for space cooling and upon a ca1l for cooling fram TS-2 temperature sensor � � � at BT-2 c�illed wa�er buffer t��nk,heat pump(s) shall be staged using PID logic ta maintain tan��temperature setpoint. Tank a. Fravide (1)snow/ice sensor(Tekmar 090/491) for confrol of Snowrnelt Zane#1. Upon a call for snowmelting,P-X pump shall ,� � �� . �w � temperature setpoint shall be 42°F (adj). start and B-3 &4 boilers sha11 be enabled. � . « ���"�:�� »'"����� Se uence of fJ eratlon rSide B � '..��� ��� � b. Provide 1 snow/ice sensor Tekmar 090I091 for control of Snawmelt Zone#2.U on a ca11 for snowmeltin P-� um shall � � \ ����������� d. Heat pumps sha11 be�atated based on hours of operation. � ) � ) I� �s P � � � start and B-3 &4 bailers shalZ be enabled. z +- e. 2-way eantrol valves shall be set to divert flaw to heating w�ter piping when heat pump is in heating mode(i.e. heating water l, Cantral System � � valves apen, chilled water va�ves closed).2-way contral valves shall be set to divert flow to chilled water piping when heat pump is c. Frovzde individual"AUTO/4FF 14N" so�"tware switches far each zone pump,with�the BAS system. "Auto"mode means � Q in coc�lin g mode (i.�. heatin g water v�lves closed,chilled water vaives a pen}. automatically controlled by DDC system. "t�f�'aneans pump is off entirely. "{�n" mear�s zone shall turn on far a timed snowmelt a. Control System is TBD. A DI3C system is NOT anticipated. For�reliminary pricing purposes on1y, assurne that the control � � op�ration period af b haurs (adj). Upon completion of"+Qn" cycle, switch shall default back to "Auto"' position. system will be Tekmar based,with an option for remote ac:,�ss (Telcm.ar Gateway). � � f. F-1 &P-3 heat pump source side pumps and P-2 &P�4 heat pump l4ad side pwnps shali run whenever their associated heat pump �� C� t� is si�,maled to nan. d, DDC control shall be setug for V�rWSD (warm weather shut dawn)at appraximately 45°F (adj). System sha11 not operate if � � outdaor temperature is above this setting. � i� . SHORT CYCLE PROTECTION: Allow a minimurn com ressor"OFF'" time of 4 minutes and a minimum "ON" tune of 2 � °� � � � � zninutes, e. DDC control shall be setup far CWCU (cold weather cut aff)at approximately 5°F {adj}. System shall nat operate if autdoor � � temperature is below this setting. �i'�'� fl � h. RAI�iDC}1V1 START:A delay of 1 to 120 seconds(adj) shall be generated after each power up ta pzevent simultaneous stariup of all � � units u7ithin a buzlding after the r�lease from an unoccupied cyele or power loss. 12. Fans,ERV's &HRV's � � � � 3. Radiant Floor Heating a. EF-X paol equipment roam exhaust fan sha11 be controllec�by a line voltage cooling thermostat. Mator Operated 17amper{MOD) a � an outside air duct sha11 be open when fan is on and shall be closed when fan is off. � � a, LTpon a call for heating, a�saciated control valve shall apen and P-5alh heating water pump shall start. � �-- b, EF-�crav,rlspace e�aust fan shall be controlled by a line voltage cooling therrnostat. � � � � b. For bathroom�with floor temperature sensors (ref�r to M001 for Ic�ca�ons},maintain floor warming capability wif:hin the DDC � � system. Upon a call fcar heating, associated control valve sha11 open and P-Xafb heating water pump shall start. Setpaint shall be c. EF-X upper garage exhaust fan sha11 be electrically interlocked with the garage daor opener. Once energized, fan s�all run fc�r 34 � u� � adjustable ta the user uia tha BAS, Setpoint range shall be 75°F {adj)to 85°F {adj). minutes (adj}. Any apening/closing of a garage door durin.g the 30 minute run periad shall reset the timer. Also include a wa11 �'� � z maunted on/off switch. � � � e. In zr�nes with radiant floor heating and£an coils,radiant floor shall be the fzrst stage of heating. �'� �* }- � d. E F-X e leva tar equipmen t e�aus t fan s h a l l be con t r�a i 1e d by a litxe vo l t age cao ling fi hermos ta t. � Q t 4. Faur Pipe Hydranic Fan +Cails (Single Zone) � � e. EF-X bath e�aust fara shall be cantrolled by a low-vQltage Ioc�l push button timer control integrated into the BAS. When the � � a. Faz�coils sha11 be equipped with ECM motors capable of accepting a 0-10 V]�C modulating signal. button is pushed,the fan will turn on and stay an far 1 S minutes (adJ), after which the fan wili automatically turn aff. � �- � � w b. CONTINLTQLTS FAN: During occupi�d periads,fan shall ruxx cantinuous�y at 20°/a minimu� spee�d(2 VDC)for air fiitration and f. ERV-X &X energy recovezy ventilators �ha11 run continuaus2y during occupied periods and shall be off during unoccupied z � purification. Durzng unoGCUpied periods, fan shall cycle to satisfy ca11s for heating, coo�ing, and humidification. periods. Motar operated darnper on ouotside air duct sha11 open when EkV is called to run. � � w c. HEATTNG: ITpon a call for second stage heating,fan shail start, assaciated eoz�trol valve shall open and P-Xalb heating water g. HRV-1 heat recavery ventilator shall be contxolled by�S:XX. � � pump shall start. Fan speed shall be fully modulated(2-14�IDC signal)based on deviation of actual roam temperature frorn rao�ca �" 4 temp�rature setpoint. 13. CUFI-1 Cabin et Unit Heaters �� � � d. COC�LING: Upon a ca11 for coolir��,fan shall start, associated control valve shall open and P-X chilled water pump shal� start. Fan a. CUH-1 cabinet unit heater shall be cc�ntrolled by a line voltage heating thermostat. � � _ sp�ed shall be fully modulated(2�10 VI�C signal}based c�r�devi�tion af actual roaxn temperatl�re from raom temperature setpoint. � � 14. PD-1 Pool Dehumidifier � �" e. HUMIDIFIGATIOI'�: See humi.dificatian sequence. Caeued �c�r � w a. Unit shall be controlled by Seresco micraprocessor command centex, standard with unit. Unit shali be equipped with belt drive fan � Q- £ AIR PURZFICATIQN: AF-1 air puri#ier�hall be on cantinuousiy. motc�r and variable frequency drive for 2-s�eed fan op�ration. Nc�. L�ate G�smm�r,t � � 1 f3l19I13 GC7ORI�INA'CIUt�i �u �- g. KIT�HEN MAKE-UP AIR(FC-�): FC-�blower shall be electrically interlacked with�itchen exhaust fan. Normally closed O�A b, F.AI�: Fan sha11 run continuously,to prevent air strat�cation and stagnation and to enswre accurate sensor reac�ings. Fan sha1l nuz 2 9/9/13 PR(�INC� �E�' � � dam er shall full o en 12Q0 CF and r�ormall o en RA dam er shall mostl clase 430 CFM . P-X heatin coil um shall on high speed whenever compressor is called to n.in. �`an shail run on law speed whenever corzzpressor is off. 3 i2l13Ii3 i-�i�11�` 5ET I� � Y � C � Y P 1� Y � ) g 1� I� r � � � 211�?/14 PEi�''11�' R��aUB. start ta fiow F�-X heating coil and B-1 and F3-2 boilers shall be enabled. Pump spced sha11 be varied(0-10 V�C)to maintain 65°F � (adj}discharge air temperature at TS-�tempera�ure sensor(mounted in FC-X supply air duct).P-X pump shall be disablet� if C7SA c. DEHUlVfIDIFICATIQN: Upon a ca11 far dehumidification, compressor shall run. Aischarge air t�mperature will be � Q temperature is greater than 60°F {adj).FC-X blawer shall run at fu11 speed during calls far�econd stage heating. approximately 20°F wartner than entering air Zemperature. Warm, c�ry�lehumidifie� air wzll be discharged into the space. � � S. H-1 Steam Humidifiers d. CQOLTNG: Upon a cail for coolirag, eompressor shall run and P-X shall run. Discharge air temperatur�will be approximately � � 15°F cooler than entering air temperature. Caol, dry dehumidified air will be discharged into the space. P-X wi31 reject heat to the � � }-- a. LTpon a call for humidification,associated fan sha11 start and ance axrflow is prave�by air proving switch,husnidifier shali start. geoexchange laap field. � � � b. Include a high limit duct humidistat located in the supply air duct, downstream of the stearn absorption zane,to disable hurnidifier 15. Pumps � � ifRH exceeds 80°l0{adj). � � a. P-1 �F-1 saurce pump sha�i�rtzn whenever heat pump is called to operate. � (� c. Include an automatic huruidifier�ontrol,which shail automati�ally reset the humidity setpoint based on outdaor temperature. � � Outdoor reset curve sha11 be a�justable. Include outdaor air temperatu�re sensor. b. P-2 HP-1 Iaad pump shall run whenever heat pump is cal�ed to operate. � � <t t� d. Humidificatian.shall be disabled during calls for cooling. c. P-3 HP-2 source pump shall run whenever heat pump is called ta operate. � � ��t��.1�1�1C� �7fi � �u 6. B-1 � B-2 Boilers d. P-4 HP-21aad pump sha11 run whenever heat pump is called to operate. G��'�i�,��`I�1�1 � � � a, Boilers shall be modulated, staged and ratated by i.ntegral Lochinvar boiler controls. e. P-Sa&b heating water pumps shall be cantrolled for lead/lag operatian. Lead puznp shall operate wh�never there is a call for � � � heating. Lag pump shall operate if lead pump fails, Pravide cuxrent sensing relays at bath pumps for pump status, Rotate leadllag p� � �r b, Stage boilers with"parallel modulation"to maintain HWS setpoint at TS-X temperature sensor. HWS s�tpoint shall be reset designatic�n for equal annual run time. Set pumps to AUTQadapt mode. Provide �eni modules for communication with DDC � � � based an OSA temperatures (140°F @-20°F fia 120°F @ 70°F,adj?. system. 4 "� � � � � c. HWS setpoint shall be 160°F (adj} durix�g calls for domestic hot water heating. f. P-6 chilled water pum�shall run whenever there is a call far coQling. Set pump to AUTOadapt mode. Provide Geni module far �, �X � cc�mmunication with DDC system.. � � tu d. P-X pump shall run whenever l�-1 boiler is called to f�re. Pro,�ect No. "�c�s le: � z .� g. P-'7 B-I boiier pump�hall nui whenever boiler is called ta �'�re. 13�29.QQ�� 1�1/,� p � i� e. P-�pump shall ztua whenever B-2 boiler is called to fire. G>rawn Bc�: Gl�cked By: a � � h. P-8 B-2 boiler pump shall run whenever boiler is called to fire. � ut � 7, VV�-I-1,WH-2 & W�-I-3 Water Heaters �+�J{-� �1I�� � � � i, P-9 WH-1 water heater pump shall run whenever there is a call fc�r heat frorn TS-X ternperature sensor at WH-1 water heater. � � z � a. ITpon a call far heating from TS-�,�or X temperature sensars, associated water heater pump shail start, and B-1 and B-�bailers � � � �������� � Q a d �� ` B-MfkSTER L�L EL.EGTRiGAL LOi4D SIIMMA{RY -UNlT 8(OPTIONAL h1�TH0�) ELEGTR1Gf�L. LOAD SUMMARY - UNI7 A(OPTIDNftL NIE°fNOD) o rv w x � �r, o v �s � � � a > � Z 00 ��oo c W L16NT1NEr+t 6EF�AJ..R�G�TAGLE.''s LIdMT7N6 l 6�RAL R�TAGl.ES ,+a-_� `r �^ � AR�A(5.�d� YA I 9.P. lAAD AR�A(S.FJ� VA I SF. LOAD � � M m � W � . k�0 3.0 = 14�Wd YA '1,"151 3A = 23� YA � Q�� � Z, � a`., �� � N PANEL sr�nt.L A�ina�rs 3caocr V,4 ,n m m �s V � �}28 2 i�oa = so�ra v�, z i5aca = LAtAJC�RY GtRGUIT✓� Lf+�lNDfZY GIRGUITS� N � �m Q � � _ 2 f500 - 30CJd YA 2 (5Ca� = 300C? YA 244�f0 Vft X {fX.nS = 20�isfR7 VA 2G2S3 YP. X IG7CnK = �i253 YA �r � --� � c� Q � p,�..i�,t�5. eat�t.i,�tac�� Q G�t' � ati � �t.►t,r�c� • Lo.AV ns��nr� �+ �.o� � Z 15DNC� �' �.�`• � � @PILER 2 240 Yr4 = �40P YA. SOIL�2 2 24CJ Yfk � �c?VA s� Y W tl� 40P U�t i It7*a90 Y�. = it7°',�O VA &?ILER 2 �60 Yln � 't20 Y.4 � �� `���� � � GF+-2 I i0*'..�9Q VA = IOK'a80 YA 56-I I qCX�O Vl� = qd00 YA � Z 56�--l3 I IDCJK�O VA � IOUOw�YA 56-2 I qOCXJ Y.4 � qU00 VA (,,,� 56 ,4--h t,h5'1"�R L�L / B-Mi�IN L�L �a � Moaoa v�a = �oaoo vA s� i �aooc�va = a000 y� � � � �'CY_L P�i I (Cib VA� = t176 YA 56-4 I 9CX7�VPs a �C�4 YA f . . .',€..�, P 22 I II'Ib YA� = II'tb YA ° � i qOOC)lflh � qC'7QU VA P-23 ! II"Ifs VA $ II'7b VA 56-6 I 't5U0 YA. s 7500 VA P 2� i II"Ib VA = II76 Yf4 56-7 1 I5000 VA ffi 15UU0 YA Pf�t�tEL p� i if1�v� = Ii7b YA �� � e-re v,a - n-�b v,� P-26 1 {I"IEr YA � 1I"Tb YA 1'-2 I It76 V14 � 11�6 VA ��� ,,, ���` P Z7 I tI'fb YA = I176 Vi�t P-3 I II7b YA = ►I'1b YA ��" N ���� � P 28 1 it'!b Yft = II'fb YA P-*4 i 11'!8 Vh = U'76 VA ���'�� �,« �.� �� ��i�� ., P-�I t I{'tb VA Y Ii76 YA P-�*3a 1 1176 VA � II'76 Vea ���g� � P-30 f i!'tb VA � II'tb VA P-5b I 1196 VA m ll'fb YA h KM� °�" �'` �� �� �'"""' ��� ��-` ���s" e "�q � . P-31 t I I76 VA � II`tb VA P-6 I II'76 YA � Il?b V/k �.��� ��.���� �a P-32 I 2.5 VA = 25 VA P 7 1 1176 YA = Iilb Vft �` �"x� (r'J'C.7t`1f� 5F-2 S 100 VA, _ �JOC3 VA P-9 I N"ib Ye4 s U"tb VA� ��,�2l�"�'��O��,o���,s��.< z ����$„ "'�� =#xr<;����vz �� �z,r-� � �t-r vn = arr v,a �-io i n-r�v,a � n-rv v�+ '���&�������� �I-4 1 'J1?VA = 3I7 YA t'-II i II16 Yfr = 07fi Yh � tRV-f I �1"1 YA = 3i9 Y14 P-12 I It7S YA � II?5 Yt� fvP-I 3 14 Vh g 42 VA P-I� I 1t9b YAt � ilib Y,�k �`'� � HUMIDIFI82 3 140Q VA � 5't00'�/A P-i4 I It98 Yl4 = II96 VA M,hiN L>ISTRIBUTION, �ABINET - A (MDG-A� iU�t?� TASP BC3X h1�41N DISTRIBt1TlOh! Gf�BINET - B (h�iDG-B} �f.�rEr �ts 1 i�-r�v� _ �i�r�vh PAi� Mc7Ui�iTE1� UTILI7Y 6C3O,tt 12C7I24UY Id� 3W, NEM,�. 3R NEMA 3R 40Ur�, 12C�I24C?V, id�, 3W, NEMAs 3R r��R w,c�s i iaoo vn = i000 vA r�-r� E �s v�a � �zs v�+ ..L..�.��..�.,__c...... TRAtJ�oRMER �..�. .,....� �..�.,�...__...._....^ .._..r....,,..� ��.� r�.�._..._.......) �..._...�. �__...�.�._... .,...�..._��..,�.......�...,,.�,._� .��_.._...�._._�..._� �vis�cx�s � sov v� R �o vA �rr r i�-rt,v,� _ �E7a vn l2C�l240V, I�V, �YV � � � � � � � � C� � �irze r�.nc� i ioa v,� � ioa vA Q�� � n-re u�, � u7�vA ` TREADNt1LL I IBAO VA = 18CX)YA i'-19 i II76 VA =� 1176 VA� ! � � ' ( � � � � (�} � EL�YATOR i t24ta�VPr = 12000 YA P-ZO I II'ib VA = II"!b Vh � � 60G�N 40G�N � ( wr,�t�t�uc�xt� 2 i�v�. = s400 va t�-� � i�va� m i�a v,a � � � �" �" X' � � ' � ' t ' f � o � � � ' i�R16ERA70R I qOR7 VA : Qt70 VA EF-3 I CCX,1 VA� � IOO YA � FIO'f TUB 1 2C�OOCX VA � �liO00 YA 5F-{ 3 10o VP. � �OO Vf4 � � � � r�jj � � ( � � � ' � � �� rn m ['�tt � �"! 4 15 YA � bU YA S2V-1 1 3t7 Yh ■ SI"i YA � � � � ' � � ( � � � ' �-2 I 62 VA = 62 VA H2Y-2 1 317 VA� = 9i7 Y,0. �.(,., L_...._.._�_.._......,�_.. ��....� �,.r.�..�._.._L�.�._.,.....�J 1.....� �,�J L.....W....�_..�_L�.�...�......_. .�.._._,._. ��.�_.,._._..J �►�.w �i 4 ��v,� • s�v,a � (� .. .._ .... A-Ml�11�1 LEVL� !B-��E:DRaOM LE`V�L_ r���+�zn�rs s iooa v,a � �ao v,� �cr-� � �i-��o v�a � n-r�v� � Tk3.Eh/1510� 2 SG�O YJ4 = ��XX.�VA HJMIDI�IER 3 190Q Vft � 5100 YA (�� �IRE i�I.AC.� 2 100 VA � 200 VA t'N!!."Ft�A" m (QC?Ohl 6AR�46E IX�O'R 1 II76 YA � II?15 YA MF.L�IA RK.KS 2 It?AC?Vft • 2f)QO YA TEt.E.�IiOFE EG�1It�N�hi'C I 120K�YA a 17a00 YA AY 6QUIPNENT 2 �f3c7 VA � I�p VA (.V MIG��ON40.VE 1 12�VA. i 1204 VA TH.E�/15#QFLr 2 5017 VA ■ IOUC?VA 2007H6 2UO�tG � � RE�R16H2A'CpR 1 9l)D VA ■ 900 VA FIRE i�4�,GE I 100 V!� ■ Ip0 YA � � I 900 VA � tiQO YA 6ARfk5E D0042 2 it7b Vibn = 2'152 VA � � EXt�PU�'aT 6LOY'Ei2 t 51b YA = SIb Vf�. 7ELEw''Fk��QUIPhE34T I 12CX�VA = f�AO Vh � D1SF� ! '70O VA *� '100 YA MIGt7�C�1/E 2 1200 Y,4 = 2�fQ4 VA /�\ ,�/ ����.�.,�, �l', SLIDIN5 PL.ATFORM { b°120 YA � b'720 YA R�16�W4TOR 3 40U VR � 27U!O VA ( i � "�, UTILITY Gt,�MPt�NY PRNEL PAN�L �-� s �s vn • �v,� � � aoa v� = ao�o v� ��r 1..1 w �� aoo ' ��� 1"1��3 �-2 I $2 Vft Y 62 YA �A115T BL.OMEl2 I 5#b YA = 51b V/4 � ...� EF-4 1 100 YA a COO V/4 D15F#�46a�',�F�2 2 7C1U Y� � 14lX?VA � Q � F�AT li'2e4GE 2 IOrX.7 YA a 2pUU VA ICE MA� 1 9O0 VA a qOt7 VA � 6163�i VA X IC105G Y 51b�q VA HEAT TixP�C'.E � It?CNJ VA = �QOCi VA � r � 1M1�t,"l�Xw i� ., u�roKiµs�rui�rs�rr� t�m��ru,cacs s iaao v� � xaaa v,� � -� �}" EL.6GTRIG CNt'Nh?ANE� 1 O''.X"J(?YA a 8C'.�OC)YA 7ELEYISION� ,2 ��I('J Vt+ a tOGXJ VA V f�t-H�T�RC;OM L�:VEL I B-R:�GREftTIONftL 1��'V�L asoo va x ivoRS R asoo vA �is�� � icx7 v,� = ioa vA � �/ vo � �� rn,�.�nu. 1 iaoo v,a � �esoo va � ` �c,�wc vRr�x s �o+oo vA = zocroa vn �.a.���auit�tr r ��v� � i�oo va 10000 YA X IGX?S�= IUPG�D YP. El.E1/ATOft 1 I2t�QC)VA� � IZOOs?YA W � WASkfIN5 MU4GHI1� 2 12G?O YA � 24fX?VA � m 2(?C?NC� �400NG rarfv.r�or�-v�nw�n vp,. ioc��a v,a �s�v+rc�x. i aao vn g �a va � I 26f�K�V14 � 2G000 YA r, OPTIPNftiL N�TtiDCJ D�fAND OF NON-AJG tAAtaS� I76"f53 YA X IG�Olif� I'i6"�+VP� � FIt'257 IOpCX�VA fhT 100%� IOCXJd Yr4 X 10�7SK � IO�D{?O YN. � R£�1AiHIH6 YA AT AOSK+ qOb2q YA X �40AS= 86252 VA fCrO�IK5�QIlIPME!#'i� (/"� PA�hi��. 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I#I/OG.3"G] ;n 10C?t�NC� 3{3#�C?O, I�?✓OG,3-11;�"G� tC�00C'� 3G'�#�O, t#2lUCs.3"Gl � 1200NC� '�{3�350, 1#3IGXa.3"G] i20GX' �{2�, 1�3/P6,3"G1 1600tJ� 5[3#.#C7t?, 1�41CX�,3-1/2°G7 IbODCy 5[2�40C�, 1#4/OC�,3"G] R20IX.?NG b[��00. 1�517C�,3-If2"G� 2CXXX� hL2�4CX7, f#2.�iC76,3"G� Gt'Zf�tJNDINC3 C:qNDI,lGTC�RS t�HBRL-Y1P�TlONS � 6f3 t#S,814` G NIEG�i 5�MEGH 5GF�17ii1� � Ctib t#6,�/4` G )C�MR 5� X�MR�'aGF1EI'�UI.E � C-r4 {#4.3!4" G C�2 I#2,314"G Gl0 I-t/O,314" G ! C�20 I-2/G>,314"G J °v � G3C) i-310,3I4" G � W W I�TES= r � �..) � 1. �POR SE�Ot+lDARY oF �PARATELY D�RIVED �../ .;, 5Y87�M f5D5). GRGKIND 517� P�R NEG 25C:.6Fa. � � � � 2. �4LL CANDUGTOi2a ARE 51t�1.E GQt+IL?UGTOR CA�R'MhiN � ...�� e UNL�'5 l�tC7l'� OT�RWIaE. A�MP,hGiTY BA�L?Uiy NEG TA�E3LE 31C1J6� � � W � 3. ArLL CANDUITS��Ml"13NI��5 f�?TED t�Tl-IERWIS�,�Il.l.RI�Ti05 w � � 5� C� B�4�D t7N NEG ANNEX G TABI..E GI. � � Z � � x w C� Q cr� � �, W � a .c SHEET'NO,: � � .r � � � ° � � . ,a•�. U � ;�.. t�i � � � _ __ ____ aggREV1ATI0NS DRAININt� RELEASE NOTES STRUGTURAL DR�AWING LIST � � PRICING STEEL PERMIT �a / �er (E)or Existing LB(S) Pound(s� RO Rough Opening REI.EASE NQTES SHEET PRICING PERMIT S�T PACKAGE SET x At �X��T LCE Cam ression Embedment R�F Random Oriented Fiber - PRICING SET; DRAWINGS ARE RELEASED FOR PRICING ONLY. � � - PERMIT SET. DRAWINGS ARE RELEASED F4R PERMITTlNG QNLY. DRAWINGS ARE NQT RELEASED FOR NUMBER SHEET�'ITLE SET SET REVISf4N #1 REVISI4N � `�"� AB Anchor Bolt E-� East-West LGS Compression Lap Spli�e S001 NC?TES x x x x x � � GONSTRUCTION, DETAI�ING, BIDDING OFt MATERIAL PROCURMENT. � � ACI American Concrete Institute �A Eaeh LDH Hook Development Length S Sauth - PRICING SET UPDATE: DRAWINGS ARE RELEASED FOR PRIGING C?NLY. DRAtNlNGS ARE NflT RELEASE� F4R S002 NOTES x x x x x '° � EC E ax Coated � � ADDNL Additi�nal � Y �L Live Load SG Slip Critical CfJNSTRUCTION, DETAI�ING, BIDDING 4R MATERIAL PRO�URMENT. 5003 N(7TES x x x x x � � AESS Architectural Exposed �E Each End LLH Lang Leg Harizantal SCHED Schedule -STEEL PAGKAGE#1: DRAWiNG�ARE RELEASED F(JR STEEL�ETAIL.ING. 5004 QUALITY ASSURANCE x x x x x '`�' � Structural Steel EF Each Fac� LLV Lang Leg Vertical SECT Section S005 QUALlTY ASSUR�INGE x x x x x � � N AFF Above Finished F'laor EL Elevation LOC(�} Lacation(s}ar L.ocate S1M Similar r- 5100 F�UI�DATION PI..AN x x x x x � � � A�T Alternate ELEV Elevator L4N� Langitudinal SLH Short Leg Harizontal S100M FQUNDATIaN PLAN wJ MAT x � �; APPRQX Approximate EMBED Embedded LTE Tension Embedment SLRS Seismic Load Resisting � � MAT FOUNDATitJN ALTERNATE 5101 RECREATION LEVEL�LaOR PLAN x x x x x � ARGH Architect ar Architectural ENGR Engineer LTS Tension Lap Splice Length System THE MAT FOUNDATION ALTERNATE, AS REQUESTED SY THE OWNER, 15 SHOWN ON SHEETS S100M, 5101 M S101 M RECREATION LEVEL FLaQR PLAN wl MAT x �� .�, � c� EOR Engineer-of-Record �� �� h�ytr�� �t SLV Short Leg Verkical AND S310M. THE ALTERNAT� FOUNDATIQN �YSTEM MAY BE SELECTED BY THE aWNER IF A FC}UNDATION � � 9 S1�2 BEDROOM (A}/REC (B) FLOOR PLAN x x x x x � � B/ar B4 Battom of EQ Equa! �OG Slab an Grade SY�TEM THAT PRQVIDES BUOYANCY RESI�TANCE [S DESIRED. 5103 MAIN (A}/BEDRaOM (B} FLQOR PLAN x x x x x ,��,�� -.� BF Braeed Frame EQ SP Equaily Spaced MACH Machine SP Space{s} � � iF SELEGTED BY THE QWNER, S10Q AND S1Q1 ARE REPLA�ED IN ENTIRETY BY SNEETS S100M AND S1Q1 M 5104 MA�TER(A)/MAIN {B} FL40R PLAN x x x x x BG Backgouge EQUiP Equipment MACH RM Machine Room �P� ��a��t AND S310 IS SUPPLEMENTED BY ADDITI(7NAL REQUIREMENTS SHOWN (JN S3�OM. 5�05 MAIN Rt7aF/MASTER(B) FLOf�R PLAN x x x x x .�„ � �L Brick Ledg� ES Each Side MAS Masonry SPECS Specifications 5120 HIGH R04F P�AN x x x x x � � BLDG Building EW Each Way MAX Maximum ���T �u�p°� S200 PARTIAL PLANS AND ELEVATIUNS x x x x �� � BLKG Blocking EXP Expansian MECH Mechanica( STD Standard 5210 BRACED FRAME ELEVATl4NS x x x x x `� BM Beam EXP ANCH Expansion Anchar MEP Mech/Elect/Plumb STIFF Stiffener � � S21� SHEAR WA�L ELEVATION x x x x �� � BC1S Battom of�tee{ EXT Exterior STL Steel MIN Minimum B�T or B Battom MISC Miscellaneous STR Structural 5300 TYP CONCRETE DETAIL.S x x x x � BRG Bearin FAB Fabricate SYM S mmetrical 5310 TYP FC70TlNG DETAILS x x x x x �; �,,,, � 9 MNFR Manufacturer Y S310M TYP MAT FND DETAILS x '� � �SMT Basement FF Finished Floar MTL Metal 5�12 7YP F4UNDATION WALL DETAILS x x x x � � gTV11N getween FLG F►ange T Top �313 FOUNDATION WALL DETAILS x x x •���� =� FLR Floor � N��� T&B Top and Battam S314 FQUNDATION WALL DETAI�S x `� CC Genter to Center FNd Foundation N-S North-South T/ar T.Q. �op af 5320 TYP STEEL TO GON%RETE C4NNEGTIONS x x x x x � GF Cold Formed FC� Face of NIC Not in Contract THK Thick or Thickness 5321 TYP STEEL TO�ONCRETE CQNNECTIONS x x x x � GG Center af Gravify FS Far Side NS Non-Shrink or Near Side TL Total Load 5322 ST�EL.TO CONCRETE CQNNECTIC?NS x x CIP Cast-ln-Place FT Foot ar Feet NTS Not Ta Scale TUC Top of Concrete S33Q TYP SOG DETAILS x x x x ���� CJ Control Joint FTG Footin� NWC Narmal Weight Concrete TOF Top of Footing 5331 SOG DE7AILS x x x CJP Camplete Jo�nt Penetration FU Field Verify TQP Topping S340 TYP RETAINING WALL DETAILS x x x x GL Centerline O.F. C�utside Face T4S Tap of Steel S500 TYP �TL BM CONNS x x x x x GI.R �iear �A Gage�r Gauge Q� p�G����r TOW Top of Wall 5501 TYP STL BM CONNS x x x x << �F CQ� Coiumn GA1�V Galvanized pD Qutside Diameter TRANS Transverse � 5502 STL BM C�NNS x x x x x �`��,'��,.������`'j, G4NC Concrete GR Grade or Grind pH Qppasite Hand TYP Typical 5503 STEEL DETAILS x x x x x : �'�;•�'��'` �'''��'�:�� ��� CUNN Conne�tion GR BM Grade Beam OPNG Opening 5504 STEEL DETAILS x x ��. �4��� c�-. CQNST ConstructiQn QPP Oppasite ULT Ultimate 5505 STAIR DETAILS x x � � � �.:� Ct�NT Gan�inu�or G�ntinuous HA�or Haaded An�hor�tu� �?V� Qv�r��z�� UNQ Unle�s No#ad Ukh�rwi�� ��:� � ^,; �'° ; CONTR Contractor HDAS ���c� ����� �'RAI�� Cr�TAIL� x x x x �� ,. �4'� �'°} � S530 TYP METAL DECK DETAILS x x x x x ,�,,,�, :,�,.: Ct?ORD Coordinate HDAR Headed Anchor Rod PAF Pawer Actuated Fastener VERT Vertical G�J Construction Jaint HDG Hot Dipped Galvanized VI� Verify in Field 5531 METAL DECK DETAILS x x x x �7�������¢ PEN Penetratian S532 METAL DECK DETAILS x x x x CT�{D) Center(ed) NK Nook PERP Perpendicu{ar S540 TYP METAL S7UD DETAILS x x x x HQRfZ Horizonta( PL Plate (5teel} �� ���h 5541 TYP METAL STUD DETAILS x x x c � � �, DAS Defarmed Anchor Stud NT Height pLF Paunds Per Lineal Foot W1Q Without ���'���������� 5550 EXTERIOR WALL DETAILS x x x QBL aaub�e PSF Pounds Per Square Faot �F Wide Flange S551 EXTERI4R WALL DETAILS x DIA or!� Diameter I.F. Inside Face pg{ pounds Per S uare lnch ��' Warking Paint ar �'����� ������� p W a t e r r o o f i n 5552 EXTERIOR WAI.L DETAILS x ���,��,4 H�T�E�T.�M�=� ��,� D 1 A G D i a g o n a( 1 D I n s i d e D i a m e t e r p g ��M ��:v ����4������ ���,����� <�, Ersren4zn�r Cs.tts]h+aUGS St S G3Z DIM Dirnensian IN Inch (�7`y Quantity � Weight 97Ct.92�t,-i"k1qC7 Y DL Dead Load INT interior WWR Welded VUire Reinforcement snx���.��6.6�a� DN Dawn RAD or R Radius DO Di#to JT Joint R� Reinforced Concrete BUIL.L�ING 1S{JMETRIC VIEW �""� � DTL(S} Detaii(s) RE:ar REF Refer to(Reference} � � DWG{S} Drawing(s} k Kip RE(NF Reinfarce{in9)4�)Cment) � DWL(S} Dowels{s� REQD Ftequired - FQR REFERENCE C�NLY. SEE PLAI�S ANI� DETAIL FQR GEQMETRY AND DINIENSIONS � L or LG Length ��:� � � � � � SYMBI�L� L.EGEND � 7����� � ,�� � � � � SYMBOL DESCRIPTfUN SYMBC?L DESCRIPTION SYMBOL DESCRIPTI{�N � � � — MEGH UNIT(XX.Xk= ME�H STEEL BEAM ' "* "� , �, � ��^� ELEVATI{�N CALLQUT UNIT OPERATING WEIGHT � � XX.Xk ��1 K�P� INCLUDING INERTIA XXk BEAM SIZE XXk BASE} {XXX�_XX") � r���,,�� STEC' „ SERVICE BM � � X EXTENT UF CQNGRETE PAD �EACTIC3N (KIPS} E� QF T/STEEL y � � '�,��`���` SLaPE PAD TNICKNESS . � =-- �ULL NEIGHT SHEAR CONNECTION, SEE 7 1 S5Q� g � 1 �1 K�Y NOTE X PENETRATION THRU �►�..—. MpMENT CONNECTI�N STRUCTURALMEMBER -�i i—�i `=_� I �= SU�GRADE C���_�I GAST-IN-PLACE CC?NG �---- AX1AL DRAG CONNEGTIQN, PR{?VIDE SINGLE PL �' ` '�` ' C?VERFRAMING CONN WITH MAX#BOLTS, STC� HOLES IN BEAM °' FC�RM SAVER WEB AND PLATE, AND SC BQLTS. UNO F�R4JECT: 13.0291.�.01 � �.:,� . `� DRAW�J BY; KH P $����� � S(�G �ONGRETE S�AB ON GRAGE ---�- BRACING � ,�, ��� , <, c� Q DRAWING REVISIUN NUMBER YW1 WALLS, Y= �F)ND, {C){P�ONC, '�`_, �r �� DATE: 09.092013 b- R ETAIN(NG �..-''� DECK TYPE � � � -�' -~''�''° A64VE DECK G�NCRETE TNl�KNESS � CURRENT REVISIQN �LQUD 2VLIX.XXA�--�..^` TYPE (A=G4NSTANT, U-VARIES) � � '` � REVI�I{JNS: � ��/-����E �`�-� PRICING SET 09.09.2013 _ '° ��'�-__— DECK SPAN D[RECTI4N � � PERMITSET �2.og.2a�s � ,� � SERVIGE LOAD PRQVIDED FtJR -�--------- S�AB THICKNESS �\ �� PERMIT SET REVISION 02.14,2014 v� � SPECfALTY DESIGNER so��--__ �r�� �--- T1SLA6 AT SLAB-QN-DECK �� ,�f fA� P�iGiN�sE�r�EV�sEaN o�.��.20�� � z XXX-XX ----.— TtSLAB �� `� S?EEI.PACKAGE#1 os.�s.�o�a � � � ��$��:,� k: .`n � L , PERMIT SET REViSION 07.03.2014 � a. ° _ - — WELDED-WIRE REINFORCEMENT ,� ��� � <�,� v, � F1 FTG MARK 4SF= STRIP FTG, SEE 2/5-3�0) L. `' c o SECTION UR ,� z�� � ���i e � 9 X QETAIL.CUT 9� � �Y � ,�� �t�� ��. � ,:���as � �. u� �� . SHEEfi NUMB�R ��F� , �k .' Y f!` +SV X — EI.EVATlON �UT t- � XX � �<�� � °' � SNEET NUMBER � �� � c�.� �-:�, :� ,:� � NOTES d � ° � ,� N�w���c� ���v�s � � oU � w � --� � c� o � a�. Q .��. �_,�_�__- , -� �ENERAL. NQTES DEFERRED SUBMITT/�LS DESIGN CRITERIA � � � i 1. GENERAL: 1. GENERAL: 1. GODES AND STANDARDS: � � 9A. ENGINEER; REFERENGES Q�I THE STRUCTURAL DRAWINGS T4`ENGINEER' MEAN THE 1A. TNE FQLL4WING PORTIQNS OF THE STRUGTURA� DESIGN WlLL NOT BE SUBMITTED AT THE 1A. GENERAL DESIGN c.' STRUCTUf�AL �NGINEER 4F REC�RD. OTHER EI�TITIES ARE SPEGIFICALLY NOTER AS TIME C}F PERMIT APPLICATION. WHEN REGEIVED AND REVIEWED, THESE DEFERRED - INTERNATIONAL RESIDENTIAL BUILDING C�DE 2012 WITH 2O12 TQWN QF VAIL AMENDMENTS � � "CC}NTRACTtJR'S �NGINEEF�", "MECHANICAL ENGINEER", ETC. SUBMITTAL.ITEMS�HALL. BE SUBMITTED TO THE BUILDING UFFI�IAL BY THE GONTRAGTOR: �'`' � EXGAVATIQN SN4RING 2. S�ISMIC L�►ADS: '� c ' �.�a, "� � �B. UNDERGRQUNQ UTIL(TIES: L,4CATE EXISTIN� UTIL.ITIES AND NOTIFY ARCHITEGT OF EXISTiNG - CURTAIN WALL - SEISMIC DESIGN CATEGQRY= B � a� UTILITIES OR SUBGRADE C4NDITlaNS WHI�H (NTER�ERE WITH W�RK. - SKYL{GNT SYSTEMS - RISK CATEGt�RY= II � � � - GIASS RAILINGS - EARTNQUAKE IMPC?RTANCE FACTC}R, le= 1.0 � 1C.STRU�T�1RAl. ELEMENTS ARE CENTERED t�N GRiD LIN�S AN[� GRID LINE INTER�ECTIUNS - GLASS FLOQRS - MAPPED SPEC7RAL RESPQNSE ACCEL�RATION, Ss= 0.2�6 , � � UNLESS DIMENSIQNED C?THERWISE. - M�4PPED �PECTRAL RESPON�E ACG�LERATIQ�J, S1=0.073 «� �? - DESiGN SPEGTRAL RESP�NSE COEFFIC(ENT, Sds = 4.273 � � T 2. EXISTING STRUGTURES: SUBMITTALS � �aIL'S�E C ASRAL�RESPONSE C�EFFICIENT, �D1 = 0.116 �,,� „� � ° 2A. CQNTRACT DC7GUMENTS NAVE �EEN PREPARED USING AVAILABLE DRAWINGS AND S1TE �, �% {�BSERVATIQN AS PERMITTED BY ACCESS RESTR(GTIQNS DURING DESIGN. - TWO-FAMiLY DWELLINGS ASSlGNED TO SEISMIC DESIGN CATE�ORY B ARE EXEMPT FROM � `� U SE{SMIC DE51GN BY IBC 20121613.1 � 26.THE EXISTING STRUCTURE SHALL BE (�EMtJ�1SHEQ IN ITS ENTIRETY BEF4RE C4NSTRUGT#NG �• ��NERAL: � ��� � � TNE NEW BUILdING STRUGTURE. 9A. THE FQLLOWING PORTiONS OF TNE STRUGTURAL DESCGN ARE REQUIRED TO BE SUBMITTED � y���� �����. � FOR REVIEW BY THE Ai�CHITEGT AND ENG(NEER: � � - CQNCRETE MIX DESIGN - RISK CA7E�CJRY= II �� 3, U��p� p�qWC���: - 1NIND 1MPORTANCE FACT4R, Iw= 1,0 � 3A. D(? NQT SGALE DRAW;NGS. - Ct�NCRETE REINFORCEMENT SHQP DRAWINGS - BASIC WiNC� SP�ED, V(ULT} = 115 MPH #`"` � - CQNTROL AND GONSTRUGTI4N JOINTS - BA�1C WIND SPEED,V{ASD� - 90 MPH i - STRUCTURAL STEEL ERECTI4N AND PIECE DRAWINGS t t f 38.WHERE D1SCR�PANCIES QCCUR�ETWE�N P�ANS, DETAIL�, OR GENERAI. NOT�S, THE MORE _ WELQER QUALIFICATIONS - EXP4SURE CATEGORY= B ^ �..�„~�"` �" � STR(NGENT REQUIREMENTS SHAI.L GQVERN. �}ETA{LS {JN DRAWINGS TAKE PREGEDENCE QVER - INTERNAL PRESSURE CC}EFFICIENT, GCpi = +/-0.18 � � G�NERAL NC}TE�AND TYPICAI. DETAiLS. aETAILS NQTED TYPICAL APPLY TO RLL SIMILAR - ���-a-F4RMED METAL FRAMING ERECTION DRAWINGS AND FRODUCT DATA � - EXCAVATI4N SHQRING CALGULATIO�lS AND SHQP DRAWINGS � GONDITIQN�. WHERE NO SPEGIFIC DETAIL.�ARE SHQWN, Ct�NSTRUCTit�N SHALL CC}NFORM TO 4. �ESi�P�VVIND PRESSURE F�R GOMPONE�NTS AND CLADDING AND E4EMENTS DESIGNED BY 1'HE � SIMILAR WdRK El.SEWHERE flN THE F'Rt7JECT. - TOWER CRANE FQUNDATION CALCULATIQNS AND SH(?P DRAWINGS Ct�NTRACTt�R; # � "� - ELEVATQR SHQP Df2AWINGS WITN LOADS {MPOSER ON PRIMARY STRUCTURE - PRESSURES L6STED BELQW ARE ASD AND BASED QN 10 SF �FFECTIVE WIND AREA AND AN � � 4. TEMPQRA�Y CONDITIt�NS: - Cl1RTAIN WALL,SHOP DRAWINGS ALTITUDE �F 8000 FEET ABQVE SEA LEVEL. FiNAL GALCUI.ATIONS Tt}BE C4MPLETED BY ���� � - �KYLIGHT SYSTEMS SHOF DRAWINGS 4A. THE STRUCTURE 15 DE�IGNEa TQ FUNCTIQN A�A UNIT UPt�N COMPLETIQN. THE CONTRACTaR � CONTRAGTOR IS RESPQNSIBLE FQR FURNI�HING ALL TEMPQRARY BRAC{NG ANDfOR SUPPORT ` GLA�� RAILINGS AND FLOOR GAI.CULATIONS - �EE `WALL CQRNER AND SPECIAI. R4UF Z�NES DIAGRAM' �' � THAT MAY BE REQUIRED AS THE R�SULT OF THE CONl'RACTC7R'S CONSTRUCTION METHC�DS - TYPICAL VUALL AREA 1NWARDI(JUTWARD PRESSURE= 12 PSF „ RND/OR SEQUENCES. REFER TCJ "LATERAL LC}AD RES(STING SYSTEM DESCRIPTI�N" (N DESIGN - WALL GORNERS{(JU�NUARD} = 15 PSF CRITERIA F�R ADDITIQNAL INFaRMATfON. - TYPICAL ROUF AREA(4UTWARD) = �2 PSF 48. F�UNDATIC�N WALLS SHALL NOT BE BACKFIGL.�D UNTII.THE S�ABS-C7N-GRADE AND UPPER F����/'1T��N IV�TE� ° �QQ�SPECIAL Z4NES (EAVES, RAKES, RIDGES AfUD CORNERS) (OUTWARD) =31 PSF ���� SLABS ARE IN-PLACE AND REACH F�Jl.L.�TRENGTH UNL.ES�ADEQUATE BRAGING IS PRC7VI[�ED. 5. LATERAL LUAD RESISTING SYSTEM DESCR1P714N: USE QNLY HAND OPERATED TOOLS Ft�R COMPACTIQN ADJA��NT TQ FQU�IDATI4N WALLS AND 1. DESIGN CRITERIA: � - CONGRETE QN META� DECK DIAPHRAGMS WITH STEEL BRACED FRAMES AND CONCRET� GRADE BEAMS, GRADE B�AMS SHAl.L�E BACKFILLED EVENLY ON �OTH SIDES. 9A. THE GEOTECHNICAL REPORT PREPARED BY HP GEQTECH, I�UMBER 112 330A, DATED 08/30/2013, FOUNDATI(7N WALLS AND F44TINGS. PROVIDED CRITERIA FOR THE FaUNDATI�N DESIGN F4R THE PRt�JECT. ,� ,� �;> G., 5. SUBMITTALS AND SUB�TITUTIONS: 6. GRAVITY LUADS: , �,,� ���'���'%,,s, 5A. SUBMITTALS: REFER TO SUBMITTAL N(}TE� FOR DETAILED REQUIREMENTS. 2. FaarINGS: 6A. SEE GRAV4TY I�QADS TABL� - IF THE C4NTRACTOR REQUESTS A CHANGE FRUM THE STRUGTURAL DRAWINGS, IT SHALL BE - MAXIMUM TQTAL LC}AD SOIL BFARING PRE�SURE=3000 PSF � ���� �� �� �`� �,�7 �� �9�. °,� APPRQVED BY TNE AR�HII'ECT AND DESIGNED BY MARTIN/MARTIN, INC. PRI4R T4 SUBMITT{NG - ULTIMATE COEFFI�IENT OF FRlCTION T4 RESIST LATERAL LOADS =U.�O 6B. DRIFTING, SL{DiNG AND UNBALANCED SNpW � �; �4�$� ; � SHt�P DRAWiNGS. VAR4ATIQN SHALL BE INDICATED UN THE SM4P DRAWINGS. GQNTRACTOR - GROUND SNOW LOAD = 147 PSF -� �. ,r�� SMRLl.CC?MP�NSA7E MARTINJMARTIN, ING. FC3�MAK�NG THE CHANCE. 3. FQUNbATION WALLS: • Sf�OW EXPO�UR� FA�TC�R �� = 9.4 "����` �' �"� �.r - CONSTRUGTIQN D�CUMENTS SHALL�1(�T BE REPR4DUCED FQR USE IN SUBMITTALS 3A. EQUIVALENT FLUfD PRESSURES USED FOR WALL DESIGN: - S�10W LOAD fMAORTF�NCE FACTOR Is= 1.0 � �'��,���:"� .;.�`� - ALL SHQP DRAWINGS SHALL REFERENCE THE STRUCTURA�. DRAWING NUMBER AND DET�I� - "ACTIVE"CONDITI{�N =45 PCF FOR WALLS WI?H HEIGHT{H} LESS THAN 12 FEET - THER(�AL FACTOR Ct= 1.0 '•' `,�', °'';`..'�` USED Tt� PREPARE THE SUBMITTAL - "AGTIVE"CONDITI4N =22.5H PSF FQR�1VALLS WITH HEIGHT{H) GREATER THAN 12 FEET - FLAT R44F SNOW LOAD Pf= 100 P5F 07l03/2014 - "AT REST"C4NDITIQN =55 PCF FQR WALLS WITH HEIGHT(H} LESS THAN 12 FEET 5B. SUBSTITUTIC}N�: AI�CHITECTS APPROVAL SHALL�E SE�URED F4R ALL SUBSTITUT{ONS - "AT REST"CONDITION =27.5H PSF FOR WALLS W(TH HEIGHT(H} GREATER THAN 12 FEET 7. FIRE RESISTANCE, �ONDITIONS OF RESTRAfNT: - "PASSIVE"C4NDITIQN =400 PCF {MQCST) 7A. F4R DETERMINING FIRE-RESISTANCE RATlNGS PER IBC SECTiON 703, ALL GtJNSTRUCTIC}N IS ���������������x�� 5C.N4NC(�NFQRMANCE; NOTiFY ARCH(TECT C?F GQNDITIQNS �JOT CQN�TRUC7ED PER THE - "PASSlVE"GONDITI�N =250 PCF (SUBMERGED} ASSUMED TO BE UNRESTRAINEQ. ������������� GQNTRACT DOCUMENT� PRIQR TQ PR4CEEDWG W1TH C4RREGTIVE W4RK. �UBMIT PROPQ�ED - LATERAL PRESSURE DUE T4 SURCHARGE= 100 PSF REPAIR TC�THE ARGHITECT FOR ACCEPTANGE. CONTRACT�R SHALL�OMPENSATE �.. ����.�rr� ���.��r�r� MARTIN/MARTIN, INC. �QR DESIGNING THE REPAIR. 3B.WALL DESIG�J BASED ON IMPORTED GRANULAR BAC{�F6LL.ADJAGENT Ta FOUNQATION WALL.S. �°�'�"�-'��"G �`���`���#� �.�� r�.,�.� ON-SiTE GRANIlLAR BACKFILL THAT IS PR(JPERLY St�RTED AND STOCKPI�ED MAY BE USED AS `' ���fi����T�E�7'""'T° `:�� ELY'rtt.eea"3.C3Yiss[a.�e71.p�i i F'3�� 6. QSHA STANDARDS: APPROVED BY THE F�F2qJEGT GEOTECHNiCA�ENGINEER. s"�'`���`"���" rAx'�'7'C7,+326�.6CIL3A 6A. THE STRUGTURE �� DESIGNED TO FUNGTfaN AS A UN1T tJPON Ct�MPLETIC?N. NOTHING SHC�WN ON THE STRUCTURAL DRAWINGS SMA�.L BE CC?I�STRUED AS ELIM(NATING THE NEED FOR 4. SITE RETAlNING WALLS: THE GC7NTR.ACTC7R TQ COMPLY WITH ALL 45HA R�QUIREMENT�. 4A. EQUNALENT FLUID PRESSURES USED FOR WA�L DESIGN: � � - "AGTlVE"G4NDITIQN =45 PCF FdR WAL�S WITH HEIGNT{H� LESS THAN 12 FEET 6B. TNE GC�NTRACTOR SHALL ADQ A�L N�CE�SARY BC?LTS, ANGHQR BOLTS, PLATES, STIFFENER - "AGTIVE"CONDITION =22.5H PSF FOR WALLS WITH HEIGHT(H) GREATE(�THAN 12 FEET ��� ,� PLATES, STABILIZER PLATES, BRIDGiNG, BRAGlNG, B�ARING 5EATS, GQLUMN SPLICES, ETC., A� - "AT REST"CONDITION = 55 PCF FOR WAL.LS WITH HEIGHT{H) LESS THAN �2 FEET � WEL.L AS Cl.O�URE� FQR OPENiNGS. IN AC?D1TICIN, FIELLI WELD ANYTHIN�THAT MAY BE - "AT REST"CONDITION = 27.5H PSF FOR WAL�.S WITH HE(GHT{H� GREATER THAN 12 FEET � � C4NSIDERED A TRIP HAZARD, SUGN AS SHEAR STUDS, AFTER PROTE�TIVE DECKING 1S - "`PASSIVE"CC7NDITION =400 PCF(MOIST) � 1NSTALLED. - "PASSIVE"GC}NDITION =250 PCF(SUBMERGED} � � `� - LATERAL PRESSURE DUE TC1 SURGHARGE= 10Q PSF "' � � 6C.WA�HERS OR RINGS MAY BE WELDED TQ C4LUMNS TO PROVIDE FOR SAFETY CABLES. DO - MAXIMUM FOQTING TOTAL LOAD SOIL BEARING PRESSURE=3Q00 PSF � '�° NC}T PLACE N�}LES (N �OLUMNS WITNOUT APPR�VAL.QF THE STRUCTURAL ENGINEER. ADJUST - ULTIMATE COEFF(GCENT OF FRlCTION USED IN �ESiGN T4 RESIST LATERRL LOADS =0.50 ,�;;,� � � LOGATIaNS QR ADD G(JLUMN SPLICES AS NE�ESSARY TQ GOMPI.Y WlTH OSHA REQI�lREMENTS. � � � SUBMIT PROPC�SER L�7GATIt�NS. 5B.WALL DESIGN BASED ON IMPflRTED GRANULAR BACKFILL.ADJACENT TQ FOUNdATIUN WALLS. � � ,� C�N-SITE GRANULAR BACKFILL THAT IS PRU�ERLY S4RTED AND STQCKPILED MAY BE USED AS 6Q.WHERE TF�E STRUCTURAL DRAWINGS APPEAR TC?Ct�NFLIGT W1TH OSHA REQUCREMEI�TS, APPRQVED BY THE PRQJECT�EOTECHN(GAL ENGINEER. � � THE�TRUGTURA�.DRAWINGS REPFtESE�VT FINAL C(�NDIT(t?NS ONLY. THE GONTRAC7QR SHALL GRAVITY L.OADS TABLE � � ADD ALL ERECTI4N FRAMING NECESSARY TC}C�MPLY WITH C}SHA. LIVE L4AD PARTITION POINT LaA� �, LOCATIt3N DEAD �4AD (PSF) LIVE LOAD{PS�} REDUCTIQN LOAQ{PSF) (LBj �� '"'� 7. GONSTRUCTIt�N ENGINEERING: R4aF 146 100 No -- -- �t � 7A. THE STRUCTURE DEF(NED (JN THE�QNTRACT DOCUMENTS NAS BEEN DESIGNED ONLY F�R R�Sl��NTIA� 104 40 Yes iNCLUdED IN -- '�"" LC�ADS ANT{CIPATED C7N THE STRUGTURE DURING CT�SERVICE LIFE. PR4VIDE AL� REQUIRED DL �NGlNEERING AND Q7HER MEASURES T�AGHIEVE THE MEAN�, METH(�DS, AND SEQUENCES OF PARKING 121 40 No -- 3Q00 WQRK. �UCH E�1GiNEERING MAY INGLUDE, BUT IS N4T l.iMITED T0: MECHANICAL -- 75+ EQUIP BUT No -- -- - LAYQUT - DESIGN FOR�ORMWC?RK, SH4RiNG, AND RESHORING N4T LESS THAN - DESIG�J QF CQNGRETE MIXES 150 � - ERE�TIaN PRnCEDUR�S WHICH ADDRESS STABILITY C7F TNE FRAME DUR{NG TERRACE 153 100 No -- _- a- CON�TRUCTIQN PRC�JECT: 13.0291.5.01 � - WELD PR4CEDtJRES � DRAWN BY: KH c`�i - DESIGN flF TEMP4RARY BRACING 4F UVALL� FOR WI�1D, �EI�MIC, (7R S4lL LOADS DATE: 09.092013 � - SURVEYING TC?VER{FY CQNSTRUCTIQN T4LERANCES � - EVALUATIt�N QF TEMPQRARY CCJNSTRUGTION E.C?AQS t�N STRUCTURE QUE TO EQUlPMENT � AND MATERIALS REVISI(JNS: � � - STRUCTtJRAL ENGlNEERING TO RESIST ANY UTNER l,(�AI�S NUT 3DENfi1FfED �N DESIGN .__ ____.__.._ _� P�ic1��s�T os.as.�a�� �. p��t���� PERMITSET � 12.d9.2p13 � � PERMIT SET REV1810N 02.14,2014 � � 8. Ct�ORDINATIQN:- P�►cir�c s�r��vis�o►v a2.14.2o�a Z � 8�. STRUCTURAL DRAWCNG�ARE NC7T STAND-ALONE DOCUMENTS AND ARE INTENDED TQ BE sT����ac►���#� os.�3.2o�a � � USED IN Ct}NJUNGTiQN WITN ClVIL,ARGNIT�CTEJRAL, MECNANI�AL, ELEGTRIGAL, AND DRAWING� PERMIT�ETREVISIQN 07.03.2414 i i ¢ FRC?M 4THER DlSCIPLINES. THE G4NTRACTOR SHALi�GU(�RDfNATE ALL REQUIREMENTS t�F THE ° ° CQIVTRACT DC�CUMENTS ENTfl SHOP DRAWINGS AND WORK. 8B'. Ct�ORDINATE DIMENSIC�NS QF ALL OPENINGS, BLc�CK(�UTS, DEPRESSIONS, ETC., W[TH ARCMITECTURAL DRAWINGS, DRAWINGS FROM Q7HER DI��lPL1NES, AND FIELD CUNDITIQNS PRI(�R TC?SHQP DRAWING SUBMITTAL. o "' 8C.SEE ARCH(TECTURAL PLANS F(7R INTERI4R PARTITIONS. PARTIT(C�N FRAMING �HAL.L BE "' w CONNECTED TC?THE PRIMARY STRUCTURE IN SUGH A WAY SQ AS 7U ALLC}W F(�R VERTICAL LIVE °; Q LOAD DEFLEGTIC7NS t�F SPAN/360 QF THE FLOOR FRAMING. D4 NOT MAKE RIGID VERTICA�AND ° ° � HQRIZONTAL C4NNECTIt?NS TQ THE PRIMARY STRUGTURE IN THE PLANE OF THE PARTITiQN. � � � NOTES � d t-- Q t� Q- � � � � O � � ra.. ua ca� � '______ ____ ___________ ____--------___ __ __ __ --_____---_ __ ____- - -- -- -- --_ ___ __ CONCRETE NOTES � STEEL NtJTES � �> 1. CONNEGTiON�. �� ���E��-� REINFORGING MATERIAL TABLE c� STEEL MATERIA�TABLE � 9A. PROVIDE CQNNECTIOI�S A�SHUWN IN TNE `STEEL BEAM Ct7NNECTIGN SGHEDULES'AND �rEEL ELEMENT ASTM/TYPE Fy(KSI) Fu (KSI} COMMENTS 1A. ALL WC?RK SHALL CONFORM WITH AGI 301, LATEST EQITION, UNLESS NOTED OTHERWISE {N REINF ELEMENT ASTM Fy(KSl� Fu (KS1� GOMMENTS � �� DETAILS HEREIN. DRAW(NGS UR GENERAL NOTES. � u� ANCNOR RODS F1554 GR 55 55 � 75 WELD�BLE, HEAVY HEX HEADED TYP REINFORGING A615 60 90 - � � 2. WELDING REQUIREMENTS: B�LTS A325 C?R F1852 -- 12Q B�LTS ARE 3/4"QS UNQ, USE 1B. QETAiL BARS IN AGCORDANCE WITH THE LATEST EDITIONS �F PUBL.ICATIdN SP-66: "AGI WELDED & FIELD BENT REINF A70� 60 80 - � � `� �A. WE�DERS: HAVE fN P4SSESSIQN CURRENT EVIDENCE(JF PASSI(�G THE APPR�JPRIATE A.W.S. TENSION-CON1'R(JLLED WHERE DETAILING MANUAL"WiTH ADDED REQUIREMENTS OF THE PROJECT SPECIFlCATION AND ACI 318: WELDED WIRE REINFQRGING, SM04TH A1$5 65 75 - � � QUALIFICRTI4N TESTS. POSSlBLE `BUiLD(NG CQDE REQUIREMENTS FOR STRUCTURA�C4f�CRETE." � � � COLD-FORMED A1003 33 -- - ►�- N 28. MINIMUM INEL.DS: AiSC SPEClFICATIQN, NQT LESS TNAN 3/�6° FILLET, CC?NTVNUOUS UNLES� STUDSIPLATE, 33 AND 43 2. REINFt3RC1NG MATER�ALS: * � N QTHERWiSE NQTED. M�� 2A. SEE `REiNFQRCING MATERIALS TABGE' � c��,' COLD-FORMED A1003 50 -- - � � 2C,UVE�C} SIZES ANC� �.E(�GTHS CALLED FQR ON THE DRAWING�ARE TME NET EFFECTIVE 3. REINF�R�ING FA�RICATION: �,,,r,� ,�, � :� STUDS/PLATE, 54 MIL AND 3A. �PL(CES: REt�l91RED. 1NCREASE WELD SIZE IF GAPS EXIST AT THE FAYCNG�URFACE. � � HEAVIER 1 - NO SpLIG1NG OF REINFORCEMENT PERMITTED EXCEPT AS NOTED (7N DRAWINGS. MAKE Bf�RS �,,,,, '`°'' � 2Q.WELD SIZES SHALL BE AS SHQWN UNI.ESS A GR�ATER SIZE IS REQUIRED BY ANSIIAISC 360-10 �Q�-D-FC}RMED TRACK, A1003 33 -- -- CQNTiNUt�US AROUND C{JRNERS. WHERE PERMITTED, SPLICES �IAY BE MADE BY CaNTACT LAPS �R --� TABLES J2.3 AND J2.4. ALL THICKNESSES MECHANICAL CONNECTORS. CONCRE7E MIX TABLE ��� � � DAS A496 70 80 -- - SEE`LAP SPLICE SGHEDULE' FOR LAP LENGTHS. z � 2E.ALL GRC�OVE WEL.C}S SNAL��E COMPLETE PENETRATIQN UNLESS N�TED. HAS A108 51 65 STUDS ARE 3/4"Q� UNQ ""' `� '�"" � 38. MISCELLANEQUS REINFQRCWG REQUIREMENTS: � � � � '"`""� � OTHER SHAPES A36 3G 5$ -- -a o W u, _-�... � 2F. FIELD WE�.DING SYMBOLS INDIGA7E SllGGESTED�4NSTRUGTION PRC}GEDURES. - PR�VIDE ADDITI4NAL BARS OR STIRRUPS REQUIRED TO SECURE REINFQRCING IN PL4CE �- � a, F- � PIPE A53 GR B 35 60 -- .--. c� ,w, � c� �,, DURING Ct�NCRETE PLACEMENT. � z � � z �� ,,,,,� � PLATES A36 36 58 MAKE ALL FtEINFCIRGING BAR BENDS IN THE FABRICAT4R'S SHOP UNLESS NOTED. °° ° �. STRUGTUI�AL STE�L INSTALLATIOt�: � - � � w �. `� `� 3A. HIGH STRENGTH B4LTS WHERE NC�TED ON THE DRAWING�AS TYPE"�C"OR QTHER TYPE REGT HSS A500 GR 8 46 58 - - NO UVELDING tJF FtEINFORGING PERMITTED UNLESS NOTED ON DRAWlNGS. WHERE PERMI'i'TED, � � � � z w ,�„� � �aLLOWED BY"PT", SHAL.L BE TENSIC}NED TQ THE VA�.UES OF TABLE J3.1 t�F ANS1/AISC 360-10. RQUND HSS A500 GR B 42 58 - PERFt�RM UVELDING IN ACC�RDANCE WITH AWS D1.4, LATEST EDITION. � � � u� �! � � QTNER HIGH-STRENGTH B4LTS MAY BE WSTAL�ED SNUG TIGHT AS DEFINED BY AISC. VUELDING ELEGTRODES, E70 PER AWS - PRC?ViDE ADDED RE1�IFORC(NG TO TRIM ALL 4PENINGB, NOTCNES,AND REENTRANT GORNERS � � w +�► <t z �! �"' THICKNES� aF THINNER AS NOTED iN TYPIGAL DETAILS. � � � � w � � � � '�' PART>0.1 INGHES (12 GA� 3. STRUCTURAL CONGRETE M[K REQUIREMENTS: � >- '� �" � -� � ,t' 4. METAL DEGK: � w X � w +c.a � <t c� � � 4A. SEE °METAL DEGK SCMEDULE' F4R MATERIALS, PRUFILE, ANQ CONNECTlC7NS TO � d STRUGTURE. WELQING ELECTRUDES E60 QR E7Q -- -- PER AWS � "`� `� � '� -*��� � � 3A, SEE `CQNCRETE MIX TABLE' 2 � � � � � � � THICKNESS OF TMINNER � INTENDED USE � U � � F, � ,;� 4B. DECK DESIGN I� IN ACGC7RQANGE W1TN STEEL DECK INSTITUTE (SDI) PUBLICATIC7N N0. 31 PART<0.1 INCHES(12 GA} 4. SLqg.pN.GRADE: 1 FOOTINGS 4 NWC -- 1 -- -- WF, WT A992 �0 65 - � AND DCAPHRAGM DE51GN MANUAL, I.ATEST EDlTIONS. 4A.VERIFY ALKALINITY OF Ct�NCRETE SURFACE, SLAB VAP4R TRANSMISSI(7N, AND SLAB 2 GRADE BMS, FND 4 NW� -- 3/4 -- -- FLATNESSILEVEL,NESS ARE COMPAT(BLE WITH FLf 4RING SYSTEM AND ADHESIVES PRIOR TC? WALLS, SHEAR WALLS 4C. PLACE CQNCRETE C?N METAL DEGK 1N ACCC7RDANCE W1TH SQf PUBLICATION NtJ. 31 T4 LIMlT 1NSTALLiN��LOORlNG. 3 SfTE WAI.LS, C(�LUMNS 4,5 NWC 0.45 3/4 5 MCI ,�,��,� C4NSTRUGTIQN LOADS TO ALLt�WABLE MAGN(TUDES. , AND FND WALLS 4B. TAKE PRECAUTIONS TO MINIMIZE SLAB CURLING. GRIND �LAB aR USE LEVELIN�COMPQUN� IF EXPOSED T�MOISTURE 4D. SCREED Ct7NCRETE Tt? PRC�VIDE LEVEL FL�C�R. FLOQR FLATNESS AND LEVELNESS VALUES ARE NOT ACCEPTABLE T4 THE ARCHITECT. 4 EXT SLABS ON GRADE 5 NWC 4.40 3/4 6 MCI ��. �EINFORGE 4PENI�IGS IN METAL Rt�QF DECK AIVD �LOC7R QECK SUPPC�KTING GQNCRETE 5. N{JN-SHRINK GROUT: 5 INT?C}PPING SLABS, 3.5 NWC 0.50 3/4 NP -- �.� �,,a PQST-INSTAI.LED ANCHaR TABLE S�ABS ON DECK � FiL� IN ACCC�RQANGE WITH TYPICAL DEGK QPENiNG DETAIL�. 5A. GCJNFC}RM TQ ASTM C1107, GRADES B, OR C. ,�'�' '� ���`,��'�%, '� ..} �` 5 INT�LABS 4N GRADE 3.5 NWC -- 3/4 NP SVT . °�,,��,,r4'�;,�' .�� .,. 4F. INSTALL DECK QVER 4 SUPPORTS (3 SPAN �t�NTINUQUS} UNI�ESS N4TED OTHERWISE. D(� ANCHOR TYPE PRt3DUCT Fy(K�I} Fu {KSI} COMMENTS �B. ACHIEVE 6000 PSi C4MPRESSIVE STRENGTH A�"2$ DAYS. 6 FL4W FILL 0.1 -- __ __ __ �F �?��` �� °.'� =- NUT INSTALL DECK AS SINGLE SPAN UNLESS SPECIFI�AL.LY SHOWN ON DRAWINGS. ADHESIVE HILTI HIT-NY 200{�) -- -- �UBMIT CALCUI..ATIONS iti ����� ry �' 6, PLACENG REINFORCEMENT: ��F;.. Q � � 4�.PR�}VIDE E�ECK ATTACNMENTS AS NOTEC� QN [�RAWINGS. (IN CflNCRETE) FQR SUSSTITUTIONS �rM°; �, ;: �A. REIN�ORCEM�NT PRQT�CTIQN. < ADHESIVE HI�.TI HIT-HY 7U -- -- SUBMfT CALCULATIQNS _ SEE `CONGRETE COVER TASLE' �`��:.�� �.-.:'�' 4H, HANGERS: SEE TYPIGAL METAL DECK QETAILS Ft�R ALLCIWABLE HANGER LOADS, SPAGING f�N GROUTED MASONRY} FOR SUBSTITUTI4NS - SEE A�I 318-11 7.5 FQR REINFQRCEMENT PLAGING TOLERANCES AND RCI 117 FOR ADDITIONAL CONCRETE f�IX TABLE NOTE�: �'' '':°'°`"' AND ATTACHMENT. ADNESIVE ANCHQR RODS -- 36 58 THREADED ROD, REQUIREMENTS (}7/03f2�14 MCN MIN UNGREASED PROP4RTI�NS flF' MATERIALS IN CC?NGRETE MIX�HALL BE E�TABLISHED T{�: 5. STRUGTURAL,Ct?LD �ORMED METAL �RAMING: 6&. PROVIDE AGGESSORIES NECESSARY T4 PROPERLY SUPP�RT REINFORCING AND WELDED WIRE - PR(3V1DE 7HE MINIMUM C�MPRESSIVE STRENGTH A� INDIGATED IN THE MfX TABLE. DC�NQT 5A, REFER TC}SGHEDUL.E FOR REQUIREC}STUD MATERIAL. GRADE�AND�ECTI4N PRC}PERTIES. EXPANSION ANCNQRS HILTI KWIK BQLT TZ -- -- SUBMIT CALCULATIONS FAgRIC AT PC}�ITIONS SHC?WN ON PLANS. AL�RE(NF�RCING, DOW�LS, BQLT�,AND EMBEDDER EXCEED THE MAXIMUM WATER-CEMENT RATI{�NOTED. -��° ����������������r�� REFER TC� DETAILS FC?R CQNNECTIaNS AND OTHER REQUIR�MENTS. {11V Ct�NCRETE� F4R SUBSTITUTI4NS PLATES SNAl.L BE SET AND TIED IN PLACE SEFORE THE CC7NCRETE IS POURED. "STABSING" INT4 -PROVfDE WQRKABILITY AND CONSISTENCY TO PERM(T CONCRETE TU BE WORKEd RFADlLY ������������� EXPANSI�N ANCNC}RS HILTI KWIK BOLT 3 -- -- SUBM{T CALCULATIONS ��EVIDUSLY PLACE� CONGRETE IS NOT PERMITTED. INTU FORMS AND ARC�UND REINFORGEMENT UNDER CQNDITIO�JS OF PL.ACEM�NT TO BE (lN GROUTED MASONRY) F4R SUBSTIT�lTIQNS EMPLOYED, WITHOUT�EGREGATI4N OR E7CCESSIV� BLEEDIN�, CQNTRAC70R SHALL SELECT � � .: �r��:�`�� �����`�� 7. G4NSTRUCTIQN/G4NTRQL J4�fNTS: APPROPRIATE SLUMP. USE ADMIXTURE�A� REQUIRED T(J 46TAIN DESIRED RE�ULTS: � � � �°��'��--�k"G £"�`"���'� ,�}, ` :�..�, SCREW ANCH4RS HI�.TI KWIK HUS-EZ -- -- SUBMIT CALCU�ATI�NS 7A. SUBMIT DRAWI�lGS SH4WING C4NSTRUCTlON AND CONTRt�L JOINT LC�CATIONS ALONG WITH ���`����T�E�T'`""�T� �'�' ��,�E<�,���u��.���a,��� FQR SUBSTITUTI�NS THE�EQUEN�E QF POUR�. CONSTRUCTI4N JQINT LQCATIQNS AND CA�TING SEQUENCE SHAL.L BE USE TYPE 1 / fl PqRTL.I�ND CEMENT UNLESS N(JTED C7THE�WiSE. FCiF�CONGRETE MIXES USED �"�'���x�'��'Y sPox 5'7C5.�'3�6:6CFCi.''d. * USE HI�.TI HIT-RE 500-SD FOR�MBEDMENT GREATER THAN 12'" ARRANGED TO MlNIMIZ�THE EFFECTS OF ELASTIG AN[7 LUNG-TERM SH4RTENING/SHRINKAGE. t7N FLOORS Mit�11MUM CEMENTITIQUS C4NTENT SHAL�BE 540 POUNDS PER CU�IC YAR[} 7`B. CONSTRUCTIO�!J(JINT� IN SLABS-ON-DECK AND �LABS-4N-GRADE SHALL BE LaCATED TO FOR CONCRETE PIACED BY PUMPING PR4VIDE CaNCRETE MIX FLOWABIL.ITY T� FACIl.1TATE �� � ACG4MMC}DATE TNE MAXIMUM LENGTH AND AREA THE CONTRACTOR CAN REASONABLY PC}UR, PUMPING. ENTRAINED AIR MAY BE USED TC} FACILITATE PUMPIN�SUBJEGT TO THE � ` """ FINI�H,AND JO1NT IN THE SAME DAY. PRC3VISIONS OF NUTE b BELOW. � � � � � 7C.SHEAR FRiC71�N JQINTS: WHERE GO�ISTRUCTI�N JOINTS ARE L.ABELED AS`RQUGNENED"ON a. FOR THE MAXIMUM COARSE AGGREGATE S1ZE INDICATED, U�E TH� FC}��.(JWING ;°�� THE DRAWINGS, THE ENTIRE JQINT SURFAGE SHA��8E MEGHANICALLY R4UGHENED TO A 1/4" AGGRE�ATE SIZE NUMBERS PER ASTM C33: ��:� � AMPLITUDE AND THORC}UGHLY CLEANE[}. EXP4SE THE CbURSE AGGR�GATE IN THE HARDENED 3/4": #67 AGGREGATE �� � `'� METAL GAUGE CQNVERSION CQNCRETE AND REMQVE ALL LOOSE MATERIAL.. 1": #57 AGGREGA7E � � � MINIMUM THICKNESS "�` '�'° GAUGE {MILS*) 8. ME�'AND t7THER OPENINGS AND EMSEDMEN7S: b. WHERE AIR CONTENT IS INDICATED IN THE MIX TABLE, PRC}VIDE AIR ENTRAINING ADM(XTURE. ; ,,,,, ,,,� � � �� �7 $A. PRUVIDE SLEEVES AT OPEN[NGS(SUCH AS THOSE REQUIRED FtJR PLUMBING AND EL�CTRIGAL TOTAL AIR GaNTENT LIMITS INCLUDE BOTH ENTRAINED AN� ENTRAPPED AIF�+1- 1 1/2°/a. `NP' IN � � � PENETRATI�NS} BEFQRE PE.ACING CONCRETE. REMOVE METAL DECK AT SLEEVES AFTER CaNCRETE COL.UMN INDICATES ADDITI4N C?F ENTRAINE[�AIR IS NOT PE�tMITT�D EXCEPT WHERE �;�w' � .,�: �� �3 HAS�URED. GO NOT CUT RECNFORCENG 1NNfCH MAY GfJNFLICT. CC7RlNG 4F C4NCRETE IS NCJT CQNTRACTOR CAN DEMONSTRATE THAT SLABS WI7H ENTRAINED AIR WILL HAVE A FlNISH �"" � 18 43 p�(��S`�°�'�p. ACGEPTABLE TO THE ARCHITECT WITHQUT BLiSTERS. AIR GONTENT NUTEd IS BASED UN 3/4'" � � �� �q AC7GREC�ATE. IF 3/8"AGGREGATE IS USED, INCREASE AIR CONTE�IT BY 1 112%. "`� � �� �� 86. REFER TO TYPIGAL DETAILS F4R SPACING LIMITS t7N SLEEVES AND FOR REQUfREMENTS FOR � EMBEDDED CONDUIT AND PIPE. EMBEDDED �ONDUIT IS NQT PERMiTTED IN SLABS ON METAL DEGK. c. ABBREVlATIONS FOR 4THER REQUIREM�NTS AS FOLLOWS: �� 12 97 MCI= MAX(MUM CHLt�RIDE 14N LIMIT�0.15°/a BY WEIGHT QF CEMENT "� � NOTES; SVT= CONTRACT{�R SHAI�L PROVID�CfJNCRETE WITH REDUCED WAT�R I1� QRD�R 7C}ACNIEVE � * 1 MIL,- 1/10QQ° THE SLAB VAPOR TRANSMISSIUN REQUIRED FC�R THE�PECIFIED FLU(7R1NG MATERIALS FF= FL�OW F1LL SHALL BE PRQP(JRTI�NED TU PRaVIDE INDICATED STRENGTH, AND SHAI.L BE SELF-COMPAGTING. MAKIMUM STRENGTH SHALL BE �50 PSI. C�JMPLY WITH NRMCA"GUIDE SPECIFICATION FOR CONTR4LLED LaW STRENGTH MATERIALS(CL�M}"AND ACI 229R. � . � PRQJECT: 13.0291.�.01 �` aRAWN BY: KH � DATE: Q9.09.2013 r� �r � REVISlt�NS: N � � � � PRICING SET 09.09.2013 ..,, PERMIT SET 12.Q9.2013 � p PERMIT SET REVISION Q2.14.2014 � � PRICING SET REVISION 02.14.2014 STEEL PACKAGE#1 q6.13.2014 � � f�ERMIT SET REViS(ON 07.Q3.2014 w w d G7 t� � o � rn C7 � a � �, ,� d I�C?TES t.�-.y� J � „t�i. �,.f' � .. �^4 .1../ �/ � � � � � Q�' O � � Q � �---- -�_� _ ��_. � ���_ �__-_ �_____ � �-��� __-- - -� ��_ � � QUALITY ASSURANCE GENERA� N4TES � -� STATEMENT OF STRUCTURAL SPECIAL INSPECTIONS AND TESTING � .� �� STRUCTU�tAL CONCRETE ���CIAL IN�PECTItJNS �� ��N��'�� � � 1A. SCQPE OF WORK ,� c.� ITEM FREQUENCY STANDA�D CRITERIA - THE 01NNER WILL ENGAGE A QUAL.IFIED INSPEGTION AND TESTING AGENCY{5)TO PERFORM SPEGIAL lNSPECTIQNS � � REINFORCING STEEL AND TESTING Fc�R A�L STRUCTURAL MEMBERS AND ASSEMBLIES AS NOTED HEREIN. ' � � � - DURINC PLACEMENT P ACl 318 3.5,7.1-7.7 VERIFY GRADE, FINISH, SIZE, BAR QUANTITY, - SPEC�AL INSPECTl4NS ARE IN AD�ITION TQ INSPECTI�NS BY THE AUTHORITY HAVING JURISDICTION REQUIRED BY IBC � � LOCATI�}N SPACING COVER HOC}K LENGTN�, 2012 SEC7laN 110. � ,� c� , , , ��Na - REFER TO ARCN/MECHIELEC/CIVIL SPECIFICATIONS AND DRAWINGS FOR ADDITIC}NAL SPECIAL 1NSPECTION AND � � SPLICE LE�lGTH, SPLICE LOCATCONS, � - PR14R TO PLACEMENT OF �Q�°�o DIAMETERS CQATI�JG, SURFACE CC}NDITION, TESTING THAT MAY BE REQUIRED. � � CONCRETE ��Q��pp�R-� - SPEGIAL INSPECTIONS AND TESTlNG ARE APPLICABLE T4 ALI.REVISlONS ANQlC}R FUTlJRE WQRK ADDED BY * � � AMENDMENTS TO TNESE DaCUMENTS. '� � � o - WE�DING C AWS D1.4 VERIFY ASTM A706 RE1N�`4RCING STEEL. 18. QEFINITIQNS ��� � � ° - FIELD BENDiNG P ACi 3013.3.2.8 -- - SPEGIAL. �NSPECTOR:TH�AGENCY ENGAGE� BY THE C}WNER AND APPROVED BY THE AUTMC7RITY HAVING JUR6SDICTION �,.�,,, `'� r � - G{JATED REINF4RCING P AGI 3013.2.1.2 -- TO ACT AS THE DESIGNATED REPRESENTATIVE TO PERFURM INSPECTIONS. �� � - SPECIAL 1NSPECTIQN: IN�PECTION PERFORMED BY THE SPECIAL INSP�CTQR ACCORDING TO lBC 2012 SECTION 1704 r� �"" - MECHANICAL C(?NNECTORS C ICC-ES REPORT -- TO ENSURE C�MPLIANCE WITH APPROVED CONSTRUCTION DQCUMENTS AND REFERENCED STANDARRS. � - {P) PERIUDCC I�JSPECTION: THE PART-TIME OR iNTERMITTENT OBSERVATIC}N BY THE SPECfAL INSPEGTOR OF WORK `� "`� BaLTS AND EMBEDMENTS BEING PERFORMED. SPECIAL INSFECTC}R SHALL BE PRESENT IN TNE AREA WHERE THE WORK IS BEING PERFURMED. ��� , � - PRI(JR TC3 PLACEMENT OF 100°l0 -- VERIFY TYPE, FIN(SH, DlAMETER, LENGTH, UBSERVATlON tJF ALL WC7RK(100%VISUAL)SHALL BE MADE AT THE C4MPLETI(�N C?F THE WURK. � x CUN�RETE C�UANTITY, EMBEDMEN7�ENGTH, SPACING AND - (C) GONTINUOUS INSPECTION: THE FULL-TIME OBSERVATI�N BY THE SPECIAL INSPECTQR OF 1NORK BEIN� `� PERFORMED. SPECIAL 1NSPECTOR SHAL�BE P�tESENT IN THE AREA WHERE THE WORK IS BE1NG PERF(3RMED, �" �`' EaGE DISTANGES. VERIFY U�E C}F PLACING o �,� � TEMPf.ATE WNERE SPECIFfED. OBSERVATIl7N OF ALL WORK{�OOIo VISUAL} SHALL BE MADE AT THE COMPLETI4N OF THE W(�RK. � � � 1C. DEFICIENCIE� IN WORK � �,,. � - WEI.D(NG -- -- INSPECT PER THE S7RUCTURAI.�TEEL TABLE _ �(}��EGT DEFICIENCIES IN WORK THAT TESTS AND IN�PECTIONS INDICATE DC?NQT CQMPLY W1TH THE Ct�NTRACT �' G4NCRETE D4CUMENI'S AND REFERENGED STANDARDS. � � - M!X DESIGN EACH -- VERIFY USE�F APPROUED DESIGN MIXTURE FUR - ALL CC}ST UF ADDIT!{JNAL.TESTING AND/OR INSPECTION� Ft�R GCIRRECTIVE WC1RK SHALL BE BORNE BY THE ���� � TRUCK EACH TRUCK�.QAa C4NTRACTC}R. � - FORMWORK PRlOR T{� P ACf 318 6.1.1 INSPEGT FIRST P(?UR C7F EACH TYPE(GRADE �` PLACEMENT OF CONCREI'E BEAM, CQLUMN, STRUCTURAL SLAB, Sl..A6-QN- 2. SHOP FABRICATIONS: � DECK, Ei"C,) 2A. GENERAL - PERFORM INSPECTIONS AND TESTING F�R ALL SHOF FABRICATED STRUCTURAL MEMB�RS AND AS�EMBLlES AS - PL.ACEMENT C?F C4NCRETE C AC131$5,9-5.10 -- N�TED HEREIN. �PEC{AL. (NSPECT4R SHALL P�RFORM SPECIA� INSPECTION�AND TESTING UNLES�THE FABRICATflR IS ���� CuR�NG P ACE 31�5 �1_513 _ REGISTERED AND APPROVED BY THE AIJTNURITY HAVING JURISDi�TION TQ PERFORM SUCN WCtRK WITHt�UT SPECIAL INSPE�TIQN tJR FABRICATI4N HAS A CURRENT ICC-�S EVALUATI{�N REPORT. - SHQRE/FORM REMQVAL P ACI 318 6.2 FaR STRUCTURAL SLABS - SPECIAL INSPEC74R SHALL VERIFY THE FABR(CATQR MAINTAINS AND F4LLUWS DETAILED SHQP FABRICATIQ�!AND QUALITY CONTROL PRQCEDURES, UNLE�S FABRIGAT4R IS REGISTERED AND APPROVEQ. - AT THE COMPL�TION OF FABRICATION, THE APPR�VED FABRIGATUR SHAI,I.�UBMIT A CERTiFICATE C}F COMPLIANGE � #+f �TRU�TURAL. CC}NCRETE TE�TING TO TNE AUTHORITY HAVING JURISDICT{ON ACC4RDING TC� IBC 2012 SECTION 1704.2,5. � :�� �����.;;, ITEM FREQUENCY STANDARD CRiTERIA - APPROVED FABRIGAT4RS MAY PERFORM TESTlNG Nt�TED HEREIN EXCEPT THAT NONQ�STRUCTIVE T��TING(NDT) _ ,�,��?�.�`'�r4 ��,�' �� t . �.a„� ��r ��.�� �a SHALL ONLY BE PERFORMED BY PERSONNEL WITH QUALIFICATIONS THAT MEET 4R EXCEED TH�CRlTERIA�F AWS Dfi.1 RElNFORCING STEEL, BtJLTS SUBCLAUSE 6.14.6 AND AM�RICAN SOGIETY FOR NONDESTRUCTIVE TEiTING(ASNT) SNT-TC-1A QR ASNT CR189. � U` �4��� � `. an�a ��we�c�n��N°rs . "�'} ;,p Fq�; ����� ; {� ° �.� - WELDING -- -- PER�TRUCTURAL STEEL TESTING 28. SHOP FABRICATION� INGLURED , �< CONCRETE - SHaP FABRICATED STRUGTURAL STEEL INCLUDING �TAIRS ANL� RAlLING ELEMENTS �i�'�����4�. :1� - SHOP FABRICATED COLD FORMED STEEL ELEMENTS � '� '�'``� - COMPOSITE SAMPLE ASTM G172 QBTAIN AT POINT OF PLAGEMENT. ADJUST 07/03/2014 1. fc�500�PSI 100 GYiMfX/DAY FREQUENCY AS REQUIRED TQ PROVfDE MINfMUM 5 TOTAL TESTS PER MIX 8UT NOT MORE THAN ONE SAMPLE PER TRUCK LOAD. �������A�������'�,�� - SLUMP EACH ASTM C143 (S�.1���1P} SPECIFIED SLUMP SHALL BE AS�UMBITTED 1N ������������� GOMF4SITE THE MIX DESIGN ± 1 112". PERF4FtM ADDITIONAL SAMPLE TESTS WHEN C4NCRETE CONSISTENCY � , �'����� ������� APPEARS TC?GHANGE. � `�''�������W�'�R�� ��������:�` � � �,��. �'h°�s' � 2L25 YHAfWi�TREETs.4,1NIT�C+�` Y:S�`) � �(sv/arlaes�GzitdSts�.ntsLV�7 G3:L - AIR GONTENT WHEN A1R EACH ASTM �239 -- �`�`�`���'`'�°" rrtx�70.��fr�.6t3[7�. ENTRAINMENT IS SPEGIFIED COMPOSITE PRESSURE METHOD SAMPLE � - TEMPERATURE EACH �STM C1064 REQUIRED WHEN AIR TEMPERATURE IS 40 °F � ,�;,�,,,, COMPOSITE ANQ BELOW�R$0°F AND ABflVE. � � SAMPLE AND 60 SG11L� SPECIAL INSPECTICIN� �� �-. ������ ITEM FREQUENCY STANDAFtD CRITERIA � INTERVALS - CaLD WEATHER CURiNG -- A�TM C1074 REGt�RD MAXIMUM AND MINIMUM Ct��1GRETE ������E ��� � � TEMPERATURE DURING CURING PER14D, WHEN - EXCAVATION P -- VERIFY EXCAVATIQNS ARE EXTENDED T{� � � � DAIE�Y AVERAGE RIF�TEMPERATURE OF A�0°F OR THE PROPER DEPTH AND NAVE REACHED � � BELOW!S EXPECTED FC3R 3 SUCCESSIVE DAYS TM� PR{�PER BEAF�ING MATERIAL �� "� "� QURING CURING PERIOD. - BEARING MATERIAL P SOILS REPQRT VERIFY BEARING MATERIAL IS ADEQUATE TQ �,.�,.,� �,. � - CC}MPRESSlVE STREIrIGTH �ACH ASTM G31 (6x42 TEST flNE CYLlNDER SPECIMEN AT 7 DAYS AND AGHIEVE THE DE�IGN BEARIN.C.ti CAPACITY w,�" � ,� COMPt3SITE SPECIMENS) TWO CYLIh�DER SPECIMENS AT 28 DAYS. !F ,�� � SAMPLE AND ASTM C39 DESiGN STRENGTH IS NOT ACHIEVED AT 28 C4NTR(}LLED FILL �� � DAYS, TEST REMAINING CY�INDER AT 56 DAYS. - PRI�?R TQ PLACEMENT P -- VER{FY SUBGRAaE HAS gEEN PRt?PERLY � � AGGEPTA�JGE CRITERIA PER ACI 318. PREPARED � STRUCTURAL C4NCRETE TESTING NqTES: - PLACEPJIENT C -- VER{FY USE 0� PRt�P�R MATERIAG�, D�NSlTIES, � �. 1. NONDESTRUCTIVE TESTING MAY BE PERMITTED BY TNE ARCHITECT, BUT WILL NQT BE USED AS SOLE BASIS FOR GUMPACTION,AND LIFT THIGKNESSES � � APPR4VAL OR REJE�TIQN 4F DEFICIENT CONCRETE. SQ1L5 SPECIA�.IN�PECTION NOTES: 2. REPORTS 4F COMFRESSIVE STRENGTH T�ST�SHALL CUNTAiN THE FOLLOWING 1NFORMATIQN: DATE C�F C4NCRETE �, �����VIL DRAWCNGS AND/UR SPECIFICATI�NS F4R ADDITI4NAL EARTHUVORK AND UTILITY iNSF�EGTI(7N REQUCREMENTS, PI.ACEMENT, I.QCATION QF CONCRETE�ATCH IN WORK, DESIGN 28-DAY C4MPRESSIVE STRENGTH, C�NCRETE SUPPLIER �, �EE CIVIL DRAWINGS ANDiOR SPECIFICATIONS FOR CLAS�IF(CAT14N AND TE�TING REQUIREMENTS F(JR C4MPACTED FILL AND MIXTURE !D NUMBER, TIME OF BATCH AND PLACEMENT,AMBIENT AIR TEMPERATURE, SITE ADDED WATER AND AND/OR CONTROLLED LOW-STRENGTH MATERiAL. ADMIXTURES, lJN1T WEIGHT,AND AS REQUIRED BY ASTM C39. a.. PftQJECT: 13.0291.5.01 `�' DRAWN BY. KH � c`n DATE: Q9.092013 r'^� � t- c°,� REVISIQNS: � � � PRICING SET_..�_ 49.09.2013 °- PERMIT SET� 12,09,2013 � � PERMIT SET REVISfON 02.14.2014 � � PRIGING SET REVISfON 02.14.2014 t�.� � STEEL PAGKAGE#1 06.13.2014 � �- PERMIT SET REVISION 07.03.2014 ct� t�- � � � o � � � � d a � � QUALITY � �; � ASSURANCE � � �- vc� � � �' � t1 �C�.. � � a ►z � � wo �___ � � 0 � � � STRUCTURAL METAL DEGKrNG SPECIAL INSPECTIQNS STRUCTURAL COLD F'C}RMED STEEL SPECIAL lNSPECTIC�NS STRUCTURAL S7EEL SPECIAL INSPECTIQNS .� �� ITEM FREQUENCY STANDARL} CRITERIA ITEM FREQUENCY STANDARD CRiTERIA fTEM FREQUENCY STANDARD CRITERIA c+� � � METAL DECK FRAMING PRfOR TO START QF Wt7RK � � - METAL DEGK P -- VERIFY TYPE, GAGE, AND LOCATI�N - MEMBERS AND CONNECTIONS P -- VERIFY TYPE, SIZE, L4CATION, SPAClNG - PRIOR TO FABRICATI4N OR -- -- VERIFY PLATES AND SNAPES C�7NFt�RM TO � � - ATTACHMENT P -- VER1F1'ATTAGHMENT TYPE, SIZE, SPACING, - BRIDGiNG AND BL4CKING P -- VERIFY TYPE, LOCATION, AND ATTACHME�IT ERECTION ASTM STANDARDS �PECIFIEQ, ����T�T � � a� AND EDCE DISTANGES __ � MANUFACTURER S CERTIFIED MILL ES � - FIELD CUTS AND N4TGHES P �.C?CUTS OR N4TCHES THROUGH SECTION REPC?RTS QR CERTIFICATE OF CQMPLIANCE � �° N __ FLANGES PERMITTED. , - FIELD C�JTS AND NQTCMES P VER1�Y CUTS OR NOTCHES THROUGH SEGTIQN � � AR� REPAIRED. - PRIOR T(J BOLI"ING -- AISC 360/ VERIFY B�LT ASSEMBLY CC7NFt�RMS TO ASTM � - SPLICING P -- NQ�PLICING aF STRUCTURAL MEM8ER5 � c� RC�C SPECIFICA710N �TANDARD�SPECIFIED, REVIEW CERTIFICATE OF ,� ° WELDE�ATTACHMENTS PERMITTED UNLESS SPECIF�ED �N THE C�MPLIANCE, OBSERVE PRE-IN�TAI.LATION � �' ``' CONSTRUCTIaN D4GUMENTS. ,� ""°"" � � - PRIO�T{�WELQING -- AWS D1.1/D1.3 VERIFY FILLER MATERIA�S, WELDING VERIFI�ATIQN TESTING OF PRETENSI4NED � � � PRC7CEDURES, WELDER QUALfFfCATIONS, AND - PUNCHOUTS P -- VERIFY�PACING REQUIREMENTS FROM FASTENER ASSEMBLIES, VERIFY APPRC}PRIATE '�` � MANUFACTURER'S CERTIFIGATE OF C4MP�lANGE BEARINGS AND CONNECTft�NS AND REINFORCING FAYING SURF'ACE Ct�ND(TION �""' „� - pu�,�N����.p��� P AV1tS D1.3 -- IS U�ED WHERE REQUIRED - PRIOR T4 V1/ELDING -- AWS D9.1 / VERIFY MATERIALS, PRUCEDURES, WELDER "`""� �,a � � AISC 360 QUALIFlCATIONS, AND REVIEW�ERTIFICATE� � - AFTER WE�pING 100°10 VISUAL AW� D1.3 -- WELDED ATTACHMENTS OF CC?MPLIAI�ICE -+�. � SGREWED ATTACHMENTS - PRIOR TQ WELD(NG -- AWS D�.1fD1.3 VERIFY FILLER MATERIALS, INELDING �� ;� - FASTENER P -- VERIFY TYPE, DI�METER, LENGTH, SPA�ING AND PROCEDURES, WELDER QUALIFICATIONS, AND FRAMING '-� � EDGE DISTANCES PvIANUFACiURER'S CERTIFICATE OF COMPLIANCE - DURING ERECTI4N P -- VER(FY INSTALLATION OF BRACING AND � STIFFENING, M�MBER L(7CATION�, AND �' � - SCREW PENETRATI{�N P -- VERIFY MATERfALS HAVE BEEN DRAWN - DURING WELDING P AWS D1•3 ° C{7NNECTIt7NS. REPC}RT ANY�}BSERVATIC7N 4F *� `""' TOGETHER AND SCREWS ARE FULLY DRI\/EN - AFTER WELDING 100°fo VI�UAL. AUVS D1.3 -- � � WITH A MINIMUM PENETRATIt�N 4F 3 THREADS� KINKS, BENDS, OR t7THEl�DAMAGE. ,� - CORROSIQN RESI�TANGE P -- WELDED AREAS ARE TU BE TREATED WITH . � � TNROIJGH THE LAST MATERIAL JO{NED. TREATMENT APPROVED T�EATMENT T� MATCN C(�RR4Si4N DURiNG B4l.TING � � � - DAMAGED S�REWS P -- NQ PQP�ED SCREW HEAC}S OR STRIPPED SCREW RESISTANCE C�F EFFECTED AREA -SNUG-TI�HTENED J41NTS P AISC 360/ VERIFY CQNN�CTED MATERIAL� NAVE BEEN � � RCSC SPE�IFICATIC}N DRAWN TOGETHER ANQ PR4PERLY SNUGGED. ,,` ARE PERMITTE[�.ALI. DAMAGED SCREWS SHAL� SCREWED ATTACHMENTS "'�"�� � �� R�����d. - FASTENER P -- VERIFY TYPE, DIAMETER, L.ENGTH, SPACING AND - ����'��1�IQNED AND SLIP- P AISC 360 I VERIF�'PR4PER USE OF PRETENSION M�THC3D, ,�, Pt3WER-AGTUATED FAST�NERS EDGE D18TANCES CRITIGAL J41NTS RCSC SPECIFICATION VERIFY CQNNECTED MATERIALS HAVE BEEN � DF�AWN TOGETHER AND PROPERLY SNUGGED. - PRI4R TQ CNSTALLATI(�N FiR�T aF EACH CCC-ES REP4RT VERIFY TYPE, DIAME7ER, LENGTH, FINISH,AND - SGREW PENETRATIQN P -- VERI�Y MATERIALS HAVE BEEN DRAWN FASTENER TYP� BASE MATERIA�. TOGETHER AND S�REWS ARE FULLY DRIVEN DURING WEL�DiNG ���� AND BASE WITH A MINIMUM PENETRATlON OF 3 THREADS -SINGLE PASS P AWS Q1.9 -- MATERIAL THROUGH THE LAST MATERCA�J(�INED. FILLET WELD {5l16" - DURING IN�TA�LATION P ICC-ES REPtJRT -- _ DAMAGED SCREWS P -- NO POPPED SCREW HEA�S OR STRIPPED SGREW -SINGLE RASS FILLET WELD C AWS D1.1 -- - AFT�R 3NSTAl.LATkt�N 100°/a VISUAL -- VERIFY MATERIALS HA\lE BEEN DRAWN ARE PERMITT'ED.ALL. DAMAGEQ SCREWS SHALL >5/16"AND MULTIPASS TQGETHER ANL� FASTENER HEAD STAND-OFF 1S BE REPLACED. FI�LET WELD ;. '°'��,�� ;,{ �. ��.�':.,� �4',� f � AGGEPTABLE(FUI.I�Y DF�IVEN). - CQLD FORMED STEE� P ICC-ES REPORT VERIFY TYPE, NUMBER OF FASTENERS, AND - PARTIAI. PENETRATION C AWS D1.1 -- °�... �' �y ��° � GROflVE WELD �', �'�� �� �..�`� ` ASSEMBLIES fNSTALLATIQN IN t�ONFORMANCE WITH ICG-ES - �' ����� % = ,� REPORT -CO(NPL.E7E PENETRATION C AWS D1.1 -- . �?:;, q�:. P4WER-ACTUATED FASTENERS GR{�OVE WELD �,�����' rn,, ��.:: ,� � _ -SNEAR CONNECT4R, HEADED P AtNS Q1.1 VERIFY TYPE, �IZE, �PACING,AN[? LQ�ATIUNS ��p:;���,,��, �; .;"� - PRf4R TO INSTAL.LATIQN FIR�T�F EACH ICC ES REPQR7 VERIFY TYPE, DIAMETER, LENGTH, FiN1SH,AND ANCHQR STUD(HAS)AND <.< ,,;,�,...,-_ � FASTENER TYPE BASE MATERfAL. 07l03/2014 AND BASE DEFORMED ANCHOR STUD {DAS) MATERIAL AFTER�1VEL.DING - DURING IN�TA�.LATION P ICC-ES REPORT -- -SiNGLE PASS 10Q°lo VI�UAL AWS D1.1 -- �����������������r�� - AFTER 1NSTALLAT{ON 104°lo VISUAL -- \lER1FY MATER(ALS NAVE BEEN DRAWN FILL.ET WELD <5/16,� ������������� TUGETHER AND FASTENER HEAD STAND-OFF -SHEAR CONNECTOR, HEADED 100Q/o VISUAL AWS D1.1 VERIFY TYPE, SIZE, SPACING, AND �(�CA�TI4NS �,z����� ,��,�,���� ANCH4R�TUD (HAS�ANQ = ���� ������u�������������� IS ACC�PTABL� (FULLY DRiVEN). � . ��� r �. DEF4RMED ANCH4R�TI�D (DAS) '�� �� �2�����gTRE�T.�^���� ��, �i>wthaacsr Griwn��aun 331 G3z �'7C1.5'Z�S.kri]�'I . . �qx .�K?CI:926.60l7�'3�. STRUCTURAL STEEL TESTING '� � ITEM FREQUENCY STANDARD GRITERIA/REMARKS � � � � WEI.DING �;� ,� - FILLET WELC) 10% ASTM E709 NC7T REQUIRED �'(7R SHC?P WELDS � MAGNETIC PARTICLE PERF4RMED BY AN APPROVED FABRICA�'OR �,�;� � � - PARTIAL PENETRATIUN 100% ULTRASONIG()R NOT REQUIRED FflR SHOP WEI�DS � � ;� GROC3VE WE�D RAD(�GRAPHIC PERFURMEQ gY AN APPR4VED FABRICAT4R ~~~� � � -COMPL,ETE PENETRATION 100% ULTRASONfC C?R FREQUENCY MAY BE REDUCED T{J 1Q°lo � � � GROQVE WELD RADIO GRAPHIC WHERE WOF�K IS PERFORMED BY AN �,,,,,�,�,,,� � APPROVED FABRICAT4R �,,,,�` � „� -SHEAR CONNECTt)R, HEAf.�ED 1% BEND TEST, AWS D1.1 BEND TEST; PER AWS D1.1 BENT�TUD{TQRQU� """ � ANCHOR STUD (HAS}, D�Ft�RMED �100% RING TEST SECT(ON 7 T��T F{)R THREADED STUDS)ACCEPTANC� �""�"""'� � ANCHOR STUD (nAS), TFIREA[7ED CRITERIA. � � STUDS RIN� TEST; STRIKE iNITH HAMMER, IF THE STUI� � RfNGS, STUD IS ACCEPTABLE. IF STUD D0�5 N�T �� � RING, P�RFC?RM AW� �1,1 ��N�T��T, � � STRUCTURAL STEEL TESTING NQTES: 1. THE WELDIN� INSPECTOR SHALL HAVE TH�AUTHQRITY TO REJECT WE�DMENTS. Sl1GH R�JECTION MAY BE BASE� C?N VISUAL iNSPECTION WHERE IN THE INSPECTOR'S UPINION THE WELDMENT WCJULD NOT PA�S A M4RE DETAIL.E[? INVESTI�ATICIN. 2. IF DE�iCIE(�T WELDS ARE DISCOVERED, THE REMAINING UNINSPECTED WELDS SNALI.RECEIVE SUCN ULTRASONIC G1R MAGNETIC P�1RTI�LE TESTING AS MAY BE REQUIRED BY THE ARCNITECT AND ENGEN�ER. ALL CQST UF AC?dITIC}NAL TESTING SNALL.BE B4RNE BY THE CONTRAGTt�R. � 3. REPQRTS OF WELD TESTS SHA�L CQ�lTAIN TNE FOl.L{JWING INF4RMATIC�N: DESCRIPTIQN C?F EACH W�LD, @ENTIFYIN� pRpJECT: 13.0291,5.01 cr� MARK QF THE RESPQNSIBLE WELDER, CRITIf�UE OF DEFECTS Nt�TED BY VISUAL IN�PE�TIQN UR TESTING, STATEMENT 4F DRAWt'� BY: KH � ACCEPTABILITY PER AWS STANDARDS. �; DATE: 09.Q9.2413 � �t r � REVISIONS; � `� � � PRICING SET 09.09.2013 .._, PERMIT SET 12.09.2Q13 � � PERM17 SET REVISION 02.14.2014 � z PRICING SET REVISIQN 42.94.2014 w � � � TE PA 1 � � PERMIT SET REVISION a�.os.2o�a � ¢ 1 � 0 Q � � � � � � QUALITY �, � .� A��URANCE � � � � � �- � � ° � � z � a � � ° � � '�. � � �' � 2 3 4 5 � 7 8 � � �� 1(l" 13'-11" 6'-81t2"' 15'-101/2" 21'-101i2" 26'-9" 6'-0" 16'-3° � � � j � � 2'-11.� � ��_��� � -- - ���� � � �; t� ' , .{jr� � � � � � Ar��n � � 4�� IIG�� � "�.' 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SEE S34Q FOR f � �' � %, � i i -`"�' i n► ` � ' � , DIMENSiONS AND REINFORCIN�``a,AT"'STEEL , , i ��� .,+�, � � � _ �. � .� � � .n _ e _ _ _ _ _.._. _ __.__ _ � _ ___ _ � _ _i — _ r �. _ � _ �. _ � _ � _ ____ _ ____ _ �._._ - — - - — - WALLS" PROVIDE RETAINING UVALL WITH 3I4"' NDG � ` APPR4XIMATE EXTENT� OF � � o.' � � ' � _ ____ _ �� _ __.. _ _ ' {— FW3 ' i � ' ' PLATE AT EXPQSED PORTION aF WAL,L. � , TEMPURARY EXCAVATIC�N , ""� � � � STEP T1WAL � � � � ATTAGHED TO WALL WITH 3/4"Q� HAS AT 12"OC. SHQRING WALL (BY CONTRACTOR) �--��� � � � i � STE�TIWALL � - - ---�-_ _�___ _---_- � - � - --� r � I I I '� ,.m..� � � � � , SF2 B/WALL- 85 -Q � � I � _ I r ' � `� ,�, I S�E 5IS340 �� -�. '"`� .� � 2,_2" � �v.._�.......r.....,�..._�._� ...... �.�� ...,....,�.,,._�..a��.,..,��...�,.m....,......_.......�.....�....�,�,.�....��....-TiUUA�L= 121� _5�� �._ � � � STEP T1V1lAL � � � BIVIlALL= 82� _0,� `y , , �' ... � � , BIWALI�= 110'-0° � . � , 1 � � ¢ � T/UVALL= 127' -0° � -�,.� � � m � � r , �-- i °' � t j o � � 1 c� � i � � i 7'-5'" B/WALL= $7'-8" B/WAL�.= 90"-4" B/WALL= 93,_0'� BIWALL= 9�" -S112" �,-�--- -- -�-- -____ _ _ ___ _ _____---__�.___ __..r.._ _ _ ,,,� � � � _ � �� i � � T/1tVALL- 14J'-2112° � i ; � i �, T/UVALL= 1�0`- 11 1/2" � � � ! ; - TIUVALL-85 - 1 � � � � � � � �• � �� � /WALL= 109'-6° � ; , i � � , �_____ ____________ ___ __--___----,--------�-_-_-__ ________-r- -�.------- -_-_�.-- ____----,-- - --__�_ � i � i � ,��a TJWALL= 8' -71/2"' � _' � � � � �•, � �~ �� � o � � � i BiWALL= 79'-0" STEP TNVALL � � ' � � � - -�-- -i-- ; - - � — _ - - { - - .�-- _ � _ � _ -- - - - _� _ .� _ � _ � _ � � � _ _ � _ .v _ � _ � _ � _ � _ _ � _ � _ ,� _ _ � _ �� _ � _ � _ � _ _ � _ � � � _ ._._. _ �_ _ � _ _ �.�. i � m � _ _ � _ � _ � _ _.._ _ _ � _ �._ _ � _ _ � • '"""' � � , STEP T/WAL � � , - _ .,,� � j i ' � _-�--- - --__ __-- FW1 ------ -__ __---I � -----__-_-i _ __ FW1 .i _ °_°°____.i_______ I � � � �``�M. � � � � L— — — � � i ,��^��� iI � ' T/WALL= 106' -6" ' � �� SF� i � S�1 ^ ' i �,�„-------'-� � �� ��"�„�____ ___________' �; �� f-_____ .�..�� � ' , T/WALL= 1 Q2 -6 � , C..� � 3-0 �► _ �_ �� 3-0 � � � TlWALL= 99'- 10" i i i � � i , �_ �� t^ r� �_ rr �_ �� �_ �� ' � i t-- � � � BIWALL= 1�0'-p" BtWALL` 110 0 ' � � �.. 30 53 12 410 60 ► ,� �, � f � � i � � � TIUVALL= IQ9' -4112" � �� �, ,..a � ..� �, � � � i � � � �„ � ,,,�� � ��, � � � � pr �C Q � ._.� _I J ..� .r � i � ' � �__._��__� � ' i � �- � � i E � � E � � i� � dt d Q Q d 'Q��. � a ''"' i � � t h t— �i— � �.ry `�► Cn � C � � ` � � W �� � � � � � � � ; � ���y, I f I ��� ! I 1 � I ��rww�i � � I � I � � � I� � L��.1 W W UJ I..Lf � � � � � I 1 �"� I 1 � � � ' ( �, � c� r�n c~n c~n c~n � i ' ( B/WA(�L=9$'-2'" B/INALL= 104'- 10" �B/WA�L= 103� _6" � i � t CJ) r°----- °� _ � ' ; � ` � ; 'y ;TIWALL= 138`-T` ; ' � �_ _� ►._ _� � � I ' � � f I � i i T/WALL= 127�_Q" �-____- --� __..r. ___ ___ �...____�_____ ___ -� ,� � � � BlWALL- 85' -0° � �BTWN BEAM P4CKETS � , � � �-- , i ' � � � ' �SEE 1 1 S211 �a � � � � 1 ;, � ��_� � � 1 , � E � � _ ,_._ _ ____ _ ____ _ ____� _ ____ _ ._._ _ ____ _�___. _ �.�_. ___. � t� _____ _ F � �,� ���,��,�,, cc�'v � � � � � � r I i 5314 i � S7EP T�LL � � � � � � � � i �� ..;`,',�'�j�:y.,�;,���`' ��'..��T�: � � i � � � � t � i _____ � � .�_____ _ _1_ FW� ---_L____ _______ � ( : ����,'��' `��9'�. �� i � � � _� � � � ��" ' � � ► � � � � _�_ T/WALL- 9 27'_0" , � ' .: � � t �_ « � � SF1 , , � I � u ���4��� ; :� `� � � , a � � � TIFTG= 95 61/2 , � � � � � � �� � � � �_ �� � � � �� �_�,� ��� ��� a � � ; � � � � i � � �r � �2 STEP TiWALL � � � i � �<�. �.� �� �`�:,. � 2 2 3 p2 1 � � SEE 8 f S�1+D .� ; � � � � � 1 -6 6-0 T/WALL= 126 -51/2 , + � � �,,�`�'��� :�� M t ' �'_�'i �———— � aC a GC i i , I � ��`�'�1�4 ' � I I � I I �►, I � � � �. , I � _ ��, , � .,�� d- m m r.g � � STEP BJWALL �.L. i , i i , , �- , � , , , , ,� � � I � 07�o��za�4 ' � � u_ � � � I � - � �.°"ia w w i I � T/V1(ALL= 104'_3'� � � � i � .�! � i � � i ' � � BIINALL=85"_0�� ; r ' B/WALL= 8T_8"`~" 8/WALL= 90'_4�� � B1V1lALL=93' -0" � B/WALI.= 95'-�61J2'" � ' `> � ' 1 � � , g„ g�� � T/WALL- 109'-41J2" �.. 6'-5114�� � ,� � �-. ► (�KI�����A����1`����,�� � TIWALL= 85'_ 1" � � ' ` T1WAL�- 103'- 101/2" ' 1 I � � � � � STEP TIINALL. � � 1'-10"' � o ; � T/WALL- 126'-51/2° � � �1'-2" � ������������� � � � - TIWALL= 99' - 10" � r--I_ ___________ ___ _ __________.� _ _______ _ _________ _ _ ___ __ __ ____� , ' � , � � , °� � � T/UVALL=97"-81/2" � ; � � � ' � � � ��: �, ��:�,���a 1������ ' STEP!T/WALL ' ' � � e `� "�� i � i ► _.,, � � �� $� � ��..���, � � _� _ ��[:�:�'_�1U� _ ____ _ � _ � � _ ____ _ ____ _ ____ _ _�. _ .s _ _ _ � _ — - - — _ — _ — _ _._ _ � ____ _ — ____. _ .� _ _ ____ _ � _ _ 3 � t"..�3�k�EJB..'F&l3Ca EAkCa.7C+t�ERS - ____�_ _)_____ �� _ --- .-�----- _ ° - � � r� � � ��n aas r.��crrc:sraEer..urv�r c f ss7 � � � � _ � _ v,_ � _ .,__ _ -I� —'� T/WAL.L= 1�5 - 14112 ( � � '��: � ��� � � 1 ( ! 1 � � � � �csvrn�reva aa.rt.�KS.��iv�`a��x � , , , uTEP TJWAE.L , �.��,�����,�•p � ' cr�, ' E ' TIWALL=99'-6" � t_________________ __________...�._ __ �._ __�------�---_______..� __----- FW1- FW2- - -_.�____-- -,- - -�---------- STEP�B/WALL r i � � � =�.x��o.���:���� � s3�o � TIWALL= 8'-7 �12,� � _____ � , 8„! � STEP r 7lWALL- 114 -5 , B/WAL.L-98 2 � , � � � �- � �� SF1 � � _ �_ �� T/V11ALL= 119'-3" , I ► � � � - � TIUUALL C� � , � , � ,� � � r i I � � ; _ ; ( � � TIWALL= 114" - 1" � � ` � ' � � � i � � , , � 3 TYP , � , � � � � 3 I 1 �� ! � ........����s...a�....�..�w.�...s a... �w �..�.n....��..r a..�s.�����r..r.�.......�wn.«...�........�r�..�w�a���o.��..r.....i....�� I I I Mww� 1 � � �2 THCCK�j� F4UNDATIt�N SLAB. ` ; � r-- --------- -- __ __ _ _� STEP TIWALL. � � ss�o ; � I �` ,� I ; � � FQR REIt�F, SEE 12 f S3'f 3 STEP T/WALL r --__ ______ -�_ ' � � I � t ��� � f f 1 I ( ! I I I � I � ! ( +� i ! � , � ' ' -- � r -1 STEP'B/WALL � � � � � f 1 I I 1 � �" � � I I � I i � � � ( I I I I � � ir • 1 I 1 �IM�i� � � � � � � ' � ' � � � I � B/UVALL= 1� 00 - 14 � I ; ( � � � � � s TNUALL= �02'_6�� , � , ( � � � � I � � "12 � � � 1 I i � `� 3 i , � � � � "� � i � S31s � B/WALL= $5�_0�� i � � � p i � i � i ( ,� � ( ��� � ,�.�.� � � � � � � � � � � � � � � � ,� i � i � � � � � � �..�,,,.� � � � � � ' � ' � � � ' �,_a„ a I— — —-�--- aTEP)BIWALL 4 � � � �:� � „� � � � � � d � 1 I I I � � � � � I � � I � t � � � a � i � � i � � ; � � ! i i _ � _ � • — _ � � _ �.� _____ _ _._._ _ ____. _ � _ ____ _ _____ _ ____ _ _�___ _ _.�_w_� � ___._� � _ �ww�wr� � �.' , E � ua t � � , � _ � ► i � � i � � � �-- t I 1 r _ I G 1 � � 1 ' � � � � E 1 I I � � 1 � I � � � � � � I � � � � � I � � � � � � � � � 0 I I 1 � � � � ' I � r ~ � � � � � i �? � i � � Li- � i I i � ( Ll.. M I � j � � � �F-'�° � ��`��� ( � � � � � S3 3 � � t � � � � � � p � ( � � � � k � I � � � I i � t I �t,}�r) � � � 7rt ' ����i � I i � I C I + i � � ! � � � � � I � � �TNUALL���Q9'- 9 1I2" STEP TlW LL � � SIWALL-�79"�0° � � � � f � �9'� 2° � � 1 � � � �� � � � 1 8 T/WA L=$5�_ 1,� i E i � � i � � � � ' F ! � � i 5312 c+ � ' _ ( � � �� , � ` � � B/WALL= 103'-6" r � � c� f r BNUALL= $2 -Q � I i � � � � � i - �- i � � � � � i i r � ► i N � � t � � � r � cL - , � ' � PFt(�,lECT: 13.�291.5.01 � � i ( `�' � � M � T1W�l�L= 102,_6" � ' � � ' i � � � STEP TIWALL --�-°i�-�- � � � DRAIIIJ�1 BY: KE-I `r' � i ' FW4 "' � � i J � � � i � i ' � ' � ' T/WALL- 1�5'- 101/2�� � � r� I i ����� `� i "� m BIWALL-85�_0'� i � � � � � � � � � �ATE. 09.092013 � � I � I � � _ b- � _ �— ! ( �l (.1� r-� I �-----� ' � ( ; � � I � � 14��� � C31 I � I I � � �, � # =" °; 'F u; ~ STEP TIWALL i , „ i I � � i i I SF� ; � `�' c,�v � i � o T/WALL=98'-7112" � � � � �F2 � T/WALL= 11�i'_0" � 2-2 i i i � � � L______--1------ FUU1' - _______________J � � � �' 1 � G � + _ �_� _ � � , � 1 � � o � � REVISIONS: � � �, ___ _______ _ ________- - -- � � � �-° � � PRICINGSET 09.09.2013 v� fi'` � �- — -�- �° c� ( , � �^. � � � � i :`y. � � i i _ _�_._ _ � _ �. _ � _ __._ _ .____. _ ____ _ � _ ____ _ ____ _ ___._ _ __�__ _ t✓ � ci 1 � � STEP T/W LL FW3 � , � , FW3 ,� , � I � ; — _ ._,_ ..� .�..�.� _____ _ PERMIT SET 12.09.2013 . ' � � �r-� � t � i i i � PERMIT SET REVISION 02.14.2014 cn F- 1 �� S7'EP TNVALL � _____________ ____� _�, � `x' �uic�t��sE�r��vis�oN oz,�4.20�� __________ � � g � __ _ _ � _ ____ _ _ _ _ _ _ —,- _ n _ � _ _ � -,- - STEPB/WALL - - -_�..__________ � � _ � I..� _� _ :��� ' � ° � -� � � � � STEEL PACKAGE#1 06.13.2014 z � � � � N_ �``j � i � � I � � � � � i � I 1 � ! c� „� � .._,. � � STEP B/WALL � �" � � i � � � � � PERMlT SET REVISION 07.03.2014 i � � i i F i (� (� � ' i I � I ( � � � A � ' � ( �r '�� �i i��rrr wr�ar��r a`r ( �r {rrir rr rr�rrl��+r�r-r�r r����w�w w�w w�r w�A�r�w�r+�i�t +���+�i � � ` ' �_ "' .�'�'_ t J ( ' � rrr � � ' � �m._ �..d....e.......,.. ..��o,..,�.� p..s...�..n �.,��.e�.......o. ��s�.e�...�...o�.n...� e e __._�_.' � ,__.....{�.�..�.�..�o�.�.._�e r__ _ _�.�_v ..�... �... ._ .e- -.. -��-- � , � � , /WAL�- 107' 6" � �eru r� �x�s w•••••••.•••••••�•••�••�.�w�«�r rrr w�a��wr��� �r�ur rrMS��s�wrw a�w�� a��E —aw�����r wr�a�r��r�� rr r�wr i ^�a�r�ri� � ( ' I 1 I �.. _ TIWALL= 109"- 1 1/2" � � ( '� ; � � � � � � � T/WALL= 115'- 101/2° � ��_��� ��_�,� � ��_���-�P I i ! i ► � SEES/S340 T/WALL- 909' -4112" � � � � � � �.____ ___________ __________ _________� , _ � � � � � � � o � � � � � � � '` ' � �- � ' � Q � 1 I + E ( ' - .��.v _(� �._ A � _ ._ ��s. _'n.� � � - — - � _ �__._ ._ .� _ � _. .r.� �� _ �...� _ � � � � � �{(� � q .( � p ( �4�.,�_.�,�_., � . N '� I tl��l 1��"''� I° I ��-C) �1�« { ���-�Q �1 G�� p ����rr �� I � �Li�.�yu ��� � � � tii � � � � F�I�NDATI�N PLAN � � o � FtJUNDATICJN PLAN :�- c� � °- � �.,�: �' � � 0 1/4" = �'_0�� � c� c7c� � rz w ri � PI�AN NaRTH � � � c �� � 2 3 4 5 6 ? 8 � � r�� 10" 13'-11" 6'-81/2° 15"-101/2° 21'-10112" 26�_9,� 6'-0" 16'-3�� � � r- � (f� ! i r� I I i n 1 � n I I n I I �,,� � 4-1 1 2-11 1 -9 � 9 I � � � � � '� � TiMAT= 79,_0�� ' � , ! � � �i �I � `� 7/WALL= 109`- 1 112"` STEP T1MAT=84�_0° � � � .� .�....��.....e.....�..._. ...,..,. T1MAT�... ..���.��_.�.,»,..�._.�---...r..,.,�...���._...,....�._�� ....�..._�_.� ��_,., � I I � �,� .. . . ... ... .. . ... cu � �.� �.___�._�.____ __ ___ _ __ ___ _ �____ _T___ ___ _ �- ---------------- _ _ _ — --_--e—_ ___� � � � � ,,� N I E �, `�' I i TfUVALL= 10�' _6° � �" ;T/WALL= 109" �2112" _ i I I � � � � � � �- � , i � -------r- a� i � � RETAINING WAL�S. SEE LANDSCAPE FOR � � ' � ,� �.; � f , ; _ "�' � , � ( LaCATION AND ELEVATION�. SEE S340 F{�R ( � � %, � r � ' � � � � , DIMENSIaNS AND REINFORCENG. AT"STEEL , � � -��� - -+� � � � _ � �, � .� __.__ _ � �,_ _.__ _ ____ _ _.� _ — _ ____ _ � - - - _ � _ e _ - - - -�-- �. - - - - - - - _ � _ � _ .� _ __._ - - - - ---- - WA�L�" PR�VIDERETAfNINGWALLWITN3I4" HDG � , � I APPRQXIMATE EXTENT� C7F ' � � { � _ � _ ____ _ .� _ �. .__._ ` I ��_��i � � � ,� PI.ATE AT EXPOSED PORTI4N OF WA�L. � � TEMPORARY EXCAVATI(�N , '��` ~ � � � ' � STEP T/UVALL �� � � FW3 � � 3-Q MAT ATTAGHED TO WAI..L WITH 314"Q�HAS AT 12'" OC. SHORING WALL BY G4NTRACTO �� � � � � STEk�TIWALL ; � � � � F{�UNDATItJN I � � �) ,� � � � , �, , , , � � SEE 1 t S310M , � � � -�° � � _ � ' � �� ; � �2�_2,� ; �.....�,. �.� TYP...�............r.. ,_� ._......� ���........�,...r...,....�.....�.�.������.........�...�.............,..,.�_.......�..,. ...�.�, � S�E 5/5�44 ��I� � �"' � � i � �T�P T/WALk. �i i � i � � i i � ���_4�� �i B/WALL.= 110' _0�� � . � � � � � � i � �------------- ------- -�---- - --- r ,�------ -- ----, T/MAT-89,_0'� T1MAT=94,_6" � -� � I � ° � � I LL � � 7-`5 � STEP _. f���__.__.�^- ---- - -_���".._ _,.._�_,_,..._ _...._ ...... __.r._.....r _ '__ 1 � � �'-$`! � � _ r_ ,� � i i T/WALL= 109'-21/2" �.;s � _---_�--- ------i------ - 7/MAT_____ __ ____ ___ ___________ � , � �, i TIWALL= 130'- 111C2" � ��� �` � � � r,.. TIWAI.L- 85 1 � � � °r> � i i � i � i � T/WALL° 109'_6�� f �a ; � i i � + i � � i � u� � i i "`*,,,,� r � i i �.«,,,' � —�--��,, T/W�LL=9$' -71/2" � t � STEP T/VUAI.L - � � � � � � � _ _._. _ ____ _ � _ � � � �' _ � _ _____ _ ' _ � ___._ �� _ �. _ � _ ._ _ _.._. _ � _ � _ � _ — _ � _ �'' _ _ _ ^ _ � _ ____ _ � _ _ - - - - ____ _ ._._._ - - - - �. _ �. _ ____ _ _ ____ _i____ _ ._._._ _ _ _ � � -.,-- - ____ _ _____ _ _,,,� _ .� _ � _ _�. _ _ _ .__,. _ �` w � s,� � —� ;� � ' � �STEP T/WALL ____ _ __._ _ _ ! 4 - � � r : i Y-- i � � � � � � FW1 I ; T/WALL= 12T-0" i FW�I ° � i ; �"`' 1 ` � � � � �..v� � — � i � i '*• i � � , � FW1 � � ' T/WALL- 106' -6" � � , �.���_____- -T- - ,--�- -__ ______ _____,._ , _+__�__ ���� � � i T(WA�L= 102'-6" i � � 1 -2 i ��-Q" ' �"'„�. ' 3'-0" � � � i � T/WALL- 99' _ 10�� ( � � � -�-� i � i , ' I _ `, „ B/UVA�L= 110'-4" � r�:;. , - � , � .� f � � � BCWALL- 110 -0 � � � f � J � ' � � � T/WALL= 109'-41/2" � � i � � ( , i �„ �,-.-_-�..__._� �..*,,•�► � ��� i - � � � '�t Q � � ...�.1 � � i � I � � I N �► f i + i � � � u.1 � � � i `� i `� � i � � � �"` � � � �-- � � � � � I ( � u�u w i � i '`����" ( �� i � ► 1��`'+. ' � � rn Il.i_ i ! I i � �rw�w��wi i I � I i H H i 1 W 3 � 1 I 1 � *� I � f � i � ( � � � � � � ; �' ; � , i B/UVAL��9$'-6" i B1U1lALL= 100�_6„ �BIWALl.= 10��'-�" � � � � ' � ; TIWALL= 13�3' -7" , � , �_ _�, �_ _�.,,,,� I � � � ,,,-�'��� ' ' TIUVALl.- 127'-0" I �-__�,��_T ___���-_�,_�..�.__________ ____ _� •� I ' i f i � , � BTWN BEAM POCKETS a � , M � ,,; ;f, . -, � i � � SEE 1 / S21� ' � _ � _ ____ _ � � _ ._�_._. _ _____ _ ____ _�_____ _ _____ .� � _ ____ _ ' � F' �,� ��G�`��:`':f,$ � � � � � � � � i i � ; STEPT�W.C � _ � ° �" � �"'W � ' �,`�'> `" _, � � � ; � �} � �{ � i i a � ---- - ----�� ---�- ��� _L_n_�_�p_� __r_y _ _�}__ � � � +��,`����,�,. �:�r�„��=a� � ( y �tl�� � .�i � � ! ( ( ��rr.rrr�� T/Y Yl'►I_�,.= �G��"Vn � ( '� � � � � � � I � � I , ; SF1 � � I � M �4��� � i i i i i S310M � i S310M � s � � � :'--r� r. � � '' i � �..._,..- , � ' ( STEP TNVAL.L ( , � ��:� p�, :. � � i . � `�r�.`�rr '�r„'�n '��i � �`n � � I � 1 � �9,.�Ri �F»t5�x ^r�n��A' M �f �1 4 "`"''""s:, .'s. �,�r '��t l����w� � 1 � � � I I 1 � � U I/YYtt�.�..= ��� ~.�'? ��� 1 1 I � �Y,����*»«r� *. '�,,.�' I 1 � I � � � � � � ( I � 9 1 ,c.- 1 I � :E: r�.� .�k .,;. � ► � STEP BJWALL � , � 1 ' � � 4 i � ' � � I ' T/WAL�=�104" -3° �` a ' i � � 07/03/2014 � � � � , � , ( t 1 .� 1 r � i � � � � ��� � � 1 � I rr ' �t i I ' 'I T/Y Y!-��..� ���� '� ��Zn j j ( � I � ( LL ' 1 � i�A����17I������1������ � � � � � TItNAL.�=85 - � I I , �� 1'-10" , � � „ TJWALL- 114 -5 , � FW1 FW2 - I � TIWAL�= 1n3'- 101/2" , �� , � � � ,� r ���'�'��������� I 1 � � � � STEP T1V1/ALL ° � , � o � T/WALL= 126 -51/2 E �� -2 � � � = T/WALL��9'- 1 Q" � _ � „ � � � � � � � � ' � � � � � � , , T/VIIALL- 97 -81/2 � , � � � � �r��.��� �����i� ` � z��;.� �: '7'�[ '�''(��jJ�� � � � � ` � ST�P'TIWAL.I. , � .�,,� �. ��v, � _ _ _ ____,_ T _ .__.. _ � _ � _ ___._ _ .�. _ �.. _ ____ _ ____ _ _ - - - � _ ____ _ _ _ _ � _ � _ _.�.. _ — � _ ____ --f- �_ „ � _ � 225 MRAR$T£tEET..UNI7 C t�.1 � — —!- _)______. \�.\� _ �1.4-1��_l.1 Y..Y�L.L«_ _. � � ,_____ _.. — t` _ � � � _ — _�_ ._ �r ` _ � � � _ �� _ _.__. _ � � � f� fl ' � } cEai�lsux.rc-[o� sn..K-�r,€�E�;R:s ��:��' a � � TNUALL= 115 1Q 1/2 � � � �, , �. � 7 � I _ 1 f { � u _ � F I � I � ! I � 1 �ro.�sz�s„��c�� � T/VUALL= 99 -6 , , , ' `�-' _ � �TEP T/WALL !�- ! � ��Y.�.����%�������,��2 s3io � � TIWALL=98' -7112" � � � _ 8" � '-�? STEP ' ____ � __ -- ----- � ----- � _______N --------- -- - � � � � `�' r����n.��s:��fl� � � � � _�__ � �-_ --� STEP�B/WALL TIWALL- 119'_3" i � � � � , , , f , �; � TIWALL STEP , STEP � , BIWALL=97'_6,� � � � � � ( _____________ __ ___ _� _T/MAT� TlMAI' T/WALL= 1�4'- 1° / � � t i � � ,,,,,,� � � , f I _ _ ___� , r ! , �...______---- i ! , { , , ;;,� � ( I i ! I ' �����rr�uw��w sr�r�wr�rr�����r o�a�� +r�� �r w�a� �s�s��r w—���w a�s �������r����� �_rr_M�ri�rr�a�r�s�a��w�wr wr � I i�" � � I � � � STEPT/WALL i r _____________________ __ __ ___ -� STEPT/WALL � � � # � I i I � � � � � � �� � �� T/MAT=89�_0" TIMAT= 94"-6" i � i s��o � � � f �"�� ,� , � � � � � � TIMAT=84-0 � � s �,�-----�' � � f , � � __ � � 1' -1 STEP'BIWAI.L � I � � ;� i � i r � 1 a i ► a � � � I ( � I � 1 1 ' i I ! 1 � � 1 � � � � I 1 � � � t � � r � � � � � � � — '_ " i 1 1 I � ! � � � � ����..L= ��Q�-�1�� � I I � � � � � � � T/WALL- 102 6 , � , , � ' � :�.. � � � f � I � # 1 �, .� � 1 � ' � j ' f ' 1 � � � ' � � � � � E ���..-' � i I I ` � i I � I i � 1 � � � C � I � � � i I E , ' �— a �-�-�� ��A��. , � � ; ��. � ,� � , e , � � i { I i I k � � � � ' ^. _ � ' ( '�'� � I ______ _ ----- — — — __�_._ � ____._. _ �._._ _ .— _ ..._.�. _ � ' _ ' � _,� _ � � � � � ' � � � � t ' � � �.� _�..__. I "1 �� � r� ;� � � � � � i 1 � i i � i ^ I i I i 1 1 � � � � E � � � � � � � � ; f � � � f ; ,� � � � � E ; � � � ; , � � �- � � � � � � � � � � ; � � � � � � �, � � i ; � � � � � � ; � ; ; � .�..� � j � � i � �-� � � 1 � S313 � � � � � j � � � � � i � � i � 10" i � � � 7„ � 11"� � ' ( � 1 i � � � � STEP TIUVALL � i � � � i � i�" � ' ��� � � i � � 3 OH - � � i � T/UVALL-$�, _ 1„ � � � , i � j r i ' ; ; i � �53�2 � � � I FW1 � ; � i � i � � I i B/V1(ALL= �03'-�° i ( ! � � + � i r � i i � � � ' ' i ' � i � i E � � ' � ' � � PR!C?JECT: 13.0291.5.�3 cv T/WALL-i109'- � 112" � � � �_ �� i 1 i � � STEP TlV1lAL.L i � � � � � T/WALL= 102 6 � � � � ► � � � � DRAWN BY: KH u� , « , _._, �, � � , , ' � ' ' T/WALL-- 1'I 5'- 10112�� � � � � �, � � �� ; �� � i � � � � i ( i � � � DATE: 06/13/14 .�- t t-- � i � i ' a � � ' � �0,�i � cn cv � i ' � _ , rr � ��f i � �� 2-2 � � � ' i ' ' ' ' � � � REVISIC�NS: c> � G � � $ � STEPTIWALL � ,� � � ' r � ( � _____ __�_ SF� ________________ � � � � � � T1WA��.-98 -7112 � � � � T/WALL= 116 -0 � i � � �_ ____ _� 1 '` FW1' _ � � ( I ' �I I I _ � ! / I � � 1 I �y 4 ( ' � � � 1 I � � I � c�7 I I I I '`'a I � ca 1 E f �TEP TNVAL.L FW3 ;� � � FW3 ``� � � ' 1 � � SEE MAT FQUNDATICJN _ __.. _ � .� _ __._ _ .� _ __._. ____ _ _._. _ �._ _ __.._ _ _,_. _ ____ _ � _ ____ _� � �1_ _._ _ � p��r��-rsET��uisioN o7.o�.2a�� .. W __ { � I � � 4 i i I I � '- g � 1 _ _ __m._ _ ____ _ .� __ _ _ _ __._ _ _ ..__ _ � _ .____. _ s-���T1wA�� � ALTERNATE N{�TES �JN SQ01 a --r-�- - -_____---- - _.�________________________a_ _� _� 1 � ,� z �--- -�— --�- � STEP BNVAL� � � � _ � � � � �� .�__ _.__ I � � � 1 � � � ( � I I � E `� '.0 i � `,�' `� - , � ' i I ( � STEP B/WAI.L � 1 e a o � M ' � �� i i � ' � ' i 1=tJUNDATION PLAN NOTES ..�... �: �...............� ' ..�..,...���,_.�..�......�.........�........,...............��..:. ....,..J c�. T � (... ..�a ._«..._,... �. .___.._.._.�_.�.,...._.._..,..�....._ .�...... t�..,.�,�..,�.._.L_ —� a �r ■o ��w ��w � w ' ___ ___-- -� ' i ' I I � B/WALL= �07' -6" � �ss, !-- --- _____ _ � � ' ____ _ _..------ -- ----- __ ...,.�.,.� ��_..__..,.....�........_,...��......` _,_.r,...,,._�....�... __ ......�...���....L.._� �...... � ....._,.1 ', � 1. SEE SO SERIES SHEETS FOR GENERAL NOTES ' � � �'�.�_.____. � T/MAT =79'-0" -- T/UVALI.= �09'- 1 1I2" STEP ; � � � 1 TIMAT=84"-0" ; SYMBOLS AND ABBREVIATI�NS. � T/WALL= 195'- 101I2" i 1'-0" ��_Q�� i�,_���-1-��' � � �EE5/5340 T/MAT , , , � � i �----------------------------------� 2. SEES3SERiCS �NEETSFORTYPICALCONCRETE r _ , � � T/WAL.L= 109'-4112" � � � � � DETAILS. � I '_° � ' I � � i i i E 3. SEE 5310 FOR TYPICAL �OOTIN.C'a DETAILS. ____ _i� � � _�____ _ ____ _ ____ _ ____ � O1 I 1 -- ' �� m � � m .v�_ ' _ ..�. � �u. mu.. � � T� _ � � __�___ .._ � cr� � 4. SEE 5313 FOR TYPiGAE� Ft�UNDATIaN WALL , � � ,I �_ ,� ( f_ „ , „ a ,� DETAILS AND SCHEDULE, , �—�" ��,_�„ � ��� � Ft�UNDATION PLA�I � � Q 1 Q E 13 11 � 6 � 1/2 � ��-�4 ��� � �'� �, SEE ARCH F4R T/STONE LEDGE ELEVATIONS � ' w/ MAT � � ,� '�, 6. 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SGREED GONCRETE?C} PROVIDE CONSTANT THICKNESS � ( h . G � {L1�32 � cn � f�' •� 6. SPACE BEAMS EQUAGLY BETWEEN CaRID �1NES UNLESS _ �. _ � _ � _ - - - - �,_ � _ � _ � _ � _ ____ _ _____ _ .� _ _.__ _ __._. _,� _ ____ _ �. _ A a � , i ��:.`�: �.�;; .. ,,:. � � I `�� DIMENSIONED�THERWISE. � l I I BEDROC�M �A}IR�C �, .� , , , , 7. TOP OF BEAM ELEUATI�N - BdTTOM OF METAL DECK UNLESS , , , ? °,�-, � I I I I NOTED C�THERWISE QN PLAN. I I ( ��� �L�}�� P��N � � � �r l� �:., 8. SEE S101 FOR FtJUNDATION PLAN NOTES m a- o c-� G?E�����111 ��I�E� � LE�E� �- 9. SEE��00 FC}R T1WAL.L AND T/WAL.L ELEVATi4NS a � � � �,' 10. S�E 5100 FQR FQUN(�ATfON DIMENSIQNS -" � c� t� �14„ = 1'_0" � � t� J t� ,..,'�. PLAN NUFtTN � L3,. tl.l LL. � � � � �' 1 2 3 4 5 6 7 8 � � c�� 13"-11"' 6'-81 i2" 15'-101/2" 21'-141/2" 26'-9" 6'_��� 16'_3�� ,�' � � � { , � r i i i � � � �!' �k��,�''� � I � � I ( ' � �'. (Cf � ____�` I I I 1 I I � � � � � I �2 � � � � � �. 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IM ��HS #5�,�` �� , � 9k � HS��Ox6x3/8 7k cn H�S�OxA�x9/4 � ' � °� �� PRQViDE TYP TR{M RE1NF PER 6 /S532 � _ � �x�� � ''� � `� , � p' NSST�1 s�oz �.� H�S1�x4x114 � � � �� �� H�� �� E i,� ���; � � � 5531 ' � t ;;. -• � '� , I ;fr . 5'-Q° 4'-2112" 4'-2112" 4"-2° 5'-0" 1'-5112�� � �v��= .t ' r,, c y �;��� 071�312014 � �„ ��_ � � fJH � a � z HS�10x4x114 s�� � SIM H�S1Qx4x114 Z � � o , s�a2 � s;. a r _ ,�� s�o� <-- s�oa " " �: M T va BEAM L � � �V � `�* ���������������r j� s�a� � u°� ' s = � 1"NORTH 15k � HSS14x�Ox1i2 H�54x4x1/4 10k � �� � � v� HS�6x6x3/8 � � , ,� r, ���'�����'����� ° N � c, 1 OP�N TREAD STAIR WITH STL — gp� W10x30 eT. = � �..,� / # .�C: �' _i 1UA ���� f: Y! T� �["`� T y �f 55�3 : �-- �- T- r-� �, � � �°' 1 STRINGERS SY STA{R SUPPLIER. � � � --�— ---�n � � �m � CONCRETE PAN STAIR WITH ST�EL � � ��� ��t r, r;. � . , `-' >� � �� ���� � � {rN�z� ��:�.�rt t� �t�:��`r°i t� :�»: " 47q �5.m f" s s 9k �`" HSS10x6x3/8 9k f �._�... _..._.,�.m_�dv.�_�v_ �_e�_^r�...... �..� e_.°e ___ _ � �_���.T.��,..__�v��_�__�T___s_�_�m_��_ _T_�s_.._���_.��_�__�___ s__m�m I GHANNEL STRlNGERS BY C�NTR. � ���.,��.�x��`�.� Ft�x x r�-`N °�`�` x �����,�.Tk�� ���,�,���� ____ _ ____ _ _ _ � _ _ SEE ARCN FOR ADC?NL INFO— _ _ _ _____ _ __._ _ .� _ � _ _ � _ T _ _ _ ____ ____ _ � _ - -+— - — - --- - -,— _ � _ _._._ � ,_ ��_ � _ � _ ____ _�. _ ____. � � , � � _ :�„ � � .x x .�c �c ____________________________ ___ ___ �____ � cn } � M � I SEE ARCH F�R ADDNL. IN�O � ° ,��.�' ,° �25�,.��:�TaE���,��,�C ,�, � � � 19k r- a' , `�'� W10x8$ �'� °' 20k � QH � '� 6Y?YA�,.IYYt"3t GA:JLY71qRL1TY��7Tii�� � 12 1 � I � sa���o.���SRa�r s�o2 � 5 � � HSS7x�x3i8 f � s�ao � ssas _ '° s5as � � � 7k HSS14x8x3/8 7k cw x � H �{�� � �,'a� d - � h" 5550 5313 � � � � � --.. �, �, H�S6x4x112 9k HSS14x6x3/8 9k � x � � , c� � s�z� �,_�„ ��, � BP1 `� � o T HANDRAIL 7 > � c� �"� � �.- .� � c, 12 SIM c„ T- s2�o � � �,y- � 5531 t-- T` � �' � � - � 5503 � �, � ""� � 2�k � 10x10� 2�k � ° t= I « F�SS�O�x318�FLAT�TREAD � � `�-' ,�-- -------------------------------------- ��� �; � � � x ,---_-- , � o � � � �a cr� rn r.�i � �+� `�' ( t!> �,r+y 9k HSS1�x6x3/8 9k � � TYP ^ _' � 7k HSS�Ox�x3C8 7k � ��:� _ � ' HSS14x6x9/2 „� � � � � sss� � � �-- -----_.._... ► ( - � � _ d _, - - --• s�as STRINGER "� c� � �� � � c� 5'-(}" 4'-4114" 4'-41/4" 4'-4114° �+�+ ----------------------------------_--------- --------------------_-___-__-__ i �...� , �'; � � cr� � � � �- $Mt liU��.`�@,���/��r I( � �.� ` ` y � 't �' '� V i r � � � � lwMi ��k � ° �? w � ,� , s OC, MAX � COL CL � "'� � � � � � � — w `'' 1.5VL3A s�s2 5531 �, ` � � � o � � HS510x6x3/� k I f ._.---------------- sss� 1"NORTH I"""—' � �> a 109'_9�� ' szao s � 14k HSS�Ox10x3/8 '� 10k � M5�6x6x1 f2 ,,,,,,� �*- .� � .—.--� HSS6x6x112 � °' s _ ____ _ _ I _ � _ � _ �' � B('1 � �. �,� �, -�. � --W1Qx12--1 �� — _ � _ _. _ .__ _ � _ _.._ _ __._ [� ,� � � � ss�a � �._..._._... N NSS7x5x5/16 �� � � � � �`1 � �- 55�2 ,,/��� , x � �- ,< < ___.__I � � � � i ssos �� � �' , ss�, ���-r�� �► � �, � 9k HSS10x6x3/8 9fc � � �, ,8k HSS10x8x3/$ 8k � __...__1 0 �. , �� � �, � � «� .,� � _ � �- s �� � � o0 8 � � � o � .",�;,;__. S550 � 5552 i � = I -.. �-- T° `'��- � o � _,`�.� � �.�� �r- 5532 � 5539 y� r.,, ' � � � � °° � �i- :,�. 8 � �"." —"..I � {2� LOCS �8k HS�10x8x3/8 8k 9k �� HSS10x6x3/8 9k� � HSS10)t2x3!$TREAD ,_� �.. �i , � � 5503 t ,,� �- W1 Cx12 ... ....� � ;.� � ss�a � � W10x�2 (; � : I �- q ! 'r � s o HS�6x6x1/2 i � i c�, ; ;�- � I�8k � HSS10x8x318 8k� DRAWN BY;3.0291.�KH �i '' ; ' s � ! � 9k HSS�Ox6x�I8� 9k � ss2� �� 5210 � �IATE: ��.��.�a�� i � ; � Ss�2 d• i � i .r �� � _ i i c°v 1 ° ° � r « j� 7 ( �i' i � REVlSlQNS: -� � � 5 � HSS5x5x114 c�n r`- i �' 1'-41/2° s��� ; � 7 ! S510 H S6x6x3 8 _.. � �-�. � 9 � � j _ ___._ _ _.�._. �! _ �... _ ____. _ ' ___�_ _ ____ _ �. _ � _ ____�v����� -- _ .� � I � _ _____ _ ____ _ PERMIT SETT 1�2.Q9.2013 � Q ' � � � ______________________ ______� BP3 � � 53�2 � i a� � �i � � i i S551 � r------------- ' � � � PERMITSETREViSlON 02.14.2014 � C--. �__ ____________________ ___ ___ __ ___�__��..,,,,�. .,.,, _ ��_ PRICINGSETREVlSION 02.14.2414 STEEL FL04R FRAMING PLAN N(?TES � z � _ __._ _ � _ ____ _ � _ .�_ _ � _ _ � _ � _ _ __._ _ .__. _ ___. _ .� — _ _ ___._ _ ._._._ � �i I HSS5x5x1/2 sTE��Pac�a���� as.��.ao�a � � 4 , , T , � , 1. SEE SO S�RIES SHEETS FOR GENERA�NOTES, QUALiTY , � �� , , � w `�' ' ASSURANCE NOTES, SYMB�LS AND ABBREVIATI4NS. � r� '1 Z t S51 Q ���M�fi sET R�v�s�o►v 07.43.2Q14 �u ¢ � 2. SEE S5 SERIES SHEETS FaR TYPICAL STEEL DETAILS. r� C� i H�S6x6X3/8 NSS5x5X9/4 � ' � � � i �i i i �. , HSS5x5x�i4 3. SEE 5530 FUR TYPICAL META�.DECK DETAILS AND SCHEDULE. � ; S0�6A �; I �' � BP1 3 BP1 f� ; 12 f S51 U 4, SEE 5500, S501 &5502 F4R TYPICAL STEE�CC}�INECTION � �, c�' i i ��;,�: s21Q ' � i i 5 s210 i � s�T� � , ; ; DETA{LS AND �CHEDULE. AT BEAMS THAT DO NOT HAVE A I ; I; S 3 1 4 �'f i REACTI4N NOTED ON PLAN, PROVIDE Gt�NNE�TI4N WITN I i �i I ( � � � <,� !, ; ' MINIMi3M CAPACITY OF 7k. ' ; I; ' � , N�S5x5x114 , , HSS5x5x114 � � f k � , 5. SCREED CONCRETE TO PROVIDE CONSTANT THICKNESS �°"'�"`�"`�., � ' ------------ �� I ( � ��s � BP3 12 / S51{� � o r � � �x,,;F � 0 6. SF�ACE BEAMS EQUALLY BETWEEN GRID LIN�S UNI.ESS _ � _ � _ ____ _ ____ _ _ _ _ _ ..__.._ _ �.. _ .� _ ___.4 _ ____ _ .__._. _,.__. _ � _ ____ _ ;.:..��u � � � � DIMENSIONED �THERWISE. .� � MAIN A /BEDRCJ{�M � .� , , , , 7. TOP 4F BEAM EL.EVATION = BflTTQM 4F META�. QECK UNLESS X���� � � ° Q Q I 1 I ,� I NOTED OTHERWISE QN PLAI�. I I I {B) FLQ{�R PLAN � -�-� � A� c p� c 8. SE� 5101 FQR F4UNDA i�N PLAN NOTES m °�- c� � ���IY � I�G������ Gl �GVEL ;�- 9. SEE 5100 F�R TNVALL AND TfWALL ELEVATIUNS o `� °- � "�<� 10. 5E�5100 �'OR Ft�UNDATIt�N DIMENSI�NS �, � r� 0 114" = 1'_0�� � t� C3 C� ,..��'+� PLAN NfJRTN � a. t.�..t n.. � �_s _____ _� � ___T � � � �' 1 2 3 4 5 6 7 8 � � �� 13'-1�" 6'-8112'" 15'-10112° 21'-10112" 26'-9" 6'_�,� 16�_3�� �, r � � , �,� �,�g�� i s � i i i i � � � I � � I � � ,��'*"'.' � i � � i � i i i � � � ,2 1 � ! I I I � �` � � � � s5�o ' � � � r � �, C � siM 4 � 5 c�Xs.2 a�4=_a°oc � � � � � � Q r � s M � � � S541 S503 ` �'' - � HSS5x5x3/16 (114'-11'"} ( I � � = ``' HSS1 Qx4x31�6 � � � � ���.� ; .�.,,,., � � � � _ __ _ _ . : W10x30(119'-1� 1i2") � - - — - � _ � _ ____ - — - ..�. _ ____ _ ____ - — - �. _ � _ — _ _.__ _ � �_ �..._.� � � _ � _ __ - --- - - - ------ - �, : I I , � � . � E 4'-Q"DEEP�MAX) HOT � s ; 's �� � ' � � ' ��� � r � 1 I I � � TUB. SEE ARCH HSS10x4x3/16 � E co .... �....... : '. S � � � ! $i-�" � ( � � � N r-�. i i i C,S� ' � I � '�+„�,w '+� X � =-' 8k ! HSS10x10x1f2 (119'-101f2"}� $k�,.� � � � d- o � 1 S210 � i i � « � � i x T' cs ��.��_.�.�..._.---� � _ _, _._...._. -� ° � o T' -'° , � I 5210 � � � c�r� NSS1�X4k3116 cr� �' r o I 1 i � , � u�.�... �- �E � � HSS5x5x3/16 � � � s.... � I 1 � �-- 2 �� HSS�x5x1i4 � � � i 1 s�os s � � BP1 BP1-OH � � �z s5�a ( �,.,,� ,� ' s5oz ° s��o � � 2 s�s� � � ss�z _ HSS5x5x1/4( 1�4'-7" � W14x77119'-101/2" 20k � � sss2 �,,� s�s� .�� �,, ) 3 / 5322 � � � I t � _ _ � _ _ _ - _ ---- _ -- _ --- _ _--=-_=__�_=- _- _ ____ _ _ _ _ __._. _ � _ ._ _ �. _ ____ _ _____ _ ____ _ � _ ____ _ ____ _ � �. - ; - _- ---_____ ________ � � _ _._._ _ ____ � _ ____.. _ � _ — _ , tt � _ T W�Ox45 � - - � W �19k � W14x2� � � /I 14k � 3-8 -. 7 v. TYPE A � �. HSS5x5x1/4 z- �- �- T- 9 / 5321 � � � � � � �s F-�- � � � � � Q 1 � � � �, �f r 12' 1 �5"I t} �- � `-- � � � � � � � r � � � � X ° 55Q4 � � � �< i i i j � ___._._ � 5503 <-- i i i i t � _�° � `— '�' � � � I � � t � c� (,!'} ,�„ � �i �� I I 2 I I t � _ -r`-• �.. n ( � �� �.."`"' -�<; I I � I I E i HSS10x4x311 9k �, W10x77(119 1Q 1/2 ) 9k 8k HSS10x10x1/2 �: �F_�r� q�_��� 4�_��� �,�_��� q,�_g�� 4�_4�� � I � s�5z � � � I .r...��. �w� t-�- _�..._..._..r..�,.__�___...�..._�o�. .._.��_�.� � i ( � ( � � � ca �, � � � � � SOG8A � �.. i Q o �. ,.-. E � - � e � i i i i o i r i i i i i I �a -' N r �w.w��r 'c� Lt-1 Ch X � _ t i i i i i � a —1 LL) r" �1' Q ,�; �.rJV{..�.�JV ! I I I i ^� � vr- X � � � � �i �:F I I f I I < <.n t� �+ � � c� M c'h ;��< � € � 5210 � t � i � �~ �� v� � �? � 8k HSS1Qx10x1/2 $k VARIES, SEE ARGH , , , , � tJ ct.� �... T-' � `�- �/���f{= `�2��-a{ i I i 3 i i i 5 � I , H S S1 0 x4 x 3/1 9 k � � z ``` W10x77(119'-101/2") �9k Q ` ,�, � � H S S 5 x 5 x 1/4 s s s 2 � -"""�'�' rza _� _.._�_ _..._...... v_. �.._�^ �� � � �;- $ � °...`° � �, m HSS�x5x1f4 i ( i 12 1 S5�0 i HSS5x5x1/4 ' c.L) � � 1a C? �< M M --. ,,.... X c`� cv =� °` � cv oo ,,r� c.� x x c� c� � BP3 j i i i i � BP4 SIM ,; �; � ,� �.._ �, SPA�ER PL 4N �-- � �' ° x � �- t- �a �-- � � t- `�' °�° � � � � TIBM, SEE 14 1 S531 � 8k HS�10x10x1i2 $k �� �, � ° � _� _ __._. _ ..�. � _ � _ � _ _ _____ _ ____ _ _ .____ _ � _ � _ _ ____ _ � �� �;: ,� R�'�J 't"';� 'r� � `� � X � � c� �: � � c� c� � ��''`', ��"� N � "� ��J�'� � K � � � Cf� {!� z'- �— � � n � t� � I �`v�: �. �.`2 ' � = r- F „ � - � sz�� � � _ _ � �0 3 5-01/4 X N - a s2�o =�� ��� }�/y�}�� � _ a, �,� � � !!�����yV��`' ,c� � � � � � � d H551Ux4x3/� 9k = �-�- W10x77{119-10 �I2 } 9k �- � � � � s SIM — --- .�. ^..' � u� � ~��AI!V Y �. �� � i _._. ..._....._...,�.�._�...........�_�._.. a...._.._._�.�.. .� � �`w" E SrJ32 � � � � ;-'e� � ^� �: � _.._. •. � � ,--.. � � _ d' _ _ , .�y � �; � 7 �, c DO N{�T R�Mt�VE DECK UNTIL ( � HS�10x1(}x112 8k ��� � � � � `�" '_ �� � � g c, ��� � �� � ����` `�.� � a � T" CQNCR�TE HAS REACH�D 75°/ Pc. � � � <� 8k �: � H��10x4x1/4 �126 51/2 } s3�2 , �� �'�����, ;; .. TYPE B sso4 x c� � c� ,,s, s�4� ° � PROVIQ�TRfM RE1NF FQR 4PENING � ,�, _ ,; � -' � °° ' ;',��:,�� .�.. � u' �' ° " �� TYP � � ���: � � , HS�S5x5x114 ��07/03/2014 , � 14 C�R LESS PER 5 / 5531 � _ � �,: HSS10x4x3i16 �,, _ � � �� � -,... „ �: � , �, � HS510x4x311 9k � i .+� W1 Qx77{119-101/2 ) T��_ 9k �' X 2 (126-5112 ) � � 12 / 551 U c.o � i `� x � � �r � � � 12 X � �7 TYPE A �, �,� � {° �< �o � �������A����`C��`���� � g S503 �E � ° � � s�o� � s _ � .� � � � � sss� 15k � NSS10x10x1/2(126'-51I2"') 1�k � , ���'�'������(��� � s5�2 �° "` s5a2 H5S5x5x5/16 �r 1�V10x30 � _ r- r T- T � _ _ o c`�n' ..� � W10x45 29k ►�- W10x112 29k � � .� i � � _ � W10x88 {119`-101i2'"} rt _ 33k , � 3� �. ��`���� ���'���� �..,,..., � � TYP @ H�S ; �.��.��.��.,� � .�..._°� � _e. .....�.v. _ _ � _ �. ._ _ s �__m._ ._ ..�.._ '_ ..�_ _ � .� � � �. e � _ r f � ���.��.m,..n..�.... _ 3 O£7@'�tSU£..'fi'dt3G EPi�G:ih3GER.� � s�oz Ta Hss ' � } _ s _ ____ _ � _ � _ � _ _._._ _ _._._ __ � _ e - �. _ - --- - - - - _ _ �. _ � � � --�`�A � � � '. � � �,�._� ';�� ` N � � d' ��� i � L e„`�-_, e�vr�sr<r��.�r�w�anr��t�3z 9 � � � `� S1M � 2 � �` �� �e � °����"��fIK$TREET I.INIT� 4$E1 � 2 HSS5x5x�116 HSS5x5x5J16 � s `�' .t�t c �+�1n ( tG �� �� � J ULQU �i IC� � rnx 97A.26�860� s�o3 � (2) LUCS s�o� i � � � s�os � � ss�a ss�z ._....... � � � "' g 5532 � S321 8503 �y �Rw��F "� ��� r �� ��_��� ��� ' � � ` X H�S10x4x�/4 ssso S532 � � �26'-412" � ° s210 I � I n � HSS10x4x1f4 NSS24x4 TRELLIS c�, W10x3U ( / ) � � i I I � � 1 " BEAMS, SEE 5105 � �` --{ .._. .__..._....._.,�� ^��.v _....i......_._�v-_. '� �' 5532 � � � � � GLASS LANDING HSS1Qx4x1/4 = �_ f� 6 � 3 � � ° ' AND RAIL.ING BY SUPPLIER � �o �� � 1 � ( � 1 H�S10x2x3/8 TREAD (FLAT) s2oo MSS1 4x3/16 ��� ,,� f s�aa s�s� � i � i �.... �� i � � � � HSS10�x3/8(FLAT)TREAD ._� �'.....1� I � 6k � M��10x8x318(126"-5112"} ,�,,� � �.,�.'"�..,�,� � ',�',� � � � � 1, ,� HSS14x6x1/2 �.__ .......,._..�, �����r���r�.,. �.,.�„�,,... � � 1 . HSS14x6 STRINGER STRINGER. ' °`'` '�' � ,�.� ...� �,� .�-_, ,� � � � I � s� ° �� � .�,� a........ 7 .,,� ,... 6 �'.'. � '�a «�C i i i ° 5541 �""�.: ..� 5531 � = 12 � � '+� .. .. i i i S204 3 � � � i 5503 5502 � � � � _ �v _ 14k ._���_. _. W10x30(126'-4�1/2"} ._'_._. _. Y_ _ �,�„� '�,"" � � � � � � U� � � � � � � � b- o �; o � SPAC�R PL 4N `t�- � � � � � � � � r' � > �, T/BM. SEE 10 / 5531 �' � u`''�'.,� � � � � � � � �"? c� .�' -r t�t.,- I I � I � ( � � ,_ r, ,�..... � `.y� � � 9k � HSS�Ox8x318(126 51/2 ) 9k �' �c� � � � ( 5550 c`�y ".� � � �m"� cr� � ' _ _'°, � �"���J� �X���� I I I I w-- I °° �� X - E � � � � =� �� � o � � x T—� �-- �n � � � � � � 9k ( HSS14x8x3i8{126"-51/2"� 9k �� _ ,� Q. ' � PR{JJECT. 13.tJ2�1.S.01 � � � I ( ss52 DO NOT REM�VE DECK UNTiL DRAWN BY: KH � ' ' ' ' �.n �UNCRETE HAS REAGHED 75%f�, NSS1 4X3116 DATE: 09.09.2013 c�i � 52�0 o PRQVIDE TRIM REINF FOR C)PENING �? � � , � � 4° 7 � ""10"(3R LESS"' PER � I 553�1 TYP `�' a � ( R ( � � (1E V�SIV�S. � � ' � � � 2 �' 12k � �� W10x30(fi26'-4 �/2'"} ^� .^ �" PRic�r��sET o�.as.2o�s ° ( � ` _ � _ �. _ --�V1110x30,�� � � � PERM1T SE7 92.09.2013 � ° � � � � s��� (126'-51i2"} �, �E��n��r sET REVisio�v az.��.2a�4 c.ta i- -- -••••• •••-••--,-•••�•••-••---••-••••«---- - PRICINGSETREV(SION 02.14.2014 ... � � � _ �_.. _ � _ �___. _ ._.� _ n _ _�___ _ ____. _ �. _ �_. _ � _�- _ � _ � _ � _'r _ _ �. _ __._ _ � _ __._ _ ____ _ ____ _ — _ - — - — - — - � 1 '� STEEL PACKAGE#1 06.13.2Q14 � � � Z � i � � � � 5531 � i� Q � f � X I 7IC HSS'1 OX�X3/S �� PERMIT SET REVlSIQN 07A3.2014 c� c� � � e $ ' STEEL FLOt3R FRAMING PLAN NC?TES N � co �t I � � � 1. SEE SO SERIES SHEETS FOR GENERAL NQTES, QUALITY ASSURANCE NaTES, SYMBOLS AND � � � = - � , , � s�5� s��o � ABBREVIATIQNS. � � s s2�o � X �r � � 2. SEE S5 SEF�IES SHEETS�C}R TYPICAL STEEL DETAiLS. � � ° r- � , , , , 3. SEE 5530 FOR TYP{CAL, �v1ET'Al.DECK DETAILS AND SCHEDULE. � , = s�oz �- c�r� � ( � N4T HAVE A REACTlON NOTED t�N P IV�PROU D�E CONNE�CTIflN WITH M�INfM M CAPACATT�B�Mk TNAT D4 HSS12x6x1/2 ( c,�r� o��' � �` �1 ' 5. SCREED CC�NCR�TE TO PROVIDE CONSTANT THIGKNES� _ ..____ _ �.. _ _ ____.. _ � _ .� _ � _ � _ ____ _ _._._ _ .�_ _,�_._ _ _._. _ ____ _ � I I 6. SPACE BEAMS EQUALLY BETWEEN GR1D LINES UNI.ESS DiMENSIQNED QTHERWISE. � ( MA�TER �A)lMAIN {B} � r� z ' ' ' ' 7. TQP 4F BEAM ELEVRTI�N = BOTTC}M OF METAL DECK UNLESS NOTED QTHERWISE �N PLAN. ` � � FLC��R PLAN m � � I l I ,� I 8. SEE S101 FC1R FOUNDATiON PLAN NC7TES I I { � c t- �Y1��7T�� ���I���� �G7� LGV�� �, 9. SEE 5100 FOR TJWAL.L AND TNVALL ELEVATIONS m �- o c.� � � !� �°�:;�, 'IQ. SE�S1Q0 FC}R F{7UNDATlON DfMENSlt�N� p' Z � 0 114'� = 1'_(?'� � � � � *� PLAN NC3RTH � r� wc�.. �____��__. ____ _____ ___— _ _�T— �� _�._��__ _ � � _____. � _____- _._ _.__ — � � � c �' 1 2 3 4 � 6 7 8 � � �� 13'-11" G'-81/2" 15'-�01/2" 21`-10 9i2" 26�_9,� 6�-0" 16'-3" � � i � ,��_��� i �,_�,� i �,� i i i i e•*� � � � I I � � � i i � i � i i i � � � � I � � i ( � � N � t i i i i i i �„„a � � � � � AT HSS GIRT i � i ( � � cv ; , � s�o3 �� H�S5x5x114 , , � � � � , � � m � � HSS5�c5x51�6 (128'-1"} � szoo � � � ( �� ..� � •---� i i i i +� � � H _ � _ ____ _ _ � _ � _ � _ � _ � _ � _ __._. _ � _ _� _ ___._ _ � � W18x35 { t.; ' I E�29k�f � � �" _ _____ _ s _ — _ � _ ____ _ � _ ____ - - - � _ ____ _ _� _ � _ � � I �a � � I 1 QO � OQ � � ' � 1 I I wrwwiWrr�i e � � �- _ .._...... T-- , 1 � � I � I �, � � � � ( � i { i ! ' i i I i I � � ( � � � � i � ���7�1(?�! 4�'�t I�s1�� 4��71t)�� ���7l��r ���7�Ur� ( ��� � �« r- � s _.._........_. � � o � ( 1 S210 �.,i-�- � .,..,,,, � � � � �� � S210 � �,s � ! 1 t 1 � �� , � TYP A , � TYP a�7 � , z SIM �,,�; � � � � � � AT HIGH � v° 3 ss2z � 2 � �� s�oa TRELL S SM I RELLIS s�oa ` s5o� �� � � ............. I 1 I I s s a s G I R D E R E E �c n s s2 2 ' s5sz s 5 5� T U C 0� � t� ,� � ( 5551 � i � � ,�,� � � H�S'��X4X�/� � � � � 5503 c� ��,, I � ; HSS10x6x3i8 W10x30 �.. HSS10x4x3/16 I H5S20x4x51�6 , �„ � � _ � _ � _ � _ ..� _ � _ �. _ � _ _.._ _ s _ ____ _ _,_.. _ .� _ _____ _ _ � _ _____ _ _ � � � ; � � �� _ ____. _ ._...� _ � � � ; � � �� 1� {LQUV} ��.� i � ( 140 -81/2 } � � � � � - � i . i i 11 .......... HSS5x5x1�4 � � � � S504 `�' �� i ' � : cxa ,-. � N i .����r� � � ` ` � _ 5532 et- � i i : '.n � '.c� "' _ _ _ _ ...., p , ,r. cs> ,—. ts� ,--., c�+ .--.. cQ .---�. �> s541 �UU10x33,.,� � to `�-- ��16k `�— W1 t7x88 16k � «� � � ° � ° �+ ~ c� ° <v �,,:. i i HSS�Ox6x31 - `� ;,�',y ' • <-- x x , , u-� ,.. �n _.. u7 �.. � ....,. ! 4 i ��� � -� � � � o '� c '`� o � ar � { HSS5x5x114 � �; +��� ° z � z � � =- � o �, o u � n � � * , i t G � � cn ,� � �r �r �- �a- � 12k HSS1�x�x3/8 �'' 12k t � cn t- cn .� cn =-- v� .�- �n .�, I � ,. .<..._.__..� � � i � � = 5552 � I = .� Z � �C �...... _ ._, o> �C � X '� I E 1 `'� �ww�w� `^�" O O � I i I � � � � � i ¢ .�y. 5�',��t $�`����{ ���`��{C z � 1/Il'��X�� ��k 5210 � C,� r- CiE)��.����-�.}n ��i �.,���.�rJ `�' I �.t7 W � - F--{ Q � Vn. 3 I � i M� i � � �� � W i� � � � i > �. 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SEE 50 SERIES SHEETS FQR GENERAL NaTES, SYMBOL.S AND ABBREVIATIONS. � � ' � i i � ' 2. SEE S5 SERIES SHEETS FOR TYFICAL STEEL DETAILS. � _ � � � � � I � I i � 4. SEE S500, �01 &5502 FOR Tl'P CAL STEEL� CO N�EGTION DETAILS AND SCHEDULE. AT BEAMS THAT HSS10x6x318 � I ° ' ' ' ' DQ N�T HAVE A REACTIC3N NOTED ON PLAN, PRQVIDE CONNECTION WITN MINIMUM CAPACITY 4F 7k, _ � _ _____ _ ___._ _ � _ ____ _ ___. _ � _ __._. _ ____ _,_._. _ ____ _ � _ � � � � � ( 5. SCREED CC}NGRETE Tt� PROV(DE CONSTANT THICKNESS w - - - - � � � � °�- � I � � C 7. TOP tJF B AM�EL�VATION �OTTOM C1DME A� DEGK UNL�SS N{�TED UT E WiSE t�N PLAN. 1 ( I HIGH Rt�t�F PLAN � c s-- (�" c c�` �` 8. AT CUNNECT(QNS NQTEa THUS:�--- PROVIDE SINGI.E PLATE�t�NNEGTlQN WITH MAX#(�F �OLTS, _� � ° � �� `"'''� ���r �G v �� �"��. STD HOLES IN PLATE AND BEAM WEB AND SC BOL.TS. 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PERMIT SET REVISION q7.03.2d14 Z a C� � W d GG1 C� SHEAR VVALL ELEVATIt�N '� ����� - ��_��, � � � � � � �HEAR WALL � ° Q ELEVATIC}N � �; � _a ; ° � � � c� � � � � � � � 1ST PQUR 2ND POUR � �i 1 �/2�� � �� � �.. � � cn c� � W � � � � � � CC}NCRETE CiJVER L.AP S�LICE AND �}EVEI.QPMENT LENGTN SCHEDULE {INCHE�} � � � � � CASE C#�VER(IN) F'c=3,000 PSI THRU 3,500 PSI F"c=4,000 PSI F'c=5,000 PSi c� �- Q, � � GOLUMNS � ��2 BAR SIZ� SAR SIZE CC3MP TENSI{�N COMP TENSION COMP TENSION * � Ct�NT I�EY, TYP ° —�. w� Gt7NCRETE PLAGED AGAINST EARTH 3 {I�!-LB) (METRIC) � � �, LTE LTE LT� LTS LTE LTE LTS I-TS LTE LTE L.TS LT5 � LCE LCS �-dH TOP tJTHER TOP OTHER �CE LC� L.DH T(3P OTHER TC7P OTHER �-�� LGS LDH TOP �TH�R TQP UTHER ���� - -� ,�,� =� CONGRETE PLACED IN FORMS, EXPdSED TQ WEATHER UR EARTH 2 .,,.,.� o � #3 #90 8 12 6 21 16 28 21 8 12 6 �$ 14 24 18 8 12 6 17 13 22 17 �` ° SLABS QR WALLS NOT EXPO�ED TO EARTH C?R WEATHER 1 '� � T� ��„ #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 �0 36 27 46 36 12 19 $ 31 24 40 31 11 19 7 28 21 36 28 � �.,�,. 1 1/2" #6 #�9 16 23 92 43 33 56 43 �4 23 10 37 z8 48 37 14 2� 9 33 25 43 33 ,,,�„ »� EDGES MAY�� #7 #22 19 26 13 62 48 81 62 17 26 12 54 42 70 54 16 26 10 48 37 63 48 �� �" ANGLED AT '� � CC?NTR`� C?PTION ~"�°� � #8 #25 22 30 15 71 55 93 71 19 30 13 62 47 80 62 18 30 12 55 42 72 55 � � � � #9 #29 25 34 1T 80 62 105 80 21 34 15 70 54 91 74 2Q 34 13 62 48 81 62 �� � � "'' #10 #32 28 38 19 9� 70 118 90 24 38 17 7$ 60 142 78 23 38 15 70 54 �31 70 � � #19 #36 31 �2 22 100 77 131 100 27 42 19 87 67 113 87 25 42 17 78 60 101 7$ � � � � T� �6" �` � � � � � , 4d GENERAL Nt}TES: -��� � � ��� M�� 1. '�CE' = GQMPRES�IC}N EMBEDNIENT LENGTH, 'LGS' =COMPRESSION LAP SPLICE LENGTH, 'L.TE' =TENSIaN EMBEDMENT LENGTH, "� � A .�, �'� � �'� 'LTS' =TENSION LAP SPLICE LEN�TH, 'LDH' = HO(?K QEVEL4PMENT I�ENGTH � 2. 'TC}P' BARS ARE MORIZC}NTAL BARS PI..ACED SUCH TNAT M(�RE THAN 12 lN. UF FRESH CONCRETE IS CAST BELt�W THE BAR �' 3. ALL BARS THAT ARE NOT'TOP' BARS ARE'4THER' BARS � � �Q ��A�-� TYP ��YEC� �QN�T J1� GEC�M ETRY �- '� � 4. UNLESS NC?TED flTHERWISE, ALL HOOK BARS SHALL EXTEND TO TNE FAR FACE(LESS 2"C�VER} ���� 90° HOQK 18Q° HQ(3K LAP'SPLICE NC}TES: ������RA��������G��� 1. ALL SPL(CES�HALL BE WIR�D 1N G{�NTACT AND STACKED VERTICALLY 2. ALL SPLlCES ARE'LTS' UNLESS NC?TED OTHERWISE �d 3, SMALLER BAR LP,P LENGTH SHAL.L BE U�ED WHEN SPLIGING DIFFERENT SEZED BARS 4!' �j� 4. LAP LENGTMS SPECIFi�ALLY DETAILED ON DRAWINGS�HALL GC}VERN IN UEU flF LAP LENGTMS�CMEDULED <�.: �`' '"� � Cy`� Q�" 5. BUNOLED BAR SP�ICES: .:.' �,�''�"�����'1`�y�.. A. INDIV[DUAL BAR�PLI�ES WITHIN THE RUNDI.E SHALL BE STAGGERED ��'�:��'�'�` �`'��`�:�,� �; cQ�.��' � B. I.NCREASE LAP LENGTH 20°lo FOR A 3 BAR BUNQLE • ����� ` � � ,� � 1 ��m�-l�-J_ C. INGREASE LAP LENGTH 33% FOR A 4 BAR BUN�LE � ?..; ��,;: 6. IF A Nt�TE CR DETAIL CALLS�OR A BAR TQ BE EMBEDDED Ld (DEVEL�PMENT LENG7H) INTa CONCRETE, THIS LENGTH SNALL CORRESPOND T�A'LTE" LAP �.�'�° ;�' .=f„Fj �:` �� _ . 90� HOC1K 1�5° HOt}K MAX OFFSET BEND ADJUSTMENTS TO GIVEN L,AP �,ENGTNS: �`'``� ,��4 "� .;�`" , ' STIRRU S�ONLY TIE OR S�T IRRUP 1. IF REINFORCIN� !S SPECIFIED AS EPDXY CC}ATED, INCREASE SCNEDULED LAP LENGTHS BY 50% 07/03I2014 2. SCHEDULED LAP LENGTH�AS�UME; � �, A. CLEAR C4VER IS GREATER THAN BAR DIAMETER, BUT N�T LESS THAN 3l4" NOTES; D1 D2 B. CLEAR SPACING BETWEEN BARS 15 GREATER THAN 2 BAR DIAMETERS �������������'��(`�,�� 1. ALL B�NDS �HALL BE MAQE�OLD �-� �� w�-�� �4d G. IF EITHER CONDITIQN A aR B IS NOT MET FOR A GIVEN BAR, INCREASE LENGTHS BY 50°/a ���������`���� 2. #14&#18 BARS SHAL�BE BEND TESTED #9-#11 8d #6-#8 6d 3. �PLIG�LENGTHS N4TED SASED aN Fy=�0,000 PSI. FQR QTHER YIELD STRENGTHS, MUL,TIPLY SPLIGE GENGTHS NOTED BY Fy/6Q,000 &LAB APPROVED PRI4R Tfl BEND[NG #9-#11 8d .�����«� H�QK EM�EDMENT N4TES: ����t� ������� � ����u�.�-���. ���,����:� 1, SCHEDULEC� HOOK EMB�DMENT LENGTNS ASSUME: ��< > � `�� ����� f{ zaS t.t,wh�rR�Er,ttn�rT G i�i A. SlDE COVER IS 21/2 INGHES OR GREATER ��V"�`��'��"��`�`�g'��x ���.���,���� 8. COVER BEYQND IS 2 IN�HES OR GREATER ��X�"'.��6`6"°� TYPICAL REINF4RC[NG BENDS 2. !F REINF4RCING IS SPECIFIED AS EP4XY COATED, INCREASE SCHEDULED LAP LENGTHS BY 20°10 � 3. 1F SiDE COVER IS LES�THAN 21121NCHES, iNGREASE L.ENGTHS BY 40°l0 � ."r� �; � � � � � � � � 3"� � � � � � � � � � � � � � � � � � � �, No sc��E REINFCJRC[�1G DEVE�C�PMENT, PL.AGEME�(�T, AND BEh1D INFC� �a� � � � �► � � . �ESSER OF: L.TS+ 18", TYP � � � 1 LDH 2"CLR TO REIN�, 12 MAX W �` 2} FAR FACE OF CUNC LE�S 2° � TYP EW � 3�_0" MAX ADD 1/2 �IUMBER�F BARS IN1'ERRUPTED BY C�PNG Pl.US 1, �PACE AT 3"UC STANDARD Ht?(3K � ii � NOTE� � ii � PR{�JECT: 13.02��1.�.�� � � �� ,�. DRAWN BY: KH �� ifj , _—__$______=_°=_________��_____== t-- „� c� AL1GN PEN S �i � � � DATE: 09.Q9.2013 � VERTICALLY �� o � � ;; � � � i`�i �` REVISI�NS: AT BEAM aR WALL FAGE � „ (C�} - c� �d � � � i� ��i � w f 1 � PRICING SET .q 09.09.2013 � �'�' u `� PERMIT SET �12.09.2013 � � i` f � PERMIT SET REVISI�N 02.14.2014 t� C— i� � �, = PRIGCNG SE7 REVISION 02.14.2094 � z LTS LTS UN4 ��A�� �� PERMIT SET REVISiON o7.os.zo�� � � w DETAf�SIMILAR � n � NOTE 1 FaR CIRCULAR 4PENINGS NOTES: 1. GREATER OF 2xD AND 12", WNERE CL.EAR DISTANCE IS NOT ACHIEVABLE, TREAT AREA AS SING�.E�PENING REINFOR�ED PER"TYPICAL t7PEh]ING'" DETAIL 2. Dt�NUT CUT REBAR AT PENETRATIQNS LOCS. REBAR MAY BE M4VED 8" MAX TtJ NnTES; � � FORM SAVER AGCaMMODATE I'ENETRATIt�NS 1. DETAIL A�PLfES UNLESS REINF IS SPECIFIGALLY DETAIL.ED C7N TNE� DRAWING� e� � � TYPICAL „ TYP CUNCRETE � ¢ �aT o��ra�r��s �z o��.�ss TYPICAL OPE�VfNG DETAILS � o � c� c� <c � � � � Q 1-- Q � � W � � � � � NCJ ��A�E TYP FC�RM�AVER � r�a sca�� TYP �IP W�LL P�NETRATIC}NS � � ° � � � � , , , , '> � � � � , , � � i i S321 �,�j t.,� #4 TIES p(�,712°, � - -� ¢ � u� (2)AT TOP c�3" : ' � � ' � "' �`` � ' ' � u�'a 1ST POUR 2ND POUR ,� � ; STRIP FQOTING SCHEDU�E ���� � � � i � - - � � ' ; - - --- - - - - — - - - MARK FO�TING SIZE LONGiTUDINAI� TRANSVERSE REMARKS �, � � �'1FTG, �EE PLAN — i ; LTS W x T REINF REINF � � � c°'v i i LTE LTE SF1 3'-0°x 12" t3}#5 #5@18" _ ` � � ° ,— _.__ I e ____ ��� � � =, SF2 6�_�'�x 12" (6)#5 #5 a�12 � � ° � �+ t�, (4}#5 EV1� � c� 2"CLR � � � SF3 6'_Q,�x 14" (6}#5 #6�12 - ���� �"�'' ,.,� MATGH S1ZE ANQ r;� � � NUMBER QF FTG �°"�" �___-_�= � i-�-� �==�=_� I 1=f � ===I��=� E ( _ ,c� (4}#6 VERT BQT BARS �� '�" � I ` �� � r i i � � i �a i i i � I e i i � � � �i��� i i� � � � � t � � r ( e i i� � � Z � a --�-�-- � VED ���GLR o o , �.� � � �PPRQ BRG MAT�, �EE , �� DQWELS TO J ' ' � � EARTHtNORK 4 � MATCN VERT � �P�� {���) REINF � � � ca � � v � � � �0 ssoa ""�"�•� � � ELEVAT1t�N VIEW LTS Q�CONT "�" �`���THRU �04TING �► �����r� "� � ;� ���" = ��o" EXT CUL. AT FTG ,�,�� No �c��.� �;PREAC? FC�Q�IN� NUTE 2 60'-0° MAX ' ��`;:.` �� � ���� ,: ;v� �� �r.: �� . +�°�,��,�,�'� L`�r�',� _� � � ,•� � k�.. Q �" ; �+���� ry _ � o �TS AT ALL BAR SPLICES :� f. ,°,�` S�E PL�N � � PLAN AT�C}UTING INTERSECTIUNS ~�'�:`K�:�` - , r;�=' � ,� �� �'�' � � � .; � � 4 #t�xCC7NT � TfFTG, SEE PLAN SEE N4TE 1 07f0�f2014 � �� NOTE 2 2'-0" '� LONGITUDfNAL TOP REINF IF #�x� @��" --�� REINF NOTED IN �CMEa s C�KFI�d�����C��T�����C �'_�" � - _ ° TRANSVERSE . . . . ���������°���� #5 a�12" EW, T&B . � � A REINF . . . . �. t�A�°7°1 N 1 Y�i#�#�"i"1 i�i � �4�`��'� 4� tt��� ". G'C]3i1�W8.Tfi�NG�. �PD.t"a��:tt+I�E�33.� � -( � °--^°� � (-� i (-� I ( � a �,.' . . .. ______ .� LL ��N� 225 bNA.lhs 9TREET.UNI7 LY Y�:�'1 ' ��I � ��� ( '�I ' I�' I ( .�..� �uvrr.�kra� ca:�uaRanssu g"�£a3z APPR4V�D BRG - ���`�y����r .�..._ Fnx''�.170.926�.6i3�C7?. � MATL, SEE 3'�CLR EARTHWORK re S��l� �Y � � $ MIN NOTE�: � 1. SUBMIT LOCATIONS OF GONST JTS FQR REVIEW PRI{�R TO GQNSTRUCT{�N NOTES: � 1. CLEAN SURFACE AND REM4VE L.AITANCE. UUET SURFAGE AND REMGVE STANDIN� �� � 2. L4CATE CONST JTS AT LEAST 5`-0" FROM PI�ASTERS AND CORNERS, AT GR BEAMS, � JT SHALL BE IN MIDDLE THIRD 4F SPAN WATER IMMEDIATELY PRIOR TO PLACING CC}NC ��� °� 2. SEE � FOR P4UR L,ENGTH LIMlTS AND CONTRC?L JOINT DETAILS. � c� ss�o „'� � � � � � � � � � � � ��,�, ..�,,,` ,� � � � NO SCALE TYP ELEVATt�R PIT CJN C�RADE � NQ SCALE TYP STRIP FC�C�}TIN� CtJ(�ST JT � NQ SCALE TYP �TRIP �'QtJTIN� �,,,� � � � � � � 3"CLR � � #5 DWLi, SPACING 70 SEE PLAN MATCH VERT BARS � -- LTS �TS L7S+2'-0"' WH�RE DWL.S CTR �� � TYPUNO (� J I I I r U � ALTERNATE HOC�K cL �� PRC7JECT: 13.0�91.5.0� � DlF��CTIIJN �' 1NALL DRAWN BY: KH DWL.S � �t _��_� T1FTG DATE: Q9.092013 cc�i c, WA�.L dQWELS-SlN�LE LAYER i � {INSIDE FACE SNC7WN} "' � REVISIONS: � � � PRICING�ET o�.as.2o�s -�-. �,.� c� PERMlT SET 12.09.2013 � � � PERM{T SET REVISIQN 02.14.2014 a�C Z 4°��R �°��� --- = PRICING SET REVISION 02.14.2094 t.0 � STEEL PACKAGE#1 06.13.2014 � �- cr� PERMIT SET REVlSION 07.03.2014 � ¢ #5 DWLS, SPACING TC? ~'i � t– r� c, MATGH VERT BAR� � MATCH SIZE AN� NUMBER OF FTG LQNG BARS � �' � ° � WALL D4WELS EAGH FACE --��, T � Q ���-o°���> TYP FOOTING ° � � �. � � DETAIL.� � � � a � ° � �' � rxo � NO SCALE T`�(F� B�'MT WALL ON �TRIP` F�t�TING �i �vo sc��.E TYP �II�C�L� `�TEP AT WA��. FCJC�TINt� � � � � � .� � WATERST4P. � SEE ARCH c�� � r-- � � WATERPROOFING � � � WALL ST�.P SEE PLAN SEE ARCH � � � ""�` � � f==1 1 1 � � � � � �► - - - - - - #������ oc �w, To� � , ,� � � � � � � , , � � � , �� .� � -�- .—___ „� � a — � #4@12" 4C � .�- � � � t> — ---' — � �I �� -� � - �=1 �=� 1 � _._--) � �- ^ ,����� � � -��� ,E��— I I C—I I I -I ° � � 3'_0�� • � �"' � � ' #4x� a�12"OC . � � � � _ _ _ _ _ _ • u • • w ""� � � � 1'-6" � � 3 #6@12"OC EW, BaT � S31a "F �"""` � � � DWLS TO MATCH TYP FTG REINF. � � MUD SLAB AS ���.� � CC7NTR C}PTIC�N FORMSAVERS REQUIRED � �EE PLAN � . ,� NO SCR�E MAT FND �TEP TQ TYP 1Nll��L FCaUTING � N4 SCAL.E TYP MAT FC}UNDATIC)N ,�,�a„� 2"CLR 12 /---- #6 a�712"UC NORIZ sssa a�STEP, TYP 4 ��`!> —� � S i I �y� ���,f� � +� /^� ppp�+ • �T��y, I I '� �� afi,;A7 f'.",,h F: � — ! � ���G#r �1✓�`D/'1I1�7 ,, t��' ��t� ''�� y I =� � � � r ��`7��,� -��. �� E (_ � � • , . ' tr�� ����� c�- I I #5 a�,712"aC EVIt. I '�' . � ,�� • ,. :" ,��,�� ��,. . ��!i I �TF�1�!IN�,L�. � �.T� . , I I � �� �'�� �,� ��� ��� FW4 SEE --`�'� I I . 07/03/2014 , 2fS312 I I ( P40L BY �N � SUPPLIER �_' �K(�����A�C�����`�,�� I � ���Y�l������� ( WATER�TOP, I ! SEE ARCH ��,��r� �r����r�� � .— � �.. — � �' — — ` — ` y — � ° M � �� .� � ����� �� � rk�` C�'1�1'FaWB.'i'ENG £t3C.+��1T'dEEiia 6 ' ��� � — '� �;,� 225 t?1Atia 9TREET.UN4T� Y:�Ft S310 �. v � � �. � e. _ � � — �'����,�_ _ e �� � --�— �) � � .�� Iv �uvrr:eer*�.az+i.x5tynuex a����a � 9'YCI:.�:L�.rLrE7.�f Y - I=I I 1=I I I= 9�' �� ��x���.���.���Q . � � , , � � � � ' 3'-0'"M1�I � � � ( � � � � � � � � t ,�,� � � � _ _ � �� � LTS ��_�_� #�Gc�12'"Z-BAR �� �,' '� � � #6 a�12"OC EW, TYP �,, �. T&B TYP ��,,, � � � � NO SCAL� MAT FND �T�P AT GF�ID 2 �� � � � � �� � � �" � 8"GONC WALL, SEE 1 / �2�11 EXTEND VERT REINF LTS INTU MAT. NQ 1NALL AT SIM . �a�12" OC HORIZ � @ STEP, TYP " � Q- � _� � � LTS PR(7JECT: 13.C1291.5�.03 � • QRAW�I BY: KH � #6 t"�i}12" OC Z-BARS DATE: 03128/14 � � o t #4 a(�,712"Z-BAR REVI�i(�NS: � � � PERMIT SET REVISlON -07A3.2014 � �EE MAT FOUNDATIC�N -�-�� � � ALTERNATE N�TES CJN S�01 #���2"oc �w, �,Q�-�, _����_-�-,;,- � � -rs���rp � � - � � ���, 1� � � � Q ��_a�� �i� � n WATERSTOP. SEE ARGH � L.T� �, � TYP � � TYP MAT FND � ° � �. � � �ETAIL� � Q h Q CJ �- L�Lt � � � Q � � �, � �10 SCALE TYP MAT F�JD �TEP � � � � �, t SEE PLAN � � 2"�LR 1"CLR � LTS 4R GC�NT, TYP �� OUTSIDE FACE (SQIL � _ s � _� � � _ � . — � ' — — ' I � �� SIQE) _ ' _ � I ' ' � � i� �— — _-- ----_-_- � _.___ �� � _._ _____ ._ � _� � � �__. • � TNIIALL=SEE PLAN - ---��e�, � � z �AF'SIZ�&SPACING :� � �� � „�' � #4xCt?NT, TYP SIM TC? MATCN H4RIZ � 5331 _�.SL__.� ..�_�rt� '�" � , " REINF s� I --- _ " ________ � � � N ��� i � TOP REINF 2 #6 EF — � � � ENSIDE FACES INSEDE FACES � � � ,� N �.� ° ���-M A��� _ - - - � _I { -I I • * � � VERT B, INSIDE FACE � ° � VERT A, OUTSIDE FACE � � DWLS � 12", BEND DUWN, TYP . . V1 y CRtJSS WAL.L _ �� ,� � �. � � � � HQRIZ REINF +� � -- . o — _ �j .. _ _ _ R -� - - * ` �� � �� HORIZ A, OUTSIdE FACE MORfZ B, INSIDE FACE c� �"` 4UTSIDE FACE - A �_ „� � (��IL.SIDE} � • • 4PEN �IRCLE INDICATES � I _ • . � `� I VERTICA� REINF = I I #� � ____ ,,� _______________�____ , �_ ---- � � � � _ SOLID CIR�LE INdICATES ADDIT[ONA� � �� � I .r ____ � VERTICA�BARS, S1ZE TO MATCH - . . � � � . WALL VERT REINF � _ � � • �'"" � . -� � -i I _.�______ s�2� INSIDE FACES � • • � � ��� � ________ �, tl I I ,�' f _ • * � -� � ) N4 SCALE TYP GR BEAMi�'�1D WALL WITWQ LAYEI�S REIN� ��� 1 � r�ca sca�.E T/�NC} WAL.L - AT �L.AP �TEP � _ `� � I 4 • .i')t' — � • �' , � � ��� � +�� - � � �h�''� "" ��" SEE PLAN SEE DECK SCHED FQR � „ .e ��'���,�.�� ���.���.�? MIN BRG I.ENGTH NOTE 2 60-0 MAX � `_ r =1I °F ����� :. t3 V "=� �. A..�: S iq:,�} `• . /,i-('yll _._...._.� • # �:.M� ,.. ss'.eG i�'y� t1 1f o� BOT R�INF(2)#S EF E #4x�, ASTM A706 DWLS c��2", _� I �,�",���;�;�`;. �� BEND D4WN, T�(P � � .�3,;�,,�,,,,. 07/03/2014 • T/FTG= SEE PLAN _ _ _ .. -------------- �K[���������������,�� . a NUTE 2 - TILEDGE --�,�, � 6 � � � C�I�'Y��������� CONTR CQflRD W/ � DECK ORIENTATION � �, � • VARlE� � �, s��o �r���r��v r������ LANDSCAPE AND ARCH � _ _ _ _ _ _ , #4xCONT, TYP ����� � : ������.x��� ���,����� t�F,.< « . F{�UNDATIC�N 1NA�.L SCMEDULE �;`' �2�K`'�h�T�E�.�"'r� ��' �KbV<AYGY?C5.G4:lf.55ARUtY$,£�'3.Z 9"XG7.a.J.:�SY�aR:aE1eT�',Y r�cx�7CI.Sd26.6g4�. L3x3x1/4 G4NT W! MARK H4R1Z A HaRIZ B VERT A VERT B . . 1/2"`�fx4" HAS C�4" F11V1 #4 a�18" #�4@18" #4 a(�,710"` #6 a�i1U° � � � � FW2 #6@12'" #6@�2" #4@12" #4�a�2" ��*"'� � � � � FW3 #�a�12'" #�6 a(�,712" ##6'a�,�718" #6 a�18" ;�,�� � NCJ7ES: FW4 #�4@12" #4 c�12" #4 a�12" #9 a�12" � 1. SUBMIT LOCATIONS t�F CONST JTS FOR REVIEW PRiO�TO CUNSTRUCTION FW5 #6 a�8�� #6@8" #fi@�2�� #6 a�12„ ��"�` e� � 2. I.CCATE C�NST JTS AT LEAST 5' 0° FROM PILASTERS AND CORNERS, AT GR BEAMS, � JT�HALL �E IN MIDDLE THIRD OF SPAN � � ,,,� Nt?TES: � � 1, SEE vs�2 Ft�R PQUR LENGTH LIMITS ANR CONTRC?L JUINT DETAI�.S. � � � � � � N s A�E TYP FND WAL�. - TWt� L.AYER� �}F' � �"' � � ° � REINF �""� � � � 3 � �: . . , , . . , � � � � , � — �. � � � � � � L6x6x318xCUNT wl � � ; � * -�-- -- � � � STD HOLES IN � � i � FaRMED JT, LTS '�" Dl�ll.T{?MATCH S(ZE AND VERT LEG ; ; � � SEE ARCH SPACING OF FND WALL ' ' 2'" CLR VERT REINF �" � ( � , VERT WALL , ' � ; REINF � _ — _ ____ _ � _ .� � ____ _ _ ____ _ — _ __-__ _ ___. _ _._ _ ._._ i � ' � I ! � � � � , � • 112"QS EXP B�LT wl ; ; � � � 31/2" EMBED a�2�_6" I � � � � � • � PRtJJECT: �3.�291.5.01 `� #4 DQWEL�a 12" C�C. • • t�C,AND 1�_0" FROM � DRAWN BY: KH ? CTR IN �LAB END OF ANGLE �I �~��� ; i (�ATE: 49.092013 �' ;� i�I==��;LI _ ..' � } � TJWALL c°v �� �-1 I I� ,, .' � . HORfZWALL REVISIC�NS: � _ �- _�_____________v__ - . ,, . �=. REINF � � '� . , , � - - PRICING SET �� 09.09.2013 -�. ' ( � �-� �-I ( � � (-� - ,-` � -) I (-- f PERMITSET 12.09.2Q13 � � � ' 1 1 I�'°4 I I�°I f 1�°° 1 I°' ( i I�I I f�") I I ( I (�! i (°°°I I PERMlTSETREVISION 02.14.2014 . � � • • ______________ � PR(CINGSETREVISION 02.14.2014 � � 9 - - PERMIT SET REVISION 07.03.2414 � �- s�aa � � � INTERMITCENT 1"-Q" �0 STD HaOK Q � LONG KEYS @ 2'-0"OC ssoo cr� � � A . . � v�i � LTS+ H ao � TYP FQUNDATION m �. � UUALL DETAI�S �- � � � � �- �, � � � ° Z � o '� � �c� sca�E ��}N� �.EC�C�� AT SKYLI�HT � No sca�.E `�YP T/FND WALL �, �va sca�E TYP WALL VEF�TI�A[� �Of��T JOINT �o sc��E TYP �TEP�'Ed �R BEAMl��fALL AT T{�P � � � � � � aw �. .�______�_� ______.__a_� � __ ------ � ��__ —_ _ �_ �.� ___ _ ____ � _ _.__- � � #6@�2"{�C EW TC1P. �P4XY � G4AT. PLACE N/S BARS ABUVE � E1W BARS g�_p�� I � �-' STD HOt�K AT #4x M�ASTM A706 � � SL.AB EDGE. TYP � DWLS @ 12", BEND D�WN, TYP CdNTINllE WALL HORIZ ' + � � - REINF THRU PILASTER '�"' � V�� N SEE DECK SCHED FOR h»;,. E L.il � SEE LANDSCAPE � �„ ...�, a� = #4 TIES AT 9"�C #4xCONT, TYP �° KEY MIN BRG LENGTH �' � � �— � 1=1 � �= � I � � , � �/ � � � 1� • ♦ • • i ! • O ! M O � � �.L. �` ""X�, � AT t�UARDRAII. —���=���=�= N4 EXT SLAB � _ _ — _ _ c.� «� � PC}STS � I .:� ! �-_� V �. � ��� _� � ==I � � �=� , ! .= � I . . i I ( =1 �:.�==1 I =1 �-= I� I = � . • AT SfM �- �� � � % � • - � �, � �, #3x [� a�12" m � � a SEE LANDSCAPE `�' SEE PLAN ! __ � � � I � �. � I ��=� I�� � #4xCdNT � ,�-� �.��� � „ #4 STIRRUPS AT �2"QG � • #4 DOWEL @ 12"�C. ` � � #4a�,,?12 OC EW BQl�. �,r, CTR IN SLAB ��I I��i I f I I.__.I { I__s__I DECK URIENTATION .�,,, �: � c � 3'-0"MIN * • g VARIE� '��i�" � � {2}#6 t�}z 3"QC. GTR.?&B _ , � * � (4}#6 EF ' ' 3'-0" ssoo L3x3x114 CONT Vill � � 1/2°�x4" HAS C�4" ,,� o �•�'�' � #4x �, ASTM A706 ,� �, � C}M11"TYP WALL VER1' DWLS a�,712"', �END DaWN, TYP * � � BAf�S OVER THIS LENGTH '� �'""` � . . � � � � ��� � � � � '� � �vc� �cA�E �A.NTI���ERED �UTC3�UUFF�T �LAB L� NC� SCALE FND WAL.L P�LASTER AT �TAIR '� N(� SCALE T/FND WAL�. - � �„�� FND WALL GRADE BEAM ;;�,� . ��..__,_..... ;� � ��.,�,�Y,�+�,'�"'��%" �TS LTS °��'�~>=�,s. ���° �' �,��;�� �°�.�� ` �'�4�8� _. = ;t� .. ry .. -. ::� `#��� ° �."'�� :� . r%�� "" �. �. MATGN SI�E AND � ` NUMBER OF SM � SEE DEGK SCHED �4R ���+�� � 4`�, �� ., �� T4P R�INF #4xCaNT, 'f'YP 2 KEY MIN BRG LEN�TH °, �.,�:, .,_�.-, � � 07/0312014 � � _ _ ,_.� _ _ c� - - -- - - - �.--- �K�����A�����`���'�,�C � ������������� ` MATGH SIZE AND NUMBER OF BM -- - ����r� ������� SEE PI.�1N S1DE REINF � ` ��� " r,aasv�u�rsN� srn�;+r���r�:�� ` ' �:.�, ; 2"CLR ���CLR ' ���t�.��������A���,��x 7i�T' Ll VWG�� ��„�1.f. I 225�1A(k BTREE?:l}MIT C+ t A'�i MATCN SIZE AND - CTR IN SLAB I 1=�I=��- DE�K ORIENTATIC�N FR%`""°���5°°'� I III�III�I NUMBER OF BM 3'-0" MiN +► • � VARIES _� j I=� �OT REINF saoo �� �=� �_ �2 ��_4,� L3x3x114 C(JNT W! �rC:� � . . S330 (3}#4 _ 112'"�x4" HAS C24° � � =(� � �=� � - - #4x � ASTM A706 ��I� ;� 1=� � �= �' r— • • � =���=� . . f j * __.�I I -=1 { I� 4„ 3° DWLS a� 12'", BEND DOWN, TYP ��� � �'""' �� � �==� � �= i i - —�.�{ � -�� � *� � � i��� ,i�� i i ��� � �T� � � � � � �� �w4 ' ' i i � � � SEE 2 I �312 `° �" ,,. I j �`�"��`��°°`'_-. #�a�18"QC HORIZ �'�"�'�" � '�" . . e �oo� ��su���i�R i „ � �o sca�E TYP C�RADE PEAM TC} FND WALL - 1 NtJ SCA�E Tf�ND WA�L - 2 � � I � #5 a�14 �C VERT � � I I � � I I � . . I I - - � e �,'""� �,,» II _ . .�..� _ . . . .�... _ _ �► � I � GRADE BEAM � _._.�"�„�.'. _t-.,� �:mr:r:.n�.:n..� � � FND WALL � � , I x x x xi • • � � LTS ' .,__.._._. � ._,_ � � _ � �. � _.... v.. � � � - - - - ._._ ._ ` � � � v _ �� e _ J � � x x� � - - SLAB Pt�UR CJVER ___ . � FND WALL ; ; ��12 . . � � ._... _ _ _ _ _ - - - - -=111=111=11I-=11 � ^ - - - - - - - - - - - #5a�18"t�C, EWT4P MATCHSIZEAND � I =1 � 1=� �=� � I= NUMBER t7F BM ---- ---- , , PR4JECT: 13.�291.5.01 � - : .- -111`—I I �I I 1�1 I � Ta� R�IN� ___ � ' ' ; . ; c���� a�: KH � �, "� SEE LAND�CAPE � I � DATE: 12.092013 � , . . � , � « . . . . . . . . . �{ I= I I� �EV1��0��: � a _ _ _ _ � � , � , . . E M • • • • • • : � • • � � � - ' � • PERMIT SET �� 12.09.2013 PERMIT SET REVfSI�N 02.14.2p14 � o � MATCH SIZE AND 1'(LEDGE . . - ' , . u� --� NIJMBER OF BM PRICING SET REVISION 02.14.2014 � PERMIT SET REVlSION 07.Q3.2014 � � _ _ _ _ �, SkDE R�1NF �E�ARGH w � • z � � w S310 • o r`�a #7@18"C}G, EW BOT 6" CMU gEL.f�W�`f(3NE. MATCH SIZE AND CUT TQ FOLL�W GRADE. NUMBER fJF BM GROUT SOLID � STD HQ4K B4T RECNF i i b u o � 4" � cr� c� � o � FtJUNDATION WAL�. � �- � DETAIL� o � � �' � � � o '� � No sca�� F�CJO�. �E�TIC�N �'j No scA�E T1�P G��ADE �EAM TCJ FNQ 1NAL.L - � � N4 �CALE T1�'ND WAL�. - 3 � � ° � � � � � � _ �� ���_ -� _ ____ _ y _ _ � _ ____ _ �_ _ BEDR04M LEVEL B � � � � � � 116'-6"' � �� i i ' ' I � r- i i c�, t� o � � E"',,� i i � � � i i � � � c� � i , �°- � � � � � � I � � � i i � N i i � '"`° ,�! i i � � � i N � � � � � � c� i i Y- i i �rwr��� o� x�--3 � � � "��.,,� � � � i � � � U � .��� � � � � E � � � � � E .�.F � ! � �.L.� ww�� i �: � � � E � � � _ _ ___. _ _ � _ � MAIN �A/�B_EDROOM (B LEVEL � �~ � �. _ _�. _ � _ __�___ _ .� _ _�___ 110'-Q° � � � .�.�� � ` � � �`" . '� �o sca�E T1WAL.� AT AUTCJCC)URT ,�,�� . . r�.'4�'. . . . . . � ��� ���:� . `t ��•,�+:; � ' ,��s.`""�`��,�'� ��„� '<.�,� � r ` ����� ;; _ -� �;�" ��," ���," *�� � 4.`� •M1�''�. :/; . . . . � . ���'� .1'�i . . . . . � . . 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FQR BEAM ELEVATItJN A �� � _ � _ .� _ � _ _ * SERVICE LEVEL(ASD) * �'""" � WALLS TNICKER THAN 14", NQ��r: *� EMSEDDED P�ATE TYPE I�BASED t�N BEAM DEPTH, fF � PLATE WIDTH = 14" 1. COMPLETE ALL W�LDS PRI�R TO INSTAL.LING DECK QR USING BEAM T�SUPP�RT ANY CONSTRUCTIC}N MATERiALS PLAN REACTfQN IS GREATER THA�I uCHEDULED CAPACITY, � � MINIMUM CONCRETE EDGE DISTANCES AT WALLS REQU�ST CUSTQM GONNE�TION FROM ENG{NEER .��5� «� 2. SEE ss2a F{�R WELDlNG OF REBAR TQ EMBED PLATES WHEN REQUIRED. DA� MAY BE �UBSTITUTED FC�R REBAR. `� � � '� C� �� sc��-� TYF' �M EM�3EC� AT END QF' WALL � NQSCALE TYP BIVI �MBED P� C�►NN & �CH�DULE �,�� 2`" 1 112�� GRQUT 2° 21/2"� , , ���, �a��o �,� �„ :_: . � ��� ��� , ��S r:: � �r. STIFF PL 3/8 ES > � .: ��.'���5. �{:�,�,��,n� 5 ����� ' if : ' ss ' F"' �� w,�.y 3 Q �''�' ' 1 I I�' �/`t . . . . ,.. . ��`i' � f'X � s d;`';.l .�� , �(,J p / �1i �� � �,rrv t !, �'�C t?'�Tl1 G'^�u �{ .�'. � �[�r il r' '' ' .''�'. r' ,, -�--�---- � 1/2 , _ � �� �07103/�014 � �� � N O PL3/4X8XQ'-10 Viri �— � � � BENT PL 3/8xL � �'' �� '��. ,,� = { ) 1 1/4"�S NQL�ES c� ,\�' � MAJC #�T&B A70�i � �h Ii I! II r� �y �� �'� �a �� W8-W18: {3)#6 ---- -c�=�--_ �������A�����'��T�,�� `-`� BEAM 1NE6 ,��`� 'u ;� u W21-W36; {3)#$ � � � b,, A706 I , �{��'Y�����'���� � � � (2� 314"�x9" EMBED � ' �f �� � � �� �� ADDNL#6 FOR W2?8�AB4VE ������ ������� HEADED ANCHOR ` R�DS , �.,��..�, �.,�.�� .�., ^�._.._.,.r ��_�__e .o._��_.�.��s_.........o�.�.a�.._.._.� .� �. x � F C5��1�I.IL.TSNG- �tv`.G:iNEERS �.��_.�..m.� a�r.����_�v���__.���._�..mv.e...e.�.�.m....� ..,r.. ' .._ e. ._. ,_�._ _.._,_.__.__.L 22��MAfJn$TREE7.UNIT�G A C2 f � V I ILn 6T3YYA,C2Xt�3r GT1Li9f:AtSt4 S��t Fa."3..`L I 5�71�1:",l:L€4.�+FiflC�'�' tl �l l! \J Fax��n.�ze.snna I STRIP BC7T FLANGE �,. EACH �iD� � � �=_=!� � 'r" i� �� � i., �.� � ."�;:� � � � � � +{ ��� I � ° LTS "`�`'`' : � -� �° i i � ° � EDGE QF CONCRETE � � c� B/CUNGRETE NQTES: �' ,, � � �. REQUEST CONN FR4M ENGlNEER IF Q�>45° � � - � - ` - — - � - - � � � �� �� ��� WALL CC}R�JER AT S1M � ;� � � � A -- �,,,� � � � � � "� "� r�c� �ca�.E �EAM TQ �ND {JF 1NA�.L �C�NN � �o sca�.E TYP BM EMB�D AT Sl��WEC� BM NO SCALE TYP BiVI EMBED �IE�R �/�NAL.� � NC? SCALE TYP BM �MBED NEAR EC�GE +C)� W�L� ��[ � � � � � � � � ����� ���ru�� �` �rc��, �u�.� 1/4 RETURN - REPLACE ALL �' HA�W/#6{A7Q6� BC?T �- �`'� 1 1l2" � +��t �/4 3 SIDES _ � #6x2'-4", EMBED --�� � 2" 2" HSS WIDTH 2" 2�� PLACE�CENTERED C?N � � FUR MAS AND � PR4JECT: 1�.t�291.�.01 �. PL.ATE,WELQING NUT HOOKED BARS s32o � � � � P��MITTED DRAWN BY: KN � __ _____ ____-__ N (E) �- STOP WELD (2} � �� �� DATE: 09.09,2013 � i � �� � � BAR DIA'S #��PLA��TQP(2} i i c�---'��- � FR4M BEND � � � � REVI�IOf�S: �, � _ HAS w/(2}#6�A7U6} o � � � � �.,� t o� , � i i i � � � ii ii � � � BAR SIZE E L BAR SIZE D �� �� PRICING 5ET __ Q9.09.2013 ��_____ __________ ., . ,.� u u PERM{TSE7 12.Q9.2013 � ° � �" �� �� #3 3116 2 #3 114 c-===- P�RMi�rs�TftEU�sinN oz.�a.zo�a t/3 F— PRICING SEfi REVISION 02.14.2014 � � ��x3112x318x 0'-6,� �� #4 1l4 21/2 #4 5116 �1 c, sT�E�PacKa��#� Ofi.13.2014 � °- #5 5I16 3 #5 3I8 cn � ER�CTIf�I�AN�LE AS REQ"D P��n��r sET REV�sioN 07.0�,2Q14 a � #6 3l8 3112 #6 7/16 �_-___ LESSER 0�: ll �J PL 314 #7 7i16 4 #7 1/2 1) LDH 2 FC�R H4RIZ #8 1!2 41/2 ##8 9116 2) FAR FACE,�OF ss2o BARS (4� 3/4"`�x6° HAS CQNC LE�S 2 NQTES: Q "' NQTES: �. ALI.WELDED REBAR SHALL BE A706 SINGLE S1DED BACK-TQ-BACK TYP �TEEL TQ � � 1. CC3MPLETE AL,L WELDS PRiQR Tt� INSTALLfNG DECK 4R USIN� 13�,RM TfJ SUPPC}RT ANY�QNSTRUCTIC}N N .� �A�r�ata�s CC}N�RETE ° ° � �. FOR MINIMUM GQNGRETE �QGE [JISTANCE�AT WA�.L SEE 7� / S32U CON�ECTI�NS °- _; � � �c ►-- m �-- � c.> ' C7 C.7 �" �; TYP BM EMBED N�AR TC}P-FDGE !JF � � o � � ;� �vc� s�A�.� N�� EMB�D PL � NO SGALE TYF' REBAR WELD SCNEDU�.E � NO SCALE TYP BM EMB�D NEAR TIWALL � NQ SGALE WA�� � � � � n , � P�3/4x1'-2x1'-2 w! SEE �____ A �2)#6 (A706) UNO � c (6} 3/4"f�x6° HAS PtAN �"�'"��-'`� � 1/4~�— � � 1 1/2° 2�, �"�'P 314"�ANCHOR R(�DS, � �i L6x3 �12x3/8x 71/2", � 31/2�� UNO "' � � E�w/(2} PT BOLTS, �.-� NSS COLUMN ° � � GENTER VERTiCALLY --� n� �� � � � �� �� EXTEND FAST WALL PL WASHER 114x2x2 W/STD `� � � -- AT SIM HOLE o � '�, ,-�- � 314" RETURN �� � � � TOP, FULL 1l4 � 3 SIDES TYP 1l4 • - 1 1/4"f� HOLES iN '�` ° RET BQT, 5l16 3,� gr� 3�� LTS ' `� GROUT BASE PLATE A `'� � ,�: �'�' T/WALL AT S4ME L4CS SC�LID � „� ,.,�,� � � � --___ � � � a- FlTTED STIFF Pl�3/8 ES � , v � +� � ' � 1l2"± �" � � 1 1/2" „ i PL 3f4x6 W/L4NG HC7RIZ i ; A � � � ,��' � � 13/16"x2 314 SL�17'ED FI�LE � SLQTS, CTR IN WALL. i � � a. � �.- IN L, STD NOLE IN BM =--- i i ,� ,� 1i4 � � �'" . . � �., 1/4 � '� ` � � � � � ..,,,; � '� ; �� c� a� � 2 3/4'"f�x9'� OPTIQNAL C.EVELING ~ � �-�j � � � � �- � EMBED NEADED NUTS �, � � � DOUBLE NUT OR �- cr,� � � ANCHt�R RC7DS � �, 3 SIQES, HEADED ANCHQR ROD t-- � 5/16 G���NOTE 1 QN � 112"TYP 3"TYP � � � 71i-320 q � � TR1M FLG T&B, AS REQ'D F�R HSS�OL ���� � FIELD WELdING CLEARANCES A � � � � N4TE: REINFORCE A i WAL�4PENING PER 6 / S3(JO �► ��� ��� '� C� N� ����-� V1/�' EM�ED AT �C�GE OF WAL� � �Q Se��-� TYP �M P(�CKET, 8"�11 " V1/AI� �r� ��� ��� �" ���� 1. 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SEE ARCNIIAN�SCAPE FQR LC}CATION AND EXTENT{?F�1TE RETAINfNG WAL�S �� '� ",,�� �.�..� � � � � � � �c� scALE TYP CANTI�EV�R RETAINING WAL.� ��i � � � � � � � � � 30 !yu +�n I �yn ��.. ,� � � �'F�.QJECT: "13.0291.�,0'I ,�, � , �� DRAW�I BY: KH �; � UERT WALL REINF aATE: 09.09.2Q13 VERT WALI. F�EINF i ( sso� � � `� NOR1Z WALL REiNF, � MC7RIZ WA�L REINF, ' ° z��M�►vAT��o��� aT � 1 I =1 (- -r���i►vA-r�a��. - I = _ (--� ��v�sior�s: � ---- � CONSTRUCTidN JT , , ��R C�� �T- �z.os.2a�� � �l'���{�Q��J(,����j i REi��AT PRl MIT�S.T._�____.__�-----�013 � p � � PERMIT SET REVISION 02.14.2094 � � ' � ' PRICING SET REViS10N 02.14,2094 W � __� PERMIT SET ftEVISf4N 07.Q3.2014 � a- � F(7RMED JT, SEE ARCH DW�S& ' BC�ND BREAKER w � REVEAL, �EE ARCH DWG�& � SPECS, GONTINIJE 4VER TNVAL� � FULL WIDTN C?F �, o SPEC�, C4NTINUE OVER JUINT T/WALL NCITES: 1. PRC7VIDE CC}NSTRUCTION J41NTS 60'-0"�C MAX. SEE ARCH ��R ACTUAI�LaCATIQNS 2, LQCATIQN AND DTL tJF JOINTS SHALL BE APPRqVED BY ARCHITECT AND ENGINEER � � NOTES: PRI�R TO C4NSTRUCTING F(�RMS QR PLACING CUNCRETE AND SHALL BE SHOWN ON �° � 1. PROVIDE CONTROL JO(NTS 20'-0" C?C MAX. SEE ARCH FOR ACTIJAL L4CATIONS THE SHOP DRAWINGS � � � TYP RETAININC� � � � WALL DETAILS r � � O C.7 Ct' W � z ,� Q � �� sca�.E TYP R�TA�NII�Ca W�,LL ��JNTRCJL. �T � NQ SCALE TYP (�ETAININ� WA�.L. CC)N�T JT � ��.. ° � � EXTENDED SING�.E P� CO�NN�CTI(�NS � �� ���,� � � �p,� BEAM REACTItJN �� #SGLT SF�M CAPACITY C MAX CAPACITY C MAX � � � �- KI PS `� � ROWS SiZES �KIPS} Tt}P T&B � } TOP T&B XXk XXk BEAM SIZE XXk ,"�` � � �$-W�� �� �„ �„ � �a�� ���� ---�- D C1 � � � �. � 3 VU�0-W�8 22 6° 6,� 15 10" 10" � � - FABRICAT4R MAY SELECT SINGLE PLATE, � � _'-°�-------__ � � 4 W16-W24 37 8" 6" 25 10" 10" 3" MAX 1 �12" MIN � '� DaUB�.E ANGLE, OR END PL.ATE '� �„, ,°�° N � W1&W30 53 10�� 6" 37 12° �0" � CONNEGTI�JN THAT PR�JVIDES F��ACTI0�1 � � � NOTED ON PLAN � � °• 2 CaLUMN�QF BC?LTS � � �` � c� EXTEND TYP SHEAR � o CUPE BEAM WHERE REQD. �� � �" „ GONN FROM STL SUPFC}RT, SEE DTLS � __� � s5oo FOR SINGLE PLATE Ct�NN SCHEDULE �� �- � � SEE SGHED F(�R MAXIMUM 1 �/2 1 1/2 � a Ct�NN SCHED TO � � � �j G4PES AND Nt�TES 2&3 Ft�R ; a EX7ENTS OF GIRDER � ,,,� ADD{TIQNAL R�QMT�. ; � A�SHOWN, PROVIDE �„ �Z FOR Dt�UBLE ANGLE 8�END PLATE ,.�.�� � STD HOLES 1N BEAM 5116 � � La MAXIMUM#OF � � � � sso� CONN SCHEDULE '�` ,.� STQ OR SSL l�l P�ATE 5/16�� � � BO�T� � � � �, .�.,�, � � GOLUMN WEBf FLANGE _ � _ --�m STRIP FLG�NE�dDE XXk XXk �� OR BEAM UUEB - --- � OR CC7PE � V' _________.._ _ � R�" � _ ____ _.._.�� __m__._..Y - PL �/2 PL 3/8: �, _-.�� NOTES: "-� _ � _ ' �5 BOLTS, STANQARD QR HQRIZ � 1. REFER TQ�TEEL NQTE� FUR MATERIAL GRADE� OF �� � � #B�3LT ROWS{�aHC}WN) - �HQRT SLQTS MAY BE USEQ AT BM CC}NNECTI�N MATERIAL Bt�I.TS &WELDS. ° >6 BOLTS, HORIZ SHORT SLOTS 5PLICE 2. ALL�EACTIONS h1�TED UN PLAN AND IN SCNEDULES AND � � �' REQUIRED � z DETAILS ARE SERVICE LEVEL, � NUTES: s5o� 3. REACTI4N APP�IES TC3 BOTH END� OF BEAM WHERE ONLY ' �' � 1. SERVICE LEVEL{ASD) IN KIPS. �k ONE REACTIQN IS�IVEN. � � 2. WHERE NQ DECK IS PRESENT AT GCJNNECTlt�N, AND BEAM COPE'C" EX�EEDS'G', BRACE �� 6. 7k MINIMUM REACTIQN SHALL BE ASSUMED WNERE NO ���� � TC?P FLANGE OF BEAM TC?GIRDER. PRC}VIDE PL318x4x6 ON TOP FLANGE. WELD 4 SIDES. SEE pLqN REACTION OR UTHEFt REQUIREMENTS AR� PROVlDED. �,, 3. AT GQLUMN�, BEAM CC}PE'C" SHALL NOT EXCEED 'G'. "" 4. MINlMUM BEAM WEB TMICKNESS SHAL.L, BE U.2�". � TYP BEAM �XTENDED SII�IG�.� PL N4 SCA�E TYP �E�.M SINt��E P�ATE NO SCAI�E TYP E�EAM CONN�CTIC)�1S ,�,�� '� � r�c� sc��� ?' �(� SCALE TYP FULL. HEI�HT SHEAR CC�NN 1.�. 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N4 TEMP4RARY SH4RING�JF STEEL DECK PERMITfED WITHC?UT PR{4R ACGEPTANGE �}F THE ENGINEER G 51$"� PUDDLE WELDS 2414 5l8"S� PUDDlE iNELDu 12"OC #10 SCREW �5/SPAN 6, HAN�ERS WITH A 50 P4UND MAX{MUM LC}AD MAY BE PLAGEd AT 4"-0'" MINIMUM SPACING EACN WAY. � _ � '' ��� METAL DECK PROPERTIES EDGE aF MTL DEGK � � � � MENIMUM DECK SNEET, TYF �c va w u�.. !� BEARINGS{IN} � +�� u ¢ � vQi i z z o c� DECK CL�SURES AS , ��;�;���',���.'� � x � c � � e i c� � � REQUIRED �5,�`;,���:�'� ��.��.';�'� TYPE w/�� w/� w/�� w�+� Z ��/y f�� �` z � , � �i+���� �< =. ��.� £ �,, a z � Lr.A .,�f ��.i /.�t r V d V r� � s� � � � � � 9 i�- PERP SUPP4F�T � � ;u,� ., s � ., 1.5VL 1.5 20 50 CUMPOSITE 0.186 �.224 0231 2 4 � ,S � : 1.5VL 1.5 �$ 50 CUMPt7S1`f� 0.272 0.311 Q,324 2 4 B���W �._ _�,�.�___��.���_�.��._.��.__�__�..�v�.___�..�.�_ ii i i� i � i � �� � x�` ..___�i i�____ ,, ,"� �' ____________________________ �? ', ,t�S�f���'"""'�' .;� 1.5VL 1.5 16 40 CQMPOSITE 0.�73 0.404 0.411 2 4 PARALLEL ; � ; � � J.;. � �4 1.58 1 1l2 22 �3 R04F {�.155 0.186 0.192 1112 3 Sl1PPORT � � � � � � 07/03/2014 1.56 1 1i2 20 33 RQt�F 0.20� . 0.234 0.247 1 1l� 3 BELQW � � � Q ( � 1.58 1 1/2 18 33 ROOF 0.289 0.31$ Q.327 1 1!2 3 ' � ; � � � � 3N 3 22 33 ROOF 0.770 0.382 0.433 1 1/2 3 PARAl�LEL ; ; � , � ����������������r�� 3N 3 20 33 RC?QF 0.96Q 0.501 0.552 1 �i2 3 SUPPORT CQNN ; � � � �,,�-'"" SIDELAP ' ������������� 3N 3 18 33 ROOF 1.330 0.688 0.749 1 1i2 � ; ; I CONNS � 36" CQVERAGE ������ ������� PERP SUPPURT � � � � � � CONN EACH � � �� , ' ' � 36/7 PATTERN: �� �<,� 2����,�R��,N��� �� SHEETAT ---�� ���_-�-__________�_�u-_.-�-�-�`- 1.5/B VL DECK ,`' E�.,�^���f����R���,��� �I�"' _ �`"� � r � _ e___. _ � _ t s � e^xcr.�z�s.ticad^r _�� �� _`°�"____ `° °�`_�____ ____ ��x a�a.�zs:6na� COMPOSITE i � i � -__--_� __ _- �_ 36/4 PATfERN: 1.�CQMPUSITE METAL DECK SPECIFiED IS MANUFAGTURED BY WLCRAFT. ALTERNATE CflMPOSITE METAL DEGK �P ENDS t�F � � ���� ������� �� c.� MAY BE SUPPLIED PROVIDED MINIMUM DECK PROPERTIE�ARE SATISF'IED. FORM DEGK 3N DECK 24f4 PATTERN: � � 2. CQMPLY WlTH ANSU�DI STANDARDS {N SDI PUBLICATION N0. 31 FOR FABRIGATION AND CNSTA�LATIQN OF' � ,»� METAL DEGKING. �HEE�'S 2" UNO, � 3. FRQVIQE �ECKING WITM G60 ZINC C{�ATING UN�ESS NQTED QTHERWlSE. cOM�4S�TE�F INDICATES CONNECTION � DECK SHEETS LOCATI(JN, TYP ��� � �"� � � TYP D�C6C C4NNECTI4NS TYP FASTENER LAYOUT AT PERP SUPPURfi � � "'� `� � � �' �� � � � � � � � � � � � NC7 SCALE META� DECK S�.AB SCHEDU�E s����c� �"`� � coN-r�cao�� � � LTS � � � � � SEE ARCN ��� ��2" "' CONTR COORD #�x C�@12 WWR. SEE DECK SCHED PARALLEL SUPP4RT CONNECTIUN PER � � � --------m------------------ PRUJECT: 13.Q291.S.C�1 � � ' --- CaNNECTIC}N � , , {2)#4xCQNT T&B #4x5'_0" @1'_6"'T�P S�HEDUL� QI�AWN BY. KH c`� �� ' ' - Df ECTIaN CH�ANGE SIDELAP DATE: Q9.092Q13 �; � ; ECK SPAN � � C(JNNECTfON P�R d- ' ' � > CQNN�CTI(JN �, TYPICAI. ,r � - - � SCHED�IL� REVISIONS: � � � __-_____ ADHESIVEANGHQR r�- _ � �RicaNGS��r os.os.zo�s � -- .�.___ � � �.- PERMlT SET 12.49.2013 i � � � ��...,__----°°� � � m ,--�� � '� PERMIT SET REVlSION 02.14.2014 � �... L.3x3x1�4 ; PRICING SET REVISION 02.14.2014 z � � i i STEEL PACKAGE#1 06.13.2014 �- i i ���� c��n � � i � �` C�tJSURES ���r�iT s��r��v�siaN o7.os.�o�a "�n � f i _______________________________ BY DECK �UPPLIER AT iNTERIQR CULUMN P(�ST-INSTALLED REBAR QPTIQN � N4TES: ° � 1. S�E ARCH & MECN FQR CURB LOCAT(ONS & DIMENSIONS p � � TYP METAL DECK � �- � DETAILS � Q � . o � � � �' Z � o t,,� �a scA�.� MTL C�ECK �UF'PC}RT AT Ct�L �j �� s���E TYP C�[�� �URB AT SL.AB EDC�� ,� N�} SCALE TYP METAL C�E�l� AT GIR.C�E� � � ° � � � � � FLG �XTENSIQN PL -�.� � � PER 2 / 5�03 t ( 1" MAX T� EaGE 3x DIA C7F LARGER 10" � � c�,� cJ � GLASS GUARDRAIL ' 1" MIN 1'-2°x1,_2" �°" OF FLASHiNG SLEEVE, TYP MAX v � u� - - ---- -- ATTACHMENT TQ S�AB (IF REQD} � PL1�WE�DEQ TO FLG � (� MA?C QPNG ""� � p p EDGE BY SUPPLIER. HORIZ , DRAiN BODY OR DECK ES OF 2,�TYP w � � � EXTENSION PL AT DEGK AND VERT LOAD ONLY. � C�.OS�IRE 1/8 1 CHANNEL #5 T&B ES NC}TE 5 m � '�""' � � BEARING CC�NNATTt}P �� - - - - - - -- - - - c� 118 1 ATEACN -- � c, �.,, .� N � ;; � �- DRAIN F'LASHING _ _ _ HIGH FLUTE � ,, __�___ � � � r'- l....A�...T.......C... C�L TRANSF�RS � (IF REQD) _ � � � � ��,I � W � A �, ______ __ ________ _ _____-- z (2)#5@3" °�- � ; ; � C? � � �- � CTR ES o o ' ' � � � - _ _ _ _ _ � � � % BENT P1. 1/4x� 41 i2" A � � � i i �� _: �.M„ ,� ° SEE PLAN 1" x C4NT Wl 1l2"f�x3-0" DAS C�4x5.�x4'-0 ES t�F t- � � �, � PL1x4xC4NT T�J � � ___ _ ____ ,,` � � �j END �F BEAM ' Sl16 �-12 AT 12" OC AND 3'" FROM EE �� A OpNG CUT 2 VERT � ` � A 5/16 2-1� RI�S MAX � _ _._.i.. _ .._i_�_ __ i �`��� � � 12 �AGE DEGK _ _ ____. _ �L.flSURE , � � , _� , .�.,�. _____. _ 1 1l2„ NOTES: `�" i � ' ,,,,,-,,,,,- „�,� .� - - ----- - - - - � _ _ _ �. DECK MA�' BE CUT PRIt�R TO SLAB POCJR f �� � 2, IF DRA1N FLASHING EMBED IN S�.Fl� !S REQUIRED, FLASHING SHALL '� _______ ,,� -�__ ___ r� 4� � _ � NaTE 4 N4T EXTEND OVER THE TOP QF COMP4SITE BEAMS ' � TISTEEL= SEE PLAN TYP EE 1/4 —_�----- � � 3. PROVIDE BACK UP BARS IF REQD FC7R DEGK WELDING _-__ _-_-____e _____�_�_ __d�__ -__-__ ��_____- __ ___� ___� ,,.�; � (5/32) :.� � -- - - - A�'FLt3c�R DRAIPI � � � � � � � NOTES: '�' � �,��. ��� " , 1. PLAG� SLEEVE ON DECK PRIQR TQ CONCRETE PLACEMENT � � C}ECK SCHEa � � �L�, �� 2. Dt� NC?T CUT META�DECK UNTIL CONC HAS REAGHED DE�IGN �TRENGTH �„�;�� � 2`-Q"TYP 3. 2"f�S�EEV�S DC?NOT REQUIF�E TRIM STEEL�6° MIN �PACING} � � 4. MULTIPLE OPENINGS PERP T4 qECK SPAN CLQSER THAN MIN SPACING SHALL BE #4x5'_0,�a�7 ��_6��QC � '�". CONSIDERED A SINGLE QPENING AND REINFORCEI� PER'TYPICAL{�RENING' DETAIL. +► 5. PROVIDE REINFORGING BETWEEN MULTIPLE OFENINGS PARALLEL.T�7 DECK�PAN � Q �c� sc,�L� �LAB �T�P AT BAL.�t�NY � �o sca�E �NT ��AB �[�GE AT ERID C�F �TAIR (�)���'� AT C?P�NINGS 90�� oR�.�ss ��a� .�._.__.___-�o,_o�� �n�c � :_��_� -- - .� , ^�❑ ry�/�y �-_, 1 q i {� ,n t i r JJ�tJ ' i } � ��Zr� 1 1 f .,'����i :"��t.7��� .' � � j � � ^y_. ��4 �,"�� •;��, ST�EI. BFAM ( i � �?;���� �',�.�a,� � � y �4'��� �, � oR ca�vc wa�� � � � ° �: _ � ; j � � �� � � '' �8X�1.5 TYP i i "*�'��`. ,,:' ,�.�'r r y..�r____ �.._ ��,,s� ,�� :;� � _ _ -- _ _ �.� SEE PLAN � A QY DE�CK MNFR� . ��_��� GIRDER O710312414 #t�x_,r-"@12" PLAN VIEW - �,_�,� ��H�������H������,�� #4xGC�NT, TYP PL1x21/2xCQNT SEE Pl.AN ` - - - - - - - - -v - - 3116 ������������� , 3/16��� L3x�x114x9 UV/(2) Ta END QF BEAM 5116 2-12 � 51�6 2-12 - 3i4"�x4�l4" EMBEG � � �����r� ������� � EXP ANCHORS � m �"���'�.r`�� £�`''����`� f �f� S h.� F 3,. 2�2�f�lAtti.�iTREE7s.UNtT� 4�1 �".f„YYAPGy'J��L'IL`[LL1A`RCSLY�1£a�'Z _ �I(�, g"t`C1<9:"uf5..�`iK1Cl��Y � ��� ��.A� ' ' .� ' ` ' ' C'�'1 rnx�R?El,T,��tS:SOA�t. _ _ �� - _ I I � - - CLQ�URE � _"�..-.�—� EDGE QF HOOK BARS IF NQT Pa��IB�.E L8x4x3/4x8 LLV, -�'� � � - __ _____ _ _ _ __ ____�__a___-__ T/STEEL.= SEE PLAN SLAB , „ CNTR CHANNEL 3 SCDES � �"� - - -- TO ACHfE�IE 2 0 EXTENSION 3/1���� """'� .� BEYONQ EDGE OF OPNG WEB ON ANGLE PI�3/8 � NOTES: SIM AT HSS �� � 1. DECK OPNG� REQUIRE STIFFENERS OR FRAMING, �EE DECK(�PNG L7ETAILS CQNN OPTIfJNS Tt}STEEL TC}CONCRETE � WWR. SEE 2. CENTER BARS CN SLAB ABQVE METAL DECK ��� ;�"�' QE�K SCHED � � � , TRINI REINF#3RCING AT UPENINGS LARGER THAN 10'" � � � #4x5�_a��� �,���� �� � � � � A � � �' � � � � � '�'�+ ��"` � � Nt7 SGALE TYP �LAE� �TEF� - DE�K PARAL.�EL No s�a�.� TYP METAL C�E�K SL.AB C��'�N I f�C�S �� � � � � � � � � � ----- MTL POUR STtJP THICKNE�S TOTAL SLAB OVERHANG 3" MAX � �� LTS DEPTH �3" �6" �9"' �12" 1/4 #4x � @12 41/2"MAX 16 GA 14 GA 12 GA 3116" °` � #4xCONT - ? � PR(�JECT: 13.(}291,5.01 � SEE PLAN t- DRAWN BY: KH cs� MC10x6.5 AL.IGN 3'-0�� `f' w/BEAM WEB #�X___/��'��� - - - DATE: 12.09.20�3 ,� `"' � �� _____ SKEW MOdK � #4xCONT,TYP ��� M`fL POUR STOP BY ----------- ------ AS REQ"D REV1SlQNS: c� _ _ _ - _ — - _ DEGK MNFR TO TQ PRC?VIDE " ! - - SI.�B RE{NF, SEE CLR CC}VER 2"MIN PERMIT SET� 12.09.2493 � � SUPPGRT WET 1 1/2-6 - -.--.___. META� DECK SLAB PERMIT SET REViS10N 02.14.2014 _ • • WEIGHT OF C4NG � �4�AGE MIN �CHED PRI�ING S�T REVISIQN 02.14.2014 � � �I�� �-�� ---------_-- � } � STEELPACKAGE#1 06.13.2014 � � 3l16 2-12 -' � ---------- PERMIT SET REVlSION 07.03,2014 � w MTL P(JUR STOP, o Q 3,� SEE TABLE MAX DECK CANTIL.EVER L4x4x5116xGC�NT �-�ES, 7YP PER METAL� DECK 1/4 SLAB��HEDIJLE, SEE s5so UVERNAN ` 1/4 c 1/4 ��' �� C7VERHANG UP T412" �, c�n � AT DECK PERPENDICUI.AR � � ME1"AL DEC� ° a Q � � � DETAIL.S � � �- �, a � �, ° � � o '� � NCJ iCALE ��-AC� �T�P - D�CI� PAF�ALt��L AT (� NC} SCALE S1LAB �TEP - MA�N �.EVEL A � NO SGALE �`YP I�IT �'LAS E[��E � � °w � ��}Q� ��� � � � A M(N DECK BEARING � � PER SCHED .' � � �� SEE PIAN � � ' • � 3" M� LTS � � � SEE PLAN � � , ------- --� SEE 7 / S502 � ,� � r- � FORP�INELDST4 - - - - - - - - --- - - - - - - - - � � � t 6 - -- ' HSS AN� BM WEB #4xC�N`f � 8,� ��� � � r°a s5s� - - � 1!2"�DAS a�,7 24"�C 3/16 2-1� � � o� ; , ; 51/4" ,.--------- � �'' - 3/16 2-12 NS PL 1/4 -- {2) SIDE PL114 / � � i C6x8.2 �l4 .�'.��� � ,c� o ._�._____�_ - - c� � � PL112x3xCC�NT � �,,, �-' ______ �_� __ � - _._. e � � T�S = SEE PLAN FS PL 1/4 ADJUSTABLE � ��-� � � " QECK CLOSURE BY �_� �'��-�-�,�' (3) 3l4 QS SHEAR�TUDS DECK SUPPLfER ANGLE/BENT PL (2}#4xC4NT UNU -� CTR'D ON HSS STRUT �" 114xCC}NT ,,,�„ »� N4 iLA6 AT�IM GONN � 2" MIN �1..AB REINF, SEE METAL � � DE�K�LAB �CHED '"'� "� , -- #4 a��'_0��OG MAX,wf � _ a. � STD HOC�K AT TOP. 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R��iVF, SEE METAL e�r�.�.zn.�r�c�*� rRar 97Ca,?a����.6c4n� 1 1/2 3 � BY WINDOW SUPPLIER, I � DECK SLAB SCHER � WIND LOAD RXN AT � � � MlJLLf{�N. � C�EGK ORIE�ITATIQN �rr��, ,,�,,,, , DO NOT HANG CURTAIN VARIES � � WALL, F'F�OM SLAB EDGE, ��� '' � � � � � � � � � � � � � � �� �.� � � �. � � � � No sca�.� GUARDRAI� EMBEL� NQ �c��-� �KYLIGHT �DCaE BEAI1� NO SCALE TYP S�AB EDGE A.T CUF2TAININA�.L � � � « � � � � � 2" M1N TO BM FL ��� M� „� � �2 Tl'P �EE ARCH � � �, 1° S�� Pl..AN ' �,�.,� "".� , � ��������� i � i i i S�E PLAN CONT BARS, TYP i i i c�.. i i � i i � � � i i � i i CC1NT BAR fi° i i i i BENT PL 3J16" � � H40K BARS AT � i i � i i OVER ADJACENT � � i i i i SEE PLAN i � i i $M CL I I � i i i � �LAB �TEP, L8x6x5/8xCUNT LLH. 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I�QRT�i � �t�„ = 1'_0'� SOUTN �HIMNEY AT �Ai�CC7NY ;,� �C�" _ �,_o" �C�UTH �L.{J��T WALL. AT � MA�T�R � � � ° � i i ( � � � i � ° � � a� i � �� � 1 � { t..�i, ,.�-_�,. k � k � � � ---- �€ f � ( ' �i��M�� � � i ; fjp � ��T 5 �L��� 4 VAI L VI ��� E � RD F I LI N � � � � � � � `'' ° I � —� � � ��� � �� �.��►��}� �`�Y C� �J� .��. � � i � ° ; � � �,,, � _�C� � ; aa CaCle: � � � � I --- ; ; � �� � � � � � � i P'RC� ECT SU M MARY: ������� `��� �� L.� : DRAWING INDEX �� �� �� .�� ��� ������w � � , � � � � .I GEI`�IER,AL NC)TE�; ..___ _ __ _ _ _ _ .�_______ ---___ _--.__ __ �___ _ � __ _--- - ___. _---______ _______�_____ ,_--__ ----___ _-_____----___ _ _____------ - � ________ �___� ._ � _- --- _------__ ______.___- ---- . � � � _ ____ ____ _ _ _�_____ 9� � (� p p� � I. DO NOT SCALE DRAW(NGS. Q I�I� ��V�� JTI\����11H� � � v � � ---- - --- _ ---__ __ u_._____ _I.IGHTING_- ; � __,___ . _____.___ c`.=��„ � � 2. VERIFY AL�DIMENSIQNS, CONDITItJI`JS.AND UTI�ITY LOCATIC)NS PRlt7R TQ BEGINNING ANY 410� A���A I.10 TUPOGRAPHIC SURYEY AL ( SITE LIGNTING PLAN -S-��I N�T��-____ n_____._ � � � INTERN�TIC�NAL RE5IDENTIAL �tJDE 2a1� � WC7RK UFi C7RDERING ANY MATERlALS. NC?TIFY ARCHITECT OF ANY CONFLlCTS OR � � ; DISCREPANCIES fN THE D4CUMENTS IMMEDIATELY. Section Cut Reference Detail Area Re�erence �a�� LEGEND NOTES & A�BREVIATIONS A� � SiTE LIGHTING PLAN � Q�� NOTES � � � ; AL � RECR�ATION LEVEL (A) l.lGHTING PLAN NOTES � o ; 3. AREAS OF CC?RlFLICTS OR C?ISCREPAN�IES MUST�E FUL�Y RESOLVED WITH WRITTEN 1 �',Q SUBSURFA£E DRAlNAGE PLAN � ��� � �' ± PRIMARY/SECONDARY RESII�ENTIA�. �.� ° '� APPRC7VA�FRC}M THE ARCHITECTS BEFCJRE CC�NSTRUCTIQN C�NTINUES IN THESE PARTICUl.AR EL: 0'-U" ��.(� STORM DRAINAGE PLAN A� 4 BEDROOM 1EVEt �A) / REC LEVEL (B) L16HT1NG PLAN � ��� �{�p��Ty pSSURpNCE I ..� � AREA�. �f � ; �CCU�}c�IlC}t G�c�- SSIfiIC�I�14C1: E�eyationReference E�evationsym�o� ��,� UIILITY PLAN ��. � hIAIN LEYEL (A) ! BEDROOM LEV�I. (B} kIGHTING PIAN � {�Q,� QUALITY ASSORANCE � � ; 4. PLAN t�1MENSif?NS ARE T4 FACE C3F STl1D,CENTERL(NE C7F STEEL,TiMBER,STUQ CQLUMNS,�R MASTER LEVEL A / MAIN LEVEL fB LIGNTING PLAN k ' FACE{JF CC�NCRETE UNLESS QTHERWISE Nt7TEC?. SECTIQN AND ELEVATIC3N DIMENSIONS ARE TYPE R DIV. 3 {�PRI N KLERED) q 1 �4�� DETAILS A� � � � t � � • ' TU 7C�P QF CC?NCRETE,T(�P C7F PLYWUOC?,OR T4P OF WALL PLATES QR BEAMS Ul�ILESS 4.�A -2. MASTER LEVEL B LI6NTING PLAN � AI. 7 ( } S 10(I EouN�ario� �t��t � � GITHERWISE NOTEa. i Detail Cut Reference Large Area Detai!Reterence � S I 0 i RECREATION kEVEL (A) FLOQR PLAN _,�� ; 5, PROVIDE ALL NECESSARY BLC�CKING IN STt�C}WALL.S AND CEILINGS. I�QCATfQNS INCI.UDE �^A p Q p�n � BUT ARE NC3T LIMITED TC>CEILING AND WALL M(�UhJTED FIXTURES,Tt�ILETS,TQILET .�N�SI.Hf� tX �RHU�N� -_M��HAN��A�_--___.___._.�__ ('� � ; ACCESSC3RIES, CABiNEI'RY,COUNTERTOPS,SHELVES,CLOS6T RfJDS AND FALSE BEAMS. a 1213111999 1 f1 ���H�iNI�Q�. ���f�� SHE�T � �"� ����Q�M ��i� � �E����17I�H ��� ��,��� P�H � I �,v �o�ES A�a aE�a��s M 000 € S 103 r�aiH �a� � ����oor� �e� ��oo� p�a�r � � 6. REFER TO FLC7t�R PIANS Ft�R DC?OIZ LOCATIONS. REFER TO DOOR 5CHEDtJLE FOR QC}C7R Revision Cioud Revision Symboi �,� I:I O SITE/GRADING PLAN M ��I M E C N A N E C A L Z Q N�N G p t A N � TYPES. S 104 MAS��R ��} 1 r���� ��� ��oo� F�N ; No�v�iid�o��u��a��� PE�►rr i L� I:10 PIANTING PLAN M OU2 MECNANICAL SITE PLAN �y � WITHOUT ARCNITECT'S WET STAMP ' 7. REFER TC)�LCJtJR PLANS FC?R WINDQW Lf.7CATIC7NS. REFER TC�WINDQW SCHEDULE FC?R � �V� MAIN ROOF / MASTEft (B) FlO�R PI.AN i ; M UO� RADON MITIGAT{ON PLAN S I�O HIGN ROOF P1AN �� �� � � ', WINDOW TYPES. � ,�,N Z�� �.� , ARCH�TECT�RAL M I�0 M�����i�Q� s�H��ui�s '� ��, r� � � � $. CC}OR[�lNAT�AL�ELECTEt1CAl.AND MECHANICAL FIXTURES Tt"�FIT WITHIN CEILCNG FLQC?R . Grid Bubble Materia4 Tag _ _..__.,_ __.. . . _..___._ _ � ��� PARTIAL PLANS i �� �'�° � �� t PRC��E�T TEA�'1. A pp I AREA CALCUTAT[ONS M I a I Ar�ca wa��,s�;ac�s. v�Ri�r w�Tr���c�iT�c�r wr��r�oiv���rw� ��or� caw�,wENCS. MECNAMICAL SCHEDULES � � �� a � < � � � 61tACED FRAME ELEVATIONS j : � � 9. iN-r�E�v�r�-r�-��-c aac�r�-ioN��.a�-Ai�s a��u�a,��c�is r���Q�Q��-r��corvT�acTO� A OQZ GRFA CAL.CO�.AT10N �XHIBIT M �O I RECREATIONAL LEY�L MECNANIGAL PlAN � ��� � ��` � MECHAN{CAUELE�"T'R1CAL ENGINE�R. � �� I SNEAR WALL �LEVATION � � ��` � FC)R CONSTRUCTIQN t�F At�IY ASPECT C?F THE PRCJJECT,TNEY SHALL kMMEC7IATELY NOTIFY TNE ARCH(TECT: ? � �aoER �rv�ir����irv�, ��vc. BASEMENT DEDllCT10N CALCULATiON EXNIBIT � �QZ �EDROOM LEVEL MECNANiCAI PIAN ! � � ��. ���;� ; ARGHITECT. FAII.URE TQ GIVE 10 QAY h1GTlCE TO P,RCHITECT SHA�L Nt7T CUNSTITUTE A DELAY K.H.WEBB ARCHITECTS P.C. A OOJ � �(t(1 '°h �io w. �.�oNSH�Q c�RC��, ur�CT A TYPICAL CONCft�TE DETAIIS � .. �`"�� ; 4069� HIGHWAY 6, SUITE E2 UV � ' w-r����o�ECr. v���.,eo����7 P,o. �ox ss�a A QQ4a SITE COVERACE CkkI,CULATION EXH161T � ��� MAIN LEVEL MECNANICAL PLAN � "�� ��� � = ; pH.g7�.�7�.�g�o avarv, eo s�.�zo � � (Q TYPICAL FOOTING D�TAILS - � � � � 10. TNE GENERAL CQNTRACTOR SHALL BE RESPf�NSiB�E FQR SATISFYING AL�APPLICABLE CQDES �ONTACTS: 97t}-$45-7910 (EXT. 116) A �Q��} SITE COVERAGE CALCULATION EXNIBIT, CONT. M �Q� MASTER LEVEL MECHANICAL PLAN � � KNWEBB AR HI E , P s A N D C 3 B T A f M N G A L L P E R M I T S A N D R E Q U I R E D A P P R t�V A L S. T N I S P R O J E C 7 I S G t 7 Y E R N E D B Y T H E K Y L E H.W E B B ky le a�k hwe b b.com 9 7 0-4 7 0-4 3.1 6 f C E�L} S � �� TYPICAL FOUNDATION WAL1. DETAILS C p p y R I G N T Z O i 2 � INTERIVATIfJNAL BUILDING Ct?DE AND THE{NTERNATiONAt,RESIDENTIAl,CC3DE. CC?MPLIANCE 970-$45-7522 (FAX) A Q��j BUlLDING NEIGNT EXHiBIT M �05 MASTER LEVEL {B} MECHANICAL PLAN � S T A C E Y G C)E H R I N G s t a c e y@ khwebb.cam F O t 1 N D A T I O N W A k L D E T A I L S ` IS MAhJDATC?RY. THE CQNSTRUCTIC}N C3C?CUMENTS SHALI�NC}T PERMIT Wt3RK THAT QC}E5 WWiN.RADERENGINEERING.Ct�M MECHANICAI SCHEMATICS � � �� k N U T C O N F Q R M T t"�A L L R E I.E V A N T C O D E S I N C LUDING IN UBC AND A��LOCAI.ANd REGCONA� CC?NTACTS: A QQ� C4�NSTRUCTION MANAGEMENT PLAN M ��� � G�N��a�.eoNrr�c�roR: a�Ew Rao�� � � ��Q TYPICAL STEEL TO CUNCRETE CONN�CTI��iS ; coa�s. � R.A. NELSON BRYAN HOULE M ��I MECNANICAL SCNEMATICS � 5 I EAGLE Rt�AD#2 S �Z I TYPICAL STE�L TO CONCRETE CONNECTIONS " ►i. �-���ErvEr�a�coN-r�ac�-aR Arva su�co�vT�,ac-ra�s s��«��E�.c�cooRaiNafi�a�v� �.a. Q�v�rER s�oo A I O I I/4'" RECREATION LEVEL (A} FLOQR PLAN M 3 Q� MECHANICAL SCHEhIATICS � QBTI�IN APPROVALS FRQM Tk-fE ARCNITECT/ENGINEER BEFQRE ANY CUTfi1�JG,NOTCMNG,QR AVON, CQ 81620 S ��Q TYPICAL SLAB ON GRADE DETAILS k � DRI�LING UF ANY CAST-IN-PLACE�C3NCRETE,STRUCl'URAL FRAh11NG,OR ANY UTHER PH.970.949.5152 LANDSCAPE ARCHlTECT: A ��� (I4° BEDROOM LEYEI. (A} / REC LEVEL (B) FLOOR PLAN M 3p3 MECNANICAL SCHEMATICS � ; SLAB QN GRAD� DE�fAILS � � � STRUCTURAL ELEMENTS WMICM MAY AFFECT THE STRUCfiURAI.INTEGRfTY OF THE CfJNTACT: CERES LANDSCAPE ARCHITECTURE � � �o �ox z1�� U4" MAIN LEVEL jA ! BEDR4aM (.EYEL tB FLOOR PIAN M 4p4 hIECNANICAL SPECIFICATIONS � Ct}NSTRUCTtQN. DANNY ALC?AZ A ��� t � 1 � n � � JASON MORLEY EAGLE. CQ 81631 S ��U TYPlCAL RETAINING WALL DETAIlS � � I, PH: 97t1-94�-32�6 A �Q� U4" MASTER LEVEL (A) / MAIN IEYEL (B) Ft40R PLAN (� �Q� GEOEXCNANGE SPECIFICATIONS � � �, � 12. TNE GENERAL CQNTRACT{.7R SI-fALL VERIFY ALL EXISTWG�RAQES AND SCALE QUT TFiE ! � co��rac�: $ ,�Q� TYPICAL STEEL BEAM CQNNECTIONS , t,�',�, q �` BUILt�ING F(7CJTPRlNT FQR C?W�IER ANC7 ARCMITECT APPRt)VAL PRI�R TQ BEGlNNWG ANY SITE �yr " t SEQUENCE OF QPERATION � ? `�°'�- i/4 MASTER LEVEL B FL04R PLAN M 402 STRUCTURAL ENGINEER; SC'QTf S�NES � I UJ t � waaK. TYPICAI STEEL BEAM CONNECTIONS �, 1 MARTIN/MARTIN CONSU�TING ENGINEERS �*� 225 MAIN STREET +�a�"••• w i = 13. THE C>V�/NER HAS BEEN ADVISED THAT DUE Tt� FIARSH W(NTER Ct�NDITI{JNS,RC}QF Sc DECiC URIIT C 1Q1 A ��(� +� � ,�Q� STEEL BEAM CONNECTIONS � t.:? ! LIGHTING DESSGN: �� 114 R40F PIAN ""'� c� � i � SURFACES MUST BE MAINTAINEQ REASQNAB�E FREE OF ICE&SNflW TO ENSURE MW(MA� EDWARDS, Ct� 81632 HEFFERAN PARTNERS�HIP LIGHTING DESfGN E LECTRICAI � ��� STEEL DETAILS 1 � � � � PROBLEMS W[Tti THESE SURFACES. PN: 97Q-925-6Q07 � r, C(�NTACT: 245 CAMDEN PLACE 14. SU65TtTUTIC>t�lS C7F EQIIAL"PROI?UCTS WILL BE ACCEPTABLE WITH ARCHITECT'S WR(?-f"EN SEAN MC}LLOY, P.E. (Ct�} BOtlL[�ER, CC} 80302 � ��� I{Hr� BUILDING ELEVATIONS E ��O ELE�TRICAL LOAD CALCULA�IONS & ONE-LINE � � (� BRACED FRAME DETAILS � Q --� , PH; 303.447.3566 "'� APP�av��. corv�aeT: � �Q� {l8° BUILDING �L�VATIONS $ ,��Q TYPICAL METAL DECK DETAILS � � ..�; '�" � �''` .."�" � �= ��> I S. IT fS T€-IE INTENT AND MEANING QF THESE DC)CUMENTS THAT THE GENERAL CQNTRACT4R CIVIL ENGINEER: KRYSTAL MACKEY S 531 M�rQ� o��� d�ra�ts ? •e,-,� � � .�-�' AND EACH SUBCONTRACT[`iR PRQVit?E A�.G LABt'�R,MATERIALS Ti2ANSP�RTATiON,SUPPl.fES, �VA, INCORPC?RATED � EQUIPMENT,ETC.TQ OBTAIN A CC?MPLETE JC}B WITMIN TFiE RECtJGNIZEL?S7ANC}ARDS C7F THE �Z� MAEN STREET A ��� II4�r BU1I.DING SECTIONS S ��� METAI DECK DETAILS � �� � � 25 QLD TQWN SQUARE, SUITE 2QQ ' � � � INC?USTRY. � '}(y� ri FORT CC�L.LlNS, C� 80524 ,�� If4 BUiLDING SECTIONS � ,��Q TYPICAL META�. STOD DETAILS � ,,,,,; ; PH: 3q3-565-4963 I b. ALL CC�N�TRUCTiQN IS TC� FIT WfTHIN THE BU#LDI(*IG ENVELOPE ANDIQR C}UTSIC�E CONTACT: A ,��� I I�I�� BUILDING SECTIONS � �j�� TYPICAL METAL STUD DETAiLS � � y .x'� SETBACKS WITFIQUT CREAT{NG EASEMENTS. NQTfFY ARCNITECT IMMEDEATELY t?F ANY RQMEC? BAYLOSIS, P.E. —� ; o�sc��PaNC��s. A ��,� 1l4" BUILDiNG SEC1'IOP�S � �,�Q EXTERIOR WAII DETAILS �� �� � �� � �/ � � !7. TNE GENERAL Ct�NTRACT{�R SHALL FI�I�C7 VERIFY TH�L.00ATIONS C}F ALL E}CISTWG GEQTECHNICAL �NGINEER: � � � UTIl.IT1E5. ALl�UTILITIES SHAL� BE L(�CATED TQ h11NiMiZE EXCAVATIt�N AND VEGETATIdN HEPWC?I�TH-PAW(AK GEOTECHN(CAL, (NC A 1�, �� � ,��� Q� ����. � iMPACTS TC?THE SITE. 5Q�0 CQUNTY ROAD 154 "' "�� ,/� ���� �P�� � � GLENWOOD SPRINGS, CO 81601 ; , 18. THE GEf1lERAL CONTRACTQR SHALL MINIMIZE TME LIM{TS OF EXCAVATION AND T'AKE PH: 970-945-7988 "�"��� �� ���� � CONTACT: ` ADEQtJATE MEASIlRES T4 PRQTE�T ALL VEGETATIC}N BEYtJNb THE�IMITS QF EXCAVATIC�N. ALL A �Q� �j�'� WALL SECTIONS 4 AREAS C}�DISTUI2BANCE SHALL.BE RE-VEGETATED Tt3 B�END WITH THE NQN-DISTURBED „ � i r� LANDSCAPE EXCAVATIC?N. AI.L AREAS C?F DISTURBANCE SHALI.BE RE-VECETATE[7 TO BLEND A 402 �f� WALL SECTIONS � PRC)�ECT: XXXX � WITH 1"HE NC?N-QlSTURBEQ LANC}SCAPE. SURVEY�?R: �I4�� WALL SECTIONS � DRAWN BY: SG ; EAGLE VALLEY SURVEYING A 4Q3 �.o. �ox �.z3o ,� � DATE: 03.28.13 I 19. THE SCtILS REPORT IS AYAfLABLE FRt7M QWNER'S S�I�S ENG{NEER. EQWARQS, CC? �1632 A 4�� 31� w��.� ���r�{�NS � � 970.949.1406 � �nr ,� 20. GENE{2AL Ct3NTRACTC7R SHALL VER}FY ALI.SITE DEVELOPMENT WITH l�NDSCAPE PN: 303-565-4963 �� 3i4 WALL SECTIONS � ; � REVIS10N5: CONSTRUCTION DQCUMENTS. THE SITE PLAN IS Ft3R GRADING ANL�IANDSCAPE PtAN 1S FC7R CaNTACT: ff I + LAYt�UT; ANY L�ISCREPAt�+[CIES VERIFY WITH ARCHITECT. MIKE P(?ST A 406 �/� YVALL SECTI+ONS (F1NAL DRB 04.22.13, � �___�__� L__-------------___�._�`____ �F1NAL DRB-rev's � �fl6.13.13� � A �I O STAIR: MASTER A-ONIT � I FINAL DRB�rev's ;7 0�.�.� r � �INA�. DRB-rev's �07.15.13 A 4� � STAIR: MAIN A-UNIT 4 ________.-- -_�_. I. STAIR; MAIN B-UNIi �FINAL C?RB-rev's j a7.3z.z� i A 412 �Pricin�_set _� �09.09.13 Permit Set 12.09.13 A 1 f --- f � H 0�1 WINDOW TYPES & SCN�DULE Pricing Set 02,14.14 � ��� � �_._.___________ _i��_�_ i A U�t� WiNDOW TYPES & SCNEDOLE � �Changes to App•__ ;tJ3.24.14 f � �Permit Revisions 05.27.14 � A GO� WINDOW TYPES & SCNEDOLE it !_ __ �-_— � I 3 I � 3 t ��f�/l { � � wt � I i � � � * � � � k 3 t � � I . .. .. ...... . . ...... ..._.. _..... ...... . ......... . . .... ...... ... ...... . . . . . . .. .. . . .. . . .. . .... ....... . . . .. ........ _.... ..... ...... ...... . ....... ... .... ..... .._. . ... . . ..... .. .._.. ....... .,..... ...... ....... .._.. .._. ........ ....... ........ ....... .... _.... .. ... .._........ .... ...... � .. . .., . . .. ........ ....... ....... ....... ........ .... _. ... ... .... ....... .. ...... . . . .._ .. . ... . ._... .. .... ....... . .. . . ...... .......... . ........ . . . ..... . ........ . ........ .. ... ...... .. . ........ ....... . .... ...... ...... ... ....... .__. ....... ._.. .. .... ...._. ._... ....... .., . . . .. . N(7TES: 1) DATE QF SURVEY: 8/Q3 f 07 STAIRS TOPO ADDITIONS: 11 j15/13 (CL.OUDED AREAS} 2) SURVEYOR HAS MADE NO INVESTIGA710N OR INDEPENDENT SEARCH FOR AMENDED P�,ATS, EASEMENTS OF RECORD (OTHER THAN PLATTED}, ENCUMBRANCES, RESTRICIIVE COVENANTS, OWNERSHIP TIT�E EVIDENCE, QR ANY QTHER � FACTS �1-IAT AN ACCURATE AN(7 CURRENT TlT�E SEARCH MAY DISCI.QSE. BUI�DING OU`iLINE 3) NQTICE: ACCQRDING TO COLORAdO LAW Y011 MUST COMMENCE ANY LEGAL � .---�,����~ � AFTER YOU F1RST D SCOVER SUCH E ECT. INRNOYEVENTi�MA Y ANYEARS ACT10N BASED UPON ANY DEFECT IN THIS SURVEY BE CC?MMENCED MORE SEWER MANNOLE � TWAN TEN YEARS FROM THE DA7E pF THE CERTIFICA710N SHOWN MEAS. RIM=8140.4 HEREON. INVERT=8127.8 �.� ? �C 8179,2 4} BAS(S OF ELEVATION: SEWER MANHOLE AT NE COR LQT 5 INVERT-8127.8 (SEE DRAWING}. BASiS OF E�EVATION �.5 1 8179.6 � 5 BASIS QF PRORERTY LINE �OCATION:PR£V. FND. MONUMEN7S ON WESTER�Y LINE LOT 5. PREV. FOUND P{N � 1 ) & A�UM. GAP CENTER1.iNE ! LS#16827 STREAM � 6) 2' C{?NTdUR INTERVAL. � �.� p.-J � 7) BUILDING SE7BACK INFQRMATION IS NQT PLATTED. PRIOR TQ ANY DESIGN � / GQNC. WALL WATER t OR C(?NSTRUCTION fMPROVEMENfiS QN THIS PRC?PERTY, THE TQWN OF VAIL �_"�`/ Q.5 FLOWLiNE FEATUR� .7 i SHOULD BE CONTACTEd FOR CORRECT BUILDING SETBACK INFORMATION. �� ' 0.3 STREAM E�EC. � .5 � 8} PC3STE[} ADDRESS: 463 BEAVER DAM RQAD. � 0.5 ^_ 0.5 0.7 0.5 t�UTLET Q.6 81�0 i / ��.-_. � ` ��2�g� �` t EC�GE � p, r 9} fiHIS SURVEY ANa TME INFORMATI4N CQNTAINED HEREON IS THE PROPERTY OF � !Gi� 0.6 � TQP/BACK CURB p,� 0.? \\ _ e ��N�. � � EAGLE VALLEY SURVEYING, ING. AND IS {NTENDED FOR THE SOLE USE 0� TNE t}.5 fj ~ L�T 4 t DRIVEWAY ; ,3 % ORI�INA� CLIENT ONIY. ANY USE C7� C�R TRANSFER TO OTHERS IS PROHIBITED. r rl 0.6 � � .3 � 10) BEARINGS AND DISTANCES ALONG PROPERTY I.iNES SHOWN HEREON ARE ��, 0.5 814X.3 0.7 � 1.0 0.6 % i AS SHOWN 4N THE SUBDIVISION PLAT ONLY. A BOUNQARY SURVEY WOULE� 0.� 0.5 0.5 p,� �q �9 " ` � � � INV, OUT �.4' CMP �� NE�ESSARY TO DEf"ERMINE THE TRUE DIMENSIONS OF THE LOT AND ' �� �,��,$� � 0.6 �` �1 a 1 9,6 t� E�=8172.0 SEfBACKS, WHICH MAY VARY FROM THE PLATfED DIMENSIONS, � 0.6 24, 1 �/�44��,E�. l� 0.6 --�� �' �"`'�+�.,,� ^�Oj.f Q.5 � UTILITY f ELECTRIC BOX / _� POSSIBLE SEWER Q.1871 AGRES � •G, • ._,,, 18.1' � � ! �� NANt�MOLE 2,0 � \\ � 8179,1 / 10.0 SERVIGE LINE FLAGSTONE °'�J �.�-O {� 8159.0 % �-5 ROCK{1YP.) � � X.X DENOTES CC}NIFEROUS TREE WITH APPROXIMATE TRIINK DIAMETER f IN THIS AREA. CONC, WA�K � °�.':u:.: ELEC7RIC TRANS. �� WALK p 0.3 �Q.6 t1.6 «'�F�;y � l GATE � EA EMENT� IRRIGATfQN • f 52 `'�� � � ` �� 1.5 '`'�V�%-;(J+' �l1 � � HANDHOLE (TYP,} O m 1 "°'�--�� � � \* 0. t ELEGTRIC METEft /� r,_ �° +% `I ui �18159.3 ' °-- 1NGRESS & EGRESS '^ �1 �� ; X.X C?ENOTES DECIDUOUS TREE WlTH APPROXIMATE TRUNK DIAMETER `"� 8155.9 �8 ! " ---�.� EASEMENT � �1.2 � 1 81 X5.6 � ,���'`"-= .fi,. 8159.1 � �8.4p``�" {BOOK 462, PAGE 63i} � ��� j� � . �,r C1RCU�AR � 25.4 8159.1 x 8159.1 8159.5 � � � ,.;°��. 1 STC7RM GRATE EL-8175.7 j � `"' ••r:°:?.='... ti ' a � � �,. STAiR .,,,,0.5 � �, �� Bt}ULDER �-�;y�:;-.,.�. � WV. EL=8174.1 � t � y�f �o � WALL '`�-.:;-,:,�: � � 4p ` `,,�'1 J SECOND ���`` tr�d` �,,� `� PLANTEFt J .y'" ��� �,,*° $I79�3 1 SPRINKLER VALVE ��. � I j FLOOR �i � 8155.3 � r.4� � ;r.;�,.�.,z,�� 4� i �<:u:. � �817�A / DECK rt THIRQ�"` -., GARAGE SLAB t =�,.f�:.�s.,. � `,� t j � 8146,4 $148.9 � FLC}OR 8158.3 1 0.5 r�,;;:•.•-�': "��.: 1 �,�� ! �,� � :��f:`��'� -� � � 8145.8 DECK o rn t � `:'-'�<;�:;:; 3.0 �`'�8179.0 �'� 0. 0.5 � ! � I ,�e� cri c� EDGE ! �r;r.,....,�-: 2s.�• d: � 0.4 E�EC. � Ct7PiG. �p� p f �. 155. BUILDING `� � OUTl.E7 ,.,'" � ,�.,ti / DRIVEWAY 1 0.6 ��.° '?=" � � / �6 � r-J QVERHANG i ' �`��i'~' ` i f r ENTRY � � t 0.5 c,+� � r 0. �, � j 8i 4&.4 � a � 2.0 a _ .4 x8177.2 i O f .-W � �, � 4 1 / � , � C� f �/`� ` `� t � rn � i �.3 � ° �� 1 SEWER MANHC��E � � `"" ' �e o � 0.6 ,�„+:r:`: �\ � FLOWL.INE / " " ( ' � �" GRATE 8159.6 � .;.._ x�; t SIREAM f J r' i 8159.2 �t Q.5 fry-'��+f'i. -�- �� �t � •<',;r' ADDRESS \1�iC !8� 179 Z �.. / z I � � �.4' 1 - - ---. � � 1.0 � I � ' i � EN7RY Zs.o• � PLAN"!ER � �C� ����~�` R4CK �,,.- 8178.3 + `.. �? j • � " � 2 STC}RY WfWALKQUT 8156.4 j � ,, 0.6 `� � JACUZ21 � � N� %° ROCKfSTUCCO DUPLEX COVERED 59,4 � 1.Q y 0.5 � r 1 \ PAT10 � � ENiRY �� '�''p �� L1=06'22'�6" � •P � '� 1 i BUII.DIN6 m ,,,, z s' �i °'.�L f`4� i,5� �' � � R=379.47' i 1.0 W � ---. � OVERHANG �° �` � ^ -� c'. � � � •--�,.� �N� . ._„�_� FLAGSTONE `oQ � L=42.27 � } � 1.8' �QO'00�/ � WALK �c'� $177.4 X T=21.16' s y > > f � r 0, x ..., i � 22.8q Q 0.5 BRG=N57'01 32 E � 0 10 20 3C} _.._. . ; _ _ • - . r � /�� GRATE 8160.0 0.5 LIGHT ` � f� C LEN=42.25 � 8179,5 " � cv 8159.4 8159.3 t TYPIGAL �' ' 1 0.8 WATER EDGE � � D,6 r �, s.s' 0.3 � . �� 0.4 � � � �'� j FEATURE ,/PON� = N � 'k�,�' � j � � � 0.3 �� 0.4 �� ., � ` i EDGE ASFHA�T ROAD � � � c�° 0.3 d � �� 0.5 STATUE 8175.9x � � '""`� � �5 > � ��� N PARCEL � � o.s ,t � p� � f J �, � ���� 'n 0.6 � 0.2388 ACRES �t 4.4 ,r� ` � =� rtr � `'�.,,� x 8156.2 •s, r,, "� � a 8176.3 � « v` c' "�, t 8.8' �`�� h ��DECK ELEV. � � �� � �� 8177.7�.� �~""' ___ ..�8179.8 � /� C3 � 8161.7�{ r .»., i � p� C� 4 ,�f.,.�=;,,``..;:.�..�,.�'� ,-�(' � ----... 25. -� ----_. s.v. a.....�. 0.5 r ,.-'' 8180. (�' �, � ��`:'�.,s.... ':':?:': :. ` .�, a 78•7' - ---_., '"> °-- PLANTER � 0.5 8173.7 '� �-' STONE C� :..: `�' ,�.�, . �� - :.�a��r,.•,;� :' . � SECQND � �' � � '� ;F,���.,p`ro,,,;r;;,,.< �. � , -., "o, t ,� 8176.2 � WATER VALVE ^ ��PATfC? �' t�:�::a�:�.,.�.�.,,:.v,a:" :s , . � ti BELC}W FLfJC?R � THiRD � t s.1' � � i� Q.5 f, � � � � � ��8146.0 C�ECK �� FLQOR .,. � � ..� 8159.6 f°` ",�.. t> ��'� � ,.,,. DECK BUILDING � ��"�C?'pp� � `� 8163.3�� �i' r�f � � �� �° � ROCK EDGE .5���` ' -�. . "°'---. :_'• ,� OVERHANG ,�� ar s.o., 18.8,3, �8181.5 ,� �,. /. � � � � BRfDGE CONC, 0.5 °- �' -�.. . 8146.4 ��'�_ '" �ry .., M � � �* .�°� 8174.2�� '� Q j BELOW ,'., s.s• s.sR �' 4.0, lz �� �.� %: . �' � � � _ ENTRY 1 Q.8 __ _ . �.a . � �156.4 GRATE �� �� ' '' a �f� • � �? �Y 8146«7 0.5 0.5 `�`` ERGEL��"'° Q � 8165,1�,, �'�81?0.7 � � t '� rn � �i B111�DiNG 8159.3 � ° r �' � � � 0.5 � �ONC. '-�----•� �o.t' {?VERHANG k$16�.6 8166.7��' " °f�8169.3 �r� 0.5 STATUE �8180.4 p Z r , � � � ��PLATTED . GARAGE SLAB � t�-��•05 �7 � SURVEYOR S CERTIF{CA7E Q.rJ'� ��.1���{N�a $1�J�.�J O� r R=.J7�.4'7 .� °� 48 0.7 •., FLAG�TOhlE 48 � OVERHANG � r� �` 8171�8 � �.=9fl{��00' � {, Michae) J, Post, a ProfessionaE �.and Surveyor registered under the laws of _� � ` WALK � � � � � ,,' � � � T���y��t the State af Colorado, do hereby certify that this topographic survey was � � 0.5 �--,,. �,I •�..., d� `° � � EDGE °'rn .�' � g1gp.g � � made by me and under my supervision, and tha��#���s+�r�vey is accurate and �4x g��� ( � 8165.3 co .' � BRG=N52'4�'fJ2"E cnrrect to the b�st of m knowled e ����� ������ ��' � PRINKLER�� CQNC. � (,�,j Y 9 • �'� �a��.'"� 0.7 `�, a.�' "' �ry ALVE (TYP) � DRIVEWAY r.� 8t 70.2 0.8 i G LEN=99.71' �„ ����������:�����e��;���� � 1 8168.1 �� �� � �* 1 X %� l�: ,,-^ C 'c� � ,� � � \ 52 0.3 8156.3 a. 5.�, ��Q.6 t f�r' n t � � _ __.�.__._._ ^�, � s.s� 3�" � � �. ��� � , �� � Q.6 ,� • �8165.7 P�� 0.8 � TOP BACK CURB � Colorado ��� ������ � ��� � Miahae� � � a � �.8 � ��»� � ' ����� � .6 o i 8167.b � 0,4 t .� � +� �� � , '� ��,�` ' �� BIJiLDING � � � i l� 0.4 i ���',.�����° ��� ������'��'�� 0, 0.6 OVERHANG r,��I � � �!��� � �� � �" .6 ' F�c�WL.iNE g 1.5 _ "'�' � 8166.8 0.$ 0.7 8181.3 I Date. � �� ��'_:.,_� ` �� i � 0.4 0.7 8181.1 �a�� ` ti `� �-- STREAM � '�` ~ 0.6 � t � � ' � ----~-"`"`_.. " r �s. • � i �.4 0.8 � q �^��' �,� r'' �''�� SECOND t j 1NIRD z 8159.9 ' , � � � , � � �� FL(7WL.INE �,� '� �. � � F�OQR J � FLOOR � �� � r ti ' t� TREAM------� '� � � DECK �-_yf._ DECK � t �t _ 0.4 `.� 0.4 � - � � -_ � � i � �� � . ._ � �� �r �8166.1 i� i ti � . � 4 .�., . .6 4.5 � �' . �--_ f`'�2.5 ' . • '���",�"'v-�'"--�f 8166.5 ...: . 0.5 Q.4 0.7 � _. ..... .__ _ _........... _ __ __ _. ___ _... .s PARCE B � �t� ..� ��.� :{. `�� o.� ' �'r d RocK �r= ; ` �� .� o.o7ss �c��s \�--- � . ._._._,-... .�.` � � (� o.� _ `�:�:�;?=` a.� o.� ' 1 ' ` � -T� . ��� �s .` � � 0.4 ,.,�� *8182.Q .6 Q '� FLQYVI_INE � .,.. ,,..-°� f��r�,:� 0.5 Qy'�`'l� 0.4 � PED(TYP} 8 2.0 ,� PH4NE . . , $4.00' '`�-. � STREAM * ' . r N PED(TYP) 78.75' rv����9'�w ��.o0 8�g� N 49"W 162.75 a.s �.,,, e..�-�.._., \ .~. <, �`� '°"-- `''�" -�' ; 0.�# -° ,�`-'� & AL�M.'CAP �.� 1.5 �•� ROCK 0.5 WA�� LANDSCAPING ENCRQACHMENT LS#16827 RESUBDIVlSION LINE TABLE EASENtENT BY EAGLE VAL�EY �.�.y�,g.p. SANITARY SEWER ASBUILTS SURVEYING DATED 12f05/89 SHOW A SEWER CLEANfJUT lN TNIS AREA t�NE BEARING D1STAtJCE NOT KNt3W1V IF RECOR�ED WITH A SEWER �INE C�NNECTIN6 TO THE POND Li S55'00 flQ'V- �.�._ 2.10' MANHOLE TO THE NORTHEAST. NQ SURFACE � L2 N45'24'S8"W 2.77' EVIDENGE OF THkS CLEANQUT WAS FOUND, STONE DECK l.3 N35'00 00 12.88 8UT IT COULt1 BE BURIED. L4 S55'00'00"W 3.20' L5 N35'Op'00"W 9,10' R4CK WALL ` L& S55'00 00 8.$1' L7 N35'00'00"VY 8,52' ��,�no ou-ruN� LC�T 1, BLOCK 2 �s s���ao'oo��"'uv 7 71� TCJ P OGR A P N I� �U R VE�Y VAI L VI L�AGE, SI XTH FI LI N G ��o N�s•oa'oa„w �.os' �/���E L� �t �i '� BUILDING OUTLINE A RESUBaIVf�ION �JF �C}T �, E��C��K 4 41199 NIGNWAY 6 Sc ,�4, E,�G�E-��,� VA I L Vi LL.A G E# �(--!�1\� F)��N t,7 �.a. �aX ���� � Tt�WN OF VA{L, EA��.E Ct�U N TY, CC���RAat� EDWARDS. C0. 81632 {970}949-14a6 ADDITIQNS: 11 j22f13 MI.T 928T-ADaTN.dwg �/as/o� K�,� J�JB Na. 928 A�BREVIATlCJNS LEGEND SUBSURFACE DRAINAGE NOTES: ��".�� 1. All MATERIALS AND WORKMANSHIP SHALI. BE IN CONFORMANCE WITH THE LATEST STANDARDS ANR SPECIFICATIONS t�F THE T4WN OF VAIL, FAGLE RNER 1. THE SUBSURFACE DRAINAGE DESIGN AND SECTIONS ARE BASED ON GEOTECHNICAL ENGINEER RECQMMENDATIONS. REFERENCE THE WATER AND SANITATION DISTRICT, VAIL FIRE AND EMERGENCY SERVICES, COL.ORADO DEPARTMENT OF TRANSPORTATION, AND APPUCABLE STATE AND �"���� L� SURVEY CONTR�JL POINT GEOTECHNIGAL ENGINEERING STUDlE5 PREPAREQ BY HEPWORTH-PAWCAK GE4TECHNICAL FOR FURTHER RECOM�IENDATIONS. LOCAL STANDARDS AND SPECIFICATIONS. THE CONTRACTOR SHALL HAVE IN POSSESSION AT TME JOB SITE AT ALL TIMES ONE (1) SIGNED COPY OF 'i�„`��"�" _ AASHTO AMERICAN ASSOC. OF STATE HiGNWAY AND INCL INCLUDED � BENCHMARK APPROVED PLANS, STANDARDS AND SPECIFICATIONS. TNE CONTRACTOR SHAIL OBTAIN WRI1TEN APPROVAL FOR ANY VARIANCE TO THE A80VE �i% �i,�/ ` TRAN�PORTATIt}N {�FFlCIALS !D INSIDE DIAMIETER 2. REFERENCE THE HYDRAULIC CONQllCTMTY TESTIN� AND ESTIMATED FOUNDATION DRAIN F�OW BY GP.NSER LUJAN & ASSOCIATES. DOCUMENTS. NOTIFY ENGINEER OF ANY CONFLICTING STANDARDS OR SPECIFiCATIQNS. IN TNE EVENT OF ANY CONF�(CTING STANDARD OR , - ABAN ABANDON IN INLET � PROPOSED MANNOLE „ „ � SPECIFICATION, TNE M4RE STRINGENT OR HIGHER QUALITY STANDARD, DETAIL OR SPECIFICATION SHALL. APPLY. AC ASPHALTIC CONCR�TE PAVING INSUL INSUI.ATION "�; 3. PERIMEIER AND UNDER SLAB DRAINAGE PIPES SHAL.L $E PERFORATEQ 4 SDR 35 PVC WCTM TWO {2} Y DIAIUIETER HOLES 6 O.C. 120� 1VA,in�arPorat�d 25 Old Town Square T EXISTING MANH01� APART PLACED AL4NG THE BOTfOM S@E OF PIPE. 2. THE C4NThACTOR SHAIL 48TAfN, AT HIS OWN EXPENSE, AL� APPLICAf31� CODES, LICENSES, STANDARD SPECIFlCATIONS, PERMCfS, BONDS, ETC., iNHICH Su�te�oo Fart Collins,CO 80524 AGDL ADDETIONAL, INV {NVERT �°.'> NT'A a 15„ AREA aF�AEN E-mail: info@JvaJva.tom ADQM ADDENDUM IRR lRRIGATI4N 4. SLQPE AL.L DRAIN TRENCHES AND PlPES AT A MINiMUM S�Oi'E 0.50� (1 f16" DROP PER FOOT). ARE NECESSARY TO PERFORM THE PR4POSE[7 WORK, INCLUDIN6, BUT NOT LIMCfED TO A L.QCAI.. AND STATE �ROUNDWATER DISCHARGE AND �OI.ORADO A[�J ADJUSTABLE n 12" AREA DRA(N DEPARTMENT OF NEAI.TN AND ENVIRONMENT (CDPNE) STORMWATER DISCHARGE PERMIT ASSQClATED WITH CONSTRUCTION ACTIVITY. Phone:970.225.9094 Fax:970.225.6963 AL AL.UMINUM JTS JOfNTS � GOMBINA�ION INLE� �. �E MINIM4lM TRENCH WIDTH SIiALC.. BE 12 INGHES. 3. THE CONTRACTQR SNA�� BE RESPONSIBLE FOR N071FYING THE REQUIREp PARTY (OWNER, OWNER'S REPRESENTATNE, MUNICIPAl.jDISTRIC7 INSPEGTOR, ALT A�TERNATE 6. TKENCH SlDE SLOPE5 SHALL BE EXCAVATED WCEN A NiAX1f�t�M 51DE SLOPE OF 1.1. GEOTECHNICAL ENGINEER, ENGINEER AND/pR UTILI'Cl' OWNERj AT l_EAST 48 HOURS RRI4R TO START C?F ANY CON5TRUCTI4N, PRIOR TO BACKFILI.ING, ° } .* " " �. AMT AM4UNT KB KICKBLOCK � TYPE R INLET AND A5 REQUIRED BY JURISDICTIONAL AU1'HORITY ANp/OR PROJECT SPECIFICATIONS. THE CONTRACTOR SHAII CONTINUE WITH NOTfFiCAT10NS APPROX APPROXifviAATE KO KNOCKOUT � TYPE 13 FfELD INL.ET 7. MAINTAIN INVERT OF DFtAAIN A MINIMUM tJF 12 INCHES BEI.flW BOi?t}M OF Fl.00R SLAB. THROUGNOUT THE PROJECT AS REQUIREU BY THE S7ANDARDS AND SPECIFICATION�. ARCH ARCHlTECT(URAL� KPL KICK PLATE �! FLARED END SECTION 8. LATERAL UNDER SLAB PIPING SHALL. BE PLACE� AT :4 MRXi�IUM OF 15 Ff ON CENTER. ARV AIR RELIEF VALVE KWY KEYWAY 4. TNE LOCAT(ONS OF EXI5�ING UTIL�TIES ARE SHOWN IN TNE APPROXIMATE LOCATION BASED ON INFORMA710N BY OTHERS. NOT' ALL UTIt.lTIES MAY BE ASTM ANIERICAN SQCIk�IY FOR TESTING AND t4lATERIALS RIPRAP 9. MAINTAIN A MINIMUM 4F 3 lNCHES OF INASHED CRUSHED ROCK BE�UW ALL DRAiN PIPES. SHOWN. THE CONTRACT4R SHALL DETERMiNE THE EXA�T SIZE, �OCATION AND TYPE OF ALL EXISTING UTILIIIES WHE11iER SHOWN {}R NOT BEFORE ASPN ASPHALT L LEFT OR LITER C4MMENCING WORK. THE GONTRACTOR SHAL� BE FULLY ANp 50LELY RESRONSIBLE FOR ANY AND ALL DAMAGES AND CO5T5 WHICH MI�NT OCCUR BY ASSY ASSEMBLY LSCAPE LANDSCAPE{ING) ► TNRUST BL.00K 10. THE UNDER SIAB QRAINAGE LAYER, TRENCH ROCK, AND PER1MEtER DRAIN ROCK SHA�.L BE FREE-DRAiNING WASHED CRUSHED �OCK AND THE CONTRACT4R'S FAILURE TO EXACTLY �OCATE AND PRESERVE ANY AND ALI. UTIUTIES, THE CONTRACTOR SHALL N4TIFY ALL PUBL.IC AND PRNA7E ASYM ASYMMETRICAL LF lJNEAR �OOT ►�I TEE WJ THRUST BLOCK CONFORM TO CDOT No. 57 OR 6� GftA�AT101VS. U11L1TY COMPANlES AND DETERMINE THE LOCATION OF ALI. EX(ST1NG UTILITIES PRIOR TO PROCEEDING Wli'M GRADING AND �ONSTRUCTION. All WORK AUTQ AUTOMATIC LP LQW PRESSURE OR LIGHT PQLE gENp Wj THRUST BLOCK 11. ALL PERI�fEfER DRAIN T�ENCNES SHALL BE �INED WiTH GEOTEXTi�E FABRIG BEFORE PIAClNG WASHED CRUSHED ROGK, WRAP PERIMEtER PERF4RMEp IN THE AREA OF UTIl.1TlES SNALI. BE PER�'ORMED AND INSPECTED ACC4RDING TO THE REQUIREMEMS OF THE UTiL.I�fY 4WNER. L.IKEWISE, AVG AVERAGE �-� ���� � E�Q �qp W� THRUST BLOCK DRAlN ROGK ENTIRELY WITH GEOTEXT{LE FABRIC. GE�JTEXTiLE FABRIG SHALL BE MIRAFf - 140N NON WOV�N FABRIC, OR ACCEPT�D THE CONTRACTOR SHALL 8E RESPONSIBLE FQR LQCATING AND MAPPING ANY EXISTING UTIL.iTY (INCLUDING DEPTN} WHICH MAY CONFI.ICT WITH THE AWWA AMERIGAN WATER WORKS ASSOC. L.WL �OW WATER LEVEL SUBSTffUTION. PROPOSED CQNSTRUCTION, AND FOR RELOCATING ENCOUNTERED U11L1TlES AS DCRECTED BY THE ENGINEER. CONTRACTOR SNALL CONTACT AND RECEIVE � GATE VALVE 12. REFER TO GEOTECNN(CAl. ENGINEER AND TNE EARTNWflRK SPECIFICATIONS AND EKCAVATI4N, BACKFILL, EfC. APPROVAL FROM C{TY OF CNERRY HILLS VILLAGE BEFaRE RELt3GATING AM( ENCOUMERED UTILJTIES. CpNTRAGTOR RESPONSIBLE FflR SE�'VICE BC BACK OF CUR� MAINT MAINTENANCE p REpUCER/INCREASER ° GONNECTIONS, AND RELOGATING AND RECONNECTING AFFECTED UTIUIIES AS COORDINATED WITN UTILI7Y OWNER ANDjOR ENGINEER, INCLUDIN� BFV BUTIERFL�' VALVE MAN MANUAL 13. REFER T4 APPRC�VED PLANS FOR STRUCTURAL, ARCHITECTURAL, AND LANDSCAPE PU1NS FOR ADDITIONAL SITE DEi'AILS AND DIMENSIONS. N{JN-MUNfClPAL UTILITIES (`CE�EPNONE, GAS, CABLE, ETC., WHICN SHALL BE CpORDINA7ED WlTH TME UTILITY OWNER). THE COtVTRACT4R SNALL B�.OG �UI�DfNG MAT� �1ATERIAf.. � W��R ���R 14. REFER TQ BUILDING PLUMBING, STRUG�'t1RAL, ELEG1'RICAl.., AND MECHANICAL DESIGN fOR UNDER StA6 U11l.ITIES AND FOUNDATlQNS. lMMEDIATELY CONTACT ENGINEER UPON DISC4VERY OF A UTILITY DISCREPANCY OR CONFLICT. AT LEAST 48 HOURS PRIOR TO CONSTRUGTION, 7HE BLK BLflCK MAX �AA?(IMUM � FIRE HYDRANT CONTRACTOR SHAIl NOTIFY THE UTILITY N4TIFICATlON CENTER OF COLORADO (t-80Q-922-1987, WWW.UNCC.ORG). Bt� BENCH MARK MECH MEGNANICAL 11GHT POLE 15. REFER TO MEP RLANS FOR POWER SUPPLY TO SUMP PEJMPS, (NGl�UDING BAGKUP GENERATORS AND BATfERIES. BMF' BEST MANAGEMENT PRACTfCE MFR MANUF'ACTURER � � 5. TNE CONTRACTOR SHALI. BE SOLELY ANQ COMP!_ETELY RESPONSIBI..� FOR CQNDITIONS AT AND AQJACENT TO THE JOB SITE, INCLUDING SAfETY OF A!l SS BACKSIGHT MH �1ANHal.E -i- SIGN 16. FQUNDATION �OCATIONS ON THIS PLAN ARE APPROXIMATE. THIS Pi.AN IS BASED ON STRUCTURAI. INFORMATION DATED 9-9-2013. ANY PERSONS AND PROPERTY DURING TNE PER�ORMANCE OF THE WORK. THE CONTRACTOR SHALL PREPARE A TRAFFIC CONTROL PLAN �Oft OWNER �4T �QTTOt� MIN MINIh�UM sp-.--..,__ STQRM DRAIN CNANGES TO THE STRUGTURAL PLANS MUST BE COORDINATED WITH THkS PLAN. AND/OR CITY APPROVA� AND PRQVIDE A�L �IGNTS, SIGNS, BARRICADES, FENCING, FIAGMEN OR OTHER DEVICES NECES5ARY 70 PROV@E Ft�R PUBLIC BSMT BASEMENT MCSG MESCELLANEOUS 17. HORIZONTAL LAYOUT` OF SUBORAIN PIPES SHAL�. BE CONSTRUCTED PER Ll�'AILS IN ACCORDANCE WITN GEOTEGHNICAL AND STRUGTURAL. SAFEf`t. THIS REQUIREMENT SNALL APPLY CONTINUOUSLY AND NpT BE LIMITED T4 NORMAL W�RKING HpURS. THE CONTRACTOR AGREES TO COMPLY BVGE BEGIN VERTICAL CURVE ELEVATION MJ MECHANICAI. JOIM' ROOF DRAiN ENGINEERS' REQUIREMENTS. WHEN FOUNDA710t� DftAIN INVERTS ARE LQWER THAN THE AD,IACENT BOT�OM OF FOQTING, THE PiPE AND SHALL WITH THE PROVfS10NS OF THE TRAFF�C CONTROL Pi.AN AND THE LATEST EDITION OF THE "MANUAL ON UNIF`ORM TRAF'F!C CONTROL DEVICES," PART VI, o BVCS BEGiN VERTICAL CURVE STATI4N s9- SANITARY SEWER BE CpNSTRUC7ED OUTSIDE OF THE FOOTER COMPRESSiON ZONE. FOR CONSTRUCTION SIGNAGE AND TRAFFIC CONTROL ALL 7EMP4RARY AND PERMANENT TRAFfIC SIGNS SHALL COMPLY TO TNE MANURL ON UNIF�3RM � BW BOTTOt� UF WALL N NORTH TRAFFIC CONTROI. DEYICES (MUTCD} WITH REGARp TO SIGN SHAPE, COLOR, S1ZE, LETfERING, ETC. UNLE5S 07HERWISE SPECI�IED. IF APPI.ICABLE, PAftT � WATER { ) NUMBERS ON SIGNAGE DETAILS REFER TO MUTCD 51GN NUMBERS. NA NQT APPUCABLE 18. THE SUBSURFACE DRA(NAGE PLAN IS FOR PIPE CONSTRUGTION PIPE LAYOUT, TYPE, SLOPE, ETC. . REFER TQ GEOTECHNICAL ENGINEER, � CB CATCH B�lS1N NIC N(}T ItJ CONTRAGT IRR--- IRRlGATION STRUGTURAL ENGINEER, ARCHCTECT, HYDROGE4�QGIST, Ei'C. FOR DEfA(l.S ON OTHER FEATURES, INCLUDING BUT NOT LIMITED T0; FOOTiNGS, � CCW �OUNTER G�QCKWISE NPT NATIONAI. PIPE TNREAD _�uD--------- k1NDERQRAIN SUBGRADE PREPARATf�3N, COMPACTIQN, �OUNpATION DRAIN FLOW5, PIPE SIZ{NG, YVATERPROOFING, ETC. 6. TFiE CQNTRACTOR SHAI.!_ BE RESPONSIBIE FOR REMOVING ANY GROUNaWATER ENCOUNTEREQ DURING THE C4NSTRUCTION t�F ANY PORTIQN OF THIS � CDOT COLORAD(} DEPARTMENT OF TRANSP4RTAl10N NTS NOT TO SCALE PRQJECT. GROUNDWATER SHALL BE PUMPED„ PIPED, REMC?VED AND DISP4SED OF IN A MANNER WMCH DOES NOT CAUSE FLOODING OF EXISTING � CIP CAST IR4N PIPE 't� TRENGH DRA1N 19. PRt7ViDE SUBQRAIiVS BEHIND ALI. RETAIh�1tvG WAt1.5 & PLANTER WALI..S PER STRUCTURAL ANO GEOTECNNiGAL ENGINEERS' RECOMMENDATIQNS. STREETS NOR EROSION 4N ABUTTING PROPERTIES IN ORDER T4 C4NSTRUCT THE lMpROYEMENTS SHOWN ON THESE PLANS. �. OC ON CENIER FD------- �'L40R DRAIN FOUNDATIQN DRAIN Z CJ C4NSTRUGTIUN JQINT / 20. !F WATER SEEPAGE 1S ENCOUNTERED, TNE FOOTING AREAS SHOULD BE DEWATERED BEFaRE CONCREfE PLACEMENT. 7. Rii� AND GRATE E�EVATIQNS SHOWN QN PLANS ARE APPR4XIMATE ONI.Y AND ARE NOT Tp BE TAKEN AS F1NAL E1.EVATIONS. THE CONTRACTOR SHALI. � CL CENTER LINE OR CHAIN LINK 00 OUTSfQE DIAMECER A�JUST RIM� AND OTHER IMPROVEMENTS TO MATCH �INAL PAVEMENT AND FINISMED GRADE ELEVAIIt?NS. > �� ���� OPP OPPQSiTE 7 TELEPMONE 21. TEMPORARY AND PERMANENT SHORING AND DRAINAGE SYSTEMS SHALL BE CC}ORDINATEQ BY THE CONTRACTOR. TFiE SHORING SNOULD BE � GMP CORRUGATED MEfAL P(RE ��T �P���- E EIECTRIC DESfGN f BUIL.D BY A QUALIFiED CQNTRAGTOR WCTH EXPERIENCE !N THE AREA. THE CONTRACTOR SHALL PROVIDE THE LATEST INFORMATION 8. THE EXISTING AND PRfJP05ED ELEVA11pN5 OF FLATWORK, SIDEWA�KS, CURBS, PAVING, ETG. AS SHOWN HEREON ARE BA5ER ON E;�IIRAPOIATIQN OF F'IELD CMII CONCRETE MASONRY UNIT OVERHEAD E�.ECTRIC FROM THE SHORiNG SUSCONTRACTOR FpR INCORPQRATlOi� INTO TNIS PlAN. SU�2VEY DATA AND EXISTlNG CONDITIONS. AT CRITICAL AREA5 AND SITE FEATURES, CONTRACTOR SHALL HAVE FORMWORK INSP�CTED AND APPROVED BY CO GLEANOUT PC POINT UF Cl3RVATURE ` 22. QRAkNS SHOUL[� BE PROVIQED FOR BOTH EXCAVAT�ON D�WATERING AND A PERMANENT FOUNDATION DRAiN SYSTEM. IT MAY BE FEASIBLE T4 �WNER PRIQR T0 PLACING CONCRETE. MINQR ADJUSTMEM'S, AS APPROVED 8Y OWNER, TO PROPO�ER GRADES, INVERTS, ETC. I�iAY BE REQUIRED TO CONG CONCRE�E PG4 PRESSURE CLEAN QUT �-------UE UNDERGROUND ELECTRfC INGORPORATE THE EXCAVATION DEWATERING ORAINS WITH TNE PERMANENT DRAIN SYSTEt�. PREYENT PONDING. ALL EIATWORK MtIST PREVENT PONDING AND PROVIDE POSITIVE QRAINAGE AWAY FROM EXISTING AND PROPflSED BUIIAINGS, WALLS, CONST CONSTRUCTION PCR PQINT OF' CURVE RETURN -----�-o---�---- GAS ROOF DFU44N OUTFAAL.LS, ACROSS DRNES AND WALKS, EIC., TOWARDS THE PROPOSED INTENDEQ DRAINAGE FEATURES AND COMJEYANCES. ��NT CONTINUOUS(AT�4N) PI POINT OF (NTERSECTIQN c,�+N CAB�E TV 23. IF CONDITl4NS ENCOUN7ERE� DURING CONSTRUCTION APPEAR UIFFERENT FROM TH�SE DESCRIBED IN TNE GEOTECHNIGAL REPORT, NOTIFY 9. �'INAL LIMITS OF REQUIRED ASPHAI.T SAWCUTTING AND PATCHING MAY VARY FROM LlMITS SNOWN ON PIANS. CqN'fRACTOR TO PROVIDE SAWCUT AND �p� �p���� PVI P41NT OF VERTICAL iNTERSECTlON TNE GEOTECHNICAL AND CIVfL ENGiNEERS. FlELD CONDi�IQNS MAY REQUIRE ADJUSTMENT TO THE FOIJNDATiON SUBDRAIN SYSTEM. PATCH WORK TO ACHIEI/E P(7SITNE DRAINAGE AND A SMOOTH TRANSITlON T4 EXISTiNG ASPHAI.i' WITHIN ACGEPTABIE DRIVE SLOPE STANDARDS PER CR GON�ENTRIC REDUCER PL PRQPERTY LINE ----�-�--_�-. FIBER OPTIC ENGINEER. CONTRACTOR SNAI.L PROVIOE AppITIONAI, SAWCUTIING AND PATCHING AT U711_(TY WORK, E�G. THAT MAY NOT BE DELINEATED ON PIANS, CTR CENTER PE POLYETHYLENE . , . FLQW LINE 10. ANY EXISTING MONITORING WELLS, CLEAN4UTS, VALVE BQXES, EfC. TO BE PROTEGTED AND TO REMAIN IN SERVICE. IF FEATURES EXlST, IXTEND 4R CY CUBlC YARDS PREFAB PREFABRICAI'ED FENGE LOWER Tp FINAL SURFACE WITN LIKE KIND CAP W(TH STANDARD CAST ACCESS �iD WITH SAME MARKfNGS, IN LANDSCAPED AREAS PR�VIDE A �ON�RETE PRE�lM PREl.IMINARY C4LLAR (18"x18��" THCCK) AT ALL EXISTING AND PROPOSED MONITORING WELLS, CLEANOUTS, VALVE B4XES, ETC. DEMO DEMOI.ITION PftEP PREPARATiON ��;/�,y"`�':%'���;:%f� REMO f REL4CATE UfILITY �, QIA DIAMEfER PROP PROPOSED \; 11. OWNER TO APPROVE ALL CONCRETE FINISMING, JOINT PATfERNS ANQ COLORING REQUIREMENTS PRIOR TO CONSTRUCTIQN. SUBMCt JOINT LAY4UT PtAN � DIAG DlAGONAL PRV PRESSk1RE R�DUCING VALVE OR �.��������.`����``.��� DEMQ SITE FEATURES DlP DUCTILE IRON PIPE PRE5SURE REI.}E� VA�VE TQ 4WNER FOR APPROVAL PRIOR TO CONSTRllCTION. � DOM DQMESTIC PSF POUNDS PER SQUARE �OOT ���;,�� DEMO TREE 12. PIPE LENGTHS AtVD HORIZONTAL CONTROI. POINTS SH4WN ARE FR4M CENTER OF STRUCTURES, END OF FtAR�D END SECTIONS, EfC. SEE STRUCTURE a DN DOWN PSI POUNDS PER SQUARE INCH --____.______ UMITS OF SAWCUT DETAILS FOR EXAGT HORIZONTAL CONTROL LOCATION. CONTRACTOR IS RESPONSIBLE FOR ADJUSIING ACTIJA� P1PE LENGT`HS TO ACGOUNT FOR � DR ORAIN PT POINT OF fiANGENCY -..--.-�- .- ,- ---�-�---- PROPERTY �lNE / ROW STRUCTURES ANQ �ENGTH 4F FLARED END SECTIONS» � DS DOWN SP4UT PV PLUG VALVE .__. .�. � � .__. .�. EASEMENT LINE 13. AAt_LL SURPLUS MATERIALS, TOOLS, AND TE�IPORARY S7RUCTURES, FURNl5HE0 BY TNE CONTRACTOR, SHA�.L BE REMQVED �`R0�1 THE PROJECT SMTE BY DWG DRAWfNG PVG POLYVINYL CHLORIDE QR THE CONTRAC70R. ALt. DE8R1S AND RUBBISH �AUSEQ BY THE OPERATIONS OF 7HE CONTRACTOR SHAU,. BE REM4WE�, AN� THE AREA OCCUPIED DURING DWL D4WEL POINT OF VERTICAL CURVATURE �� �� �� L.iMITS OF WORK CONSTRUCTION ACTMTIES SHALI. BE RESTORED TO iTS ORIGINAt,. CQND(110N, WITHIN 48 NQURS OF PROJECT GOMPLETION, UNLESS 07HERWISE DIRECTED PRELIMINARY � PVMT PAVEMENT MATCHL.INE BY THE MUNICIPALITY OR OWNER'S REPRESENTATNE. ° E EAST EA EACN QTY QUANTITY PROPOSED BUILpING 14. THE CONTRAC70R IS REQUIRED TO PROVIDE AND MAINTAIN EROSION AND SEDIMENT CONTROL MEASURES IN ACCflRDANC£ WITH TNE LOCAL JURISDICTI�N, �Q/1��TR'�./���al� ci ECC ECCENTRIC �--�"'---L� TH� STATE OF CO�ORADO, URBAN DRAINAGE AND F�QOD CONTROI. DISTRICT "URBAN STORM DF�AAINAGE CRITERIA MANUAI. VOl.UME 3", THE t�-STANDARD ' z E,f EXPAt�SION JT R RIGHT a.°"`"A"°°°.°°.°""",.,,..°.°"...".°°"`�.°"."„°,"�'A,°°..,t PLANS OF THE COLORADp pEPARTMENT OF TRANSPORTATION, AND TNE APPROVED EROSION COMRO� PLAN. JURISDI�TI4NAL AUTHORITY MAY R�QUIRE ;,,.�,....r..�»����,,.�,.,...��.�.��.z..,��......�.r.�..��.....�..3 EXIST BUILDING , EL EI.Ei/ATION RAD RADIU5 • THE CONTRACTOR TO PROYIDE E4DDITI4NAL EROSIQN CONTROL MEA5UR�S AT THE CONTRACTQR S EXPENSE DUE TO t1NF4RESEEN EROSION PROBLEMS OR �� ��eaw RGP REINF4RCE� CONCRETE PIPE �j �LpG AC�ESS IF THE PLANS QO NOT FUNCTION AS INTENDED. THE CONTRACTOR IS RESPONSIBLE �OR PRQHIBITING S1LT AND DEBRIS LADEN RUNOFF FROM t,�AYING �tv���►►i►u�r,� EL�C ELECTRICAL RD ROQF DRAIN THE SITE, AND FOR KEEPING AL� PUBLIC At�EAS FREE OF MUD AND DEBRIS. THE CONTRACTQR 1S RESPONSIBLE FOR RE-ESTABLISHING FINAL GRADES ` `�� ��. ,, � o�t�(3r,� '�r'i ., ,.� { ��.�i��ti*Qj��.r+r�F�� f a ENGR �NGINEER RE REFERENCE ��'-f�:;��'�`�.�'���`�����::.:..�.....,�. CONCRETE PAViNG AND F4R REM4VING ACCUt�ULATED S�DIMENTATION FROM ALl AREAS INCLUDIN6 SWALES AND dETENTION/WATER QUAUTY AREAS. CONTRAGTOR SHALL �o,� �c��;�o� EOP EDGE OF PAVEMENT REGT RECTANGULAR ._....� `. . ... y . . . `�'.• ftEMOVE TEMPORARY EROSION CONTROL MEASURES AND REPAIR AREAS AS REQUIRED AFTER VEGEfAT14N IS ESTABUSNED AND ACCEPTED BY OWNER AND _ -� �i ' _ =� 371�6 �,� � EQ EQUAC. REINF RElNF�RCE (�} (ING) (MENT} � ASPFfALT RAVING MUNICIPALI7Y. � �� �, fi EQUIP EQUIPMENT REQO REQUIRED � � . ���.` "� 15. AOA CqMPLIAN�E: THE CROSS-SLOPE OF ALL WALKS MUSi' BE 2.0� MAX. PERPENDICULAR TO DIRECTit}N OF TRAVE�. MAXI�1Uh� GHADE OF � "*}y�,*..,''�� �`�` EQUIV EQUNAl.ENT R(7W RCGHT OF WAY • ASPHALT aVERLAY ° �„ ��� ESMT EA�EMENT - %r� sro���,� :� � �' HANDICAPPED ACCESSIB�E WALKS MUST BE a.0% MAX. IN DIRECTION OF TRAVEL. MAXIMUM GRADE OF Al..LL. NANDICAP RAMR� IS 8.3� OVER A MAXIMUM �i�jrr�rrpimrii��r`i�iti" EST ESTIMATE SAN SANITARY \,���tir'��\/r�/,,.��. ��}{ 6� RISE. MAXIMUM GRADE AT HANQICAP PAf�KING iS TYPICALL.Y 2A� IN AL� QIRECTIQNS, CON'C'RACTOR TO NOTIFY ENGINEER PR10R TO ptACEMENT OF �2/2OI�O�� EV�E END VERTICAL CI�R�tE Et.EVATiON S� STORM DRAIN FLATW4RK OF SITE CONDITI4NS OR DISCREPANCIES WNIGIi PREVENT TYPICAL REQUIRED GRAGES FROM BEING ACNIEVED. ALL RAMPS, STAIRS ANp EVCS END VERTICAL CURVE �TAT{ON SECT SECTION CURB & GUTf�R RAILING SNALL BE CONSTRUCTED IN ACCORDANCE WITH CURREM' ADA STAN�ARDS. HANDICAP RAMPS SMA�L GONFORM TO CDOT t�-STANDARQS (SEE DESIGNED BY: RAB EW EACN WAY SPD STANDARQ PROCTOR DENSITY DETAIL M-608 1, EfC.} DRAWN BY: RAB EXP JT EXPANSIO�J J01NT SPEC SPEC{FIGATI(}N ` . . GUUITER PAN 16. BENCHMARK 1NFORMATION: TOPOGRAPHIC INFORMATION WAS PROVIDED BY EA�I,E VAL�EI( SURVEYING. SEE "fOPOGRAFHIC SUI�JEI(" DATED AUGUST 3, �XlST EXISTING SQ SQUARE SQ IN SQUARE INCH � SPI[.I./CATCH CURB TRANSITI4N 2007, W{TH ADDIT10N5 GLOUDED ON NOVEMBER 15, 2013. BA�IS OF ELEVATION. SEWER MANH4LE AT NE COR I.OT 5 INVERT=8127.8 (SEE DRAWING). CHECKED B : R FND FOUNOATIQN SQ Ft SQUARE FOOT BAS(S OF PROPERTY LINE LOCATION.PREV. FND. MONUMENTS ON WESTER�.Y LINE LOT 5, Ct1QRQ1NATE AND VERIFY ALI. VERTICAL AND HORIZOM'Al. DATA JOB NtJMB�R: 21�8c FES �I.ARE[} Eh1D SECTION SQ YD SQUARE YARD �"'"��~`2p\��,,,� PROPQSED INDEX CQNTOUR SHOWN IN SURVEY AND REPORT ANY IRREGULARITIES QR DISGREPANCIES TO ENGINEER PR10R TO CONSTRUCTION. DATE: 12113/20�3 Ff' FINISH FLOQR SS SANITARY SEWER .� 17. PROTEGT ALI. TREES AND VEGEi'A�ION. PLAC£ CONSTRUCTION �ENCING AT DRfP LlNE OF TREES AND PLANTS NEAR TNE WORK ZONE. DEEP WATER {� ,JVA INC F�E F'INISH FLflOR Et.EtitATlON SST STAINLESS STEE� -�''`� 2�� PROPOSED INTERMEDIATE CONTOI)ft TREES WEEKLY. NAND EXCAVATION REQUIRED AT ROflT ZONES WHERE PR4POSED PAVING OR UT1U1Y W4RK !S WfIH1N DRIPL�NE 0� TREES. � FG FINlSF16RAC)E STA STAI`14N F�f FfRE MYDRANT �TD STANDARD �~`° F�pM �����z �...u� EXIST IN�EX CONTOUR 18. THE GQNTRACTOR SHAIL FURNiSH T�iE ENGlNEER OF RECORD A GOMPLET� SET QF CONSTRUCTION RECORD DRAWINGS (�A�-SUILTS�}, �OR TNE F� FLQW L.ItVE S7L S�EEL . .�. � CONSTRUCTED fMPROVEMENTS. 7NE PLANS SMALL BE MARKEQ UP TO SHOW SUFFICIENT DIMEN�1{�N TIES TO REASONABLY PERMANENT �URFACE F`N FENCE SiRUGT STRUCTURAL t .N,�..��°� . FEATURES FOR AI.L BURIED �ACILII`IES TO A114W �UR F`UTURE �QCATMNG. THE PI.�WS SHALL SHOW FINAI. PAVEMENT, FLC1W LINE �LEVATlONS, CON70URS <�:,,, .�F EXlST INTERMEDIATE CQNTOUR FOC FACE 4F CONCRETE SVC SERVICE ...x AT POND/DRAINAGE FEATURES (AS SURVEYED AND CERTIFIED BY A COLORADO P.L.S.}, MANHOLE, PiPE, AND INLET LO�ATI�NS, INVERTS, GRADE FPM FEET PER MiNUTE SWMP STORMWAIER F�ANAGEMENT PLAN + 20.50 PROP4SED SPOT ELEVATION ELEVATIONS, AND S1ZES OF ALI. UTILCfIE�, AND ANY VARIAT10N5 FROM THE APPRt3VE0 PlAt+l. FPS FEET PER SEGOND SYM SYMMEfRICAI. ..� ;:���;�s:; EXIST SPOT EL.EVATiOt� 19. �OCATIONS OF CLEANOUTS, LlGMTS, SIGNAGE, JUNCTION BOXES, ANp OTHER SIGNIFI��NI' SfTE FEATURES T{3 BE STAKED FOR ENGINEER AND OWNER tl,� � �� "l APPROVAL PRIOR TQ WORK. CLEANOUTS, JUNCT10t� BOX�S, AND ADJACENT GRADES TO BE RAI�ED ONE-F�0.�F INCH AT ASPNALT/GONCRETE (OR 1" AT � FTG FOOTING OR F1TTfNG TB THRUST BLQCK IP J INLEf PRQTECTION tANDSCAPING) TO PROVIDE POSII1VE DRAINAGE AWAY FROM FEATURES. � TBC TOR BACK OF CURB �..... G GAS TB�I TEMPORARY BENCH MARK �C VEHICLE TRACKING CONTROL 20. THESE PLANS ARE FOR STORM, SUBDRAIN, AND U11LlTY PIPING ONLY. REFER TO ARGHITECTURAI� AND LANDSCAF'E PLANS FOR SI7E AND DRIVEWAY W d �'t, GA GAUGE TEMP TEMPORARY MATERIALS, SUBGRAL}E PREPARATIflN, GRADING, DRAINAGE, AND HORIZQNTAL CONTROL. � „� j� GAL GALLON THK THICK .--.--.,� X SiLT FENGE L.l-1 GAE.V GALVANIZED TQB TOP OF BANK 5��, 21. RE�ER TO LANDSCAPE PLANS FOR AD�ITIONAL INFORMATIQN REGARDING PLANTINGS, TOPSOIL, ETC. PR4TECT 7REE� AND VEGETATION AS REQUIRED. W � � �-'- m GB GRADE BREAK 7'OC TOP OF CONCREfE OR TOP C1F � PLACE C4NSTRUCTION fENCING AT DRIP UNE OF TREES AND PLANTS NEAR TIiE WORK ZONE. DEEP WATER TREES WEEKLY. t�ANq EXCAVATIQN "' GCC} GRADE CLEANOk�I' CURB C{�; �� CURB ROCK SOCKS REQUIRED AT ROOT ZONES WHERE PROPflSED SITE, PAVING OR UfIL1TY WORK IS WITHiN DRIP LINE OF TREES. � '� '� W Ln GIP GALVANIZED IRQN PIPE TQT TOTAL » � "� _ "`� 22. BASED ON THE CURRENT PROPOSED BUILDING PLAN IT IS ANTICIPATED THAT TNE RESIDENCE Wlll BE SERVED BY 2 DOMESTIC WA7ER SERVICE AND A W � (� G N D G R O U N D 1W TOP Q� WAL� C W C O N C R E f E W A S H O U T A R E A � ' C I� t� GPD GAI.LONS PER DAY TYP iYPICAI. 4 S A N(T A R Y S E R V I C E, O W N E R A N Q C O N T R A C T Q R T O V E R I F Y F 1 N A 1. T A P S I Z E 5, B�1 5 E D O N F I N A L F f X T U R E C O U N T S, A T T N E T I M E O F B U I L D I N G P E R M I T C L � -a � GPM GA�l.ONS PER MINUTE A P P U C A T I O N A N D A D J U S T T A P S i Z E S A N D T A P F E E S A C C O R D i N G I.Y. � � C� W „� G R T G G R A T I N G U B C U N I F O R M BU I L D ING GOD E � � � - - - PROP4SE0 DFtAINAGE BAS1N BOUNDARY (t�1AJOR BASIN) 2 3. F I N A L S A N I T A R Y, W A T E R, A N D O T H E R U T I L I T Y A L J G N M E N T S T O B E D E T E R M I N E D I N F I E L D B A S E D Q N E N G O U I�I`f E R E D F I E L D C O N D I T I O N S. N Q T I F Y E N G I N E E R '"� �'" � ';� C f} GSP GALVANIZED STEEL PfPE UGE UNDERGROUND ELECTRIC ... ... � �. -. � PROPOSED DRAINAGE BASIN BOUNDARY (SUB BASIN) OF ANY QiSCREPANClES AND ADJUST INVERTS, MANHOLE EL,EVATIONS, ETG. BASEU ON EXISTING UTILITY EI.EVATIONS. � W ,�1 � W GV GATE VALVE UTIL UTiLiTY � DI R E C T I Q N Q F F L O W (N I S T O R I C) SYMBO�S 2 4. G E Q T E C H N I C A I. A N D S T R U C T U R A L E N G I N E E R I N G D E S I G N S, P I A N S, A N D C O N S T R U C T I O N I N S P E C T I I�N I S R E C O M i�E N p E D F Q R F O U N D A T 1 0 N S, S L A B S, � m `� � C� H HIGH VERT VERTICA� ---► DIRECTION OF FLOW (QEVEi.OPED} Q��I� t IT�G 1 .�_------' QETAIL NUMBER IDENTiFlCATfON FOUNDA110N �RA1NS, QRIVES, S1EPS, RETAINING WALLS, ETC. QUE TO THE SLOPE OF THE SCfE. SPECIAL S�4PE EROSION PROTECTION {SUCH A5 W � '� �"' � H B N 4 S E B I B V C P O I N T O F V E R T I C A L C t 1 R V A T U R E � B I Q D E G R A D A B L E F I B E R M A T 1 1 N G T Q A L I.O W V E G E I'A T I O N T O B E E S T A S L I S H�Q� A R E R E C O M M E N D E D F Q f� A L L S L t 7 P E� S T E E P E R T t i A N 3 N.1 V, O T H E R N �c t- C� � NE HORIZONTAL ELLIPTICAL VCP WITRIFIED CIAY PIPE 1 BAS1N DESIGN POiNT SCALE - SHEEfS WHERE TNE SECTION 4R ELEVATION SPEGIr1L SLOPE PR4TECTION MAY BE REQUIRED BASED QN ENCOUNTERED flEl�q CONDI71pNS. COMPACT ALL SUBGRADE PER GEOTECNNlCAL ENGINEERS � HRWL NEADWALL � A = DEVELOPED BASIN DESiGNAT101� IS CUT OR CALLED OUT RECOMMENDATIONS. �W N HNDRL NAND RAIL W W@E OR WIDTH DRAINAGE BASIN IDENTIFICA110N BUBB[.E .5 = RUNOFF COEFFICIENT DETAIL TITLE - INDICATES SAME DRAWING 25. QUE TO IXISTiNG SfTE CONDITIQNS AND THE PROPOSED lMPR4YEMENTS, STEEP GRADES (MAX 2H:1V) ARE REQUIRED. JVA ASSUMES NO RESPONSIBILITY � � NQRIZ H4RIZONTAL Wf WITN ,5 1.0 1.0 = AREA ACRES FOR lSSUES EROSION, SLOPE FAIl.URE, SETTLEMENT, FLOQDING, ETC. RELATED TO SAID GRADING � � �� NIGH POINT w/o wr�cou�r ( ) ) � NR NOUR WQCE WATER QUAI.ITY CONTROL ELEVATION 1 DEfA1L NUMBER IDENTIFICAT!{�N 26. ALt_ BUI�DfNG WALLS TO BE DESIGNED BY UTHERS. CONTRACTOR TO SUBMIT WAl.L AND DRAIN REI`AILS/SHOP pRAWINGS TO OWNER, WAL� DESIGNER, �, HVAC MEATING, VENTILAI`iON, WQCV WATER QUALITY CAPTURE VQLUME C1.0 SNEEI' WNERE 7HE �ETA1L 1S DRAWN AND GEOTECHNICAI, ENGINE�R PRIOR Tfl CONSTRUGTlON. OWNER, WALL DES�GNER, AND GEOTECHNICAL ENGINEER SNALL APPR4VE ALL ASPECTS 0� � AiR CONQITIQNING WSE WATER SURFAGE ELEVAi10N - INDICATES SAME DRAWING � WALLS {DESIGN, Lt�CATION, SUBGE2ADE PREPARATION, CONSTRUCTION INSPECTION, ETC.), "11M" AND "BW" INDICATES FfNISNED GRADE AT EXPOSEp WA�L. � HYVY HIGHWAY YVW WASTEWATER � HWL H�c� wa-�� u�v� DETAIL MARKER REFER TO STRUCTURAL DETAILS FOR ACTUAL Et_EVA11!ONS. NYD HYDRANT X SECT CRUSS SECIIQN � YH YARQ HYDRAtdT ...----- REVISIQN Gl.OUt7 SHEET NUMSER � . � ��sia►� �vu���� � ��.{.� � � � � t � rt ' , .r� t' �''�,,, . 1 r�;� f: ,E �: �►��:� "� ` � , f-� .�� ��,. N OTE. 1i11�:t1 �' ,` ��? ,' � � F'f = r ;' � ;' '�.,� ;.' ARCHITECTURAL �INISH FLOOR E�EVATION 100A0' IS ���„III '� � ''�J � '�� � �N..` � `!�' EQUAL TO TOPOGRAPNIC SITE ELEVATION 8148,00'. ALI. �''� f" < � � �°�� .�''�. .•` � �,�F' �'` :� ��`�� ,= j� °• PROPOSED SPOT ELEVATIONS REFERENCED iN THIS PI.AN • . � f ` ` '+ �dy� rated o re � � �. 1Vp,Incorpa 25 Old T wn Squa � � ; � `' '``� ` FOR THE UNDER jPERIMEfER ORAIN ARE BASED QN �_ ; , r� i t -;_ 'C �„ �� fi ,r' < r`� '"� �`• � � Suite 204 Fort Collins.CO 80524 r .�' • �s �` AR�HITECTURA� ELEVATION 100.00 . . ;� � ; ,` .'' �r� < s rJ � /" �`'`a„r ,....... '�.,.,., v E-mail: info@jvajva.com � _..__r.,.w.�.....� � � � � > r % � `� ��'� � . � .`;� , Phane:9T0.x259099 fex:970.225.6963 �` �. � .. f..:. z'.. t ,,`� / "`�+,�+�,' J `�� � � � �� ��� �� ; �� f� ���"�►� ������ ,� ` � = 6 D1A. SUBOF2AIN MANHOLE ' �, � ,� •,�.�, � � . � � . . . _ , � ` �� WCfH �UBMERSIBI.� PUMPS C4.1 i � .:, � .,. " `� , �� a ` RIM ELEV 8149.50 ; ,' �� ;, �t f ;� � ,� i �"'`ti f--100.OQ NV�ERTp�EVATI{7NIME�ER DRAIN PIPE r°' t ° , INY IN ELEVS VARY SEE P1.AN ? � ; t � SUBDRAIN MANHO�E CONTROLS AND �:v'.� , _ .```� ,�'`` ��' �. I N V t�U 1' D I S G H A R�E E!_E V 8 1 4 5.4 1 � s f A INSTRUMENTATION iN ME�HANICAL ROOM � _.,_� . �-w.�,,,,,��. � , r � '� ,` (RE; MECH) ;; .,,,��4 UD-- PROPOSEC! UNDER DF�AIN �VC PUMP (JUTFALL TQ WATER FEATURE WITH POSITiVE < t , t ..,,� PD PRQP05ED PERIMETER aRAIN �' � � < SL.4PE. PROVIDE HEAT TRACE FOR EN71RE BURIEO PUMP i � S ` ` ,� ` ` �°"°'��. i € VALVE YAULT ,` �y � , ,,'� # t `�''`e �, ``�� SD-----�-- STORM DRAIN OUTFAtl AND INSULATION FOR E.ESS TNAN 4.5 COVER , � � : • ' �° �w ...._ ..�M._.�. �.. � � i7FTG=83 -6 � �� ; 2�.9 i . f _w '� "` �.,�; ' " TOP �F FQOTING {RE: STRUCTURAL) '� �.,, � .� `�,� 2$.96 � f� �� � � �`""`�. r �' ' { � .,,� `�. . t ,r���; ,= , ,� ��.s�F �� ,� sroa� a�N s���a To r�a�ruc�r �°� �` ��-, �`''�..,,,� � /��� ��'' � "��.. ` f s { > � ` '�� . .�'` f�` `"�` � � 29.59 � `�i17.2� F r` ' � �ti�. i� }9 � �w�, � 45.3 � ' • f'� � �` ��J� ���� i , ��� s{ ,� .� - � � � �"`��,� F� `� � ~ '4�J.27 � S ; ' ... � ° '`��.. 4�`�.'��. '� s �� � 1 A% E� 3' �.�, � � ""`�.�.,,, � �.�` � �� . � ��D; S 0.5% ' s f<{ t# � "~�� ,.� y �s ```"*4,.� �.� �'� ,�.. �`` 5 1.9 � S S�SD---�--------SD-Si)-------�-- ��., "'```•,,, �,��-'f �t`` � �� � ��� =f� so.o a,�� � �� ��.2�` 34.�� �`�� � �``�� �"``'�-.,,,� ; ,�f � r � (y'7 � ' ��F � a�,i,; ;`� /' i'' � 3t /fJ �V,!' � ' �"Y ��"��tf Y� �, 1`V � F'IJ ['V � `` ¢ �♦ � f �; , � �.� ,�4 � "° y s.a' _ --- �s.s' co �� �`� �` ��;, �, . ,�cp� . ;-------------- ------------------ -------- ------ -------------------------------___o__ _____� ---___--- -�=-----------_________------------------------------------, us � ` , � � � � � ' `'`*.,� � �-�~}� cr f � � ,� � b� � 1` ; � f . ����'`�', � } � i � {, 5 ` � ; 29.97 � 29.60 �? ° , r � ' � ? f ``�•,,, t � ��� � a. � ; � �`� � � � �,.'""� � �,('� �c^� �`` i � � � � � •,,,� t ����,�� c.�J � ��� � r f ,_.� � c�� � 72.1% 72.1% t � � �,� �� �""�►�,,,�� ���� ° �� ' a ; .i' .2` , ` � � ,� `�*,,,�, �`�� . , , � � �'�•� N, .�._,. ..,.... - i = �"J ; > ` � VS j � � *",o � �` ? `>` �-`�` ; 29.0 ; �1.21 34.25 ;�-,�;� 50.0% �45.5 � CONNECT PERIMETER AND UNDER Sl.A6 DRAINS �,`"• � � , �_. _�.'�,.� r . ; £�� , 29.6 , 3 2 � �, � �, t� . �,,� .._a.. � �i � � � . � � ,r . ,4w..� .� � �z ,v^ ' -- - -^-------- -----°- --_____ __ _-------° -, • s . � � -.... . � .�.' � i = r +-O \ , ,� �----------��-----------� �__. ____ _�_ � TO M DRAlN S'�:iTE DAYL.IGHT { EE a�. � r g �.<....,.. •� � $ : 530 0 �' ; �� , � �.�� , sro� r� ro s �zo} $ � � _ ' Y� 45.0 � � + ��,° � 0.5� ; � O.ro � i 34.5 37.75 0.75 � �� ?�` 2.2 6.91 �'` �` 7.00 t- �- o � � ' 1.Q �, s � � SD°---�-----SD�°-----�---- S SD°---------� S S S �D-----�-:�----5 S , i ,.� � � o _,. ��"°. � � � � ,(j � � � � � � � TIFTG=19 0' " 17.9 � �z ...... s i ,. ,. 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F1NiSH GI;ADE PRIOR TO PAViNG ADQ GROUT 3'-0� 2��#- COMPACTED BACKFILL TYP TOPS�II. , .. . ., � E�A A C K F I L.L ��� F L U S H W I T M T O P � ) � ;;,y,- °�'� " � ' 8" M I N C O N C R E C t C O l 1 A R ,va,lncorporated 25 01d Town Square EXiSTlNG STREE!' SJR�AGE OF GRATE �`� '�'` �<� . ' .� ,-':::' s�ft�zoa Fo�t con�n5,co sos2a � A. ,� 'A�°N:'Y`�'�µ ;:�r�"�'�:���v: �------ INLINE D�AIN E-mai l: in fo@jva jva.com i IXiSTING BASE C4URSE .>:t°4' .f�0.~Y," -�'`-:°�'�s� SECTION fJ,,/,r/ \ � �\ �� .�\ ��,, `,'M�� ,,,,,� SURROUND iNUNE DRAIN W/ � `":' �,�>,.�°w; '' Phone:9?0.225.9099 Fax:970.225.6963 Z . i"t� Y'yr�n�..: h 7, i ��,,\,��\ `�\fi�\�\�,r\�\�\r,r <. � : 1'-6" SQUEEGEE TYP '�::`� .:`:�::�b'� �;� rn hJOTES. �,r /i / / r' / ,-'/ / / / � ��. ( } i,�° V~ � .'�:Y:��<.�•;�� ���\ �\/\/`r\r'�`�/ /\ ���\ � \ \ /�'�% fi , „ ;:$`�,�:; °°`_�. '„�:' 1. AREA DRAIN COVER TO BE NYLOPLAST HS-20 PIPE DfA�A r;\ \ \ \ \ \ \ � \ \ f� CAST-IN-PLACE• � '`�'� „ , . \ \ \ \ �\ ,�\ �\ \ \ \ � ��:z: � � / / ,�" / �' / 2 -o �. ;..,..:,.,�,. �. . . /` f r'' � / ..�' / / `� = A `°,= �k; '°`�"�` RATED NINGED GRATE OR APPR4VED EQUAL IN PLUS 7" � �'" /\.�\/\.�'� ,;8 LI�i'S MAX\,/\/\ \�``:�t CAST FRAME . . `..`.. . ��/���'''/����`COMPACTE�,BACKFIL\/\\ \ �-- UNpISTURBED SOIL "' . �, i' `�:„rSDR354�PVC SEE PIPE � ``' ��•� FLUSH WiTH BEDDING DE�AIL ?�AREA DRAIN INLETS IN PEDESfiRIAN AREAS `\��''�\\'��\�,'��\��AS SPECI�lED ��\�*.'��'`\\ � � TOP OF BQX � � �.:;::°-;:�..:�::.;;:�:�s<���r �,x:<�,�;�:;:;�:r;�,::�� ('+�.o ��'',/f,�,//�l''��,�;�/f.�i',,-'�,.�y,/ /�/�,�,./�/�j/'/� NEW BASE COURSE (IF REQUIRED) crd d : �r :r:. ,.r. �r�' -• SHAL� 6E INSTAllED WITH PEDESTRIAN RATED "� `�'`• �`���'���\�,.,�\� \'��`�\ �\��\\ > 4% ��r:�;.� ;:�:r�r=. : ��::�:. ,:.�� �j�'('�(� �//f�///�J//� /�///�///� � � '�` .:[.'. :F{•. ,4yjyr:.ti,.. 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CAST-IN-PLAGE CONGRETE WAI.�S SHALL BE 6 MIN THICKNESS (��� C___� CHECK VALVE ADJACENT 3" CLEAR MIN, pER�PLAN� ARFAS A CLOSE MESH GRATE SFIALL BE USED. SEE PLAN FOR LQCATIt7N) GRADE WITH 3/4" GNAMFERED EDGES. 8. WHEN�BITUMfNOUS MATERIA� IS TO EXfEND TO TNE EDGE 4F (��) �� � „ 3. ALL WALLS ANO SASE SHALL BE REINFORCED WITF# �4'S � 8" TI-{E �RATING FRAIa11E, CONCREI'E MAY BE DEPRESS. -}- 12 NEW PAVEMENT SURFACE OC EACH WAY. REINF4RCING BARS SHALL BE DEFORMED AND 9. FROVIDED EMBEDDEQ PLASTIC IADDER STEPS AT 18" VERTICAL C__� � qpJpCENT PIPE MATCH EXIST (MIN 6" ASPHALT SHAII FiAVE A 2" MIN CLE��RANCE. SPACItJG FOR iNLET"S DEEPER THAN 4'. SEE PIASTIC STEP GRADE � .�--�"''"� � � 4; .. AND 6� CLASS 6 ROAD BASE) 4. WNERE fNI.ET IS INSTA�LED It� TRAFFIC AREAS, A�L GRATES AND DETAJL � C�� .� � � .. ° UNIFORM SAW GUT �iNE FRAMES SHAL� BE GRAY OR DUCTlLE CAST 1R4N CONFORMING �L��'� ���� 1.0% .���.. �.. A � .. „-.±rtu-�---„ � '•°.. 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" CJ) 92" ��i r�r�� :.°.o.�.�.°.�a.�.4.°.��.�.o.°.��.�.o �ii, � .o°o.�.o°�a.�.c�. o �/'� EXISTING STREEf SURFACE �y� � �, �� .o. o.,.o..Q...o..�.,.,.,a. ,,�. d1AMETER .:o�.. ..Q�..�..��.. x,�,.,..,F�''" � K FI ELD I N LET DETAI� � �� ..�y.. a..Q.. �..g.. 4..Q.. ��, t}� ���E O.. �, o.. o..�y.. �. � �`i �i� � � �,��,j'�,�`�,r A� �� �x�s��►�c ��s� cau�s� �� cz.o CAST IRON GRATE ��l�.�� � ��; :o���.�o�p°,���,�°,4����.�.,� ia°.p�o°.ppo°.cj. � /�/� / ,���,���`,.� '��'�'`r�.�/'�\�/`'',�\�/'',� /�\��� �� ,�. �i ��'�`""�_ BURIED 5Q9� TOPSOlLj %� � ��� ��� o�.�Q�.o�.��. c��.. - � „ \ \ \ \ \ \ \ \p p.. °..�.. °..�.. °. �.\,�,`� � � / / / » // / / /� AREA DF�AAIN DE:TAiL 3 50� 2 TO 4 COBBLE t�IX . .. c, �% \ \ '� \ `�. \j\,r'\ ��� ��.�� �.�.f�r,.��� �..��.o�.�a�,o�..p.. z '`r/,�`.t/��''.�`�/�/ ��\/,.8 L1FfS MAX,\/\ �/.�\/� / NTS C2.0 FLUSN Wf SURROUNDING CQMPACIED GRANUtAR /��''/r//r,`I�:` i�/�'�''.% > \/�\,r'�,,•�\ COMPACTED BACKFILL.�\ \/ ��\� UNDISTURBED S01� \��\��`���\�;AS SPEGIFIEU\\l ,�\\,�.. GRADE � : BEQDING � . � . . � � � �� : . ' + �� NEW BASE COURSE {IF REQUIRED} _ 1. COMFACT SUBGRADE PER SPECIFICATIONS ' � , � . . � � � �. � �� .. 2. CHAMFER AI.L EXPOSED EDGES . .. .. . . � � . : ... 3. A!L CONCREfE 70 BE fIBER REIN�ORCED . � ,. � . : .. PER SPECIFICATIf�NS. � . �. �.. . s�a�. ���� ���w�.� �. c�ss - a ���'i;����:._��::�:����.:.: .� .. .. �. . . .. � � r��rs aE��i�c r�T��� ';.�,�� ._ - �.� _ � � : ��'�`�, , � v��� �,��,���,� ... ...:: ... ..... : �. . . �..: ,�i ,�i � ��!i����;��- �����.�,,�.�,��r, ;�,��f�,�� � � CMP� NDP,�. PIPE � � � a NOTES: � � 1, fF UNSTAB�.E MATERIA�S ARE FC}UND IN TREN�H, OVEREXCAVATE PER � SPECIFICATtONS OR AS REQUIRED. 2. TRENCN i'Q BE 81�AGED OR SNEETED AS NECESSARY FOR THE SAFETY OF THE W{�RKERS AND TNE PRQTEC110N OF QTHER UTIUIIES. PRELIMINARY � 3. MINIMUM CQVER IS 18" BELOW FINISN�D Gf�ADE. ° Nt�T FOR ST�RM SE�WER PIPE �EQ�ING DETAIL , ca�srRUCTIC�n� � �� �.� `y��al\�Ilit�l llllyW�f ,`O���Q�,�:'`��ST��%i,. ��«�,��R.N�;.��,% �tk;�,'*� ��t>�� � � ���!�� �: � � µ� ��-: � �-- � ���}• ii��,�� �///���'�f���ltil I���l���D a�s�a�vc� �EC�u���Q 12/2012�13 TO A�IGN DOWN SPOUT OUTFALL. WITH CENTER DESIGNED BY: RAB s� s_�/�� oF c�� �6 t�IN) DRAWN BY: F�AB SIAB t�N GRAQE CHECKER BY. CRH . WALL (RE: STRUCT) (�E: STRUCT} JQB NUMBER: 216$c �.�. :,•.�r,�::�:.t....:,.�.. �. _.t��.�: .�.y��;`.:�.`��. '�..�. DAMPPROOFING, WATERPROOFING, � �; WASNED CRUSNED R�3CK PER GEOTECN DATE: 1211312Q13 : ,..: :. :} :� ... .:A<:a. �:� . . � : - '� �� ..� .�,o.��`:� �.�,�; DRAINBOARD, INSU�TI�T1Q�4, �C. .. �:�"':f �o "��� �,, RE: OTHERS � : a 4" SlA6 ON GRADE '."`.�'�,' f�.3G2 ,��'. •v� 'a . 6 ' . ' .. ,,' a a • :S p : �� � � R . ,,. :."c R��T . :• �'r. , ' d . . .;�r,'•:, C!i0' a`' . "a'� 'y s�. ' CLa . s�.fi� f� '��x tT�r �� �kr.> fi z.�'? 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AND LANQSCAPE AREAS g � �� d d .+�n..� �'i���5,�en'�,s'�?�"wa.^N��� 3'-;Nr,..�'�:` :h�.?,','� ��.-¢ax�'S��+�L�7nt�}�� �^�.. �1,�fY .��2„`.'.�<!i.^���sY'�.�:z�.<�`,^, � *'4. � s,:{.}...!.;�.:..Y...�:..Y' �,y',,.a.>r''i��`.'S�:'....,._.,'y.�,.r -.�.yr.�,. �,��'...r�j 1 . .,2a,:..,.�i�,\3>,:.., :�.�s,...�.9 '3�«v�,:. � � t ,�•t ..�'a,,.,,�s". a, �'£ >Y �'::' ;.�^"� .,�-J".. ,� „d ,r �..y{, , ,�rr .•4 . .i. . j BRASS COVER IN WALKS ! < � /'� �' .` � ` ` ;�? f���.. �.���,<�� ENCASEMENT 2 BE�OW TQF OF E�BOW {'y i ,{� a�� MfN OF 1 OF WASHED '"; �_ ;� ��`�,� � � �w�:{+��.�� � "�`r�,° �.�-w�.';}� >.;� � ;�.,w ,�` ,� �,�,t. �.`° . !r° d Y'' '�^e� ,r'�'; �..r' ry ;f � 1�r%�;•, ;� � � �. �'' ,5�.�� .,T'�`�..., �S �7°1 f'f �"� e.� �y fA�A �.l f`z,.; f'^�' ;; c. o-..� o,,,� �'k^,,,, "`,,,..1 ,�±t`�..I ;r'*n,�,.2,. �� 'srfi..',.�:" ..y° {P{! .� �f t., �,.,3'F il f'',n . 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L�C-�ND AR� APPRt7XiMft'TE ANL� ,hRE �OR TH� GOht1/�NIENGE OF THE Gt�N7RAGTC?R C?NLY. P1�4NT SYMf.30�5 TAK� M; RC.�,4DWAY5, fiND GUiZBS �tNL� E�UT�'�E2, THt�T MAY EE=�EGT Tt+� SGOP� � WQRK i�RIOR TO SEGINNING SiT� GONSTt�UG'TIQhl. i'i�GEDENG� t1VER F'LANT C�ZUA�NTITIE�3 �GI�1ED WITNIN Tf� LEE;�Np(5}. ��� � � 2. �XI�TING UTI�ITf�a AR� INDIGAT�D POR IN�ORMI�TION ONLY AND N01' (N"T�ND�D TC3 SHOW �XA�GT LOG,4TIC?N. TH� �ftNl'?SGAP� 2. R��R TD 51TE P4.AN5 t�ND i?ETAILS FOR 51ZE,TYPE,GOLOR, QUALlTY,t�ND �INfS�f C� f�LL NARt?�GAP� Mlt7Efi2if�L5. T � T� 2. GONTRAGTOR 9HALL NOTiFY THE LANDSK'.l�F'E ,4RGNIT�GT O� fiHE [?ISGREPP�NGIES B�Tt^��hl G2UA111"171E5 ANP SYMBc�LS � � ,�RGHI'f�GT 15 KOT RESi'C3N51B1..� �OR TH� �OG,hTIfJN t3F UNDER6R011tJt� UTILIT(�UR STRUGTUFZEa NQT 5HC?WN OR DET,h!L�i7 � ,�NC� lNSTALL�D �3Y At1Y OT+�R GON'TRAGTOR. T�iE GGNTR,4GTC?R SHALL LOG,�TE f3LL UTILITI�S ANP MAINT?�IN TN� Lf1G,�T10N 3. �T4NE WAtiLLS �iHALL EXTEtJD !� MINIMUM UF= 6" B�LQW�INf5HEl7 GR�D� AT THE BQTTCJM C.� TFfE WAd...L.. �HOW1N. � v�• ►- o- I7URINC� ALL PHA5E5 O� TH� 1^lORK. �NERAL GONTRAGTOR SN,4LI_ H� RE5PON51BLE �OR ANY DAMAC-�E TO UTILITI�a OR 4. �tLL 5Uf3�"i'h',°�D� B�LQW N�RC�SGAt� �NtENTa aHALL B� GOMPAG1'�I� TO q5�'i UNL��S OTHERWla� NOTED. 3. LANL75Gfk#� GONTRA�GTQR SHALL APt'LY A GONTAGT NERBIGII7E,WNER� l�DS A.R� PFt�'.��NT, P�2 MAt�AG7tJR�R"ra aTRl7�TUR�S ArNC? �NY It�JURIEa Tf�fEREFRUM. RESTORAcTiQiJ C� ANY fJTlLiT1�5 II,4MAC�D BY THE Gc7NTR,8tf.TOR SHALL 8� AT 5P�GIPIGATIONS, t�RlOR TO GL�Mh1ENGEMENT C� AhIY PL.ltNTiN6 OR IRR161�TIC.�N �.K. Y�DS °vFfALL BE �LUY�[7 TC1 t=3 � TNE GC7NTi2At'.TORS EXi�h15� TC3 THE S�tT15��GTIC?N C?� THE OWNER,A�t�iY AF�JUSTMENTa O� FRC7�'05�L7 S^lQRK WILL B� �. TH� Tc?i� !2" Ofi BAGKfi1�..L �Hltdt? WAt_L.5 5H,4LL B� �R�� O� D�BRIS AND ROGKS 61?,�A7ER THf�tta 3" Ihi T?IAt�T�R, GC1MPl�TEI.Y DIE BAGK, INGLUC7ft*t6 TN� R4dT5 BE�ORE BEEiINNIN6 WORK. � � A�'PRt?VED BY LANDSG,ttF'E ARGttITEGT. A�DJU9TM�NTS O� Pl..f�NT M,�T�RIAL L�UE TQ GQN�LIGTS WITH UTILITI�S 9HALL B� C° �27 TM ,d,Pt�RQV�R BY OWtJER QR LAht1��,hPE f�RGHITEGT. GAtLL UND�R�i2OUND L.OG�TES � 80CJ.�f22.I�fS�, 1 Y�K PRIUR TO Fi. ,4LL MftTERIALS ARE Sf�GI�I�Z7 Ar-a A 5T,4NDARD FOR #�'RIGIN6 IhND INSl'f�LI.�TION. TH� �AhlD�...�AP� G�?NTRrttGTDR 15 -4. PLAFiTS SHALL �XHIBIT hIEl�LTfiY 6ROWTH AND BE �R� Q� DI5EA5E9 � P�5T5. W TH P � -Qa 1'�t�NTIN6. RE5PON51BLE FQR R�G�iY1NC.-� Ai�PROV/�L �ROM TH� OWN�R DR LFhhNL79GAP� ARGNIT�GT PRICIR TO StJBSTITUTiht6 ANY 3. PROVID� UWt�1ER OR LAh1D�G,hPE Ai�GHI'i'�GT WiTH i�OTi�IGATIC7N C� ALL DISGREP',�h1Gi�5 B�7W�N �XI5TIN6 ANI? PRC7PP5�D MA'T�RIf�L9. 5. ,4LL GONT,41t�ERiZED Pl�NTS MEED 'fC� B� TJ ED6E O� GONT,4INER 4 HOLD Rt,74T B�l..L T06E7f�fEf2. cd.� a 1 51°C� INIPRG>VENt�NTS. 6. PRIOR TfJ PLfkNTii�6,TH� IRRI6ATION SYSTEM SHALL H� W1�Y UP�RAtTt�N�4L I�ND PLaNTit�6 AREp+S �H,4Ll. B� MUIST�NED. ° U z � 4. L,�NI:JSGAi'� Gf)KTR,4GTCJi� SH,�LL T,hK� ALL tJ�G�a51�tZY 9TEP5 F45 R�QUIRED TU PR4PERLY PRC7T�GT AND M,41NTAfi� H15 'T. �LL PLANT MA�TERIAL 5H/�LL BE fi'LAG�C7 I�! PI75 HAYlH6 ,4 MINIMUM DIAMETER O� 15CJ i'ERG�*lT OF TFfE �'1�NT5 Tc�T,�l._ '' u�j WOi2K FC)R TN� DURATIUI�! O� Tt� GONTRAGT. RDOT BA�LL. OR GONTAINER VOLIJME. b- 5. ,4l,.L WC?RK 5H,4LL GOMt�'LY WITH Ftl..1� APPLIGA�BI.� GQ17�5 ,4ND IJRDtN,hNGES. � �"� �-�y ¢ �-`� '�! J� }�{,�^� ¢ /` /` {�^'��,f &. PER�NNIAL. BEDS �HALL BE BA�GKfi1LLED WITH A� 3:i i�ATlO l�F TOP�aDiL 4 GONif'05T TU A I��PTH OF 8". ,��-Y:��:�'f$�.� °� VER C-�N�i�4L Nt�TES At� TYf'IGA� DETA�ILS. V'��L/ ��� �!- L/��� 1`!1"""S�� I�tl./��� 4� ���1✓���l../�T f t✓I Y�: ,.�%' ,,.���fw��,� � rc s��� (a. NOT�S AxND I7�TAIla Oh! SP�GI�I� L7f:A�WINCS TAIG� Pt2EG�DEh1C. C7 a. A�l..l� 7RE�9 5F4PtLL FiAVE TME ROOT GRC�WN PL,41V1`ED 2" A�?VE T#iE 9tJRRGUND{NC F1NIC�t? Gi�A�E. �L '��FdRUBS SHALL .�j��,="�� � �. t�1C� �dh35'i"INTIQN5 �QR ftNY MHTERIALS 9f'EGI�IED SNA�LL B� M�T?� WITH011T LAN " A�P� fi�RGNIT�GT'S t7R C?WNER'S ffAVE TF4� ROOT Gi20WN Pl�ANT�t7 C" A�BOV� THE SURROUNi?1NC FINI'SEiEC� C'-GRA�D�, �„�,°�:5�����,��� m A�C�\r`,�L. {. �iRAUli�t6 l�CNi? DRAItd,�.C"..-� SHQWI�! UN L./'�NT�S�AP� ARGHI'TEGT'S PL?�N5 IS L?IPIE�RAMMATIG. R���R TO GIVlL Et�i61t�R'S `°`��� � IC3. ALL TREES 5H,4i.L HF�VE A�LL TWIN� OR lJTHER BINDIN6 MATERIftL R�MOV�D ,�t�OUND GROWN t� TRUNK. ALL TREES SN,�LL at PLA1�a ,4hlt? D�TA(L,5 �UR�INftiL 6R?d?1N6,Di�filNAC�,Plfi'ING.�tNII UTILITY IN�ORMA�Tfc?N. ``� {7 �.'r. IT aH,4LL. B� THE I..,�NL75GAF'E GUNTRAGTOR'S RESF'ON5IBIL.ITY TU Gc?N�IRM ALL DESI6t�! Gi2lT�Rl,4 AS NQ'T�D BY THE HAVE �3URL.A�P AND t31NDIN6 MRTER{A�L9 PULL.�? SAt'.K PRDM A MINIMUM C� THE TQi� ON� THIRI?OF THE RQt�T BArLI... PRIOi� �; �� �� TO BAGKPILLIN6. y t?F'.,4WIN6 OR TEGHNIG�'+L �i'EGI�►Gt'4TION�. At�IY DISGREPANGI�S�DELEI'ION9, lhDDITI4N5,4R ALTERATIQt�S TQ 7fi� DRAWINGS 2. PRQVIT?� F(7R 25�+ SLQPE AST ftLL SThIR TREAD9. � C�R SP�GI�IGATION�"a aF�tAL.L B� PR�"a�"T�ITED 1N W1zITINC�Tt? THE PRQ..t�GT L.A�hIDSGt�i� ARGf�fIT�GT PRIOR TO ItJSTALLf�TION. IM. ALL �aHWJB �i?5 �tW? 7RE� WEL.LS WILL � MU�GH� WIT�f TWO (2) INGNES SHREDR�D BA�RK MUl..GH THRC?U61-k�UT EfdT11ZE 3, INSTALL DRAINAF"rE !"aY5T�M5 i�R MAi�f�GTUR�i2'S Si��GI�IG,4TIUt��a. B�D. i'ERR�NNIA�L t'Lf'�NTING BEL�S�ahfA+J_L NOT REGEII/� BARK MULGN GQV�f�,BUT S� TUP DRE55EC? WITH 1" GOMP057. �i. C�P[ERA,L CAN'f`RAGTQR TC7 HRlt+k� RC�t16H E9R/kD� WITHIN +l- C:.25' QF �IN1�t� 6R,�tCaE +E L�+NDSGf�P� GONTRrhGTOR TQ GONTRf�GTOR 5H,4LL i7ROVIDE SAMF'1.� DP MULGH TC7 LANDSGA� ARGNIT�GT PR14R TQ (N5TI�LLATIC?N. Plhtl5hl 6RPtD�. ` 4. 6i2AL>Ut�LL'P R.OUND OPP Tt?i�"a ANt� TC�S O� ALL P�A�M1�D 5LG3i'�5,Ut�LE55 9!-toWN a�Rwf� !N c�zl�i11�GG D�rAiLS. 10. AU. WCC�RK AtND i�,0.RT�SF+ALL �3E W,hRRANTI�D PL>R R MINII*'�1M t�F DNE 1'�AR�ROM DR'f� � GUMPLETION. 5, A�L1. �1NI'SH�D E�RADEa raHt�LL PR4VIR� FOR Ait�TURAL RUtlIOF� W►THOUT LDl^l GaPOTS OR POGK.�TS. �"i"�LC1W L.IN�S 12. EVERC�RE�N TREES 14'+ IN NEI6HT AND ALL TJEGIDUQtJS T�ES liRE 7C? H� STAKEL? WI7H 5 �OOT ST�I. 'T' �TAKES AND AGGURAT�LY ,4ND i�RDViI�E A MIN{MUM 2S�i GRtkL)IENT Ut�l!_E55 C)THERWISE NO`1�D. 6UY�t� WfTH 12 6AU6�,6A�LYANIZEP WIRE AND I-112 iNGH WID� C�RC-�N NYLUFi TC2E� 57Rf�P5. aTAK�S A�RE TO BE R�MGVED T L 3 YEA,RS�ROM DAT� O� INSTALLA�TION UNLESra C7THERWIS� Ai'PRt�YED BY QWNER OR LA�NPSGl�tPE l�tRGHITEGT. Ii. h MINIMUM G� � fi0UR5 NC�TIG� 15 REQUIR.EI? �C�R?d..L MG�FIFIGA7fQN5, REYIEW �€ APPRC)VA�L R�QUE5T5 TD LA,ND9GAi'� ,4RGHIl°EGT. fi. GQNPLIG7ra OR i�15GR�'Iht�lGl�S W{TN Gi2A�DE5 55f�ffALL � BRCJ4.t�'aHT TO "fH� ATTEt�[71t?N UF Tff-t� UWNEi2 OR L�4�NC�.�(.:A#� 13. /il..L. �R�aRE�N AND t�GIDU0U5 TR���'a 5F#?R!_L B� PRQVID�D WITH�4t1 "�RTH�t�I SAUG�R" A�T IT5 B�, SAUG�1�✓ AfZ� Tt3 ARGHITEGT IMMEDIe47�LY A�NP PRIOR TO i�RC�E�DING WITH WQRK, F.3� GpNSTRUGTED NAVIN6 P� MINIMt1M SHfkL�OW DEPM C1� �C?UR(4) INGH�S. 5f�� SHALL �E IN5T�1� ON DC>WNHII�L � 12. ,AT G�7Mfi'LEfiIQhi CJ� AL.L t^itJRiG 4UTLINER {tJ T� PLA�N5 TNE 1.�4t�lD5G:hPE GQNTRAGTC?R SH�LL GONTf�GT Tii� OWNER AND 51D� ONLY WHEN PLANTIN65 C7GGUR 4N A HILL51I7�. .4RRAt� ,h i�LK Tf-fF2IX)61-f TO D�TERMIhiE T�4A�T l•tLL 1k5PEGT5 t)P WC?Rk ARE Gt�MP1.�l`�P. WURK N�15T SE �l1LLY 7. �INISHED 6RP�D� AT ALL PLAt�lTED B�IJS SHALL � ft�E Q� RC?GK5 RND I7�BRI5 Wl aMt7C�TH T4P�AG�. RAK� }tiNP ,s, GC?MP!_�TED AGf.�F'ZD1N6 TO ALL Pl..�NS l�NC? �GI�IGATItaNS tkND 1`11t5T BE GC7MPLE7� IN 6C7C>D WORKMANSHIP MA�Nt�tER R�M41/� ALL 12JGK5 E�'2L4T�R TNltN 3" ,47 NATIV� t4i�Jk5. 14�, A�I...L. NEWLY iaLftNTED TK��-�3 +t SHRUBS r-�FfAl..L B� �RTILIZED AT THE TIM� C1� PLANTIN6 WITH BI�L MIX,ALL-PURPOa� �e.�rr� LL fi�ff1C� MU�T BE AGGEPT�D BY Tf-1� +�WtJ�R It1 Y�tRiTIN6 PRIOR TQ ThfE B�6INNIN6 Q� THE MftINTENANG� P�RIOD. F E R T I I�f Z�R P E R M A�N U F A G T U R E R"5 S P E G I�i G A T i O N S. �E R T I L f Z E R T U B E M I X E D 1 1 1 W I'M B fi�G K�I L L. 8. CRADIt�I6 15 TO �IT WITH AL� �X15TING 51TE �L..EMENTS TO � i�S�RVED. "(� 13. OWNER C?R AKtJTHORIZ� i�P{?�SENTATIV� MAY GC?MPL� PC?F�.TIt?N5 t?R P�LL l� ArPf'�OVALS r�t�(C'7 Y�RK OUTLIN�D IN NOTE� I5. l�L.L PLANTIN6 5Hf4l..L B� GOMFLET�D DURII�l6'Tf-t� NORMlkL 6ROWI1�S�RaON;NO PLA,NTIN6 5Hd1.1LD UGGUR LXJRIN6 L IN LIEU C�F l,�thll��GA�PE A�RGHiTEGT. Ai2 lNGL�MFNT OR FR�EZIN6 WE�TNER. ,,,� Ib. LrhND��GAP� G�3HTRA�GTOR SHALL SUPPL.Y �4ND DI57RfE�UTE GC�MPC7�'a7 TO TN� 51'tE. 701�5C}IL NI�.TIVE TO T#i� 51'f� 15 � PR.�f�RRETa !F A��lf�.ILftBI.E. I� 7DP�'aDIL la NNE�i?�t7 �#�OM t?F�51"f�,THE TUPaO1L ANi� GOMPC?5T�RE Tc? B� ftPPf2OVEP BY (� LANL�'...�GA�fi� r�RGM'i�GT CJR OWh1ER R�PKESENTA�TIVE PRI4R TO DELIVERY. TILI� 6" TOP501L t� 2° GOMPU�rT,,+�NP TC?P URE55 WITN I" GOMPC75T POR�L PERENN{AL BEDS, 5i'RE�hD T4P�IL TQ ,�t UEPT�i O� 3" T(J E5TAE3LI9F# ALL TURF A4REA5, tC3 ��HRUB 6E1�-v, +� TR�� PLf�NTiN�. A D�PTH O� I" �OR ALL DISTURB�D AREAS TO REG�IVE NA+TIIl� }�VE6ETA�TION, A,ND PC7R"THE AMEND�D B?.GK�ILL OF ALL NEW TREE5 AND �aFfi�tlBS. SGARIPY EXI�aTIN6 5C71L SUR�AGE PRIOR TO THE ADt71TlOt� � O� TOF'S�IL TC� �GRM ftN A�D�t�U�ATE HONI.7. FC?R �INISH C�R�DIN6, 5C)IL SUfZ�AG� SHUULD SE ,h Lt7G5E MQ15T SURFP.G�. ����I C�� GC��T�.�L. � 5l T� �'�.C�T�GT(�1� �C)T�� � PL.P+N71NG SI-iOUt�i7 C7GGUR WITf�41N ID RAsYS O� �RG� PREPARfkTION. ---� 1�. fi�PARA�TIUN OP N?xTIVE C'-aRAaS r4REr+�S WILL I1�tC�LUDE TH� �OLLf7WIN6= `�. �i- �1..�!�I 4.5� I (4./i`t:J: i�t.i: L005EN 501L TO �4 MIN1h�lUM O� �4" DEPTN. R.�M4V� STONNC-5� 01/�R 2" IN Dlp.t�iET�R,STI�K.S, RDC?T5,RUBHISH, ANP � �XTRA�t�lEOUS MATT�R. ,,�: I"1.2: DI57RIB117E I" C.� 70i'St�IL TO B� GULTIYA�TED INTC1 Np.T41f� 501L. I"l.3: GRAL�E AREAS TO A 5MC1t�T�-I, FR�E Df2JtlNlht6 �VEN SUR�AG� 1^iITH ft LOUSE,MURER.f�TELY GlJARSE 'fEXTUF2E. „� I. 91�T�Et�G� t?R HP�Y Bf�l..ES l�R� ':'C) B� PI.AG�D Ai' ThfE LIMIT G>F GON�7R.l1GTIC1N A�9 NEED�D TQ PR.E:1l�NT �RC�ION f�ND REMOI/E RID6�5 f�ND �ILL DEF'R�a510N5 A9 REGttJIRED TD DF2l�tIN. 1 U 5�G>1M�NTATIUN. A GON5Ti2UGTlt?N f�NG� WILL BE t'LAGED AT THE LIMIT r� DISTUf�€3ftNGE WHERE TNE 51LT f�t�tGE t?R HftY Iy.4: QNE A�PPLIGATIOtJ C� R DI-P�MMONIUM PHUSPHATE F-ERT1LlZER, 18-�fb-D,SHPd..L � BRt�A�DGA.aT PRit?12 TO S��RIN6 {� B�LES ARE Nt?T U5�1�. A�T,h RftTE C.� 8 LBS. PER I UOU 5.�. � 2. ALL Tf���a WITHIN TNE L6MIT5 4F= D15TURB�tt1GE TNAT,4R� TC,� SE F'RES�R.V�L7 SHALL 6� PRO'fEGTEi�: AT�YER6i2EEA1 18. ALL DISTURt3�t? AREJ�S TD BE R�1/�6ETTA�T�D WITH N/�Til(� E+iZA�a� SEED M(X 50WN WITH TH� �OLL4WIN6 NtIX AT,4 RATE O� � TRE�� Y�ITH SNOW�ENGIN6 AT DR1P-LI'NE;f�T I?EGIDUQl15 TR�Era U� St�IOW FENGIN6 AT URIP-LIt�. IF YOU GftNNOT Pi2C�ViI?� 42 LBS. P�R AGt�: � t.l') 5Nl?W F�NGE � I?hIP--L.it� DUE TO GQNSTRUGTIQN F'RO?{lMl'iY, WRAP TRUNK WI7N PL.1�5TIG C:ORRU61kT�D GULVERT S�GTfONS 15R5 GRE�'ING R�D �E5Gt1� TC7 ?ti H�f6FfT OF &` CJR TQ �fRST M�.IC,�R BI�fiNGI-f. I� IT 15 I�GEa5�4RY TC� DRtVE WITNIN �H� LREP-LtN� O� TFf� TR�E, 5% SHEEP � .£�"�GU� � a � GONTRAGTOR SHAU_ INaTALL �4° C?P f3f�RK MULGN 4R WOC?L1 GhfIPS Ihl l� RIN6 �XT�NDIN6 �RQM TH� TRUblK TO Tti� TR�E'S 2�55 A�RIZONA FESGUE n�zi� �,ir�. �a% c,�rw�r�,� ��u�r�za� ._.! 'L7 a IOR4 IPA�HCJ ��GUE M— � 3. ST�GIAaL GrhF� 1�1E�1� TG7 8� TAKEN �t?R T�:EES WITHlfi1 GONS`iF.UG7lt71�1 rhGG�55 RQUT� ftN[? W(�RK AREAS. PLASTIG (5% G�LENDER 1^IFiEAT6�A�55 �� � Q {� �ORRUGI�TEi� GULV�RT SEGTIONS W1TH II�ETERif)R tNSULftTIOK UF 1.5" MIN. TC,� �URR4UND TRE� TRUNK TG ft HEIGHT D� 6' QR TO �IR5T Mf�.1C7R BRA�1�tGH. Iq. MULGN AsLL 5E�17 �UWN �RE,45 WITH I" - 2" UF G�RTIPIER YJ�Ei� FRE� STRAW G>R Hfi.Y, btLL 9TR�4W AR�AS AR.E TC7 B� '"'�"7 � (� TAGKIFIED WITH /tPF'f�OVED OR6Ah11G TAGKIFI�R,4T "(1�fE Rft7E C�F 12c� !_B5, !AGR�, C1R H'Yl�RC?NNL.GH. �r/� ( 3 �F. �GT AND M,4INTRIN T�Mf'QRA��Y �ENGING t�ROU� TR� i'RC+T�GTIPN Z�N�S B�PQRE STARTIN6 51TE GLEf�RING. 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SEAL W/ONE �'ART P�I.YURETHANE CAEILKlNG; E � ! � � � E _ � � - � � 4. lNS�'ALL RADQN �AN Sz NECESS, PIPlNG TQ Gt?NIVECT d1FFERE�lT EEE ATIONS; � i � �__. �___. _ � ' � ° ` : ( � ° i ' � 5. EXACT L�CATItJN CJF FIPES TBC� BY CONSULT. PER SITE VISlT IE � , � . ' '�r�1}� F i � , F ( I i ; ( _. __ �� t,�,,a a � I j � ____________.__ ; � 6. ALL ENTRY ROUTES SHALL BE SEAI.ED WJ ONE PART POLYURETHANE AllLKING � ������� / ; L-�' ' y � � HEATER RQ{JM ! � 7. DAMPPROC?FING (�N ALL PORTIQNS 4F CUNCRETE & MASONRY FDN ALLS BELOW a ; � � � O�ECT: XXX?C � , �AT� � ---�- 102 � � y � � GRADE PER lRC R406 �; �� ' r ��� � � ' ,-°� ` i $. CRAWL SPACE ACCESS DOORSIOPENIRiGS SHA��BE GASKETED TO P EVENT AIR j � ���� gY' �� � f ; � ( � � ! 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