Plans (9) MEC20154004" 00794
0
RECEIVED w- co
V � � o �
SEALING MATERIAL DEC 2 2015 i w 1 �
SECURE ANCHOR STRAPS SHEET METAL FLASHING RECEIVER CITY OFTIGARD �� z o � N
TO CURB WITH STAINLESS WOOD NAILER - OMIT WHERE NOT BUILDING DIVISION 'T CO
STEEL SCREWS ALLOWED BY LOCAL BUILDING CODE rn 0
ROOFTOP UNIT HIGH-DOMED, CAPPED, GASKETED � U
FASTENERS (APPROX. 18" O.C. AND to
MINIMUM TWO FASTENERS PER SIDE)
1", 22 GA. ANCHOR STRAP NEAR
EACH CORNER (MIN. 4 REQUIRED)
ROOFTOP UNIT BASE RAIL • David Day, P.E.
----.1.1.1.1-- ._
SHEET METAL COUNTERFLASHING Consulting Engineer
w '.-"--...'"--...-. FILL ENTIRE CURB SPACE, ALTERNATING Q O15 Bax 348 re Drive
14
4- ___.._..____._..... LAYERS OF 2", 3 DENSITY, RIGID, Anahuac, Texas 3 52
ROOFTOP RE: ROOF CURB # Phone 409-267-3552
ACOUSTICAL FIBER BOARD AND 5/8"
HVAC UNIT DETAIL THIS a- DUCT ......-........-.-..... SHEETROCK.
,� /-SHEET N ..-...----......- __ EXTENSION OF FIELD PLIES ABOVE HEAD
/ \� Q ............................ OF CANT (NOT SHOWN FOR CLARITY) ,
V. .......................... ' �--SPECIFIED MEMBRANE BASE FLASHING ri
............
_._.
_ ............ \ ,
I...........
o '.1'.1.1.1 APPROX. SPECIFIED ROOF MEMBRANE /`,` i i
_ _ _ €
- w .. 11
____/ _ ................................... ...-:-.-:: 4 I i€ _
1/4" THREADED ROD
__......_._...__........_ .1.1.1.1-- COVERBOARD INSULATION ---.-- --
m (SEE DETAIL 2/M1 FOR ............................................... `�. i' ;:
,. ........................................ ! \.
Ii
.1.1.1.1.1.1.1.1-;
:::::::_:::::zwW::-:::::::-w.::=:W :
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............ - _.._-._ -- ----..._ �._,_............_.. _ _ - --------- -- --- _ -----------__..,...
TOP CONNECTION ; . __@
---.._.-..._-.1.1_.. -..__.. ,: THERMAL INSULATION ) :.............................................._!........................................................................................._.. ................ ' ........................ 11 ....................... ;. ..........................
RETURN `� v >:... :' , ELECTRICAL :........................................... .......................................: _ _ I
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H UST DUCT
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SUPPLY __.� �._... EX A .........__�
. .... i 1—•q•-::.--:.—...�-"..,""......,q,....... .,. .�,�m,m.--i
AIR DUCT7: ti. ROOF DECK WIRING BY _......• ; !; k....:�., !'.................. _ ," h..: I
�` AIR DUCT �.'; , ELECTRICAL RE. MECHANICAL PLAN II ';�..... ,
::
............ ; :: .. ; �, ; RTU-2 -1 - ;
CONTRACTOR i1 I/-�k ( It,w,,,,-,�.
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CEILING ::::::: I !:..:..........:: : ',! li - :.:...t ii i
BACKDRAFT € I; i ii Ii i€ i1 --- :: r
T !: '`
CANVAS CONNECTION L I FAN HOUSING LDAMPER I I !€ ;I ti`s' J'`. ! 104 �"
(TYPICAL) CAULK OPENING �,_\
%I Ii jI f� - { CD-1 •.-........ 5 i m
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CD 2
AROUND DUCT t ; ;i ii 1 !i ;:�1.-.. I 250 E::_.:.:::: £ !. 06
�� ' 1: ii ; ii 7. /" �. t_.......••. :i 50 ''• O
:: ,1 ;I H f...>( ................. ..---------'--'-- '-�...........n<
NOTES: FRAME CURB AND DECKING WITH STEEL / i € ii %°~#' '•
LOOP ANCHOR STRAP AND .� ii iI €i ii €; ii i t: ; \_ I
...:................_
............
I: :.............
BOLT TO STEEL SUPPORT ANGLE. i; !;, ,--- ;; i t€ ' I,1 I
1. PROVIDE OPENING THROUGH ROOF AND ROOF DECK INSULATION NO LARGER i €I i :! €i ;1
::
lsessssNL,:;:
€I €: 11 i€ i! €€ v.. _r' _.;r ' '; i EF : :!i
THAN REQUIRED TO ALLOW DUCTS TO PASS THROUGH. REFER TO PLANS FOR ;; ;! ; !I €; :! ! } I
DUCT SIZES. TRANSITION AS REQUIRED IN ROOF CURB TO RTU SUPPLY AND NOTES: FLEX CONNECTOR ; ;; ;!...;:......�._Ii ;; !: I ; W
! :: I � i ; 1 : •.
RETURN OPENINGS. i ........................I: I................. i1 €i.... ' :! : ;; •u, Q
1• CUT METAL DECKING TO ALLOW CURB INSTALLATION ON STEEL FRAMING. AFTER CURB IS -"``Ii .., -••• ! ' ' III O
2. PROVIDE SLOPED ROOF CURB TO INSTALL ROOFTOP UNIT LEVEL TO ENSURE SET IN PLACE, TRIM REMAINING METAL DECKING AND INSTALL WITHIN CURB. TACK WELD ::, •; I it I ` °�..- .;ij �----- ..............
--- - ----' --"'.1".1.1.1 ' ' ` W
__
;: : i; - _...._,._______-_- -.1.1.1.1-------- -... _
PROPER DRAINAGE. COORDINATE ROOF SLOPE WITH ARCHITECTURAL. FLASH DECKING TO SUPPORT STEEL. DO NOT WELD INTERIOR DECKING TO ROOF CURB. PROVIDE i ;; i \ \ I; > ::-`-"' "` -- """"""' i- -..a............_;; ......_.___. '"
:: .. _ ....... ........:......... ...... ;I Z)
AND COUNTER FLASH
OF PENETRATIONS, ETC. TO ENSURE WEATHER TIGHT ADDITIONAL CROSS FRAMING TO SUPPORT INTERIOR DECKING AND FILL MATERIAL AS REQUIRED. CEILING i ; ` i: ;i ;;,., E !� _........ ii! �
t -- i :: — k
EXHAUST GRILLE iii \ f ! 5i . :
INSTALLATION. i ;; . ii [, --._'.._�;! 11
2• LOCATE ANCHOR STRAPS NEAR EACH OF FOUR UNIT CORNER POINTS. PROVIDED WITH I II •. I: `�, ii :, ;' :, ; ' S4 I ;j d
::_::: :! 1:i i � CD-2 i c .- cv r�
r _.__._....;; -
SECURE STRAPS TO JOISTS OR FRAMING ANGLE. KEEP S'T'RAP AS TIGHT AS POSSIBLE. EXHAUST FAN :: . ;; ;..:.�-..:_)
i ` : :::::::1:::::: I it � 3...
ROOFTOP UNIT WITH DUCTWORK DETAIL V
CHORE.DR OOF CURB DETAIL SUPPORT DETAIL FOR HUNG E UIPMENT 1: - - " WHICH WICH
::
:i .......... II €€ ' /
�...
:::
4 !! : ,
i
11 ,4f......, I \ i
.... p::::::::::::::::::..............: 18x14 .............{.......... .........;...............<!€
2 N0 SCALE SCALE NO SCALE i Ii fi' = € 84 ,
PROJECT#. 570
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PARALLEL TO STRUCTURE ROOF ...
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_...._...__......_.._....._._..._.._............_..............................._._.__..._.... _._._..._.._._..._..... ROOF PARALLEL TO STRUCTURE
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............
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/ : ! ..!.:: 104 T ::::::,:Ei _ ;i;
i / : € JOIST - 18x18 - 't ;;
.. ; I ANGLE OR UNISTRUT � ��
, .
6 I 1 / JOIST 6 6» 6„ i1 ; 2501 i RG-1 2 AFF '`•11 : I % I
': i ._i.-' ................ --------- :
RTU
METALLIC OR NON-METALLIC BAND OVER INSULATION (TYPICAL) € ===., "!
/ HANGER STRAP : I I 11"m .- - 1 i y...........
a -
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HIGH EFFICIENCY TAKEOFF EXTERNALLY INSULATED DUCT ; 7—
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ill
------ ------1111-------- -----------.-._----------------------------------------------------- - _ ...y ,........: i _
INSULATED WITH VOLUME DAMPER .H... :...::.::::.:.... _ ..
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FASTENER «:.... . :...::
:::.� ;-„_.-. ; ' =�i��:.._..--.1.1.1.1-�- I
:::::: ::.:. :::::::::::::::::::.:-:::..:::;..........._ <:..............<......;..... Y::n;¢ ;.............................. _ ........................i...............a
AND DAMPER LOCK WITH EXTENSION
_-_7 X
I........................ €.,_.......... ............---•-----•-t---•----.....:.>_:.............._...........----•-......-==::..:::::::::::::::::::::(:�__........................_.._.......... ....._......
FOIL TAPE AT - OPTIONAL ROUTING IN BOLT AND
...... ; ......---- - --------------------- '
r - i _............................................ .
.Ks. ===-------------------
INSULATION Uj
•. :.�m = CONCEALED AREAS NUT i f f ! '••
( € ! i.......................o..........
JOINT i SHEET METAL I ; L� ._._.-I,...;- - -€ - - _---... _ ., :-._:._.1 -:.._..;. _.__ . v- : 0
!
...
(MAX. 36 �) , it i co
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ANGLE OR UNISTRUT 1” MIN SCREWS SEE _ '= I �i ; 11
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SEE NOTE 1. I ;.................................................�,..................::1:::::::-::::::::................................................; ..................�,:_ ..:::::>t••-::' :' i1. -=�..; cv
s
R 01QNOTE 1. TYP i -; I. I .:� ::: ... ! _
.x axs , : 1 : .............4....._.: ... ................. .................
.un"'. naniasas - •caxisr -I97,�Y. 1€ !
3 Sn
c _ I ! ,
PRE-INSULATED FLEXIBLE "
III I. ..
i !' , f-- ~
60" MAX I ! I t.... , ! "!
DUCT AS REQUIRED' _ SHEET METAL • `
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x UND SUPPLY :.......................!......................... ;................;. ! .. :::::::::::::::::::;............<:...... i _ w
RO ::....................: i
........................::::::::::::::::::::::: i :.::
INSTALL PERMANENTLY a s SCREW ,. ROOF PERPENDICULAR TO STRUCTURE ; ` 104 I €........................ 10th I j, 1 !................. :<::. 'I-----------f�;;i.............................., o
SEALEDAND SUPPORTED AIR DUCT 4 :................................................................ ........................................................................................................._ ! _ -. - ! �... 84 ! i.., :_
(MAX 24"0) :...............................................................................................................................................................................: E.....:::::::::::
TO PREVENT KINKING AND ;---` CD 1 € CD 1; CD-1 r -�
Q
_._...._.._._....__..............................................._...............r i
j .._._...._........................ i ........ 300 300';; I 200 0
SHARP TURNS -- i / �� ...............:. ;;:::�::::......::: i............ ...; j0 -
„ .. — \.. // i € i...;. €................... i .......... ..... k.. H
....
PROVIDE 1 THICK, R 6 FIBERGLASS INSULATION FASTENER TYPES // '�\... ; i I '°
METALLIC OR NON-METALLIC .................. ........i..........................ii...?.................;!
;; „x TO COMPLETELY COVER DIFFUSER CONE WHERE PERPENDICULAR TO STRUCTURE - . , / ��... ' `i .1.1.1.1 i 'r ! o
': ii I i. :: :� .. ........ `.i i
BAND (TYPICAL) SCHEDULED OR SPECIFIED. :..:......:.:...: - :::::::::::::::::; .\.%. ; __...j "iii' I :. _ ....._ }
B
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.
.....................................
art: ,N,.........., r• . .. Mw:. ,:,,:,i :!:
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��... ROOF • . / ii i ..:........:.!......>..-...1........>....E.......... _':Lf:...:.:11.........!....•._..;'._....:..:..'....,-:..!....; ::::....::, !. .......... i........'
CEILING DIFFUSER WITH VOLUME // // / : €i - ! -� .€,. ;:`. .. al. .;; ; -` r..;_r.i :{ Ii1 , y i:i
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DAMPER, FIRE DAMPER OR ". �......
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BOTTOM OF
.' ... RECTANGULAR DUCT ! [-_�:•::: :.....................................�.............;., :::.:.............. : : :::::::::::;::::: : ::::-;1 ._
COMBINATION VOLUME/FIRE t..
/ ...............w..............:...................r,..::....................................:...........................,,. , . .w., ,M.........,................................................•..................::....: : I
, ..................................11,.... ............ ........ . ......
DAfvRFI� IL �D =� s STRUCTURE �� �/ THREADED
!....................................4..................................................................................................................................._:._.........................................................._ 1111,:.
END FOR FUTURE `\..:.. / LOADS MUST BE BOTTOM OF r :.......................y....... a... - ,-1111.. ...............:
/ € ,. : ........ ................. ................. �,-E',' : :,''`:<
tib... ROD (TYP) I :1111
TENANT INSTALLATION. // ... I HUNG WITHIN 6 STRUCTURE I II 1 I EF - ....7........
........... ................................. a...- ...........................
OF PANEL POINTS ; ; ;3 i;;'' ! !I
2 3
CEILING
<... .....................................................i.............--....-..4.......................�...............1111.-<......... i i ..... ................. ------------_... ..........I......
::::
....................................... ..............................................I.........................
FASTENER LOADS MUST BE €: J. + - - <<: �... b <... _....._ .. ...<i1!
:........................................................................ TWIST STRAP is /, i ,�,
16 GA. GALV. STEEL HUNG WITHIN 6 i C :.,.,.,,,4.............: ::...::F:.:::::::1111, ! :::�"'b"'::::::1111
;,
OF PANEL POINTS I ;' : i % i''
NOT BAND 2" WIDE ANGLE OR UNISTRUT I;. ; I
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i€
( ) :c...................... ..:.:...............4........__.........._e_.............._....e.......................i.......................a.......................<.......................i.......................i---......-...........o-.....................4.......................e.......................b..........I............b... .^..b..........ep::
:::::'::,.::::::::::::::::::�:::°:::::::::':::'::::::'::t:':::::::::::::::::::�°:"::'::::::."::":::':::":::::....:::::':":::::°':::::::::::::::::::::::':::::::::::::::::::�::r::::i :
1. EXTEND RIGID METAL DUCT SO THAT MAXIMUM FLEXIBLE DUCT LENGTH DOES NOT NOTES: ; is i i ;; ; } 1;II
EXCEED 5'-O". PROVIDE RIGID 90' ELBOW WHERE REQUIRED TO KEEP FLEXIBLE € ; ii € ;
PROJECT:
WAL—MART #5935
i
PORTLAND, OR
TPPLLLE 3
1 V-L I N� (322TH CI-IANN�I. 5 11 NOTICE IS HEREBY GIVEN THAT
I�\/p' G illl I-/8 SIZE L 6"41MINA —�2°MIN. EXCEPT AS OTHERWISE AGREED IN
Op I�QUIV/LINT 'I I? 110 291VI yq" I2'' DESIGN WRITING THE INFORMATION AND
O G II �( 1U D CUMENTE SBADCONF CONFIDENTIAL
J C 13Y OTHFp5) IED IN THIS
PROPRIETARY DESIGN OR IS PART
�J '/e" Ig" 2a°MAXINJM
y2' 25„ cu - OF A CONFIDENTIAL PROPRIETARY
I DESIGN AND IS THE PROPERTY OF
/ - - -------I-- ---- - s/B�� 31" 2411 MAXIMUM THE VMC GROUP. IT IS SUBMITTED
r� UNDER A CONFIDENTIAL
Yi 0A'507DOLfW/PENGEK ; 39" 2"MIN. RELATIONSHIP FOR A SPECIFIC
WA9fk I X711 PURPOSE AND THE RECIPIENT BY
sTpurMuSTHAv� � r�olT L ► %e `13 6"MAXIMUMi J... PURPOSE
ACCEPTING THIS DRAWING AGREES
( �) NOT TO SUPPLY OR DISCLOSE ANY
(1)I,-MAXIMUMALLOWAOLETMAMP INFORMATION REGARDING IT TO
'V 0M760 W/FEN7ER I C' INSTALL�f7 THt;OUGH TWO I - --
WAP ! , KOI76ENGTHVvITI'OIXSiIfPEI�R. ANY UNAUTHORIZED PERSON, OR
�AC�s 0�THS STP.uT,\"-// z TO INCORPORATE IN OTHER
KM5: PROJECTS, ANY SPECIAL FEATURES
' I) MINIMUM(2)ROn STIFFENER CLIPS FER ROG
2"MINIMUM 21,MINIMUM PECULIAR TO THIS DESIGN.
n 2) ROn 511FFENER RiQUIffMENf5 APRI.Y ONLY f0
5�C1�1 O N A-A MAtxn 80125 MAf HAVE SEISMIC ORALES AffALLI EEn,
/ I 2,00 CUSTOMER:
---- -- — 3) MAXIMUM WI2 511FFENER LENGTH 1510 FEET. CONTACT
I I I AMDER/DOOM IF LONGER 511PPENEP 15 11QUIITn.
---- ' 91611/J( SIERRA CONSTRUCTION
NOT: 0I/ 2 A32513OL1 A 811 X I" HHCS
mf&„�„ STC;uT SPECS: 11 (2 5117 5) / (130TH 51nE5)
PETAL NOTA; CONC�NTIPAT�f2 L0A125 NOrAK11�12 I_%'' X I41a'' 12 GA, 5ftL - ► ;"'<
--- CONC�NTP.ATfn LOAI25 NOf APPLI�f7 WITHIN 311 (12KN51ON IC') o� C PY OTH�p5)
/�� �� ci-IANN��Nur �kOn SrIF��N�p
�� STf?uT C l3-LINA 1322TH SLOTT�t2 Sf ��V'\CK
WITHIN 5 (I21M%510N C ) OF NOnAL POINrS MUST��P.�IN�OpC�t7 FA5T% THI?U DOTH FLANCZ5 — _ A L-THp�At7 POt2 13�K� 5 AP\� 5HIPP�12 IN
NO17AL POINTS MUST p�INPOt;C�t2 PFP THS JOI5T PTINFOI;CING b�TAIL STP.uT op�QUIVAL�NT) 2,3 p� N 500007 - C I/4" THpOUGH 1/8") THPEP 5�PAP.At PIFC�5
Pip THS JOIST I:�INFOt?CING r7�TAIL va'� 211 � CmL�CLIP
----- PPOVII2N2 IN THS WAL-MApT PPAWINCA PPOVI17�b IN THS WA.-MAP\f 12PAWIN6 5A13 PPACK�f 3811
(130TH SII2E5) '� IZ GA CHANNEL C CHANNEL NUT, / KEY PLAN
SrT, M1 PING TO 5Tt;UCrUI� MU5T P3 8 "' all I I BOLT, AN12 Cf?Al2L� CLIP) .° SST, WI:Lf21NG TO STP.UCTUP�MUST 13� SUPPLI�b 13Y VMC � � �� (I-5/8 X I-5/8 >
APPt;OV�t?f3Y THS STP.UCTUPAL APPf?OV�t2 f3Y THS 5Tt?UCTut?AL -+ STANf7AP.l2
�NGIN��f;OP p�COp12, ALTERNATE WCL12 CONNEC110N FOP 12 f% OF PCOPP, A p5C-I 511 ffl\I f;
ALTERNATE WELn CONNEC110N POR DETAIL"13"
i
DETAIL 1 - PERPENDICULAR ATTACHMENT OF DETAIL 2 - PARALLEL ATTACHMENT OF SAB TO DETAIL 3 - BRACING MEMBER GENERAL DETAILSDETAIL 5 - VERTICAL ROD STIFFENER
- DETAIL 4 - SAB BRACKET DIMENISONS
SAB TO TRUSS (BOLT OR WELD) TRUSS (BOLT OR WELD) & SPECS (SUPPLIED BY OTHERS) --- - - - -- REQUIREMENTS
- —_-- y- U51� 1/211 p GRAPf A325
THIPA12�12 p012 t2ETAIL U51�1/2'' 0 Gt?A A5251301 5 FOP ALL THPAI21�12 P019(51�1� t2l T% 13OL5 FOP ACI CONN�CT10N5
5 FOP POP 511FP�NFP M1 10.) CONN�C1101\15 r0 5f1; L, 5 FOP P017%FFF Nrp p1�0 � r0 5V1
111IPV12Pn POP(51:1:nPTA11 P.O.
-- �5° TYP,
TYP, 5 FOP P012 5T FFftP�Q)
THp�Al2�12 POt2(5PP 17�f& i THMAON9 POP(%E POP 19;f& 5 DATE
- 5 POP p012 51 rrP NSP p�QJ / �Op
jug JL45° rf. POP 511FFftP f?PQ,WN�N 09/03/2015
U51NG TKTA02 P,0125)
L �5° TYP, 513 TYPP SEISMIC C3P.ACKPT REVISIONS:
120Uf3L� NUT,LOC11T1;, Op FL�VA110N VIEW (U5P 5LOM19 t3r'.AXf Pop
REV. DESCRIPTION DATE
JAM NUT =_ COftC11ON TO WUIFM%f) 5f;CUP\� HOOP WITH A q" /
511V TAPPING 5Cp�W INTO ----
/ SACH WALL 5TU12 ON 130TH 513 TYPP 5N5MIC 13VAXf (U5r%O T�12fff 113AV FOP
-------- 51125, —
`' (U5� 510TT�12 f3�KPT�Of; CONN�C110N r0 EQUIPMENT)
513 TYPE 5N5MIC f3kKET %CUP H0019 WITH A al I
CONNECTION TO EQUIPMENT) w� �
<U5� SLOTT�1213K�T \ 5ELP TAPPING 5CP.EW INTO ®� �®
EOP COftCT10N r0 EACH WALL 5TU17 WNEpE
�`� AVAlLA�31E.
EQUIPMENT) ONLY H V15 n�TAIL IF ®� �®
6oLT Sf3-125 To HANGEf? UNIT 15 L�55 THAN 200#, / '-5UPPLEMENTAPY LATE�J
PPAE NER2N9 FOP\TUX
POP(SEE 12E% 5 FOP\I;019 U51� 12 f& #8 FOP\ UNIT ® HEASP5 LONGE,THAN ARCHITECT
5T1EEENEt;P�EQ.) �5° TYP, �5° TYP, OV�P\ 200#, 513 TYPE 5EI5MIC PPKETI IN
30'-011
PLAN VIEW ®� �® (USE %OTTE12 DPACKET EOp PLMt yi w
CONNEC110N TO EQUIPMENT)
DETAIL 6---.SB LAYOUT FOR DROP BOX DETAIL 7 - SB LAYOUT FOR EXHAUST HOOD DETAIL 8 - SB LAYOUT FOR 'WALK-THRU' DETAIL 9 - ALL-DIRECTIONAL SB BRACE DETAIL 10 - SB LAYOUT FOR IN-LINE DRAWING ENGINEERING BY
DIFFUSER BACKED AGAINST WALL EXHAUST HOOD FOR SUSPENDED EQUIPMENT RADIANT HEATER VT
MIN,20 GA%P ACOUSTICAL CONSULTANT
CEILING
j ATTACHMENT TYPE -
_ _ 611 MIN. UNI5TP.uT 191358 (NON-SLOTTED)
SB-125 BRACKET
G G G I y2' SEISMIC CABLE
®
FLAT'FLATI. I TTING N RESTRAINT ONLY)
I /2 'POLTANP DRAWN BY
°a (Of?EQUAL) CHANNEL NUT 0W) `A I
J ° OO OO OO OO OO L00CABLE
AROUND /// /�
3-I/2II MIN, Q :0)� ° — O HEAD OF BOLT .,- -'ie' - APPROVED BY
a ° d X ' ATTACHMENT
a / .A /„ \ / '•4' \ HARDWARE
DOLE51afOFIT / / NOT BY VMC VT
W/ FENITP WASHER 5(3 125 XACKET01 SCALE
11 G' /"
L---1 \ 6 NONE
�\ ° d 1/4" 11�K5 Ar SECTION A-A y"0CKNUf -
41, OC(TYPICAL 1/8" GALVANIZED CABLE DRAWING TITLE
41 VOTH 512E5) SHOWN ONLY FORILLUSTRAVE PURPOSES HVAC .SEISMIC
Y21 121A,HIL110 TZ FOC; ° NOT PART TIOF ASSEMBLY
Nom' 51 PXfUPAL ATTACHMENT TO (SOLD SEPARATELY)
nETAIL"J" A1919110NAL DRACING�allITnFOR AffACHMENT5 a 6YP5UM POAVP BRACING DETAILS
NOfNEAR ANOnA,POINT,FOP M5TMNfOFMIT CONCP.ETI
PUNNING PI000uNI5TP.uT01?EQUAL � SEAL & SIGNATURE
I' IT%I?ICLLAP TO TIE 1'3.155 REAM ° a
ONLY.MU5f DE AYPROVEn PY 1NE ENGINEER OF a (TYPICAL) -- -
PECORn. nE51GN ANI7 5U'pLIEn DY OTI�PS, ° ___\�i.___._ CEILING ATTACHMENT
BRACKET
1/2'' A501 POLI ANP NOTES:
G 1) MATERIAL: C.R.S.
513 TYPE 5N5MIC 13Pv`r..V CHANNEL NUI 2) ZINC PLATE.
3) FIELD TORQUE 1/2" -
LOCK NUTS PIPING/EQUIPMENT
_ 1-1/2'' PLAT WA5 V, TO 75 FT. LBS. ATTACHMENT BRACKET
4) 1 KIT CONSISTS OF: (NOT TO BE USED AT
/ ✓ [31 JMFN 5D-I2�ANP 5-IPU-I 2 SLOTTED BRACKETS CEILING ATTACHMENT)
- POUr�r7 CONCt;ETI;Op 2 HOLED BRACKETS
n G 8 BOLTS
&1V%ATE WELP CONNECTION FOP PETAL"J" CROUT-EILLEt2 CMU 8 SERRATED FLANGE NUTS
_.. _ 5) CABLE SOLD SEPERATELY. ASSEMBLY OPTIONS
DETAIL 11 - SB TYPE BRACKET ATTACHMENT DETAIL 12 - SB-125 SEISMIC BRACKET DETAIL 13 - SB-125 SEISMIC BRACKET_ DETAIL 14 - SB-125 DIMENSIONS AND 2
TO STEEL STRUCTURE ATTACHMENT TO CONCRETE STRUCTURE ATTACHMENT TO STUD WALL INSTALLATION INSTRUCTIONS
THE VMC GROUP
The Power of Together
Bloomingdale,NJ 07403
Houston,TX 77041
Member
SHEET NO.
DRAWING / PROJECT NO.
E- 108470-210
CAGE CODE
4.093 1
KEYNOTES GENERAL NOTES
ch3
15.100 ROUTE PIPING THROUGH JOIST SPACE. 1. THE NATURAL GAS DEMAND SHOWN IN CUBIC
COORDINATE WITH HVAC AND OTHER FEET PER HOUR (CFH) IS BASED ON A HEATING
TRADES PRIOR TO INSTALLATION. DO VALUE OF 1000 BTU PER CUBIC FOOT AND
NOT INSTALL PIPING DIRECTLY UNDER SPECIFIC GRAVITY OF 0.6. CONTACT LOCAL log
SKYLIGHT WELLS UNLESS INDICATED UTILITY FOR EXACT LOCATION AND SIZE OF GAS N
OTHERWISE ON PLANS. COORDINATE METER, GAS PRESSURE, SIZE AND TYPE OF N
WITH SPRINKLER CONTRACTOR PRIOR PIPING AND VALVES REQUIRED FOR CONNECTION Lj
TO INSTALLATION IN ORDER TO TO METER. VERIFY CORRECT GAS PRESSURE
MAINTAIN REQUIRED CLEARANCES DOWNSTREAM OF SERVICE REGULATOR AFTER GAS
FROM SPRINKLERS. REFER TO PIPE UTILITY COMPLETES INSTALLATION.
SUPPORT DETAIL FOR INSTALLATION. 2, SANITARY SEWER PIPING SHOWN IS BASED ON coco
15.101 COORDINATE CONNECTION OF THREE 1/4" PER FOOT FALL FOR ALL PIPING 2 1/2"
NEW 1" WATER METERS TO EXISTING AND SMALLER AND 1/8" PER FOOT FALL FOR ~ N
3 DOMESTIC WATER SERVICE. PROVIDE ALL PIPING 3" TO 6". COORDINATE BUILDING SOIL
PRESSURE REGULATORS DOWNSTREAM SEWER LOCATION AND INVERT ELEVATION WITH
OF METERS AND SET TO 55 PSI. REFER CIVIL DRAWINGS.
TO THE PLUMBING FIXTURE SCHEDULES.
3• INSTALL VTR'S A MINIMUM OF 24" FROM
PARAPET WALL AND A MINIMUM OF 10 FT. FROM
OUTSIDE AIR INTAKE OF ROOFTOP EQUIPMENT.
SEISMIC NOTES
4. INSTALL CONTINUOUS SEALANT JOINT AT ALL
EXTERIOR WALL PENETRATIONS. NOV 19 2015
REFER TO SEISMIC RESTRAINT SHEET SR1 FOR 5. FOR PIPING ROUTED ON EXTERIOR WALLS, ROUTE
INSTALLATION DETAILS. REFER TO THE PIPING ON THE INTERIOR SIDE OF INSULATEDCITY 0 TIG AHD
SPECIFICATIONS FOR FURTHER INFORMATION. WALL TO PROVIDE FREEZE PROTECTION. BUILDING �IVIS110N
6. INSTALL FLUES A MINIMUM OF 8 FT FROM ROOF
EDGE AND/OR PARAPET WALLS AND 10 FT FROM
EQUIVALENT NOMINAL PIPE SIZES OUTSIDE AIR INTAKE OF ROOF TOP UNITS.
PLAN SIZE POLYPROPYLENE PEX 7. PROVIDE START-UP ASSISTANCE FOR ALL
(COPPER) HOT WATER COLD WATER GAS-FIRED UNIT HEATERS.
GAS LOADS » »
1 2„ 1 2„ 1 2„ 1/299
8. PRIOR TO SUBMITTING BID, VISIT THE JOB SITE
3 4 3 4 3 4 1 AND BECOME FULLY ACQUAINTED WITH THE
OUTLOT BUILDING 5 PSI LOAD CFH 1" 1" 1" 1 1/491 EXISTING CONDITIONS OF THE PROJECT. EXISTING
UNIT HEATER 250 1 1/4" 1 1/2" 1 1/4" 1 1/2" CONDITIONS WERE TAKEN FROM ORIGINAL
TENANT LOW PRESSURE LOAD CFH 1 1/2" 2" 1 1/2" 2" DRAWINGS AND MAY NOT REFLECT EXACT
JOY TERIYAKI 150 2" 2 1/2" 2" N/A
AS-BUILT CONDITIONS. COORDINATE NEW WORK
AND DEMOLITION WITH OTHER DISCIPLINES AND
GREAT CLIPS 150 2 1 2" 3" 2 1 2" N A EXISTING CONDITIONS PRIOR TO CONSTRUCTION.
ICON NAILS 108 3" 3 1 2" 3" N A
WHICH WICH 890 4" 6" 4" N/A 9. AT CONTRACTOR'S OPTION, IN LIEU OF COPPER
TOTAL 1548 NOTE: REFER TO SPECIFICATIONS FOR WATER PIPING, PEX OR AQUATHERM PIPING MAY
NOTE: ALL TENANT METERS ARE LOW PRESSURE APPROVED MANUFACTURERS BE USED. REFER TO EQUIVALENT PIPE SIZE
SCHEDULE AND SPECIFICATIONS.
s
1" WATER ; f
METER
£ � Z
# 15.101 GAS METER BANK
REF 1-MP02.2
f
1 2 1 2 1 2 3" DOMESTIC GAS ENTRY REF TENANT GAS LOADS 1 2
DEMO EXISTING WATER I CONTINUE Z
;, MP11 .2 MP11.2 / SPRINKLER REF CIVIL FOR TOTAL LOAD
MP21.2 MP21 .2 3 4 GAS MP31 .2 MP31.2 Roots ETR ETR UNDERGROUND MP41 .2 MP41.2 ui
PIPING UH3 2 1/2" GAS ETR 5 SANITARY PIPES
6" YCO y 1 1/2" WATER ETR 'o I GAS PIPE DOWN TO THROUGH TENANT N
6" ETR IE = 91.50' s INDIVIDUAL TENANT SPACE
ETR
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CONTINUE
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J � f ,£ , ,. � £�'•:'% # �` �t . % ><� 1
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m
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z ETR r r ,.':.: :;n:,..E y , �, ,, ,; ,,« ON ROOF CAP GREASE WASTE
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F 3r : REF 1 MP11.2 N
Q I f 3 € ` TENANT WALL ' ./ I I
4" _ GAS PIPING CAP » I »»»„ I O _
REF 1 MP21.2 4
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CAP GREASE WASTE INTERCEPTOR w
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Lf� I y :�,. / E j.; £ ` }} .£ £ ,`I; E sctlf .:ABOVE ROOF :,c, I 60 AFF
GAS ROOF _ F `<" PENETRATIONS
h' I ;I f # I _� £ REF 5 MP022 » tt f,.. € ReviSKM
.$ .» # ,-„ REF ARCH
PENETRATIONS I E � o £ DEMO 3 4
REF ARCH »1 r J :,„ €, yf
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W s' fI REF 4 MP' /.2t #4y. OWNER IF EQUIPMENT 06.15.15
p/�p�
II I _ IS TO BE SALVAGED
AND THE STORAGE
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