FIRE PROTECTION PLANBUILDING DESCRIPTION MATERIALS BUILDER/CONTRACTOR RESPONSIBILITIES ENGINEERING DESIGN CRITERIA
NOMINAL SIZEMOTH LENGTH EA IF HEIGHT ROOF SLOPE MATERIAL PROPERTIES OF STEEL PLATE AND SHEET USED IN THE FABRICATION OF PRIMARY STAR'S STANDARD PRODUCT SPECIFICATIONS APPLY AND UNLESS STIPULATED OTHER,LWISE BUILDING CODE MASSACHUSETTS STATE BUILDING CASE
(LOW SIDE) RIGID FRAMES AND ALL PRIMARY STRUCTURAL FRAMING MEMBERS (OTHER THAN COLD -FORMED IN THE ORDER DOCUMENT$ STAR'S DESIGN, FABRICATION, QUALITY CRITERIA STANDARDS Al ND BUILDING ENO USE COMMERCIAL
SECTIONS) SHALL CONFORM TO ASTM A529, ASTM ALSO OR A607 WIN A MIN/MUM SPECIFIED TOLERANCES WILL GOVERN,
BUILDING "A" 240"-0 X 370'-0 X 22'-0 is 12 YIELD POINT OF 50 KBI. IMPACT LOADS NONE
ME BUILD ERE CONTRACTOR TR AIFCTO FIRM IS RESPONSIBLE FOR OVERALL PROJECT
MATERIAL I A Affi TES OF HOT ROLLED STRUCTURAL SHAPES CONFORM TO ASTM g529 OR COORDINATION. THE BUILDERICONTRACTOR A RESPONSIBLE FOR RARY ERECTION OF STEEL AND :ALL DEAD LOAD (STAR MATERIAL) 6.N PSF
ASCII A572 WTH A MINIMUM SPECIFIED YIELD POINT OF 42 KSI. TEMPORARY
WORK IN COMPLIANCE WITH STAR DRAWINGS TEMPORARY SUPPORTS, SUCH AS (AVERAGE WEIGHT OF PANELS, PURL INS, AND FRAMES)
TEMPORARY GUY$ BRACED FALSE WORK OR OTHER ELEMENTS REQUIRED FOR ERECTION WALL COLLATERAL LOADS 3.0 PSF (TOTAL)
STRUCTURAL TUBE MATERIALS CONFORM TO ASTM A53 GRADE B OR ASTM ECTA GRADE B BE DETERMINED, FURNISHED AND INSTALLED BY ME FURNISHED
BY STAR ARE TOR ALL INTERFACE SPRINKLER 3.0 PSF
IS C ROUND IS SUPPLIED WITH A SPECIFIED
SPECIFIED YIELD POINT OF 36 KSI RECTANGULAR (RHS) AND COMPATIBILITY BE COORDI OF ANY MATERIALS NOT ONMAHEO BY STAR ARE THE UNLESS
SPECIFIC
DESIGN
CEILING 0.0 PSF
IS SUPPLIED WITH A MINIMUM SPECIFIED YIELD POINT OF 46 AVE. AND RI BE CONCERNING
AN BY THE BUILDERWCONTRACTOR OR FURNISHED
FIRM. UNLESS SPECIFIC (DESIGN LIGHTS 2.0 PSF
CRITERIA CONCERNING ANY INTERFACE BETWEEN MATERIALS IS FURNISHED IE PART OF THE OTHER ONE PSF
MATERIAL F AST( A5 OF GRADE 5, OR LIGHT GAGE STEEL MEMBERS CONFORM TO THE ORDER EVOCAMILAOS, STAR ASSUMPTIONS WILL GOVERN. WHERE DISCREPANCIES EXIST BETWEEN FIXED SERVICE EQUIPMENT NONE
GENERAL NOTES REQUIREMENTS OF ASTIR AS]0, GRAD: 55, OR ASTM A60Z GRADE 5$ WITH A MINIMUM SPECIFIED STAR DRAWINGS AND THE PLANS OTHER TRADES, STAR DRAWINGS SHALL GOVERN. THE
YIELD POINT OF 55 ABCBUILDERACONTRACTOR IS RESPONSIBLE FOR ENSURING ALL OTHER PROJECT PLANS AND MEZZANINE DEAL LOAD NONE
SPECIFICATIONS COMPLY WITH THE APPLICABLE REQUIREMENTS OF ANY GOVERNING BUILDING MEZZANINE COLLATERAL LOAD NONE
1) ROOF PANEL 24 GA. STARSHIELO -- ALUM -ZINC AUTHOR/TIES THE BUILDER/CONTRACTOR MUST SECURE ALL REQUIRED APPROVALS AND FIXED SERVICE EQUIPMENT NONE
PERMITS FROM THE APPROPRIATE AGENCY AS REQUIRED. MEZZANINE LIVE LOAD NONE
2) WALL PANEL 25 GA. STARMARK - STONE GRAY SPECIFICATIONS
THESE DRAWINGS, SUPPORTING STRUCTURAL CALCULATIONS AND DESIGN ESE DOCUMENTS
SNOW LOAD ZONE 0.0
3) EAUE FLASH 26 GA. -- CLASSIC GREEN ARE BASED ON ORDER DOCUMENTS AS OF THE GATE OF THESE DRAWINGS. THESE DOCUMCNTS SNOW LOAD 30.0 PSF
4) GABLE FLASH 26 GA. -- CLASSIC GREEN MATERIALS SUPPLIED BY STAR BULDING SYSTEMS FOR MIS BUILDING HAVE BEEN SHALL DESCRIBE THE MATERIAL SUPPLIED BY STAR BUILDING SYSTEMS AS OF THE DATE UP
DESIGNED IN ACCORDANCE WHO THE REQUIREMENTS OF THE ORDER DOCUMENTS ANY THESE DRAWINGS. ANY CHANGES TO ME ORDER DOCUMENTS AFTER MIS DATE WILL VOID THESE WIND LOAD ZONE 3.0
5) ALL OTHER FLASH 26 GA. -- STONE CRAY ALTERATIONS TO THE STRUCTURAL SYSTEM OR REMOVAL OF ANY COMPONENT PARTS, OR THE DRAWINGS, SUPPORTING STRUCTURAL CALCULATIONS AND DESIGN CERTIFICATION THE WIND LOAD 90.0 MPH p= pson
;':T•:L`-f
AUDIT/ON OF OTHER CONSTRUCTION MATERIAL OR LOADS MUST BY UNDER THE DIRECTION OF A BUILDER/CONTRACTOR /S RESPONSIBLE FOR NOTIFYING ME GOVERNING BUILDING AUTHORITY WENOREXPOSURED PRESSURE 2C PSF ' j� Uy,`b N
LICENSED ARCHITECT CIVIL OR STRUCTURAL ENGINEER STAR BUILDING SYSTEMS WILL ASSUME OF ALL CHANGES TO ME ORDER DOCUMENTS WHICH REBUT IN CHANGES TO ME DRAWINGS, HULLOING DESIGNED ENCLOSED
NO RESPONSIBILITY FOR LOADS OTHER THAN THOSE SPECIFIED IN THE ORDER DOCUMENTS SUPPORTING STRUCTURAL CALCULATIONS AND DESIGN CERTIFICATION.
MATERIALS HAVE BEEN DESIGNED WITH STAR BUILDING SYSTEMS' STANDARD DESIGN THE BUILDER/CONTRACTOR IS RESPONSIBLE FOR APPLYING AND OBSERVING ALL SEISMIC VALUES AV = 0. 12
PRACTICES MfICH ART BASED ON PERTINENT PROCEDURES AND RECOMMENDATIONS OF THE PERTNENT SAFETY RULES AND REGULATONS AND OSHA STANDARDS AS APPLICABLE
AA = 0.12
FOLLOWING ORGANIZATIONS AND CODES: SUPPLYING DESIGN DATA AND DRAWINGS SEALED BY A LICENSED ENGINEER, FOR SEISMIC HAZARD EXPOSURE GROUP I
MATERIALS SUPPLIED BY STAR, DOES NOT IMPLY OR CONSTIUTE AN AGREEMENT THAT SITAR SOIL SITE 54 2,00
AMERICA
N INSTITUTE OF STEEL CONSTRUCTION' "SPECIFICATION FOR THE AR OR
DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". ANY OF ITS AGENTS OR EMPLOYEES IS ACTING AS THE ENGINEER OF RECORD OR DESIGN
AMERICA IRON AND STEEL INSTITUTE "SPECIFICATION FOR ME DESIGN OF PROFESSIONAL FOR ME CONSTRUCTION PROJECT NEITHER STAR NOR ANY NA ITS AGENTS' OR
\, ME BU DING STEEL STRUCIDRAL MEMBERS"f EMPLOYEES IS ACTING AS THE ENGINEER OF RECORD OR DESIGN PROFESSIONAL FOR THE
\)\ ME BUNGING COOS AS SPECIFIED ON ME ENGINEERING DESIGN CRITERIA SHEET CONSTRUCTION MATERIALS
PROJECT THESE DRAWNGS
STAR AND DESIGN DATA ARE SEALED AS REQUIREMENTS
ENGINEERING NOTES
METAL BUILDING MANUFAC NRER'S ASSOCIATION "LOW RISE BUILDING SYSTEMS THAT ME MATERIALS FURNISHED O STAR ARE IN CONFORMANCE WITH ALL REQUIREMENT$ OF
MANUAL`, THE ORDER E OVERALL
RESIGN CONSIDERATIONS OF ANY MATERIALS NOT FURNISHED OR .STAR "BRACING SIZE" AS NOTED ON ENGINEERING DOCUMENTS AND ERECTION
AND FOR THE OVERALL PROJECT ARE ME RESPONSIBILITY OF THE BUCATED OTHERWISE.
AND DRAWINGS DENOTES THREAD DIAMETER FOR ROD BRACING AND WIRE STRAND
STAR BUILDING SYSTEMS E DEPORT CA PLANT HAS BEEN ISSUED A CEME CA IF OF DESIGN PROFESSIONALS OTHER THAN STAR UNLESS SPECIFICALLY INDICATED OTHERWISE CABLE DIAMETER FOR WIRE STRAND CABLE BRACING.
APPROVAL NUMBER Y;83 BY THE DEPARTMENT U BUILDING AND SAFETY OF ME CITY OF LOS
PLANT IS
AS AN APPNO UED FABRICATOR OF STRUCTURAL STEEL. THE EVALUATION
CA MANUFACTURING APPROVAL OF STAR DRAWINGS IRE DESIGN DATA AFFIRMS MAT STAR HAS CORRECTLY IN ACCORDANCE WITH THE "SPECIFICATION FOR STRUCTURAL JOINTS USING
PLANT ITI AN APPR04£D STEEL FABRICATOR AS STATED IN THE ICBO EVALUATION SERVICE, INC INTERPRETED AND APPLIED EP REQUIREMENTS I ME ORDER DOCUMENTS AND CDNSTITOMS ASTM A325 OR A490 BOLTS" THE TURN OF THE NUT METHOD of TIGHTENING
EVALUATION REPORT DREARR. STAR BUILDING ME SYSTEMS AN EVALUATION
S MANUFACTURING PLANT is AN BUILDER/CONTRACTORS ACCEPTANCE OF STAR"TI INTERPRETATION S ME ORDER DO FABRICATION,
A IS RECOMMENDED.
APPROVED STEEL FALRICATOR AS STATED IN ME /CBO EVALUATION SERVICE, INC. EVALUATION AND IT STAR'S STANDARD PRODUCT SPECIFICATIONS, INCLUDING ITS DESIGN, FABRICATION,. AND
REPORT FA-175. QUALITY CRITERIA STANDARDS AND TOLERANCES
STAR BUILDING SYSTEMS FACILITIES AT OKLAHOMA CITY OK, LOCKEFORD CA, MONTICELLO IA, MASONRY AND TILT -UP CONCRETE WALLS BY OTHERS ARE PRESUMED TRUE PLUMB AND
ELIZABETHTON TN, ADD HAMILTON ONT ARE AISC CERTFIED /N CATEGORY MR. LEVEL
CROSS SECTION MEMBER MARK NUMBER q"", agf
SECTION ALL WELDING IS PERFORMED IN ACCORDANCE WITH AWE DI.I. UNLESS OTHERWISE CALLED THE BUILDER/CONTRACTOR IS RESPONSIBLE FOR THE VERIFICATION OF ALL SHIPMENT$
DESC. ( d x b x I) L OJ (DOOR JAMB) FOR ON ME ORDER Oc CUMENT3 RECEIVED SHORTAGES MUST BE REPORTED TO STAR MMIN 15 DAYS OF DELIVERY A Copy Of 71 his Ef,L10!sOd
(IN) Plan Most PC Kept On Site
") DH (DOOR HEADER) UNLESS NOTED ON RE ERECTION DRAWINGS, NO FIELD WELDING IS REQUIRED. WHERE TORT' of DATTTHOVE ClRInp COnsiNCi1011
35CRe 85X325COR3 .]50 FIELD WELDING IS SPECIFIED ME BUILDER/CONTRACTOR SHALL BE RESPONSIBLE FOR aohhh oDfSARIArl Fate JUR-2-8-221-
p� �OC]52 E10X2]SC 0Q5 1.00 GC (SEE MEMBER) DETERMINING THE METHODS AND PROCEDURES TO FULFILL WELD REQUIREMENTS STAR The pill,n b m
�� BUILDING SYSTEMS IS NOT RESPONSBLE FOR WELDMENT SURFACE PREPARATION EXCEPT AS r a a a R Rog,
C f 10084 10N295C 084 1. 125 SPECIFIED IN ME ORDER DOCUMENTS a 2 n o"Itann B e glle,r eb cn¢ BTibti r 1 I x p05M J C�
n GONSTRUC u! .
I'll In e a a '^ar Per 78O CI
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12G80 12X325C.080 1,41 H 0 a ' BE ;a 4,
12C88 12X3DEC. 038 1,50 INSPECTION/JOBS(TE n °--
12C100 12XSECRON 0 1.52 SPECIAL SHOP qND ALL FIELD INSPECTIONS ANDOTE ASSOCIATED FEES ARE THE RESPONSIBILITY
Sx b X L OF THE BUILDER/CONTRACTOR'UNLESS SPECIFIED OTHERWISE IN THE ORDER LOCUMENIS. Town XKernel WhAl
DESC (d x b x f) Z (PURLIN) ,
o") ") FIELD INSPECTION MAY BE SPECIFIED BY THE APPLICABLE BUILDING CODE AND OR THE Epp D P tN 1
Z (GIRT) / Fore Thehi a ar 85Z5] 85X25Z 05] J6g STATE OR LOCAL JURISDICTION, NOT H✓STAR d<cyi F a vt bj b or
8.5Z64 BSX25Z064 .781 &8cyiln° APCMR&>ry OCel'a as10 h O afreQ rol �� � I
IT
K STAR BUILDING SYSTEMS IS NOT RESPONSIBLE FOR GENERAL SITE SUITABILITY, JOB SITE mur [non f Y LI Y r p \�
85Z]2 85X25Z 0]2 .9Si INSPECTION, OR ERECTION MONITORING. SITE SPECIFIC CONDITIONS ARE THE RESPONSIBILITY OF conk ,L p , CI'ePj p,. 1 To „ of Fire
re nra e
8.SZ80 85X25Z O80 .965 ME BUILDER/CONTRACTOR Cb'e[�YMSN .W `-
8.5Z88 8.SX25Z088 .978 District-
10276 )OX2 ]5Z.0]5 1.0 fluxupsair LIT FL
/J
70Z84 10X2 ]5Z 084 7.0
10Z100 10X275Z 100 7.0625 ( "r l'S
12Z80 12X3.25Z 080 1.28 r4-.M< A/
12288 121S257.038 1.J5 {/lL'J DANNY! HE KALE, P.E.
12ZI00 12X325Z. 100 1.37 8600 S 1-35 SERVICE ROAD
D£BC (eSECSON L E (EAUE sTRur) FOR PERMIT PURPOSE' °qs q°IIuS`ETTS AE. 44301350
b (IN) (I") JOB N0.
&DEAD 8.5X325C 0]5 .750 i. THIS DRAWING, INCLUDING THE INFORMATION HERE, REMAINS THE PROPERTY OF STAR po. Box saslo BUILDING SYSTEMS, A ROBERTSON CECO COMPANY AND IS PROVIDED SOLELY FOR THE STAR BUILDING SYSTEMS 99 B 89443
85E92 BTAUREA 092 1.00 PURPOSE OF ERECTING THE MATERIAL DESCRIBED IN THE APPLICABLE ORDER OOCUMENTS axuHow,n CITY, ox 73143
A Robot...Caa company AND SHALL NOT BE MODIFIED, REPRODUCED, OR USED FOR ANY OMER PURPOSE WITHOUT a (405) 636-2010 MEMBER
IOE84 70X3. 25C 084 I.19 BUILDER: CUSTOMER
e� f PRIOR WRITTEN APPROVAL OF STAR BUILDING SYSTEMS.
10E84 10ST B25C. 084 1.25 M BMA
2, THE GENERAL CONTRACTOR AND/OR ERECTOR /S SOLELY RESPONSIBLE FOR ACCURATE, W W ARMBURG INC PETER HAWES & JANICf MCOONOUGH
12EB0 12X325C 080 1.41 CHECKED IT G000 QUALITY WORKMANSHIP IN ERECTING N THIS R FOR THIS BUILDING IN CONFORMANCE
12E88 I X325C088 1.50 WITH THIS DUTIES,
WING DETAILS TRY STANDARDS
/N THIS DRAWING, ALL APPLICABLE STAR ARD 6/14/01 SOMERSET, MA SOMERSEb MA ORA N1NG NO
12FI00 i2X325C 100 1.52 ERECTON GUIDES, AND INDUSTRY STANDARDS Emc REVEW OLD E7
♦ _ DENOTES: CLIP CL203 LOCA PON
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NL2V
NL14✓6
(12 1/;NQ10G6 (12 12) NQ26G4 SOONG /2) NQ25G4
NL23VL
NG8V6
NL25V6
M
N
NNNn
NNNr
ELEVATON "D"
NL23VR
LAP SCREWS
NGBV6
AT 2'-6 0/C
NL25V6
1"-0 ROOF PANEL CLIP NQ67
LAP SCREW AT
W/CLIP SCREW AT EACH CLIP
EACH CLIP
i
STARSHIELD PANEL
GABLE CLIP N056
ZAT
2"-0 O/C
CABLE FLASH
WALL SCREWS
AT 6" 0/C
SHEETING ANGLE V21
W/(2) STRUCTURAL
----- a^-sb--
SCREWS AT EACH PURLIN
PURLIN
TRIM FASTENERS
AT C-0 O/C
METAL RIB FILLER
i
NG80
STARMARK PANEL
ENDRAFTER
NL231R
NG8V6
NL25V6
M
U
2
SECTION 'A4/E4"
u . ch P iMYM19. V7,
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Plan IAist Ce Kept On 51?a
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C:OPJ57RUCi'I dVCo NrIBOL
per 780 C!'..;.R Sac. 15E.0
I 11
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CM1aL � 1
LNG DE KALE, P.E.149
1-35 SERVICE ROADFOR PERM/T PURPOSES 14
SEAS PE.'40350
o
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FB101 N.S/FS
FB101
.S./FS
F3102 N.S/FS
FB102 SS/FS R1AB (`
F81N 1 F6106 N.S./FS C
FBF123 N.s/FS N.S./FS f f
N.S .5
ftiAA r f
FBH114 FBH122 1FBSH 1/32 F8E141
N.S/F.A
N.S/FS N.S./FS
FB99
FB98 N.S./FS
F6122 FB111 N. 5./F.S
N.5/FS N9./Fs r C
1�RIOGE
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CONSTRR.,",S•J
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CROSS SECTION AT FRAME LINES 7E THRU 14"
�K8'G'�!.i� 9ANN%L ASKAIB, PE
FOR PEOAD
RM/T PURPOSES 8600 1-35 S£R9IC£ 149
OKLANPMA CITY, OK J3149
MASSACHUS£TTS P.E. 40350
01B
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F899 N.S./Fs
F899 N.S./fi5
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MSIFS R18A I F I y�
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FBi18 FB109 N.S./Fs
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Sac.17E0
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CROSS SECTION AT FRAME LINE ""15"
;y4s
i
��LF/JGY�J FDA NNY L, PE KALB, P.E.
OA
FOR PERMIT PURPOSES OKLA 5 A CI Y' 0 j E 149
OA"Al A LYTY, OK 4035
MASSACHU�ETis PE 40350
-1121 2'-p 1'-5 I'-4 0 -10I 0"-10i1 1._AI
2°
3 2' 3 23 7 ] 6 6 3 3 2° 3 2a
A IN
I N N IN OF
m NEE mE 0�
N N
BASE DETAIL BASE DETAIL BASE DETAIL �- BASE DETAIL BASE DETAIL BASE DETAIL BASE DETAIL
O"-11LI 0'-111 ] ] 6 6 G-112I 4 4
SECTION "A" SECTION "B" SECTION "C" SECTION "D" SECTION ""E" SECTION "F3' SECTION "A"
1"0 ANCHOR BOLTS i"'O ANCHOR BOLTS 3"0 ANCHOR BOLTS J"0 ANCHOR BOLTS a""0 ANCHOR BOLTS a"0 ANCHOR BOLTS a"0 ANCHOR BOLTS
BASE OF STEEL AT ELEV. 100'-0 BASE GTE STEEL AT ELEV. 100'-0 BASE OF STEEL AT ELEV 99'-7 BASE OF STEEL AT ELEIA 99"-7 BASE OF STEEL AT ELEV. 100=0 BASE OF STEEL AT ELEV 100-0 BASE OF STEEL AT ELEV. I00'-0
C MIS DRAIMNG &SUNTAN THE AUSTRATCN HERE. REMAINS ME PROPERTY OF STAR 4 ANdOR BOLT SZE DETERMINED BY SHEAR AND TENSING AT STEEL LINE (BOTTOM OF THE BASE
BUILDING SYSTEMS, A ROBERTSON CECO COMPANY AND IS PRONGED DAIRY SORT PLATO BNi SPACING MIT GENERALLY REQUIRE THE USE OF A BEARING ANGI£, OR OTHER MEANS
THE PURPOSE OF ERECTING ME MATERIAL DESCRIBED IN THE APPLICABLE ORDER OF SHEAR TRANSFER TO M£ CONCRETE LENGTH OF BOLT AND METHOD OF LOAD TRANSFER TO
DOCUMENTS AND SHALL NOT BE NOTIFIED, REPRODUCED. OR USED FOR ANY OTHER FATIMA ITON DETERMINED BY FWNDA RON ENGINEER (NOT 9Y STAR)
PURPOSE NMMWi PRIDE µKITTEN APPROVAL W STAR BUILDING SYSTEMS
5 FOUNOA RON MUST BE SQUARE AND LEAD.
2 ME GENERAL (SEAWARDS ANO/ER ERECTING
AIS IALSSOLELYF RESPONSIBLE FOR ACCURATE
GOOD DUALITY WDRKDETAILS M EREADED MATERIALS DR FOR RAL BUILDING K STAR CONFORMANCE 6 qLL ANLyiOR BASIS MUST DE TRUf IN SIZE LOCARCN AND PROJ£CRCN
MIS ORAWNG D DETAILS REFERENCED IN THIS ORAWNG. ALL APPL/CABLE STAR
ENACTING CVIOES AND INDUSTRY STANDARDS ]. pROJEC RON SHO4NV MUST DE HEIR ID KEEP THREADS CLEAR OF FlNISHEO LPVLRETE
3. MAXIMUM COLUMN REACRCNS PRONGED MAY NOT BE ME LOAD COMBINATIONS CONTROLLING E THIS DRAMAS IS NR ANCHOR BOLT PLACEMENT ONLY AND IS NOT FWNDA IION DESIGN.
THE FOUNDRY➢ON RESIGN FOUNDATION MARKETS SHOULD DETERMINE THE COMBINARUNS
CONROLLING THE FOUNDATION 0£SIGN. (NOT BY TAR)
FINISH FLOOR AT ELEVATION 100'-0 ANY LATER MAILING VOIDS SHIN DRAWIN,IG'
ARD 6/14
NOT TO SCALE
TI,I
\;IrinLrl��
26d1
Date _—
CONSTF!CTI" ='100FPT3C..
p2P78'i LNI(I
STSC41610
a
1f ,`i' F„LE
�I I
OANI\!Y L OE HALB. P E
8600 S I-35 SET NCE ROAD
OKLAHOMA CITY" OK 73149
MASEACHUSETSS RE 4X50
SIB N STAR BUILDING SYSTEMS 99
PO. BO% 94910 B H9443
.
aanCam Gem OKLAHOMA CITY, OK 7311%
n aeeen Peny SALO 636-2010 MEMBER
GUILDER CUSTOMER:
W W ARMBURG INC S& JANICE MCDONOLGHM BMA
SOMERSET, MA SOAERSET" MA 9RAWISH No
F2/L
T ? 0
S-7
EXISTING FOUNDATION 3'-0' x T'-0'J
O (TYP.) EGRESS DOOR
FEED LOCATE
xTA
o-
lE3�
m
8
L--L
L•J
0 Q
II I•, I
B 0 F' C x 3'
FTC. -e
(S ro-e below)
3,-0' x 7,-0'�
EGRESS DOOR
F_- ED LOCATE
�B' �B,�T
3 J' x 7'-0'�
EGRESS BOOR
TEED LOCATE
EXISuyrG
(IYP.)
-
IE
=ASSAGE WAY
3'-0' Y t✓
TO BEST ROOMS
x
EGRESS DOOR
3 E ECIRLC ROOMS
-0' x T'-0'-
EXISTING FOUNOA'f[ON
FIELD EOCAT
CGRFss DooR
(TYPE
RESS
FIELD LOCALE
E DOOR
FIELD LO_ATE /
T
24 0'
:x 1]
0'
FIRE
'IJM.
ROOM
WC "HR
(See
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.,-
REHM
Hc_AT
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PAIUEL
200
4MryE 3
PE
FOR
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0
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9 _0' x 7,_0.
ACCESS DOOR
BLE
d
Plzn ust Isle
} S ,
Data Dc ng Cansl;,;,;,.,,T;,'�;
'tUN2B S007 _.
CONSTR, rc"JCONTRti_
oer78Ot 8ec.116.0
wJ, ARMBURG, INC,
Construction Co.
1618 G.A.R. Highway
Soiuerset, Musachusetls
A
STAR BUILDiNNGG- SYSTEMS
LP1 E �. R'=ViS If_1NS.,_
JGB DT
CALE
�RAWN
3 IW.N'A
DATE . 06/22L01
zs sue_.. _..ems, G' 5 �5..._ s s. S, _ .s,—._ X Lc AD DRAWING NO _
370
L'J lJ O O lJ lJ IB II Ike I3 I4 16 [BUILIING SHELL
8�REEJiES
EXISTING EouNDATION RD.
f
NOTES RT DA TI0U H MA.,.,sM
— I BII:EUING INSLEATIEN TO BE Y' (R-13) IN WALES ANT 6 OR 19' IN FOOL.. E E E O E. PLAN
BOTH WALLS AGE ROOF TO FAV' A RFIVFOPC�➢ VINYL VAPER CARRIER OVER INSJLATION.. _ w--
44 ST_RATES W/ 6' CMDE➢MENT 2 INTERIOR PI-R FDO- YES TO BE e'-0' x 8 B' x 3'-9• W/ k6 BAR e 1'-6' O,A.EW.
3. ANCHOR BOLTS TO BE INSTAL ,L WITH CEBAMIC X EPDXY - MINIMON EMBEDMENT = 6 3/4'
TYPICAL SDFWALL CO-EMN
(MOEIFICAL N)
1
T�� FOR PERMIT EERPOSES
INSPECTOR'S TEST CONNE
DETAIL - DRY SYSTE
Ile 6t
IsTAMRG
STRAP
O
TOP BEAM CLAMP, ROD, AND RING
Rim
FIG"
RRETANNG
Mr,
O
'1 O
BOTTOM BEAM CLAMP, ROD, AND RING
'A T
PARTIAL SITE PLAN
NGT TG vdLE J
�Faft
TIIREppEo all 6EM BRACKET
THREADED SIDE BEAM BRACKET, ROD 4 RING
WIN "4 PURLIN CONSTRUCTION
/—FROM smmr
t�rezeavx
_`I°NIF+LE
]"XR'NIPPLE
I" NIFRE
l I° GLOa£ VALVE
F 111 NIPPLE ( GAP
AUXILIARY DRAIN DETAIL
dS@
FIRE PROTECTION PLAN - WEST SECTION
GENE oL S CIFI ATIONS
(U The Sprirkler Contractor shall provide all materials, equipment, labor and specialized Installation
equipment to Install a code compliant dry pipe sprinkler system Including the fire pump and all related
equipment. The sprinkler system contract shall begin at an all floor flange in the III Is 15iUMp,CopN.
(2)'hl IWnUd�' Ik tiLespirmikerr contract Is the f'ollbwing work: all electrical, all painting, ell undergroud
main Installation, and construction of the fire pump room.
(3) All equipment shall be UL Listed and Factory Mutual Approved for Flre protection service,
(4) The Installation shall meet all requirements of the Il edition of tha,1r,6, Fusette Building Code,
NFPA-13, NFPA-20 WPA-24 and all other requirements of the Town of. Dartmouth Building and Fire
Departments.
(5) Pump room heating equipment to be provided by others.
(6) Pipe- All pipe I" to P' Inclusive to be black steel schedule 40 standard wall with cast threaded fittings.
Pipe 2V1" and larger to be black steel schedule 10 using rolled.eroova style couplings, drill In mechanical
outlets and/or welded style outlets.
(U Hangers: Shall be cadmium plated adJustlble sprinkler bond style spaced at 12'-0" on canto for I" and Ilk"
Pipe, 15 -0" maximum on center for all larger pipe, This sprinkler contractor Is responsible for all auxiliary
steel required for proper support of the systems.
(6) 68ismic bracing shall be provided throughout per the: rep
Building code. uirements of *PA-13 and the Massachusetts
(e) All pipe shall pitch to drain as required for a dry pipe style system In NFPA-13, 1ee6 edition, Remote low
point drum drip drains shall be provided as required,
(10) The sprinkler contractor Is responsible for flul the 8" underground main at a flow rate of 16M gpm
before connection of any Interior piping, This will normally require the use of 2-2V¢" hoses wide open.
(11) Design shall be based on expected light Industrial occupancy equal to ordinary hazard group 2. The
sprinkler contractor shall design the system as follows: Density - 020 gpm/sgft, Area - le50 sgft minimum,
outside hose flow - 250 gpm at closest hydrant. A minimum 10 psi buffershall be used.
(12) Sprinklers shall be standard response brass uprights, �z" or I7/32" oNffos as required for the design.
They shall be rated at 1650F.
(13) All piping shall be hydrostatically tested to 200 pal for a minimum time of 2 hours. This test shall be
witnessed by the General Contractor or approved party. A standard contractor's material and test
certificate shall be completed for each system.
(14) The sprIl system design of this building does hot contemplate high plied storage in excess of 12,
for class I thru 3 commodities and 10' for class 4 commodities,
4x7N xly Plrav '�
- call
�PAR1MII1r%raacrim s 6AI OR OENCE
8.OI0. RRE ael
T1TIr4 owr Rl TO INGYpE: Cpn a IV
i IVFall %egnolL
F�pyp
6• PRY PIPE VALVE A mum (ACCEIPpAT(R ilrlEp u%H 30 Np ELECTRIC
6• U6ry WM vKIe MmW
nx AL0.61 PiwasJr+E sINTG! 6" PWiP 51CnoN VKVE
LM AIR FReouss surlo{
ALL sTBTEM PLAFMB sHN1 BE MONTORID By na
wARR MOTW AL PARIMOJiH FIRE pEPARR@(r OR AV A%RT¢p FIRE FWIP frAT I£ApER
LEYIWI 6TATIg1 MMIMFI ALARR %IµL IIYALpE:
Mill EACN SAff(a)
(3)1 pRf rompAI,¢nue! ff(31
(9) FPiP RGg11IImERATJ,�
(A) FUP M Qi P'.SITIQI Lr9 LGBS W FgIER
(61FU LOMCF P.IME ANp PHASE REYE,BIAL
(u Rrn rasaaNs
FIRE PUMP ROOM PLAN
A-.ALVd•. '.9
Fire Protection
Services
FRTEMIRUL RM PFOIEGIKN flGR$I@
. FIRE FIXAMETI -14�obflBAEFRIm.
•rll
cws A,
ewIss
FdIRM PApm'RR
vENMdYKNCEirO Ptlli6bW
ifl.:lXB) 931-r460 Pd%f MB) YA.b9]
I
Ilan Must 8, t(ep l)n
During Censtruntion
17ate J N P 8 X,1
CONS RUC?lr NC.O.TTIOL
mer7800ULF1 80C 1460
RCY181gV5:.
NO.
DATE:
DESCRIPTION:
LEGEND
—I Pendant Sprinkler
--*-- Pendent Sprir:kler-I" Drop
'0" Upright Sprinkler
Upright SpriMdel Sprig
Sidewall Sprinkler
_a Pipe Rise
Pipe Drop
+ Pipe Centerline Abv. FF.
Pipe Centerline Below T.OS.
Proposed Pipe
---- Existing Pipe
m�
wamw �
r
FLOIU TEST DATA:
STATIC: 12 PSI
RESIDUAL: 22 PSI
FLOUT: 154 GPM
DATE OF TEST: JUNE 12, 2001
GAUGE ELEVATION: 801MSL
LOCATION: OLD REED ROAD
FLOW HYDRANT SOUTH OF DRIVE,
PRESSURE HYDT NORTH OF DRIVE
SCALE: AS NOTED
DATE: JUNE 21, 2001
CAD JOB NO.: 1412PH-2DUlG
DRAWN BY: DF. WOOD, P,E,
EI-8DILG TEMPLATE
LOCATION:
PROPERTY OF:
PETER HAWES 8
JANICE MCDONOUGH
OLD REED ROAD
DARTMOUTH, MA
DRAWING TITLE:
FIRE PROTECTION
PLAN d DETAILS
DRAWING NO:
FP-2
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