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Home My WebLink AboutIndian River Villas 35820y fle 4 f f t c i i BUILDING PLAN CHECK ST. LUCIE COUNTY -FORT PIERCE FIRE PREVENTION BUREAU iFORT PIERCE, FLORIDA 33450 TELEPHONE 465-6655 DATE RECEIVED: 6I19/84 CONTRACTOR. Erskine -pro erties� E NUMBER ) PHONE :ARCHITECT: John Fos er PHONE NUMBER: OWNER: Erskine Iroperties ( Indian River Villas) LOCATION: South In Sian River Dr, Protected TYPE OF OCCUPANCY: esidential TYPE OF CONSTRUCTION: IV - Sprinkled SIZE OF BUILDING: 43, 'i40 sq. ft. NUMBER OF FLOORS: 5 RECOMMENDATIONS: TO COUNTY BUILDING OFFICIAL 1. NFPA'14 - Chapter , 7-2.2 Valves shall be ,provided to permit isolating a standpipe I riser without inte 1 rupting the supply to other risers from the same source of supply: 2. NFPA 7-2.3 Connec ion to public water system shall be controlled by indicator post "valves of an approved type located at least 40 ft. from the building protected. All valves shall be p 'inly marked to indicate the service which they control. 4 3. A complete set of ppproved sprinkler plans and calculations shall be in this office before any work is begun. 4. If sprinkler systell is not hydrolic-calculated, standpipe for combine system shall be 6 inches. 5. NFPA 20 - 2-7.3 A `ificial light shall_ be provided in pump room or pump ho+use sE o. NFPA #20. 2-7.4 Emergency lighting 'shall be provided by fixed or portable haa;—ryr j operated lights, including iected flashlights. Emergency lights shall not be cgnnec i to an engine start, ng battery. CONTRACT ,I S RESPONSIBILITY TO NOTIFY BUREAU ON ALL INSPECTIONS' A BUILDING PLAN CHECK ST. LUCI COUNTY -FORT PIERCE FIRE PREVENTION BUREAU v _ FORT PIERCE, .FLORIDA 33450. - TELEPHONE 465 6655 + DATE RECEIVED: /121$4� t CONTRACTOR: Erskine Pro erties PHONE NUMBER: ` ARCHLTECT: John Foster PHONE NUMBER: Erskine Pro erties ( Indian River Villas) OWNER: South Indian River Drive - LOCATION: Protected TYPE OF OCCUPANCY: Reside tial TYPE OF CONSTRUCTION: IV Sprinkled i. SIZE OF BUILDING: 43,740 sq.'ft. NUMBER OF FLOORS: 5 RECOMMENDATIONS: TO COUN Y BUILDING OFFICIAL 7. NFPA #20. 2-7.5 Provi ions -shall .be made for ventilation of -pump room or pump house.' 8. Pump installation shall comply with all NFPA'#20 requirements.. 4. Sprinklers required below as well as above stairs. + 10. Smoke detector shall c h N F mply with PA A-18-3.4.1.1.' Relocate SD at kitchen to _Middle Bedroom area and add additional S.D. to each apartment at second bedroom. d P' t CONTRACTOR S R�,SPONSIBILITY TO NOTIFY BUREAU ON ALL INSPECTIONS ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE DATE STRUCTURAL PLUMBING ELECTRICAL. SUBJECT TO: T. SOUTHERN STANDARD BLDG. CODE 2. NATIONAL sLECTRIC CODE 3. ALL LOCAL AMENDMENTS LOCATI( 660 Pen la kmohl I vallahassee IVY OV ice/ V 7 LRII 1 A �v -n r INDIAN RIVER Fix M Yf ) VILLAS r, ! '' t 9 ��rsK{ t .4s .'e3"a ST. L . 5 , , L COUNTY, FLORID (, /1xAll _ c` r +-- +�+-��P-�- LUCIE C kAVRU IN C / Ix'e " 18: 1 17 - 160 `ram ll � 3 /7 O pampa O Welbi(D SV t. (V egers ter-Uequesta est Palm Beach t. Lauderdale Miami Keg West VICINITY MAP SCAL Et/ "> i 36,E g A \�J Nettles 2 Island �N a. A o �It, � n, rL bill f f s.Pd.s — SAINT LUCIE CO —MARTIN - CO-----i-� f / on JOHN M. FOSTER BETHAM ASSOC. HORST J. STAUBER RAUL WELCH INC. Jensen ARCHITECT CIVIL ENGINEERS STRUCTURAL ENG. MECH. / ELEC. ENG ST LUCIE COUNTY ENGINEERING D'EPARTNIENT P-;'S DOCUMENT HAS PEEN RLVI'VIILD WITH RESPECT TO CC' JTY E IGINEERING PEQUIR MEN S AND: 0 IS APPROVED TS APPROVED AS NOTED ❑ IS NOT APPROVED ❑ SHALL DE REVISED S RE- S, C'mITTED SHOULD ACTUAL SITE CONDITIONS DIFFER FROM THOSE RE- PRESENTEO HEREIN, ANY APPROVALS HEREON ARE NULL AND VOID AND CONSTRUCTION OF IMPROVEMENTS COVERED BY SBCH APPROVAL SHALL CEASE UNTIL PLANS HAVE BEEN RE- APPROVED OY THE COUNTY ENGINEER. APPROVAL DOES NOT RELIEVE THE DESIGNING ENGINEER OF RESPONSIBILITY FOR CORRELATION OF ALL DETAILS, DIMEN- SLGNS, ACO CONDITIONS: NOR DOES R RELIEVE THE CON. STRJCTOR FROM CONFORMING TO APPLICABLE COUNTY RE-- QUIREMENTS UNLESS SO NOTED HEREON BY COUNTY ENGINEER COUNTY ENGINEER BY DATE INDEX OF DRAWINGS SHEET DESCRIPTION 1 TITLE - & INDEX OF OWLS. e2 SITE PLAN T� :3 PAVING GRADING & DRAINAGE [--I u�/9 4 WATER PLAN 5 SEWER PLAN M..� 6 ELECTRIC, TELEPHONE & CABLE T.V. PLAN 7 DETAILS o O a SEWAGE TREATMENT PLANT �+ 9 SEWAGE TREATMENT PLANT �•i 10 LIFT STATION DETAILS W E* & SPECIFICATION Z Z+ 11 WATER TREATMENT PLANT ~ 0113 H E-4 W LS-1 LANDSCAPE PLAN W � � BUILDING ONE �I A- 1 FIRST FLOOR PLANH . A- 2 TYPICAL FLOOR PLAN a •^� A- 3 FIFTH FLOOR PLAN E-4 A - 4 MEZZANINE FLOOR PLAN 0.0 A- 5 UNITS 'A','C","D", & 'F" E- H A- 6 UNITS 'B' "E' & "Go A- 7 ELEVATIONS A- B ELEVATIONS A- 9 SECTION & DETAILS a A-10 SECTION & DETAILS A- 11 SECTION & DETAILS of A-12 STAIR 1 & 2 V A-13 DOOR / WINDOW SCHEDULE , & DETAILS q s — m RECREATION / MECHANICAL BLDG. Q AR-1 SITE PLAN Z'I AR-2 FLOOR PLAN AR-3 FOUNDATION & SECTIONS AR-4 ELEVATION W F- S - 1 FOUNDATION PLAN Q Q S- 2 TYPICAL FLOOR FRAMING PL. Q 0 H S - 3 FIFTH & MEZZANINE FLOOR P m r S-4 ROOF FRAMING PLAN > Q0 a ME- 1 ELECTRICAL SITE PLAN oil ME-2 FIRST FLOOR MECHANICAL PL. m EEO ME-3 FIRST FLOOR ELECTRICAL PL. Q EQ0 ME-4 SECOND -FIFTH FL. MECH./ELEC. PL. m 00 0 M E- 5 EMERGENCY GENERATOR Z 0 LL a 3ED M - 1 TYPICAL UNIT PLUMBING 2 a J mQv0 m M- 2 TYPICAL UNIT H VAC ■ W a r M - 3 RECR./ MECH. BLDG. PLUMBING R Fina M - 4 RECR./ MECH. BLDG. MECHANICAL vi Z [I m E -1 TYPICAL UNIT ELECTRICAL -` Zm0 W o rZO E - 2 TYPICAL END UNIT ELEC. m Z DIM0 E - 3 RECR./ MECH. BLDG. ELEC. W 07r E -4 ELEC. DISTRIBUTION SHEET F S - 1 FIRST FL. FIRE SPRINKLER f F S - 2 SECOND -FOURTH FL. FIRE SPR. OF F S - 3 FIFTI-I FL. FIRE SPRINKLER F S - 4 RECR./ MECH. BLDG. FIRE SPR. A T E a ORDER NUMBER SPECIFICATIONS " .-a � $3 - 162 rt. r OF �>J J 09 Q ORS � mma� ®foe Q OON Z ULL Z Qua aMTN • YIa� _ a amp w C) ■ z z W Z am° ZM s-,- WELL No.E V EXISTING WATER F 0 10' E A S EM EN T(F. P. EA \ WATER \ TREATMENT \ PLANT N88046'48"W- 1042.84' FT-1 �I7-T I I I I I I I I I IIIIIIiIII IIIIIIIIIIIII IIIIIIIIIiII IIIIIIIIIIIII L1 L LJ " I L L 7IT17-1 T ITT I I I I I I I I � 50 40 30 20 10 0 50 100 SCALE/°=50.0'C��N IM C •\\- 1\ \ 0 J, .0 m, <Voo00, BUILD/NG NUMBER- L L L_ I I i t E- I -II TC CC TT T T_ T RECREATION C BUILROOM ?/ C- O\T v \ \\Z\ Z ---- - -- 10' EASEMENT EXCEPT AS NOTED -C—C - - - PERRY CABLE EASEMENT -T—T— SOUTHERN BELL TELEPHONE EASEMENT -E—E- FLORIDA POWER 8 LIGHT EASEMENT ll�oI r- 'Q \ \\ EXlS7/NG \\ I I I Ii E- --- E �- - - -E- - -C- -E- --/ / \ A -- \ \ \ POOL C T I / / V4 —P 0 N D , BUILDING IIE - --- - - - - NUMBER-2 7 I I C I 1 �' \\``ws p 09 \ \ CONTROL ELEVATION =4.0' I T \ I I c I / No / , \ I cl \\ T - - - - - - - - - - - - - - - - - - - - I ICI____ E E E - E E E EE - T 1 \ cry J -T T I A I I -r BUILDING NUMBER-4 / ---- / e4111, , I I T C C— C 1 \ C I -- T \ T \ \ \ yG�� 3 I T _ T I T - -T --- - -T-- 232.17—T T— \\ N88°46'/2"W - 250.00' T -- I L T--__T 1 1 II IIIIII I I I I I I IIII I I I �— Tom— \�� `3� III I I I I I II L-L I II �F --- - ----- ---- -------------------- -- --- I \� \ -- - T T -- T T \ .5.08' N88046'12"W-540.63' /> Q I I.p I Ui I M A R Tl N --C-o UN-T-Y---L-INE R-oil -D COUNT Y tj g RRn �'E4q F dam^ z 494 a cn H w a � z � W z � x a � a H U ~ 00404 F W ~ w SHEET 6 OF 71 ORDER NUMBER 83 - 1 6 2 Typical Detail Typical Detail Standard Parking Handicapped Parking CONDUIT GROUP PROFILE - j 36 T,V.-400.TPHONE ELECTRIC IRR.-+. 0.,`SPARE CONDUIT �— �-51 MIN. --A DEPTH 3611 -n I RIVER--+. IL l; 6(MAX.) "ATION ES FIRE PROTECTION SYSTEM WATER INTAKE DETAIL SECTION A -A -- ----------5.5CONTROL ELEVATION ROCK COVER UNIFORM SIZE( ice! 1/4") ��,;.••. OVERLAP 3'MINIMUM / �4; •: -`.• -e' _e�- - __--3.0 12"DIAMETER PERFORATED P. V. C. ' .-=,:, o.._;,�� ti 0.0' AVERAGE BOTTOM ELEVATION \� \� ROCK- UNIFORM SIZE ( IL 1/4") FILTER CLOTH NOTE: PERFORATED PIPE TO HAVE MINIMUM 25% OPEN AREA WITH MAXIMUM OPENING SIZE 1/211, MINIMUM OPENING SIZE 3/811, LENGTH 20: LENGTH OF ROCK BED MINIMUM 25'. DRY HYDRANT DETAIL 41/P 11RONE CAP -STEAMER NOSE CONNECTION Z_ RONZE NIPPLE 41/"STREANIER TO 6 PIPE THREAD r�6"IRON PIPE ELBOW . n --..:. .- ..-: a... w.,..•,.... . r,,,. 24" l•S 6"IRON PIPE RISER .- ROUND LINE Y FYPE Ir 'PHALTIC CONCRETE 12001D. HFS LIMEROCK 1% DENSITY STABILIZED IBGRADE 18T�D 75 PSI TYPICAL HEADER CURB DETAIL TYPICAL MEDIAN CURB bETAIL TYPICAL PAVEMENT SECTION ..__._...� N.T.S. SLOPE TO }--201 FINISHED GRADE STOP D 1 _ _ I STOP SLOPE TO 5 SWAL� fy - SLOPE SLOPE 1 70 /4°/FT. OR nc cun..,.. .�......,..._� cluleNfrn w •N 1 % � c.r..w uw, Y nil, I�brtw w•n 4".4' 7. w° w.w w�. F.s,t, t•, 1 TOP VIEW - SINGLE PIPE —10'101 51 SLOPE SLOPE 1/ /FT 1/4 /FT. SLOPE TO SWAL� CAST IRO ELBO SLOPE TO FINISHED I I I I SLOPE TO GRADE SWALE i"TYPE Z 6"LIMEROCK 8"SUBGRADE TYPICAL ROAD SECTION C - C N. T S. w. y I-1 SECTION -1-. -- w I _ a_e. bew.n "w.w n un.p c"e s« 4"CAST I WATER L 6" CAST IRON PIPE WATER LINE 7� .... - TO FIRE_ 411 18" BCCMP I i 7.1 WEIRI o, PLAN VIEW.ia LAKE DETAIL SECTION D-D a 11 D D n RT 41,DIAMETER CAST IRON -WATER LINE C.M.U. OR CONCRETE PROPERTY L/NE\% SUPPORT STRUCTURE FOR CAST IRON WATER LINES. 9_6 -7> 31 Cross -Sections Of Drainfields Section A -A CONTAINS SIX(6) DRAINFIELDS — EACH FIELD Z3.00IX 80.00' 15.01 14.0' 13.0' 12.0, I I.OI 10.5' FINISHEO GRADE 10.01 9.01 SATV/CE ROAD 00001 10000 m B.DI 7.0 O'__... _--23'-_. _.... g•__._ _-___23'_.. _____._-5'- —23• XIBTIN• GRADE B.DI 5, APPROXIMATE WET SEASON WATER TABLE- IX2, FILTER CLOTH' 9.5 R ''C 26.5-,—y-1� �(`� ,r"So� ao PERFORATED lJ�{Jo .I A" 000l: a DRAINFIELD PI �c c�•ao- .�oa 0 0" - c�ac. o%• o o po a '� �� a�" e a c .�• o" opa Q . 7.5' II II f II 4�•-5� 23 I II I NOTES I. DRAINFIELD ISOLATION VALVES TOBE INSTALLED IN VALVE BOXES. 2. PERFORATED DRAINFIELD PIPES TO SLOPE NORTHERLY AT 0.1 %. LAKE CONTROL EL EVAT/OM- SJO' CA � A E W NE-0 1 r011 E 1•rl W � � A � p u� m. O a C%I > o W W O yl - r n Y a H Z aJ 0 0 m LL W r e LW >'A Q_ ® 3 0 W10 Q� m won Q za 0 0 (J IC Z LL - SS Q E-=o `aQ�°m a1. i" zoz�"' Zgc^ Ww- 1 dm ZO W O 8 HEET 7 OF 1> xe� ".. N N e [ [ F i '}�' is eF Fi w'- I Sw M— -Fd-.2LL_ Iy. 1' F ww s.ryb t 1 04DEF 'JUMBEP 83 - 1 6 2 E t a E • — __ _ _ _ LT--R G2LL WWF 12 „ TANK r 2/z" can 1_LQ D _ 4' o"aia. — f4 RAIINFIELDI FILTER j � n WELD 1 SIDE I I-- 1 4 OSINGsSocaL tab caL �osl c 9-6 LIQUID LEVEL _��- � � 1S3"" - i>.,_,.,; I _J,-(�i I BACKVYiA-�H � B i RE BAR 1 Re ura ►_ q105 �� —� I 0 GAL. WELD TYP �. ' 1 j Jws ... .�. , �� rl� 1��+ �� ■ �� nZ ilru V Ll ti tl a. t i•RL`tus i Yk� r"'P�� W w3 ID'Y' ✓'�i ;« 1y{ 'F ��ITi f" `,� �� }i!�A..-'*A+ Ep��Ti' �m�`•MbY L�L TYP MINIMUM ��w { �` pa � 6i" .'�iSrYwC ♦ v r..cT .s. a sscic ..v�x.,iv. li We i#+�t $ x s -� ►5t3it %xI t �o- R �t�k � jL Y zfi . � � • • c, $Pr �+'h 2'f{'Y .. YY �- �� Y` ! Yi�ivu.. , f+�nrt:R<x. SF5t(m '�-A'a�-<Sv. YC :777 5t a-k�+bi 5n 5vei�� • doLq"- tv 4. �`t� nkaai" 's'aawaa.mwKr.:-,: le" PRINTED 8. 1-911FE 1.7 or i i � F F k xfl71 ti � a.e at , m i yy k I ,R " 4 # IT- i a � 11 tiw s�'Ke a: c & . ; . � � | � 7 j ] ; PIL b� C C . , k 14 /! a , 2� - 2�•.,j � H - > 5HEET \ L 5-| .o F 1 | • L�Mr'�"4u bra' � �� :: p ,a „ rY i Mi MIA -N It Q�p ll)VINXI f73"" rs t el �A m UN SECTI ki 1 O 21; kb� IM, 7' 4' Mp C'M �Jt *T 'M Z R!III !"tin Ll kJ i T v c 4�g 0 0 0 O. L ---- F75 TF Mr Af r. PM14 �m',,s3F A-.. .n :r sY S``e �," i � 4➢.. q,:' n 5.�, )� r.. ' � , i� I 0,: � ':. �, !' ''r-�" ,r R� a � _ ly US ULID - fi• MAI 10 W, Atiub -ir-- U 1 -5 - 1 r. Q E TP,4C- �j l A IV------ wg' 5�v A io F L 0 OR 'IT Y. ff fY Ll 1 jr' Sip < 0 EL 0 (13 wr 10 NJ RM N , "N� N-1 3" R VIM 2� Ml, UW W gqr 9 n p 3k. W1, I W I RNI -g"'inoo a, IZ, Z MA 1% LI T- -01'' IQI� NO �`O (j AMr fi M g 'n, LL i"N (TI VV M 01 m, �,A (0 g 10 LU Ip IN LLJ zm > MMI cr Lij "W' LJ pw Y"3 -N u '36" M ;4W, t K�'%40 T I Z� 0*127 'M4. Tj' 4 � �? - 't A a LU m 110 4 4�- --tr —6 , - 'Z �7L z CU 0 41M M L 2 FL. U U I T 'JVFL. LIU IT "16 ct BQD Fri 4 '310 FLlUWIT LJU17 "E' .4-rWFL,U�41T EL/o 4'Tp FL,UWIT �E:� ORO, /2`PP7L- LJUIT UQI cecv� 5RP FL. LJWIT 4"" 1 LJ W I T E� �g a-v) 4"k FL- UQIT'�-" 0 U QIT '-/L a V.) P FL. UWi T 1� 5" Fl. �'W IT '6*, 3`7 FL UWIT'P' T 4T 11 01 0 0 F I it Z�X' �-ILLIICJI 0 Q-0 <MPI-To 0 0; v v CE C) El 0 (D 01 OF 0 1: A A cz \5 LLLAVA,eWLJWCA q) -1 1� 07 A 4 q slvle e -Ao A r r C.3 cl.WUT ui W C El F 51 XT&" co 7f x a l4 TYPICAL FLOOR -F 13 11 � es. � H — Q F 13 v h. ,�.d ems, ew;�kF:�,�„+�r.,,sx»"e:�tasc:.¢:Gt#�'r�k_. �ar.m�:=TMscmx, nw.,.re:..rn.n-m.xv ,�_•..xnmsmw*v, s,>-;=.-, .._,.::... Y TYP. VALLEY DET. TYPICAL- CURB iF a7s-I�v 554.dP ON i7S-TTf=N P64424-9 2 12 %--� dNlE /.�THERINfa Gdp PER' SLUM. — $� ON `P� FWL-r ON Ile P12B 2,67ED V PLYueOC>P ON H)s:-7 1GN5 Z " C \ GX 9 IpGB _ / rsdM I yTai2T>:>Z S•TIZIp i vv G X A F2bM m _.--tZ-IA IN5tJL6Tlotl �' I ---FLb`3NINCA oN 3'J' Fi;L"r � �a°X I'12°M�TtiL FlJ2 2 �B" 5,Le W/ ON' I I —2xP"f /tONT� — �-IA IN�oULp710fI �F' b/4" x 1h!V' M67AL I I I/L GDl►/ ©N MMT" FUK121NCn I I /�LLJM. 3-IEbD O� 16M$ FLI�MIs rIJK-a N6 i X� DETAIL ' \�� / 2�12"LONG• sLa�s � 1,5/45 x 315/2, METAL vroOD BASE \ RUNNERS STUOS �p"C% / L.2`�Zx3'/2xs18 mszzhiNINre ! p1' /�\VELDtSD Tp ?S.12x�i \. T5 12 X 4 x 5/1v✓r- 61D -rO 12 I 75 16X4 x-:�/1G oN 6/8" ¢S x i'-2'6aIGN- ; -- --__ 4„ MBTXL ZIJN IER 7S 6*ROUTCD I -j %V6.RYG7H�R D t=IN. ON RIB LA7N QN M�TOL r-U (L . l._ PIP-$$ R- 2� SECTION /_ ELEV. ¢.Gj p-ID "1.iE 1N e�DF SE 1J'S (RI � , ,coal , J I I UiJI G�M�) I j I \ I FIF•-fH taL002 \\ I / I I I +'JEcLOW- \i/i I ei Dca�'J I FnP1 I I I j I I I I I urJIT Ces�� UQIT w - 1I II U O17 G I \ I/ l i \ �/ v� wv✓ I I a-4 I 3��H V6T Ilk T " r-uQR2 411M • . �-a I✓ 27'-0' L 0 %a-W* FLCY-HIM fV a� b W CE CO LLj ul :D Z LL OD ill Q C� UJ n F ' U I < nonn V Q W �- M Co m� Q X o cr w co o LU �• r to 1— 0 w [� W W a) r ir _ ^ 'll Jnuj Q I m O co m 0 J Q m 'v'I iC U 0 m � �o m CW G � I N 0 I� 1 / U10a CU M W m o SHEET A 4 O F 13 ul "I "'Al"', 30826 Me ke� g"ge;-el Niel 4wo Ile oj 4, > WX J Kee P U g Xei' �0 �"N '� e , , - - ' qg� e "r4 W "AW.A114, Jw e-mv yq A lwSae-7 S�CZSZSJ 1�4 ALUM. F-Z&NiCw Tff- IM 0 11Z �L- mp—*Zzl�'.Wi�- I w rz All VO L I L- 6'�TA� 37 V�' — �1!1 � � — —r— T i i: r\ i i -r cz # = # )z%. a 'COTO 2441 rz pe A I '"R S 7 � M eo 't, g� LlVNCA/P4-JlQ,:;� :�.Ceb. 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CERAMIC TILE TO 6'-O" ABO l FLOOR Cq� .e 1 J2" DW TO CEILING C RAMIC TILE TO 6' —0" ABO F FLOOR 12" DWTO CEILING s ' Q \ v, :0 ro- 5/8" FCDW 2) LAYERS 5/8" FCDW 2) LAYERS 5/8" FCDW �YERS FCDW � ■�1®I�� -Ilm�'�'��r.;.,zresS��'k , u n�^'a�r,s,�+u,=��a".�e.__ ,-r�v?��"s:R.ar;_�Y�,: ,, _---- —_ i� :, FLOOR Fill a ga, MCI V�j SPO 015:1 TOMai NO. 41'4 Z g, Z� 0001 f R01 ...... M, Y �2_ i 1� � W-, _j LL 10 ('4- "T all cjLn U r T7 < - `�y I , FIL A < Lo Lu co PV4 w lf,7 i, ruli Z.V! _JOtO7 ;'R w w ) 0 > RM Lli OD W U) _j co 4 LIJ T4 r,� are-:> 41� L4� 0 PIER \A/A L L 1\ gk ------------------- 7�- -41L 'NG WITH '7 F- 1 -- ----- cu 1 -All cj) u —7 #4 JOOTING @ A —A B—B --------- Z4 #5 Ar \/\/A L L 1 D 0" COVER. TYPICAL SECTIONS 1 — 0 Dr "i, 16 1 TEGRAL FOOT -7(o �E, W;,T� 7 � moWl DOT 'G _T , 'I b CONCRETE INTEGRAL FOOT NG WITH VERTICAL M� H CURB J 7 tow k F-6 Is Swl 4, LL _j 8 TH "al DIAMETER d g rgol In UZ 7� IA 12.1 n� 4Y in fil A, �vr�q vi�u , A �e.- 1. fw� w �P'4?'4 il!tak, "'i A, L5 0 a _41 F L r ncr F NOATION RLAN� OU tl Y+ A Np ��y "'; A 9 4 - NA .... . ... . "N gg "A m� wm g 01` REAR ELEVATION 4 ,,r5 1 rt•"r^" $ 1•nn +.§ rifN F4 i°," r2S,x , t f? p.. .n, .. ,. : .. ^t � . s. r .r ♦.,.,< e r ,,.'� Yoo .. �. ,,. f,, r.^ . 5 !. Mr arY;. f, <.... + n'3 a xrc i� .,.., e �.4 �„a; '+� '' ,.. yr "s.,r,><.r» ya ' :r `. .. n:, ✓u , a x' „c., <i�. �" 4'y, u�= ;.� 5>ry rr: i,% ias.: t'..", . f� , w,<,:- 3�. a:h s+ <.<<� 1� ,.;. „ < ,.n , ,� � .�r iu'1. !•, 4 h,.- ku. e?' � u- 1-...,.1 -.h .. ,. ., -. ♦. , ,:.. } ., ..r , :vexr b, .,-... ,�. s_.. .. .. ;. ,: #aa, r;h'.r n : k?r4 i, t:x.f., , ?.5• : G,t :.. �: �. ,wrr. Ar .,.w �,r .... , Y. .• .. f�?..:, ,.,..; e ,, 4 u'�^ r de, , .. 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WITH 1 - 14" x 1kvvx 1/8" n BRIDGING FOR CEILING JOISTS @ 7'-0" MAX. O.C. ALL ROOF JOISTS FOR 27'-0" `:'AN TO HAVE L - 1k"x //Zz �� I t xL!,s ASS BRIDGING - -0" O.C. WELDED -- '.TIONS. JOISTS A7 ,'-0" ± O.C. IN I _ L Z'/2 x3'Gt x'VB" vELr7wri Allllt'1-LON TO THE AFOREMENTIO" D CROSS BRIDGING DETAIL 44 - — DETAIL �� L. 4X+4x'/2 C'3 V/ rm 12—pehM CHORD SA(' BRIDGING TCL 1/8" TWEEN LINE BOTTOM Milli TO w !4 x 22 GonfT. PROVIDE L - 1 x 1k xTN/8 BETWEEN LINE OF CROSS BRIDGCHORD 4 1'�2" =1'-O" S 4 / E LATERALLY SECURED BY THE CONSTRUC ')N AT LEAS: T 30 O.C. IF INDIVIDUAL STEEL Afik„ES NOT LESS HAN 1 " x 1 "x 3 16" ARE 4I N USED CONTINUOUS IF MI DECK IS USED DIRECTLY 2` �, p, 2 aM, �/�d �5 a✓ /4u-4 1I S 4 i ON TOP CHORD MIN, GAS ".JST BE 22 AND FUSION �/�- 61DE I� 1o"x llo' 7EG. 11 a WELDED TO TOP CHORDS OF JOISTS AT 8" O.C. EACH JOIST USING WELDING WASHERS. w IA x 42 ALL JOTSTc A?LTST OTHF,RWISE CONFORM TO THE S.J.I. CC ONS . 1 ---- —'�--................................... _. l G✓i4Na edtr s I� 1 7 ' g a- ty _ t P s,r ' y T t ZZ a e - - M e i ZYi' •'�• TYP POSTDETAIL m P� (� Q 0 0 (D m 0 c� o ll 1 In o U (D w ° Q W Q W U) z r Lli 0 0 N nnn J (- 0 w w WW (D c V u LL I � com m J m U IP m cr 0 m M m C G 0 N U L z r R1 q m 2 m m 0 ci pq P,OR/aPL"TL.L — V/ ME5-76-L 101- 4 TTOM , r� -. 2Uwi-402r STIID'S of IG"GYG LY'�/GYJ1D Soy" ---M--�L�.. - �.1 G✓l41•J"3 I � �PA; FELT #r STUGGL7 &4 m T^�L 74 L/.i'jH �SErE raLEV1TION� O V ? N PrDG S � r-: rU A? X ICi' LONG- eSWA S * S 507. - I_ - 2'-o" �Q, Ol�E 1J I N G 2 -Tm"p N L__ TOLOvZe HYP1tbAJWG \ N (� I2" �'IYI�) I Pl-uNGIE2 410D cEiuNa .AnSr &E-AV � Q k ,, pw/eo�- ¢'tsgG �4�eE ,.s Al T BiT✓- 6> 5 N /4 A" 7Z49-,-,u cuuT� 5"coNc. s ba 3� a�o� a'c(nra><) t PNINTE^ FEB 1 n ^ r.0 HEk j FRAM!"° " �_ ROOF q ' � PLAN �� s . �� =.4 , s.. �� #__ 4� �� N E E � _. F ., v ^;'F'- , „ ^, `� ,. ,. ,. i.:.nti •:, ''. s. . <;:. , .' "..: `., '.: . . .. 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I- I � 1. � " , I I , � , I , ,1 'Iiiki� " "' , - , ,,,, , � , -1 :,-__,,N I, :;� ""i I:�_, -�,IIe , '� , " , "'t '_ 4 , � %k�, � � 11ii, i ', I . �_l �Ii� "� �, " 11 � I I Il. " I �, 11 I � I C, , , , I ki" � , i , , ", � I . � - ;1 "'I- , � , , - - i14 , "I �-,",� � ",'' _�:� " ", "I 1� 11 I �� __ � � I it I I "RB -01 v Ell �0kf tl n;W R RV, v % qv -IQ PL ton, 5 1 Am 9P T H F I& PLO Cr&- Ra, WF 1?143 r- (T YFICAL) OqHF- F IE T r->dc T vm LA,-fX C5 rwiL Pitt "Itc, lr-/-# X L *10 A fgl�, Orwrt R�V� 4CIAL.V A V*1, 4'+ METAL. C>LJC.-T EC-Tio 4 'q, AA 7"', 'p- 9-Y-14. f xop% Axn. 0, D sr V, w-, mp 15.0" p ilml� Pu C- CA L- 1, Lr f rN K4, e • 4",j 4,� W, ILy. 0, "q -YFf1CAL I &,U 5 M fir-9 KAIN Ir 21 $,4, Kk A IT svvhx r. iR eld both sides wit} W g14',�4 41,;�ZR� -N', IA Z7. RN'TY,p A,: & I M"I r� 44, l 11 001, '7 PAUL WELCH INC. Mechanical Elecirical Engineering 0 0 F 1101 ��,Olt h� a LPrf WC sqa ash: ;r x.'�� (srFG, SSA}lQi!IPE � ' %' � '�i"v N' , . a'��za• .r Y� 4 ��."``•�'m` � �� s ,� «;. sy � ,r •'x3''yf.k ;y *_,tv 4" .,. ' . -"at �'l^+v,' t.'?'+" *a �^�� N x, f I �k t re'y POuw. z � f �} , E, ^ a v , *f n I W f "r tl �„�'�Stl vaVz ,. � �� T VIM d� �� "�'r",I ��a n+D +; M, `' a r§` t�. v„v t' i�.�"+•��yr'��k,�'y "W 1'v. � z� � f _ ..; .M.a �d. •$M x.,� �` `� ,, a.�`.a ,a ., s t,. . �rs'�. . �,.� t Ai3E'm'Fk't'k y M I adl� 3u Iizt � Zrt L�, 'z,l �Nn,wee r �K0 K��I�t.k. l' 4�, Q e �Y A14 HvAc RE No MF61 T "SAD -I MEjAL AI2E ' SAD-Z n . a n 4�Fy SArc SAK-4 11 ur INV -- 'V I � I u � I " I: I l I i 1 i I oc; j 9,:�> to � Ffzo\/rt. fDUGT VEPLETI2 tn, . / LL. ' A APPYZaytb. i � rn,ltW41Si - ..prC aViflEE~ . T =MP1Le PAUL WELCH I Mechanical . Electrical Engineeri SHEET M-2 O F 0 I IF'x�d" sK. F-G !~A 7 In t4 S/Th Pao L FILL 4LSbTEPI - vtTH ROOF Lt— —Li — J J TV -E L E G,'( , �, ,Ai e-j dL LM 151cr.t V r r. To M?UMY G oa Le *1 �cKEY M� 0 10 LL- t�ytJ U to rg W m(D Q z� W w 0 z o_ N o' W [M� W a) tJU LW� 1 h V � /� UJ m Jm Q U cr to 0 m W m L� g G 0 N v� ULOz° 0 Nm 0 0 0-'° W J Q? I ?,4 MCI% 4 N "4- ry InU F4H 1 uo,T- --A Ll N 1-: E,< 11. 11 Z- FAN r-oOk ti- — K-7to e-14 ti P, 12,0%/ IL /A crt-A 15� �1� O FWH 16CC.J-M. LY DUCT WORK;: :URN DUCTWORK D RIGID DUCTWORK XISLE DUCTWORK ,FLY AIR URN AIR SLY AIR DIFFUSER,'. /A REGISTER ETURN AIR REGISTER' A /A GRILLE URNING VANESqopmm UBIC F PER'MINU7 RESH, INTAKE OUA FAN A M PE RIM FOO L F Li 1A V F- m - 61 EI-4 - Lj 0 1 10 PAUL WELCH INC. Mechanical. Electrical Enginee 0 + fIUU D 0 I LL O (D U < LuED rog z Lu Co 0 z ui o w 0 w LU Lu (D Vu CE U) _j U UJ to 0 >- UJ M D C) LO 0 z no OJ 7-- M q 22 0 fr j 0 MJ LL Mod] > If Lij Z 0 0 w 0 SHEET M -4 0 F 4- I T`( F'IC A L U N4 1 7 2" 4T" FL0a2-ELEC, TKJCAL Pi.A rI I r T I � I 'TEL oL41LET _T(P[chi- FAri BoX w/ GL[y PLptE' I _ _ I i I / u — A- _- i - I .�\ PIJoriE R15ER \ � i CI I 13 To A ) - HSE—___----_.---T _—I FA PRINTED FEB 17 1984� -1 YPIGAL UN 1 7 _ _- IcIal FLac)Fe� ELr-CTFE lICAL F_�L4 _ PAUL WELCH INC. �¢ 1[- a" _ Mechanical . Electrical Engineeri � Q 0 �ttU1 0 J LL CD ILI I (rj (D ► a —L u Q LJJ w z W C z Lu ° W w W Ql n� O � Q (_: IO CJ m Lu t� d1 L z r� �m X. — O H E E T E-I O F IWA Al R41 I'll 4, ...... t7;_ CE gr'w,� F21i ff, t 4 T y— _j ',w LL W, W�A mr, Ail 117— ou, WT 't w A, iry _7� 't-f IM, t-, A f, MI M K IV W'15 , Lij 401- IANW55 R 011 4 LLJ w > A Lli CD Lu f tA, U) "MMIC, _j cr Lij 41 U2 iii" _Tv URI z 70 KIT4"t Tf:_ . e q L IUTLE� A ROM 0 Sim" -TEL. 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EFectrical Enair J IL I U Q w m z W z w w Ql W c ITr m� (17 J (� Q U Q 0 w m sacs •„� A.; A � I� �� -To Mh1GN--tr.lultTrL1L�W Y` _ ACL[16S PAUEL I Q" A �.--I'-SIGHT__ gLNbS 3 D Y GATE YALy fs "rLc_A/ 9WITC14 �'- -Z /Lµ VALI/L Wl go6i Go.LLmr-T141L. 1 ir- INTO COMMON p2 IIJ -rHr u Z? fl.oK t l4 ' a _• ;N� ex trri hl }a'�u. tn.1 d%>i v F� �r I �r�'SG" t S2' ��PI1lE1 �QECESSfcD� ��tt ` 4r �5 FIC6 cv'fIN4U15NER `1, l a N-41'i1L T_YP1aAL_ to1L Al.l. tlocitS �� FIiE ^aP('IFIKLE�- KMSEfL aqaMAP T � a Fri II u 1ymE"}ftrY€£2 w 1 d u1 is'S! y?�. it ,� r ��s % � .`,x;rtf.' �� T. r,#.,:1 a'{4 t, x ,Fr�'*1 .. .,v.•^. a +a�x � 'n.- #ux ,:. � 5!py- �' s `�I;x':ni�t'—w¢. ,a,n� L' :.,� r b J".` r t.; . ... _ -. i .. ... I I {v y gx u -Srku1 Evcuf a TO zil. Fl.oc - a -SfKF-, [KLF tl I � CC o �`t: f leoti 1 i 2�'5„�,` yp`M R '" ES a M '2 > c x y c 1" A _ r'v'{ " - % 'M .} � �. ',�'F ry s •`.Vlro �s ��" ri'i m a � � '' }'; Z- {' 2 Y �,� r n } 3r." �. �,n I 1 1 L L, s+" '"i' ,i uu i?takR�'{`�b.� .r�. *; 1 �� I14 0 0 �'. 1 � 1d, __LL Az 4 }I 1 _ 1 IF]I 1 a I_j �_ d 1y� ] , 111 L - �r 11 EEL L _ Q � ___ � %1 I � � � � '� Q k o fy a ++ yy'H '�+. �i'm F� 'A ji, /� p�•M Y d i 1� � � t y, +'t�CN y�4�{ � (11 �a (IY# ' 1 �/1 f Lj� Yrot y a J / 1 11 M h _ 4 ' $ t ' 4 � i 1 3 p !Y4 T ,.�r �r''�`�ef:N• �,+J y :�vrt n5 .::6 �c.' s r¢�- �4.n '<'r k_ a �, I _ R"YiM1^r' t �iX v+x �"i F£fAa.e.• 1 fYlSNi^i. a:.{ � Nkr M hj . 2x xi ,Y,.JN '� a .. • SC t .. p r, .^ r ma's "Ys �� tx I ua�x k 3y PAUL WELCH INC. Mechanical . Electrical Engineerin 77777 r� — 0 F4 { - t 10-1 - .- 11 f� R rs a I11 � a �❑ ,_ 1 � NN OW >> q r y — — H uq� r.i7 Fia 'iF£� 1 ipF TM r I r r" 4 'fi n• „� �� _ O � � x • kk d^ J�"yx^" aZ,R_'p✓%4> :Fr 1 R' ' a x ,w3 a _ �si a,`�;. 9 - d 1 y4 i a' i I! 5 �y ® g C sc G 1 Will PAUL V CH INC. Mechanical . 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(3) G TYP 120 100 D,� MIN. .-_.� I HOLE �(7--4) (1-2) FOOT FOOT DETAIL -VENT (11-12)-- PIPE (8)(9) S G (II-12)-•-. ---- /-FUEL TANK F ENGINE .FUEL PUMP --'��I-- j-'-- "Ex PANSION- !I I ._.� CENTERLINE LEGS ARE 2-1/2' UNTHREADED PIPE 41-1/2 ;;VOLUME 1 LONG THAT WILL SLIDE - i (It-12) INTO THE TANK SOCKETS.,-}-- /`- LEGS MAY REQUIRE 'SUMP VOLUME �/ E)LOCATE - (IZ)J CUTTING IN ORDER TO L _ THE TANK OUTLET FEVEN WITH THE ENGINEFUEL PUMP CENTERLINE. q(6 FUEL TO ENGINE DRAIN __02) __ \ I FUEL FROM ENGINE\-' GROUT ®®� I5 W -- •J ® RE ENGINES L- SEE FOOT DETAIL -L EXCEPITT DOFPP12AT FUEL SYSTEM - WEIGHT ITEM OTY MAT'L DESCRIPTION -�_--1 IRON FILL CAP 2--TION -- 2 1 STEEL STRAINER i/i6 MESH 3 1 STEEL FLASH ARRESTER 4 NPT 4 1 IRON PIPE BUSHINGS 2 TO 1/2 NPT 5 2 IRON PIPE PLUG 2NPT 6 1 IRON PIPE PLUG t NPT 7 1 IRON PIPE TEE 4x4x2 NPT 8 2 STEEL PIPE NIPPLE 1/2 X CLOSE 9 1 IRON PIPE TEE 112 A 1/2 x 112 IO 1 BRASS STOP COCK 1/2 NPT II 4 BRASS FLARED TUBE FITTING 5/8 0,D TUBE x 1/2 MALE PIPE 12 6 1 BRASS I TUBE NUT FOR 5/8 O.D. TUBE FUEL TANK MAT'L_ STEEL- OTY, I SIZE (GAL D L F y/ I.-297 —WEIGHT (CBS TANK FUEL TOTAL ?0 t 2 36 2-3/4 17 24__ 2 II 4 60 2-3/4 --17 - _ 696 _669 9 7 140 2503-V4 24 _ 72 t2-3/4 _ 17 23 352 844 387 1507 11196 1894 350 38 27 472 2i10 258 72 3-1/2 460 OF 1 60 4-3/4 34 567 _ 277Y 3360 550 �_ 72 4-3/4 34 642 3385 4027 650 _48 48 1 84 14-3.W, _ 34 742 3920 4662 1 830 64 1 60 5- 3/4 45 1107 5004 6111 NOTES: (A) THIS FUEL SYSTEM COMPLIES WITH THE RECOMMENDED PRACTICES DESCRIBED IN THE APPENDIX OF NFPA PAM 20. (B) FUEL TANK OUTLET MUST BE EVEN WITH ENGINE FUEL PUMP CENTERLINE. IC) FUEL TANK SHOULD BE LOCATED AS CLOSE TO ENGINE AS POSSIBLE. (D) FUEL' TANK SHOULD BE "PITCHED" 114 PER FOOT TOWARD DRAIN PLUG. (E) FUEL TANK MUST BE LOCATED ABOVE GROUND, WITH PROVISIONS TO PREVENT FREEZING, IF) THE "USABLE FUEL VOLUME" 1S 90% OF THE "FUEL TANK VOLUME" THIS WILL PROVIDE A "SUMP VOLUME" OF 5% AND AN EXPANSION VOLUME" OF 5%. (G) 'FILL CAP" HAS PROVISIONS TO BE PADLOCKED CLOSED. (Ig 'STOP COCK' HAS PROVISIONS TO BE PADLOCKED OPEN. (1) FUEL GAGE IF ORDERED, SHOULD BE LOCATED AT THE 2" NPT OPENING, POINT "G" W) LOW LEVEL FUEL SWITCH", IF ORDERED WITH CONTROLLER, SHOULD BE LOCATED AT THE 2" NPT OPENING, .POINT "S" Is) IN ORDER TO CONFORM TO INDIVIDUAL JOB REQUIREMENTS, THE FOLLOWING MATERIAL MUST BE FURNISHED 8Y OTHERS; 1. VENT, 4" PIPE 2 FUEL LINES, 5/8 0.0 SOFT COPPER TUBE 14) THE FOLLOWING PARTS WILL BE MOUNTED ON THE ENGINE, I FUEL INLET a OUTLET FLEX METAL HOSE =6 FOR 70 GAL. TANK ONLY 2, FUEL CHECK VALVES, IF REQUIRED (MI ONLY ITEMS MARKED 9 WILL BE FUEL GAGE - MAT'L STEEL - OTY - WEIGHT 5 L85 FURNISHED FOR THIS J08. �—_CALIBRATED F, 3/4, 1/2,1/4_E _-_ (N) ALL DIMENSIONS ARE IN INCHES. VERTICAL FIRE PUMPS OUTLINE - ENGINE DRIVE WITH BASE J --14 NPT RAW WATER OUTLET PLACE NO VALVE \ IN THIS LINE RARE TO OPEN COME 50 OPERATOR -E }EXHAUST OUTLET CAN SEE WASTE E RE O'D (3 WITH BASE MOUNTED CONTROL MIN CLCARANCE ❑ LESS BASE MOUNTED CONTROL JUNCTION BOx ton AUTOMATIC WINING (' i 13 f 20 14i I N IE ' 14 I I 32 I 1 D . HOLES 1 u 2 19 20 is �;4 CUMMINS OIESEL ENGINES-- S — ---- ar------.� MODEL V-3Te-FI-__._ __ SS _..__—__. 6.-24 V-3T0^F2 — HALE TUBE MIN DOOR frt TING,FUEL RAW WATER INLET CLEARANCE - INLET VAR SIDE 1-- --� APPROXIMATE WEIGHT (LOS) BASE ENGINE CON TP.OL UNIT LESS CONTROL WI TM CONTROL 302 IB18 600— 2120 2720 .. _ -. ...._ 43 EXHAUST RAW WATER TER , OUTLET 6AR II3 SIDE) I SI I3 rA- _ ,-FUEL PUMP I MALE TUBE FIi TMG, FUEL IS B — RE TURNIFAR SIDE) 4 I I NPT / I R4MLET W PAT 4 I I j _ _ I STUD SHAFT ° WITH i SQUARE KEY ENGINE MUST BE RAISED E i0 REMOVE OIL PAN r— r- Mote 1. This drawing describes sump installation, above ground discharge casting for 175 P.S.I. max working pressure, threaded O.L.S. column, driver with bolted down ratchet. Note 2. Column length "U" min 10", max 50'-0". Note 3. Dimensions are in inches unless otherwisq indicated. VERTICAL TURBINE FIRE PUMPS Right Angle Gear Drive Outline DUCH.RCE N FLANGE .HOLE f. 1. 01A SRC ..�.. III Le. AMfI - --- RATIMG. _l.. NOL['OO'" P 1✓PED HOEEt NOT[A m GROUT OREHING IDIA, WAFT PAUL— COALU.N (SIZE'. SiAI NER—\ ]-.Ax- Note 4. Submergence ""Z" is min for proper priming and or oper- ation at 150% of design capacity, based on sea level elevation and max water temperature of 85F. (Per NFPA Pam. No. 20 re- quirements. ) Note S. Length 'IR" may be ad- justed plus or minus 3/8". Note 6. Tapped hole "AD" to be connected by customer, to open- ing marked "Raw Water frrlet" on engine outline. Discharge A B C E H J L N rP 0 R 4 AD Assembly ^6 x 8 x 161A 14% lb 7% 10t/. 6 _ 'b-10 18 20 _ Ifl 8 x 8 x IBh 14% IsIA 7% 10`14 8 %-10 18 20 % 10 x 10 x 1614 18 1S4 9 10'b 10 ti-9 18 20 YA 12 x 12 x 20 21 1 10y3 12y. 12 %_9 21 23 _ 1 Bowl T 1.1 LF V W X Z AA AB AN - ist Added• 12LB-F 21yS sF 6 19 10 12 14 12MB-F 19h Ifi 8 19 10 12 14 14MGF _ -_ 2514 zk� _ to _ 25 1z 14 is 16MC-F 27% 14% 10 45 12 16 17 12 _ 25 12 16 17 r -i - - - - - Note -recommend j ---�� site potable water XL DN.._ obtain auth approval. Iris vu�, I�TTi, .... " f'tusi .I ' 11\ ' T Figure A$-2.7.2 oN I,.x Wa1rr L.n, With By -pea. A-8--2.7.3 When the water supply can be expected to contain foreign materials such as Wood chips. leaves, lint, etc., the strainers required in 8 2.7.2 should be of the duplex filter type. Each filfYr (clean) element should be of sufficient filtering capacity to permit full water flow for a 3-hour period. In addition. a duplex filter of the same size should be installed in the by pass line. HORIZONTAL OR VERTICAL FIRE PUMPS r Diesel Engine Driven _ - Residential Muffler Outline - EXHAUST P _By OTHERS 1 I DRAINS 1 I "SIZE 45,6, --EXHAUST B ON4,CONNECTt FLA _ -_._.__ ML^ _ FI" MALE "EE" FEMALE ENGINE THREADED EXHAUST OUTLET EACH END rHE "MAXIM" MUFFLER IS AN INDUSTRIAL TYPE AUFFLER WITH EITHER THREADED OR FLANGED :ONNECTIONS AS INDICATED BELOW. TITHER THREADED OR FLANGED FITTINGS MAY BE JSEO FOR FIELD CONNECTION. 0"MAXIM" MUFFLER MODEL M51 OR M41 EXHAUST CONNECTOR ENGINE MODEL EXHAUST EE ON PER ENGINE MUFFLER EXHAUST CONNECTOR _MAXIM MI ML 00 WTRL4NPT FL WT* V-378-F1 2-1/2NPT TWO 3 NPT 45 14 60T 24 32 7-378-F2 2-I/2NPT TWA 3_NPT 3 NPT 45 45 14 14 80T 80T 24 24 32 32 V-504-Ft 2-t/2 NPTTWO TWO V-504-F2 2-I/2NPT 3 NPT 45 14 BOT 24 32 NPTONE 5-ISO LB 64 18 170 IB 16 NT855-F-3 5 NPT ONE 6-ISOLB 12 5 26 32 NT-855-F-4 5 NPT ONE 6-15OLS 72 22 255 26 32 VT-1710-F 8i25LB ONE - 8�-LB 8 26 390 PART OF ENGINE NTA-855-F 5 NPT ONE 6-150 LB 72 22 255 5 NPT 26 __32 NOTES I ONLY ITEM MARKED ® WILL BE FURNISHED FOR THIS JOB 2 ALL MUFFLERS HAVE A "RESIDENTIAL" CLASSIFICATION 3 ALL FLANGES ARE ANSI STD DRILLING, THREADED COMPANION FLANGES ARE NOT INCLUDED 4 THE "EXHAUST CONNECTOR" IS A THERMAL EXPANSION JOINT AND MUST NOT BE USED TO COMPENSATE FOR PIPING MISALIGNMENT OVER 1/4 INCH. 5 THE EXHAUST SYSTEM MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF NFPA PAM 020 AND LOCAL CODES 6 ALL DIMENSIONS ARE IN INCHES I I To SITE oiST { PIRy: *�tA lri+f 1AsT % LA swIS S--o LtD rT Z�F'I� �nP• !."ttoje: PIN 'Io 6c GoNSTwJCt�� w� A vcIt� i I i "rHA1 w11-1. kssuer- lao%. WETTM-h peOZI`AL1"" A? ALL TI Mee ANAA- - d �14GAP Pipe i I'LOi•A i6.; LI:� I e,_ F r� P ANT FB 1984. r