attachment_1_RFP DES 2026-06.pdf

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Asbestos Containing Material (ACM) Testing of Pump Station Roof Materials
Solicitation number
RFP DES 2026-06
Issued by
Carroll County, New Hampshire

About this file

Pumping Station Project Documentation Summary

This document set comprises architectural and engineering design plans for wastewater pumping stations developed for the New Hampshire Water Supply and Pollution Control Commission as part of the Winnipesaukee River Basin Program and Winnipesaukee Water Pollution Abatement Program. The projects include multiple pumping station facilities: the Franklin Interceptor Sewers Pumping Station, the West Paugus Interceptor Pumping Station at North Main Street, and the Maiden Lady Cove Pumping Station. The comprehensive design package includes site plans, architectural floor plans, wall sections, equipment schedules, structural details, electrical layouts, mechanical systems, piping schematics, grading and drainage plans, landscaping designs, stair and railing details, roof details, and elevation drawings at various scales. The plans were prepared by Edward C. Jordan Company, Inc., and Whitman & Howard Engineers and Architects, with design dates ranging from 1977 to 1980.

The project documentation establishes detailed specifications for concrete construction, including cast-in-place concrete bases and precast reinforced concrete structural elements. The facilities incorporate mechanical systems with generator and control rooms, HVAC provisions, built-up roofing systems with insulation, masonry exterior walls with face brick, multiple access routes, and comprehensive underground utility connections. Design elements address cathodic protection, water intake louver systems, roof drains, drainage structures, and heavy-duty handholes. The specifications reference concrete walls of varying thickness based on depth (8-inch walls to 12 feet depth, 2-inch walls for greater depths), stone bedding requirements, and nonshinking grout applications. Construction details include treated wood nailers, copper flashing systems, compressible joint fillers, flexible membrane flashings, and asbestos flashing materials consistent with construction practices of the period.

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Text version

BM 28416

NORTH BONNET NUT ON HYD2ANT

AT THE SOUTH END OF ZIVEE ST.

AT WINNIPESAUKEE ST.

ASPHALT PAINT

AFTEE IN6TALLATIO4

ALL SURFACES

CLEAN METAL TO

METAL CONTACT

HOLD DOWN

LUG @ TANK

+O WIRE W/8± WRAP

AROUND HOLD DOWN

0LT.

DETAIL/\

CATHODIC PROTECTION

N.T.6.

-O

GUARD

2All �

FUEL OIL TANk

( PAD : TOP OF

TANK 271 7

T

� NOTE:

6TATIOM9 SHOWN ON PLAN ARE � ACCE99 ZP STATIONS.

I

TOP OF HATCH

272.%5

� 2oz

PUMPING STATION

SITE PLAN

SCALE: I"=ZO'

r--•·- -f- ------· -j---- -----�

· � km"t � kr� � ■ SuriA 4A. ct 2 � . +��•• L2.�1.

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U

€IP RAP

l

PS ENTEY WAY PLAN � NT S

� A'_ � � � �

Edward C. Jordan Co., Inc

ENGINEERING PLANNING ARCHITECTURE

2o 10 0 20 40

GRAPHIC SCALE/-T.

3 :

I

O

I

I

- � � mi

- �� ± � 1 9 " - �

� 46-s *4,/ ◊You. w v 7#'2

PS ENT2Y WAY

PLAN REINE

N T 5

L � i_t , ; •···1

'H 1Ir

(7 " s- Ji � • 4l I

SECTION/z I T �

WINNIPESAUKEE RIVER BASIN PROGR■

.- cviuperr »27 ]INTERCEPTORSEwERS INFRANKL

-+-- -- PORTLAND MAINE

I..

STATE OF NEW HAMPSHIRE

PUMPING

SITE

STATION

PLAN

WATER SU PPLY AND POLLUTION

CONTROL COMMISSION scALE AS SHOWN .- ] a-ior 7607210] "*" ""# ]

BUILT-UP ROOFINC INSULATION

� --ii

- 3FARINO PAD

BUILT UP ROOFIN

� IN&ULATION

SANVEL PRECAST PLANK

-I RIGID STYRORKAM INULATIUN 1 e2 1

4 �

COPPER FABRIC AAINA TE

CONTROL RO0A

CALE 4'= � -0" Ab BUILT � 27 80

BEAM

CAMBER

GENERATOR RO0A

CONCRETE &cocK

DETAIL (\

SCALE 4'-1'-0" A5 PU�T 3.27 80

FIN FL FLEY 278.%7

per0u , 33, TYPICAL EXTERIOR MALL

1-io@[ijo3

TYPICAL MASONRY

PARTITION WALL

TREATED 2'x6' � GA scale 4° *1-0" cale 34"*1-0'

EDGE DETAIL

BUILT-P ROOF W/ ALUM GAVEL STOP -TREATED 2'x 1 2' FASTENED TO PLANK PITCHED TO KO0F D-/�N �

INSDLATIDN @ENOS

-PLASTIC D ARING PAD 7BEAEI�HO © FE6Ak

ELEV 210 0*

DOOR SCHEDULE

Door Jfpe Mfea/ 8uck 7Vpe

Wea/her trpbg Sers

1__ 0 ·

3 0' L'2"

WINDOW SCHEDULE

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5,/1 So/hd Jype (Cone.Block Zufe/ L-1

4" Ex.Gae [4"[ yuoos � � 6oz Lazo/ � z5%,E z f 4-4 re/ea' 2 hsv/a/en

2 *%' Trefeo

3° Ex. Grae ywood'

TYP/CAL EXHAUST FAN CURB

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+ 1I I I I I

+ 11 I I I I

Scala I/z" = /-0" AS 6VILT 3 27 80 a@

A5 BUILT NO SCALE

I--

NEO:RENEJ7

WEAT#EK 576/PP/4

@HEAD / tock 5DE AM

MALE MEMBER JW BUCK@ /MGE SIDE

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Wesfher Sfrpmg kW = /Heae/,lamb& Door Bo#om l- « sl S

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LIM7EL SCHEDULE

Mrk Uni# \//star/ \length\ KRemrks 4-1 \24s 3%,3%"%\ 6eel 3 '-8"

Koo oom � 6u &c#EDuE

Cone.

Conc.

Conc.

C.B¢ Conc. � Conca. � z'I e le-el �

Conc Cone. - [Cone.

� THOROSEAL SYSTEM USED

TYPICAL K00F DKAIM

WO &CALE

DETAIL A

MA50NRY 0PEN/W66 Fo

MECHAMICAL WORK

VOTE : o es/& B(C- See See/ 3-/04 of/ Jempered' lead Cos fed' Co,bar

De sign#on (A>

<B>

(C) <D>

(E>

(E)

� ze 36"* 64 72 -64" 48"x 40" 42"x 64" 24"* 6¢ 40 , 48 fnsvl.on

8j yAAL K0o ET csle 1#•1-0"

Edward C. Jordan Co., Inc.

KEENE, NEW HAMPSHIRE

STATE OF NEW HAMPSHIRE

WATER SUPPLY AND POLLUTION

CONTROL COMMISSION

� � � ° --2 < mesoue sue [• 74 [314/zz]

SCALE 4 � = 1'-0"

Lnfe/ 7ype � // EI.

l-5 282.00 L-@ 282.00

Z-2 282. 00 /-7 282.00 � -8 z8e.00 ± - 9 284.25

WINNIPESAUKEE RIVER BASIN PROGRAN

INTERCEPTOR SEWERS IN FRANKLIN

PUMPING STATION

WALL SECTIONS

AND SCHEDULES

I OATE ISSUEOT

[ 6-+-77 [I5 I - I06 7507210

NOTE 1: HEAVY" DUTY HANDHOLE COMPLETE WITH FRAME RING AND COVER AND BRICK CHIMNEY. CONCEAL HANDHOLE BELOW FIN. GR. SO THAT COVER IS � � ewer remove cosoum. 52S , 2I" Fµ Tsai" ruvisii wire "a*

V �� 7 •-

NEW PUMPING

,' "' / NEW ROAO / t LI, ( •

1EXISTING-

I 2 30 01

C.LFENCE \ 2' __ ,,

/ WATER 11

-. I P. � � PROP I P IT Ili _2 olr � 1I FILL !-� I �9A OON

I O J /�:�����i � STAN1

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OLD

DIGESTERS II

I, I I:

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LECT. ICE FOR S

IZE IL' EE SHEET NO I8 � i

• - ..22.2

NEW 8 C L FENCE IO ± OFF THE SHORE LINE, ADJUST IN FIELD

(SEE SHEET 12)

SITING PLAN

SCALE � 1" = 40'

El I:!

PIPING SCHEMATIC

SCALE: 1" = 40

+ 1"ea.r* � Pave@Eni I ° ° SEA2°I5g

L

COURSES

� 2 0" COMPACTED] BANK RUN GRAVEL

I2 %"

TYPICAL ROAD CROSS SECTION

NOT TO SCALE

¢WALK

1' + / 2-6"COMPACTED (_ GRAVEL BAS COURSES

z . o'co

MPACTE

'J

BANK RUN GRAVEL

I � l 7 L� 4 ' _L __J

MEREDITH � �

SCALE

LOCATION PLAN

TYPICAL WALK CROSS SECTION

TABLE EDGE TO BE AT SAME ELEV. AS INSIDE CROWN (TOP) OF LARGEST PIPE BUILT INTO MANHOLE

NOT TO SCALE

MANHOLE

I;

MANHOLE DETAIL

Sheet No.

I.

2.

3.

4.

5.

6.

8.

9.

10.

� I.

I2.

13.

I4.

16.

17.

EXCAVATION PAYMENT LINE

CAST IN PLACE CONCRETE BASE SECTION

CONCRETE WALLS (8" WALLS TO DEPTH OF 12'-0", 2" WALLS FOR DEPTH OVER 12'-0"

6" STONE BEDDING

INDEX

Title

Title Shee t Site Pion 8 Index Architectural Plan - Lower Floor Plan- Middle Floor Plan- Upper Floor Roof Plan Sectional Elevation I Sectional Elevation II Sectional Elevation III Structural- Lower Floor Structural- Middle Floor Structural- Upper Floor & Roof Heating & Ventilating Electrical - Upper Floor Electrical - Middle Floor Electrical - Lower Floor Electrical - Schedules, Diagrams Electrical - Legend and Motor Control Raw Sewage Entrance Channel

Center

SECTION DESIGNATOR

SHEET SECTION IS SHOWN ON

L AKE WINNIPESAUKEI

H-o

EN EXHAUSTS �

NORTH ELEV.

r - 1/2" EXPANSI0N 1 J0IP-.IT l--- OUTSIDE T0 6" BEL0W 1 GRADE T0 BE C0ATED w/ 2 C0ATS 0F 1 DAMPPR00FING -----;

' I �J ,& 1 I EATHER o!

''L

TOP 0F lnALL SEE DETAIL N0 1 THIS SHEET El 49'8._,19,_ _ ,.__

�I r

c. ----" ---'-- J'.'._ __¥!)0 SLAfL

E L EVATIONS

SCALE

SOUTH ELEV.

C0PPER FASCIA -

BRIC K -

l C C0PPER FASCIA

FIN FIRST Fl EL __4_!!U?_

<j'-12" 3/4" STONE

5 PLY WATERPROOF MEMBRANE

GEN EXHAUSTS VENT

�_l _

•·-o·, s'- o" da

" -" L0UVER (SEE :-IDETAl l SHEET �:--:i NO. 3 ) --- -

R0ll.LNG GRILLE SEE DETAIL SH N0 8

1 1 ,· t --

PRECAST I C0NC PLANKS'

C0MPRESSIBLE JOINT FILLER --

1·

1 SECTION �

SCALE• 3/411 = l '-0117

• I 0

2 :

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COMPRESSIBLE JOINT F1LLER

c!

-r-· · --r l L -- - �J. - - - - - - - - - _ - - - - = - - - - = = j • r

'"STYROF0AM INSULATION

UPR00FlNG � ,eo INSUL

1;-�'

DETAIL

SCALE 1 1/211"' 1' o"

EAST ELEV.

L C . COPPER FASCIA TREATED WD NAILERS

C0NTINU0US LC. C0PPER CLEAT

1/2 A B. 6" L0NG 4 0" O.C

1 1' 8" 4 '

WEST ELEV. 1 {

�. ..--e-, _ L C COPPER CAP FLASHING

TREATE0 W0 NAILERS EL

�I 48985 ·:�, . ���

� EL 489 85

·�"". J METAL TIES 8 • 0.C VERT 3ft' 0C H0R

EL 485.52

DETAIL 2 SCALE 1112 - 1' o'

FACE BRICK

1 •i[- a· _ --.f r.=+::'-- - 8" CM.UNITS

FLEXIBLE MEMBRANE FLASHING 2(4") CM.LN1TS 3 LINTELS 3112''.-c. 21,2"x�

-.l+I----MOTOR OPERATED LOUVER FIN. MIDDLE FL0QR El. 473. 08

L0UVER M0TOR

----+---- FLEXIBLE MEMBRANE F LASHING

N0TE:

L0WEST FL00R 8 WALLS T0 GRA0E T0 BE C 0VERED WITH 1 METALLlC CEMENT WATER PR00FI NG 8 THEN PAINTED - ---,- °FIN. L0WEST FLO0R El. 459 66

INTAKE LOUVER DETAIL

SCALE 1 1/2"• 1'-0 SECTION

SCALE 3/4 1 0

1 !1

8 B0ND B M

000R

'.i' Z: �i

• 1 �!

"'I

FRAME

� WELL

,z

N ol -1

FIN FLOOR

L

_e� . 47• "' l

H-02701-1 n/. 7 2 = 50/.00 I = 480.57 za'ec stab /tag /nu * 490.00

OUTSIDE PIPING PLAN

SCALE 1"= 20'

PA � - �

R,R.9IKE Pele Eli. ■ 649.61

END opeO epe TH� INjP Ex6NG

I er.

r

� i

L

I

� ozo

E LAM

1' � 42'- � "

LEGEND

------- TEL.

- ELEC.

- - WATER

I

I

80'

NEW HAMPSHIRE WATER SUPPLY AND

POLLUTION CONTROL COMMISSION

WINNIPESAUKEE WATER POLLUTION

ABATEMENT PROGRAM

PROJECT NO. C-330206- 01

I DATE

GONTouR VIRE of +foe

«1AE WL

EEfRonE LE

-ALEC� ��

Ri- RP APRoM LodeO EOG er Wocos LIMIT f WeRn

U6VERT

AS1Xe CboEKYATIPH WELL

BM6Tio � 63- �

646.97

DOC0OD

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4 sew.67Ar* A0SEA/ ne exIsTIM& ME WALL ANO Se

MARK A-�•

� �� Tu« MEN6IP e1 FUEL A9D -NoFO<MER O --ee HA £LEcTRI6AL p2wINe>, 4 ALL DARB±D A2BA*, NT<cl @ UcTufe> , PAvemeNT,ETe. , Hi ¢" LA + sE, � 2ESE2

A7s Gr

ME9H UNTIL A coo ?O e I e>TOLItED.

e. TlG co AcieK oHU«GMove l I.o' UME« FEET or THE st. � VoCATED INF®ONT eF WE PRoPoee:

1427)% es:-*E0823z6 PA0PENT o- HE owME.

WEST PAUGUS INTERCI

NORTH MAIN STREET PUMPINI

LAYOUT, GRADING & PLANTIN

WHITMAN & HOWAR

ENGINEERS AND ARCHITE

45 WILLIAM ST WELLESLE

"°#" [ *"s suows

""c"r I"*aw.z � � FEE I � a"as ls«r

CONT

co i I

ROOM

SERVICE S NK

50'. 9 "

PUMP ROOM UPPER LEVEL

i I i]cccr xis* 'I LEEYE

��--'_�< ,l �l.,"�•=ea-==A"-,___=___J

1 M o

� I � 4

J 2 0

FIRST FLOOR PLAN

ROOM FINISH SCHEDULE

FLOOR WALLS

_ BASE]

CEILING

I MATERIAL [FINISH]MATERIAL [FINISH]" ' [ MATERI A L [FINISH

Zo

AUTION

RE55UR!

z\T/z Poth6LE � A5z:* WATER

PRESSURE SENSITIVE

682-5

BACKING

-RED

YELL0w

� 22//Z/ ] Yutow.sts:Ps

IG*! TO PE MOUN'.ID &90VE

EACH FIRE E,T:;4GU:SHE7.

' � PEQU ED

ROOp PLAN

8" <1'-6"

ABBREVIATION>

SYMBOLS

LOUVER & FRAME

OPEN!NG

/_ I0 \ DETAIL NUMBER

A-4/ DRAWING WHERE

DETAIL IS DRAWN

DETAIL

ALUM

8MS

BR

CONG

G. J

CL.

CRS

DE T.

DIM

DIsP.

DN

D'WG

EL.

EQ. SP

FIN FL �

F D

GALV. �

GL PAINT �

4V.

HVAc

u. � L. P

MO

0 5ECT10�::1JW.MR.

L -r-:;-: Dll..1.WINGWM;.ltl

#** SECTION 15 DRAWN

SECTION

ALUMINUM

5AMS

BE1CK

CONCRETE

CONTROL JOINT

CLEAR.

couRSES

DETAILS

DIMENSION

Di6PEN5OR, DOWN

DRAWING

ELEVATION

EQUAL SPACES

FINISH FL0OR

FL0OR DRAIN

GALVANIZE

GLAZED PAINT

HEIGHT

4oLLOWVET-

HEATING, YENTILAT ING , AIR C0NDITIONING

MIGM POINT

Low POINT

MASONRY CPENING

MANU

Lo

0. �

0P'NG

a P. M

PI

R

RM

R D

RECEPT

ST2UcT

SPECS

sEcT

� OPENING

P'.ATE

PRESSED METAL

PIMT

R:SER

Ro0M

ROOF DRAIN

ICEPTICLE

STRUCTURAL

SPECIFICATIONS

SECTION

TREAD

7µk

RECORD PLAN

NEW HAMPSHIRE WATER SUPPLY AND

POLLUTION CONTROL COMMISSION

WEST PAUGUS INTERC

WINNIPESAUKEE WATER POLLUTION

ABATEMENT PROGRAM

PROJECT NO. C-33O2O6-O1

NORTH MAIN STREET PUMPING

FIRST FLOOR AND ROOF

E

F s e e

-_E - -

� : " JJ � � �

es ErX2Ge

D� MVLH

LE

MMETRICA_� COMPILED

B*

COL-EAST.INC.

MS 8

DATE:

I-E NO

NOP'w00D MASS.

CE�. I974

4 64

WEEAOE

4'* 1"

1TEMrkA ET C2NsTKUCTON ' sees-e k s

EASEMENT �

EAS

Txet unE

UCTURES. PAVEMENT,

fLANTNe fAH- Ue A5K

KreA 5CT12N* KAIL9A? CR0ING � 6A.E j4#1-0'

GENEKAL OT6e

f. 1'He l,,l�l ;df Wdf/£� .,1,-JS' �rlAL,.v t;,i;:'.

es ± " 4--6Ea 2Es"F At-2Ee2gs"

? PR/voe A Mo0A KAN9ITI2N wHEN AP)0INT me 20P0982 ROA > ��veM�NI 'NIT'H HE EXmMNc FAA AVeMeNT

1'= 4' kFek'Z" 620 - eKiTri o\To# (2' vE*« 9 Propose PoT EE/ATP

- - -- 'Ko[09P NT)R � �/"'N61' IA?4"'iilPN

PRoP>CP 1KEE LINE © eeoPe>to FEE>

O AI/TING 1FEE >

- Peete HA4.INK # ENoE

Huie -eu= -. cne �

" RECORD PLAN

NEW HAMPSHIRE WATER SUPPLY ANO WEST PAUGUS INTERCE

POLLUTION CONTROL COMMISSION

WINNIPESAUKEE WATER POLLUTION PAUGUS PARK PUMPING S1

AB ATE MENT PROGRAM

INTERVAL) LAYOUT, GRADING, PLANT

PROJECT NO. C-330206-01 PLAN AND DETAILS

WHITMAN 8 HOWA!

As6 ENGINEERS AND ARCMT

� � �� � � 89 BROAD ST. BOSTC

EE( »on. 1*} DESIGNED BY [ sciut As sucww ] � 2 ���e/ D..S

Cvsee i 9/a/ � �� �'-,sn��� · DA AwN BY ] rrmovcp m/ N O DESCRIP TION D ATE D.L.S 8"a1 CHECKED BY [ 2-4 I seer . REVISIONS E R .C .

tu 5i200f �

STA I R NO. �

� � 502 0o#

STA I R NO 2

EL 484,00

S E C T I O N A-?

EL 502 00

14 Te 9% * 1 l

S E C T I O N Ia-:

4' � - o'

SECTION 4 � l '

0O v � � i , : � I s i

I 3] � � j i ol �

STAIR NO. 3

R E MOVABL E

12 ALUM. PIPE RAILING POST.

1 ALUM.PIPE RAILING POST

l NON· SHR\NK! NG aR.oUT

2%sLEEVE I - 1 r . .•

. . · 1 1 -. • • I nl_ j

F I X E D

Is'♦ ALUM. PIPE RAIL ¢ P0ST

R E MOVABLE H A N D R A I L Z 9oC:.1.Lf ?," <o.l'•O•' es' * k?9"""** COVER R WELD TO

PIPE PLUG

I i ♦ PiPE PLuG

FLOOR PLUG FOR REMOVABLE POST 5

G AT E D E T A \ L

A-7

%'ALuM � WELDED TO POST

4'x 6" TREATED WEcD BLOCK; NA � •

? FELT STRIPE SET 1L PITCH OVER FLA:IGE

sy e u sror pat ", 7[GLET vFTAL CO" XTER FLASH'kG u i A

D E TA I L � �

1%"= 1-o" A-I

- v±Pce BAER.IE: 2 I

2°*""°ig'··a-.. ..sq

% ALUM R WELDED T0 POST

ALUM STRINGER �

NEW HAMPSHIRE WATER SUPPLY AND

POLLUTION CONTROL COMMISSION

WINNIPESAUKEE WATER POLLUTION

ABATEMENT PROGRAM

PROJECT NO. C-330206-01

*o

R O O F D R A I N D E T.

i7 To )

I6 bZ LEAD- COATE> COPPE#. PLASHING

� � sE: FL ANGE

- ASBESTOS FLA54NG

•; ,-l��F(l.i '",Pl,.'{ IN FLASHING CEMENT � / I / (a e: ,_-: ·llt �Ocr.!t-lCi i [ I ! &: LATIoN inc-ru J i:· � • Ji [

1, 1 . 1 •••

RECORD PL/.. :

W E S T PAU G U S I NT E RC I

PAUGUS PARK PUM PING S"

STAIRS, RAILINGS, 8 ROOF DET

WHITMAN & HOWARI

ENGINEERS AND ARCHITE

45 WILLIAM ST WELLESLEY

DESIGNED BY ] as NoTED I' R W H DRAWN BY [ APPmovcb

NO DESCRIP TION DA T E

%204./

N L Z REVI SIONS CHECKED BY [ °"i3 ] s«er R W H

CONTRAC

k_

Mofe:

/ For special cona/ions & requiremen#s relating fo struc ture ercavaton a bock/ see Spec/jcarons , Sec/ion ?6, 2� el rhea/or Zs �� 1 .8.5 Con/ai'/ Undergrown

Tc.

R VISIONS

IK PIPE

PKoRED EATUMIND)> cMCEETE PAVEMENT

L I M I T of Work

0 I I

RECORD PLAI

M AIDEN L A DY COVE PUMPING

N EW HAMPS H I R E WAT E R S U P

P O L L U T I O N CONT R O L COM M I

S IT E LAYOUT AND GRADING

WHITMAN & HOW#

ENGINEERS AND ARCH

45 WILLIAM ST WELLES

l

52l.0 4 L

EAST E L E VATION

' =-o"

( L U M . GRAVEL sToP

EL sToP

L e:' F!:L7 !,TRIPS SET JN PITCH

OVER FLANGE

I

GRAVEL STOP DET.

r FLA!ii-fG. CI..A.MP-

I .FLASHING

TAPERED INSULATION

T UP ROOF'G.

OR BARRIER

I

£ · . 1

R9or DRAIN DET() � ' . r° �

W E ST E L E VATION

INSULATED

FIN. IsT FL.

LEY. s?z. oc

� FxHAU5T 1PE

LEV.JETERMIUED

IE□ � so

(FN. GEAE

DET. OF RECESSED BICK.

I /2 " = 1 '- � "

�t',Rl(;i.,:, s1-11;:u: ELEV. 51$.33' µA

HEAD

NORTH ELEVAT ION

( ALUM. GRAVEL STOP

• 4 L-3

(E2 (3)

� . . .. .. . . 2--

SOUTH ELEVAT ION

4' = 1'-o"

SEALANT

541M

I III

L. "sis'I

H E AD

•:8 � 5HIM

\ WOVl?N META!.. oTH S 1 L l ism FL. cu $22 .°2

• l

S E CT I

3/4 ' • I 0

� ·Uo Ot.. !..EAO, COIITCO mr7COP P IH! l=LASl,l lN(i-

- ROOFING AGGRE GATE

-ASBESTOS FLASHING SHEET

I 5 * FELT (3 PL1)

- BUILT-UP EoOpING

E SHEET 45"

� LAT1 OD

TE I ��

1 •

S E C T

JI\EEHEH4. veo BaeeiER(2 riv) ' = I'-o"

L ·4l2Hl \ 4 °+] cosc. eoo= pEcc

NAILE

V E N T STAC K DET.

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