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Solar Energy constantly climbing. How much remains of
each, experts can only guess. But there is one
The Practical Way To undeniable fact. We must locate alternative
sources of energy.
Americans are turning to the sun.
Cut Conventional
Solar energy is clean, safe, and abundant.
Hot Water Costs With the Reynolds Aluminum Solar Hot Water
System, it offers significant fuel dollar savings
over conventional gas or electric hot water
The sun. Our primary source of energy. systems.
Today we are still using the solar energy Hot water production for an average
stored millions of years ago in fossil fuels like American family can account for 20 to 40
coal, gas, and oil. percent of the monthly utility bill. As utility rates
But now these fuels are being used up at climb higher and higher, your savings will
record-breaking rates. And their prices are continue to increase.
y a
y
4 .
r
F t.
y
{
erti
n
How to save money
using hot water
heated by the sun.
REYNOLDS ALUMINUM
Solar Systems
FIGURE 3. FIGURE 4.
1402,1452 1502,1552
COLLECTOR EFFICIENCY COLLECTOR EFFICIENCY
DATA DEVELOPED BY DATA DEVELOPED BY
70 APPROVED ENGINEERING TEST LABORATORIES 70 APPROVED ENGINEERING TEST LABORATORIES
60 Fate, 60
a o
,0 50 50 kL
a a ate
y
N
40 40
T T
U U
C C
N �
w 30 "- 30
`w w
0 0
U U
°2 20
o Efficiency Equations: 20
U Water(Shown) :N - .675 - .905 Tin-Tam b Btu \ v Efficiency Equations Tin Tamb/ ew
I F-hr-n2 Water(Shown) N = .677 - 1.333 k y
1 F-h,-»
Prestone II/Water: N - .667 - .940 Tin-Tam b Btu Prestone II/Water: N = .699 - 1.285 Tin-Tam b( Btu
10- 1 VF hr 1p I F-hr-ft
0 p
0 .05 .10 .15 .20 .25 .30 0 .05 .10 .15 .20 .25 .30
Tin-Tamb °F-hr-ft2 Tin-Tamb °F-hr-ft2
I Btu I Btu
WARNING
October 15,1979
USE OF COPPER OR GALVANIZED TRANSPORT LINES AND COPPER
HEAT EXCHANGERS ARE PROHIBITED AND VOIDS THE REYNOLDS
WARRANTY. Only aluminum, black iron or an acceptable high tem-
perature plastic tubing can be used for transport lines with Reynolds
collectors and the aluminum side of the Reynolds heat exchanger.Use
of additional brass fittings should be kept to an absolute minimum.
If any dissimilar metal connections to aluminum are used,they must
be electrically isolated.
This publication supersedes all prior editions. To insure that the in-
formation contained herein has not become obsolete,please contact
Reynolds Metals Company for any updated information.
Due to product improvements and other factors, specifications and
details are subject to change without notice.
Adv.No.790-1-6(3-180) Printed in U.S.A.
TABLE in 8.3 Water-Antifreeze Solution
RECOMMENDED FLOW RATES IN REYNOLDS COLLECTORS 8.3.1 Antifreeze
8.3.1.1 Type— Ethylene glycol base
Flow—GPM 8.3.1.2 Commercial Identification — Prestone II
Models 1402, Models 1452, 8.3.2 Solution Composition — 1:1 by volume.
1502 1552
Specific Heat Collectors Collectors
Fluid Capacity in in
BTU/Ibm/°F Series Series
(100°F) 1 2 3 1 2
Inhibited Water...... .997 .9 1.8 2.5 1.3 2.5
Ethylene Glycol
Antifreeze/Water.. .82 1.0 2.0 2.5 1.5 2.5
1:1 by volume 13 FIGURE 1.
IMPORTANT — Maximum recommended fluid velocity through the PRESSURE HEAD LOSS IN
Y 9 MODELS 1402,1502
Reynolds Aluminum Solar Collector 4'/second.A flow rate of 1.0 gpm t2 REYNOLDS SOLAR COLLECTORS
in the RMC solar collectors corresponds to a velocity of approximately
1.6 fps. 11
Friction head loss through the Reynolds Aluminum Solar Collector
using water/NALCO 2755 and water/antifreeze solution are shown in 10
Figures 1 and 2.
Fn 9
IL
8
p \J�e
o 7 Jo
8.Transport Fluid W o+
8.1 Types — Inhibited water or water =
w 6
antifreeze solution � ya` awe
8.2 Inhibited Water can) 5 etie� `ed�
8.2.1 Inhibitor Description a
8.2.1.1 Commercial Identification — NALCO 2755 4 Go\�a
8.2.1.2 Color— Blue Green 3
8.2.1.3 Specific Gravity — 1.135 @ 60°F
8.2.1.4 Weight per Gallon —9.46#lb @ 60°F 2
8.2.1.5 Freezing Point —0°F 1
8.2.1.6 Freeze-Thaw Recovery—Complete
8.2.1.7 Solubility—Completely soluble in water 0
in all proportions ° i 2 3
8.2.1.8 pH neat — 11.8 FLOW RATE,GPM
8.2.2 Recommended Dosage
8.2.2.1 Start-up—4 oz/gal of water
8.2.2.2 Make up water—4 oz/gal of water when
hard water is used
8.2.2.3 Each Year— Add 2 oz/gal of solution 13 PRESSURE HEAD LOSS IN
8.2.3 Storage MODELS 1452,1552
12
8.2.3.1 Storage life— 1 year REYNOLDS SOLAR COLLECTORS
8.2.3.2 Freezing — Roll drum to remix after 11
complete thawing.
8.2.4 Health Hazards 10
8.2.4.1 General — Handle as an alkali.Avoid contact a s _Qjo
with eyes,nose,and skin.Do not take
internally. (n 8
8.2.4.2 Precautions—Wear rubber gloves and safety °
goggles. ° 7
8.2.4.3 Effects of overexposure— Eye contact will z
cause transient conjunctivitis.Skin contact w 6 \ate
with large amounts can cause swelling and
severe redness. w 5-
8.2.4.4 Treatment — a 4
Eyes— Flush with water for 15 min.
Call a physician. 3
Skin —Wash with plenty of water.
Ingestion — Induce vomiting.Give water. 2
OW Call a physician.
1
Inhalation —Treat symptomatically.
8.2.5 Spill or Leak Procedures — Flush with ample 0
water or contain with absorbent material. No 0 1 2 3
special water disposal method. FLOW RATE,GPM
TABLE
DIMENSIONS&WEIGHTS(1)
MODEL NUMBER 1402 1452 1502 1552
A 7' -11-3/4" 11' - 11-3/4" 7' -11-314" 11' -11-3/4"
B 3' -11-3/4" 3' - 11-3/4" 3' -11-3/4" 3' -11.3/4"
C 4" 4" 3-318" 3-318"
D 2"Min. 2" Min. 2" Min. 2"Min.
E 4-29/64' 4-29/64" 4-29/64" 4-29/64"
F 3' -2-27/32" 3' -2-27/32" 3' -2-27132" 3' -2-27/32"
G 2-1116" 2-1116" 1-7/8" 1-718"
Weight in lb.dry 70 104 64 95
Weight in lb.wet(water) 76 112 70 103
Area,Aperature ft2 28.5 42.8 28.5 42.8
Area,Gross Frontal ft2 31.8 47.7 31.8 47.7
Tube Length,Inlet to Outlet 63' -1-1/2" 95' -1-112" 63' - 1-112" 95' -1-112"
Tube Area,Internal .200 in2 .200 in2 .200 in2 .200 in2
Tube Wall Thickness .060" .060" .060" .060"
(1)Standard Construction Tolerances Apply
4.Absorptive Coating 7. Collector Hydraulics
4.1 Type - Siliconized polyester paint 7.1 Quantity of Fluid per Collector-
4.2 Commercial Identification - Model 1402, 1502 .66 gal.
Polyester lusterless paint in hondo black Model 1452, 1552 .99 gal.
polyceram 410, thermo setting 7.2 Recommended Flow Rate - See Table III
4.3 Coating Thickness - 7.3 Pressure Losses - See Figures 1 &2.
.001 in Nominal
.0008 in Minimum TABLE II
(Absorber side only)
4.4 Absorptivity at Solar Spectrum -96%
4.5 Emissivity at Infrared Spectrum -88% , I
4.6 Outgassing Coating Weight Loss at
350°F and 72 hrs- 15% l
5. Insulation
5.1 Type- Foam with reflective aluminum foil '
vapor barrier
5.2 Commercial Identification - ; I
Celotex Corp.
THERMAX INSULATION BOARD
ISOCYANURATE Class 1
Metal building insulation
T F 600
5.3 Outgassing Temperature- 250°F
5.4 Gas Given Off- FREON XL
5.5 Flame Spread Rating - 25
<X,�
5.6 Vapor Barrier
5.6.1 Exterior - .0015 in.,White stucco embossed
aluminum foil DISTANCE"X"BETWEEN STAND SUPPORTS,5.6.2 Interior - .0015 In. Aluminum foil WITH COLLECTOR CENTERED ON STANDS
5.7 Physical Properties of Foam "X" UNIFORM LOAD IN LBS PER FT2
5.7.1 Density -2 Ib/ft3 nominal DISTANCE
5.7.2 Thermal Conductivity BETWEEN
y- K - STANDS, 1402 1452 1502 1552
.14 Btu/in/ft2/hr/°F (�(D75°F mean INCHES 8 f 12 ft 8 f 1 12 ft
6. Frame 144 5.4 .82
6.1 Type - Extruded aluminum 132 6.5 9.9
6.2 Materials 120 8.2 12.4
108 10.9 16.5
6.2.1 Commercial Identification -6063-T5 96 12.2 16.3 18.5 24.6
6.2.2 Density - .098#Ib/in3 84 16.3 31.4 24.8 47.5'
6.2.3 Specific Heat Capacity - .214 Btu/Ib/'F 72 24.5 21.8 37.1 33.0 AA4,
6.2.4 Thermal Conductivity at 77°F - 60 49.0` 16.0 74.3' 24.3
1390 Btu/in/hr/ft2/'F 48 49.0' 74.3'
6.2.5 Finish - Painted bronze(Mill finish optional) 36 31.4 47.5
6.3 Structural Load Limitations - See Table 11. 'Optimum Spacing
79-1
rk
Technical Information
Reynolds Aluminum Solar Systems
Technical Data Sheet
Solar Collectors —
Models 1402, 1452, 1502, 1552
1. General Specifications 2.1.12 Hail —Withstood 1-1/4" dia.ice spheres fired
1.1. Type— Flat plate, liquid at over 100 Fps
1.2 Application Conditions 2.1.13 UV Resistance— Excellent
1.2.1 Maximum Operating Temperature—300°F 2.2 Inner Cover; Models 1402,1452
1.2.2 Maximum Operating Pressure— 125 psig 2.2.1 Type— Plastic film
1.2.3 Maximum No-Flow Temperature—400°F 2.2.2 Composition — F E P
1.2.4 Maximum No-Flow Pressure— 150 psig 2.2.3 Commercial Identification —
1.2.5 Design Combined Wind,Snow Load —30psf TEFLON F E P 100 A
(See installation manual) 2.2.4 Transmissivity—96%
1.3 Dimensions—Table 1 2.2.5 Reflectivity—2%
1.4 Weights—Table 1 2.2.6 Film Thickness— .001 in.
2.2.7 Density— 134#/ft3
2. Glazings 2.2.8 Maximum Service Temperature—400°F
2.1 Outer Cover;All Models 2.2.9 Tensile Modulus —70,000 psi
2.1.1 Type— Plastic film 2.2.10 Ultimate Tensile Strength — 3,000 psi
2.1.2 Composition — Polyester 2.2.11 Tear Strength — Initial(Graves)270 g/mil;
2.1.3 Commercial Identification — Propagating(Elmendorf)125 g
Martin Weatherable UV-X 2.2.12 Impact Strength — 2 kg-cm/mil
2.1.4 Visible Spectrum Transmissivity— 88-90% 2.2.13 Flammability— Non-burning
2.1.5 Film Thickness— .007 in.
2.1.6 Service Temperature—-75'F to 350'F 3. Absorber Plate
2.1.7 Ultimate Tensile Strength —25,000 psi 3.1 Type — Extruded aluminum fin tube
2.1.8 Tear Strength —20 grams/mil 3.2 Material
2.1.9 Impact Strength —6.0 kg-cm/mil 3.2.1 Commercial Identification —
2.1.10 Tensile Modulus—550,000 psi High purity aluminum
2.1.11 Flammability —Self extinguishing 3.2.2 Thermal Conductivity at 77'F—
1509 Btu/in/hr/ft2/°F
thermal plastic 3.2.3 Specific Heat Capacity — .214 Btu/Ib/°F
3.2.4 Average Coefficient of Thermal Expansion at
76°F to 392°F— 13 x 10-6in/in/°F
3.2.5 Density — .098 Ib/in3
C 3.2.6 Specific Gravity— 2.70
D 3.3 Size
3.3.1 Tube Inner Diameter—0.505 in.
A— 3.3.2 Tube Wall Thickness —0.060 in.
1 3.3.3 Fin Thickness—0.050 in.
3.3.4 Width of Absorber(Assembled)— 44.85 in.
T— 3.3.5 Length of Absorber(Assembled excluding
inlet&outlet)
Model 1402, 1502 92-3/8 in.
B F Model 1452, 1552 140-3/8 in.
3.3.6 Area of Absorber(Assembled)
Model 1402, 1502 28.8 ft2
E Model 1452, 1552 43.7 ft2
YIIL ZONING •
DISTRICT
FRONT YARD
SIDE YARD SIDE YARD
REAR YARD
IX. SITE OR PLOT
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-- ��_WI�` __ s:W-6Iv'.=..5••3:111(
NOTES and Data — (For department use)
rz
I
IV. IDENTIFICATION — To be completed by all applicants
Name Mailing address — Number, street, city, and State ~ZI'P code Tel. No.
1. J .3• �st,G�t 4
Owner or A"'L
Lessee 7431
Builder's
2. License No. -
Contractor
i
3.
Architect or
Engineer
I hereby certify that the proposed work is authorized by the owner of record and that I have been authorized by the owner to
make this application as his authorized agent and we agree to conform to all applicable laws of this jurisdiction.
Signature of applicant' Address Application dote
DO NO WRITE BELOW THIS LINE
V. PLAN REVIEW RECORD — For office use
Plans Review Required Check Plan Review Date Plans By Date Plans By Notes
Fee Started Approved
BUILDING $
PLUMBING $
MECHANICAL $
ELECTRICAL Is
OTHER
VI. ADDITIONAL PERMITS REQUIRED OR OTHER JURISDICTION APPROVALS
Permit or A roval Check
Date Number B Permit or Approval Check Date Number PP Obtained y pP N b By
y
BOILER PLUMBING
CURB OR SIDEWALK CUT ROOFING
ELEVATOR SEWER
ELECTRICAL SIGN OR BILLBOARD
FURNACE STREET GRADES
GRADING USE OF PUBLIC AREAS
OIL BURNER WRECKING
OTHER OTHER
VII. VALIDATION
Building / FOR DEPARTMENT USE ONLY
Permit number L
Bui Iding.
Permit issued l '/ �i���- 19 Use Group
Building Fire Grading
Permit Fee �
Live Loading
Certificate of Occupancy $ Occupancy Load
Approved by: ---�
Drain Tile
�vk�►��c-� � ( ;��� tom.-�,�
Plan Review Fee $ !
TITLE
CITY OF NORTHAMPTON
MASSACHUSETTS
$ OFFICE of the INSPECTOR of BUILDINGS
Page - Plot APPLICATION FOR
INSPECTOR ZONING PERMIT AND
BUILDING PERMIT
z
IMPORTANT — Applicant to complete all items in sections: I, It, III, IV, and IX. J( fns O
I.
ZONING
AT (LOCATION)Jo � /t.rr��n.'. � "C--'' D STR C Jl) I
LOCATION (NOO ( TREET)
OF BETWEEN AND
BUILDING (CROSS STREET) (CROSS STREET)
LOT
SUBDIVISION LOT BLOCK SIZE
V1
II. TYPE AND COST OF BUILDING — All applicants complete Parts A — D
A. TYPE OF IMPROVEMENT D. PROPOSED USE — For"Wrecking" most recent use M
m
1 ❑ New building Residential Nonresidential
2 ❑ Addition(If residential, enter number 12 One family 18 ❑ Amusement, recreational
of new housing units added, if any,
in Part D, 13) 13 ❑ Two or more family - Enter 19 ❑ Church, other religious
3 Alteration (See 2 above)
number of units- - - - -> 20 ❑ Industrial
❑
14 ❑ Transient hotel, motel, 21 ❑ Parking garage
4 ❑ Repair, replacement or dormitory - Enter number
5 ❑ Wrecking (If multifamily residential, of units ------- - -� 22 ❑ Service station, repair garage
enter number of units in building in 15 ❑ Garage 23 ❑ Hospital, institutional
Part D, 13) ❑
16 Carport 24 ❑ Office, bank, professional
6 ❑ Moving (relocation)
17 Other - Specify1��� �'' °� � 25 ❑ Public utility
7 ❑ Foundation only / 26 ❑ School, library, other educational
B. OWNERSHIP � �s LA_( ii rd� 27 E] Stores, mercantile
8 ❑ Private (individual, corporation, 26 ❑ Tanks, towers
nonprofit institution, etc.) 4L 2 -40u gyp' 29 ❑ Other - Specify
9 ❑ Public (Federal, State, or
local government)
C. COST (Omit cents) Nonresidential - Describe in detail proposed use of buildings, e.g., food
processing plant, machine shop, laundry building at hospital, elementary
10. Cost of improvement•••••••••.••,.•• IS-1f,10 school, secondary school, college, parochial school, parking garage for,
department store, rental office building, office building at industrial plant.
To be installed but not included If use of existing building is being changed, enter proposed use.
in the above cost
a. Electrical.....................
b. Plumbing .....................
c. Heating, air conditioning..........
d. Other(elevator, etc.)............. C
11. TOTAL COST OF IMPROVEMENT $
III. SELECTED CHARACTERISTICS OF BUILDING — For new buildings and additions, complete Parts E — L;
for wrecking, complete only Part J, for all others skip to IV.
E. PRINCIPAL TYPE OF FRAME G. TYPE OF SEWAGE DISPOSAL J. DIMENSIONS
30❑ Masonry (wall bearing) 40 ❑ Public or private company 48. Number of stories..............
31 Wood frame 41 ❑ Private (septic tank, etc.) 49. Total square feet of floor area,
all floors, based on exterior
32 ❑ Structural steel dimensions .....................
33 ❑ Reinforced concrete H. TYPE OF WATER SUPPLY
34 ❑ Other - Specify 42 ❑ Public or private company 50. Total land ores, sq. ft. ..........
43 ❑ Private (well, cistern) K. NUMBER OF OFF-STREET
PARKING SPACES
51. Enclosed .......................
F. PRINCIPAL TYPE OF HEATING FUEL I. TYPE OF MECHANICAL
35 ❑ Gas Will there be central air 52. Outdoors........................
36 L_ Oil conditioning? L. RESIDENTIAL BUILDINGS ONLY
37 L_1 Electricity 44 [ ] Yes 45 No 53. Number of bedrooms..............
38 ❑ Coal
39 Other - Specify Will there be on elevator? Full..........
_ 54. Number of
46 Yes 47 ❑ No bathrooms
Partial.......
)epartment of Building Inspections ,
?12 Main Street BUILDING Z0
4orthampton, Mass.« 0 0 O< ��a� • C�C�
a.
PERMIT
29 " 287 VALIDATION
T� October 18, 1 83 PERMIT NO. 613
Reynolds Aluminum Bud 1 o. ADDRESS iver a e St. , W. Springfield 030739
APPLICANT
(NO.) (STREET) ICONTR'S LICENSEI
OF
Solar Hot ?rater System One Family NUMBBERNG UNITS
PERMIT TO (_) STORY
(TYPE OF IMPROVEMENT) NO. (PROPOSED USE)
IM 36 xxXXININ M IN 1I4 M Pencasal Drive ZONING URA
AT (LOCATION) DISTRICT
(NO.) (STREET)
BETWEEN AND
(CROSS STREET) (CROSS STREET)
LOT
SUBDIVISION LOT BLOCK SIZE
2 Collectors
XEklrl6WIS TO BE 4 FT. WIDE BY 8 FT. LONG BY FT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION
TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION
(TYPE)
REMARKS. permit for the installation of a Solar Hot Water System
VOLUME 2 collectors 32 sq. f t.each. ESTIMATED COST $ 5.800.00 PERMIT 24.00
(CUBIC/SQUARE FEET)
OWNER _Ronald n & Diane Heraux
BUI P
ADDRESS 3f Dell"Sal Drive, Florence - BY 41 61
WHITE — FILE COPY . GREEN — FIELD COPY • CANARY - APPLICANT COPY • PINK - ASSESSORS COPY