RC-10-824 w 1 k+-k No PA-re-nSV �
Miami Shores M
Village ° , 112°10
�
Building Department 1311. . .... ... .
10050 N.E.2nd Avenue,Miami Shores,Florida 33138
Tel: (305)795.2204 Fax:(305)756.8972
BUILDING Permit No. gOo-M4
PERMIT APPLICATION Master Permit No.
FBC 2004
Permit Type(circle)• Building Roofing NOT ;�
Owner's Name(Fee Simple it eholder) Phone# S I V `P;1
/ �V7 `�
Owner's Address ql�/,-7 DJW- Q
City_M k AYIA C l'yk*fse r State IF L Zip ?✓- .313g
Tenant/Lessee Name , I Phone#
`J
Job Address(where the work is being done) q97 Y `
City Miami Shores Villa e County Miami-Dade miw Zip
FOLIO/PARCEL# 11 ?,ZO Zz+D
Is Building Historically Designated YES
/J
Contractor's Company Name sed 3 1,� z- Phone# '3S4 w; q Z(
Contractor's Address
City_ �" \-0L/.it,Jq-iA C1 e State f— t— Zip
Qualifier Name t o ++ Phone#
State Certificate or Registration No. Certificate of Competency No. eQ��
Architect/Engineer's Name(if applicable) Phone#
Value of Work For this Permit$ Z� ( 5- G9'7 • Square/Linear Footage Of Work:
Type of Work: DAddition DAlteration ❑New Repair/Replace ❑Demolition
Describe Work: :3)t+1-U
Submittal Fee$ Permit Fee$ CCF$ CO/CC
Notary$ Training/Education Fee$ Technology Fee$
Scanning$ Radon$ DPBR$ Zoning$
Bond$ Code Enforcement$ ouble Fee
Structural Review.$ Total Fee Now Due$
See Reverse side->
f
Bonding;Company's`dame(if anplicable} —
Bonding Company's Address
City State _ Zip
Mortgage Lender's Name(if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING, SIGNS,
WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,
CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT. d
Notice to Applicant: As a condition to the issuance of a l zdlding permit with an estimated value exceeding$2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature Signature �>Is
Owner or Agent Contractor
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this_
day of ,20_,by )L4�QT GgA4 ,-Tff- day of ,20—,by ,�-
who is personally known to me or who has produced _ w is personally known to me or o has produced
m
As identification and who did take oath as identif ation W who did Pake an.
NOTARY PUBLIC: NOTARY PUBLIC: y, Slued
RAY COMMISSM t RAY 77627®
EVM ate EXPM June 24,201
nw,WWV
Sign: �� Sign:
Print:.--. Print.
My Commission Expires: My Commission Expires:
APPLICATION APPROVED BY: Plans Examiner
Engineer
/Q Zoning
(Revised 02/08/06)
Miami Shores Village
Building Department
10050 N.E. 2nd Avenue, Miami Shores, FI 33138
Tel: 305-795-2204 Fax: 305-756-8972
9/5/2014
Owner: CURRENT
987 NE 96 ST, MIAMI SHORES, FL 33138
RE: Process No. RC10-824
Address: 987 NE 96 ST, Miami Shores, FL 33138
Dear Owner,
Our records indicate that the above referenced permit has expired without obtaining the
proper permit approval. In order to serve you better, we need to keep our files up to date.
As per section 105.3.2 of the Florida Building Code, "An application for a permit for any proposed
work shall be deemed to have been abandoned 180 days after the date of filing, unless such application
has been pursued in good faith or a permit has been issued".
Please be advised that open permits will hinder your ability to refinance or sell this property.
Please contact the Building Department,within 15 days of receipt of this letter in order to
take care of this matter.
Sincerely,
Ismael Naranjo, CBO
Building Department Director
305-795-2204
FLORIDA SOLAR ENERGY CENTER
1679 CLEARLAKE ROAD, COCOA, FLORIDA 32922-5703 (321) 638-1000
Ap
proved Solar Ener rn
FSEC # S9022 Approval Date: DEC 19-91
Revision Date: NOV 2006
DISTRIBUTOR SYSTEM
Solar World, Inc. OPV-80-40
4305 W. Alva Street
Tampa, Florida 33614-7636
This system was evaluated by the Florida Solar Energy Center (FSECI in accordance with the Florida
Standards Program For Solar Domestic Water and Pool Heating Systems (FSEC-GP-7-80) and was found
to meet the minimum standards established by FSEC.
North South/Central
The calculated Florida Energy Factors for this system are: 3.2 3.5
Description
Collector Manufacturer Model number Units Total Rating (Btu)
1. Alternate Energy Tech. AE-40 1 .
34,400
2.
4.
Tank Manufacturer I�foclei illurnd�er C�pa�itp (gall Type; Direct
1. American Water Heater SE62-1198-045�,aYj!-. go
2.
3.
4.
Pump Manufacturer Model Number power Draw ('Waits) stated Power _-
1. March 809-BR-24 48 11100 H.P.
2.
S.
4.
Controller Manufacturer Model Number Type: Photovoltaic
1. Solar ex SX10 or MSCID
2. t3P SX10U t
3. Siemens 10
4. Yingli 10
5. Unlsolaf 10
Freeze Protection, —
1. Manual drain down
2. Freeze protection valve _
Other Major Components —
1. Freeze prevention valve
2.
If further information is required you may contact the Florida Solar Energy Center at the above addrese,
SOLENE ANGLE MOUNT COLLECTORS SHALL SOLENE BRAND
BRACKET W/ %- ST STL NOT BE INSTALLED INNER COLLECTOR 3"X3"X1fi" THK 3" L 6063T6
BOLT WITH NUT AND WASHER ZONES" AS SHOWN o(GRAM ALUM SQRTB WITH }"OXke"�
T`F 'L PLCS PER SIDE) TILT EXTENSION LEGS .�
MANUFACTURED FROM _ �_ THK 2 � L ALI.l9 TUBE _ _
1-1/2-X2-1/2"X1/8" THK X 3' INSERT BOTH AN
LONG ANODIZED AL 6063T6 �r
CHANNEL SOLENE 8
SOLENE TILT COLLECTU _ c
EXTENSION LEGS TO BE MOUNT BRACKET z
FA TOGETHER WITH TWO W/ LAG BOLT AS RIDGE
%" S OLT WITH NUTS SHOWN BELOW n
AND W NSTALLED (TYP 2 PLCS) S STAND OFF ,�S S
WHERE NEEDE MAINTAIN o Q SCALE: NTS
DESIRED PPANEL ATION
HIP ROOF' ENO
CONDITION
SOLENE BRAND
ROOF' ZONE 3 LONG SION SOLENE I
TILT MOUNT MANUFACTURED FROM 1-1/2"X2-1/2-X CORNERS L END ROOF SOLENE COLLECT(
1/8- THK 3-1/2- LONG ANODIZED AL 606376 CHANNEL TILT MOUNT
FASTEN TO TILT LEG W/ 1/2' STSTL BOLT W/ NUT & HIP ROOF GENERAL CONDITION BRACKET
CONDITION ROOF CONER ZON,LL BE 10 PERCENT
WASHER OF SHORT DIMENf BUILDING. OR 40
PLAN OF COLLECTORS PERCENT OF MEAAF HEIGHT, OR 7 FT ROOF
-I EVER IS SMALLER. SHEATHING SOLENE
qL!7 SCALE: NTS ROOF LAY(f PLAN
ANGLE
7 SCALE: NTS MOUNT
OfF2AL NOTES BRACKI
1. COLLECTOR CONNECTIONS SHOWN HAVE BEEN DESIGNED TO RESIST WIND LOADS OUTUNED IN THE 2007 FLORIDA UG CODE,
AND 2009 SUPPLEMENT, CHAPTER 16 FOR 146 MPH EXPOSURE -C- WIND VELOCITY AND PER ASCE 7--05, CHAPTER 3R 146 MPH
EXPOSURE "C" WIND VELOCITY TYPICALLY.
2. LAG BOLT CAPACITIES AND EMBEDMENT$ ARE BASED UPON "NATIONAL DESIGN SPECIFICATION FOR STRESS GRADER AND 2x PT OR UNiSTRUT CONTINUOUS ALONG
FASTENINGS" AS PUBLISHED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION, PANEL FOR MOUNTING
W/ 1/2 ST S71 ALL—THRD ROD Wj NUT WOOD TRU$
3, ALL CONNEOTIONS ARE FOR ROOFS 0' TO 46' MAX SLOPE CONDITIONS. & WASHER EA END — PROVIDE "LOCTITE" SYSTEM #2
AT ALL NUTS. OR BETTER
4. ALL CONNECTORS ARE FOR MEAN ROOF HEIGHTS NOT TO EXCEED 30'-0".
5. APPLY ROOF GRADE SEALANT TO ALL CONTACT SURFACES.
MISSED TRUSS SOLENE
6. ALTERNATIVELY SOLENE ANGLE MOUNT BRACKET CAN BE FASTENED TO THE SOLENE COLLECTOR WITH EITHER (1) '-TL BOLT 7 BRAND SPANNER INSTALL
AND NUT. OR (2) Y4" SELF TAPPING SHEET METAL SCREWS. L_ SCALE: NTS
ENE TILT MOUNT
BRACKET AND STAND
SOLENE TILT SOLENE TILT MOUNT
SOLENE
MOUNT OFF ASSY SOLENE BRAND BRACKET AND STAND
MOUNT SOLENE BRAND ROOF BRACKET COLLECTOR WOOD TRUSS FF ASSY
3RACKET COLLECTOR SOLENE BRAVO ETE SYSTEM �2 SYP SOLENE BRAN
SHEATHING COLLECTOR LE OR BETTER COLLECTOR
SOLENE
ANGLE MOUNT SOLENE
BRACKET ANGLE M(
SOLENE SOLENE BRACKET
ROOF ANGLE MOUNT ANGLE MOUNT WOOD TRUSS
�� BRACKET SYSTEM
:ATHING ," BRACKET
,� BARR
3" OR BETTER SYP �-^ TILES
�4G ROOF
SHEA
SEE NOTE 3
LOCATE BETWEEN DIA STAINLESS
USSES AND NAIL 1/2" DIA TAINLESS 1/2" DIA STAINLESS S BOLTS AT EACH NOTE: CUT OUT OR REMOVE NOTE: CUT OUT OR REM
WITH 4 16D STL LAG BOLTS AT EACH STL LAG BOLTS AT EACH WOOD TRUSSgO�AND CONN TYP. TILE TO INSTALL STANDOFF 1/2" DIA STAINLES
SOLENE BRAND CONN TYP. SOLENE BRAND CONN TYP. #
°.S AT EACH END SYSTEM 2 SYP ASSY. THEN REINSTALL TILES STI- LAG BOLTS AT EACH TILE T INSTALL REINSTALL
OR BETTER AROUND MOUNTING SOLENE BRAND CONN
MISSED TRUSS SOLENE SHINGLE,/METAL HARDWARE ' AROUND HARDWARE
OUNTING
BRAND NALLER INST. BARREL TILE • RO -
„^ , BUILT UP R00� , FLAT TILE ROOF
-79 SCALE: 1-1/2 -1 -0 L-7 SCALE: L-7
SCALE: 1-1/2 -1 -0 �� SCALE: 1-1/2"=1'-0"
fA
.. .. . .a. % .: •..
s-_" . APPLICABLE CODE
SCOPE OFM%M* SOLAR MUTER HEATER: _ • M�14r. +:• • • • • tem MODeL sYSTEM COLLECTOR ROOF A MT 8
i °�TAtA710"1ORA806"""""'�`"�"Ttl'6 SWH DESIGNED FOR 150 MP EXPOSURE CATEGORY C ` �' � � �R20A W?�
MWALL TION ARASCLAR 0118—NM
BTAlO11ItD FLUBli 1W ROOF ALLEN OMAN
188CL 1rANtN R9.
LUTZ.FLORIDA 33648
• • • • • • • PK 613 660 7246
• • •• • • • •• Fx.868 307 9080
• • • 80LSON1®TAYVASAY.WLcaM
soler W4mw slwar Master ilk mem tswH)Ih + This drawing a1�1 the •• •:• : . P • :-;PRESSURE ZONE
engineering hereon establish the installation IequiremeMs for SWH equipment at buildings In
Florida 6o fee a ot less in height and at rod enghns from Rat w to 45 degrees.Per this pertiodar %,a = WIND ZONE
installation document,the Soler Wald SM solar panels may be Installed parallel to the mat \�
plane with hold downs flush on tap of the upper surface of do roof ceveit Or supy- d t! • : . ••• . COLLECTOR
achieve bettes solar collection.Super-devatlon k permitted only with the following stoulati ft:� • . 2Q q
a)no hlstallaUare Outside Of pressure ZOne t:b)standard. • ••
si4 M i Inch seH drIDirng.a�lniee • °cs MAY 1 I
steel,screws shell be substituted for the set screws which came with the nwnmtlngs4ft sla+k • e • 1 ROOPTRLta _
them in the slob extruded for the mounting dopa in the collector frames;Ta the madman ti{E uf/ • • 0 600 • 1 1 I +
x. /
leg length 00 be 24 inches.
L The Saler Wald svv}i collectors have passed Miami Testing Labs Wind Load Testing - - = 4A {
leA
of-102 PSF per ASTM E-330(MM.Foe Number 9S-1249).Thk engineer has evaluated the - ccs
installation component and hardware cur
Installation rently provided by Solar Word as OEM �OQ-
tlanta laand found them to meet the requirements of the Building Code
2004 with 2006 Supplement.There shell be no substitution of other vendor rnaterleis V
(other than the 014 by 1 Ina,.SS,self-drilling,screws specified above)without prior BOOP PENETRATION �O� 0� RCQP ooLLecTaaounaT
apprm of thisengineer tivu Solar world AAD PLA4Map
2. Plumbing shall be per Rgwa L Florida Plumbing Code shell be adhered to.Particular FRONT ELEVATION SECTION A ¢G Ann" "70p
attention shah be given to protection agabnt ave-prue and freezing-per Fulda °°°•+�-f4 " P'd ca
Mechanical Code,Chapter 14,and per AET/Solar World installation instructions.Tills O �eRocNE
drawing shows the"D*version plumbing.However,there aro Oliver variant y TAM A R L 33=9 T7R.
(photavohak pump.Indirect,and/or dra0rbadc)which,although r�sPedRally shown TAMPA. 19 9158
harem,ars covered by this sealed drawing-so long as Installed per AlErAolar World � � F c M 694 rAi
installation asuman. '!
3. This engineer has determined that the hold-down hardware and fastarers supplied MOUNTING:
by Soler world will withstand hurricane face winds up to and Including 150 mph 8--aced O�G
gust.The only remaining Venable of significance k the attachment of the hold downs to
the wwo"ng root system using OEM hardware.lags ddo'roof-Iliac sod raftersareJ -
accept"In pressure mite L only.Lags stain achieve a full gonia embedment of at
LAGGING: -BOLT: BLOCKING:
least 3.S Inches In the decking and underlyleg wood roof truss or thhu 36 sq Inch area . r
(min)4Inch by 4Inch(nominei)wood blocking on the underside of the roof sheeting. LAcit M NM TRUSS OR J43OLT IS ALLOWED IN ALL ALL THREAD THRL I BLOCKOU3 _ k! ': 1 i S f n(e S V i 118 g e
When haft Into a truss at rafter,installer must be eeefui to ensure that he hits it In the BLOCKM 16 ALLOWED ONLY t4 PRESSURE ZONES,ALL HE10-113 IS ALLOWED IN ALL \
center.Where this Is questionable.(entailer must use all thread or T bole method PZ1 AT 120 MPH WZ OR LESS,30 THRU en FEET AND WIND ZONES PRESSURE ZONES.ALL LU 1 1
described In e row paragraph. FT OR LESS MEAN ROOFTHRU 150 MPHHEtGKM THRU 80 FEET AND 4=P �I�;%��L) DATE W
4. Procedures to we when IRS hitting the center of truss or rafter cannot be assured. WIt4D ZONES THRU len MPH A ��
h7dver use a 3/8 inch(ndn)Y bolt grabbing the trnm/rafter or 3/8Inch diameter(min)all
thread rod pus standard fender&lock washers and mit the mv mh*na36 aquae inch 2 ;,v G DEPT / (�` O Q
inch thick(nominal-mai bloating on the underside of the roofsl Where btoddng V
method k used,iratailer shall apply a ge erom bend of Liquid fate LN-9D1(or equivalent ROOF INS' TALL�LTION DLL
or better)for minimum of i ft Wang the now joints Of the roof truss ad sheaft m each - D E P T
huts on hath
a'des of the bWddng-see gNo/2 xxe,vara Q T
5. Installer shall adhere to n quirenw a of FBC Chapter 15 and bet practices 02 FIGURE 2 �- s O y,
of the NRCA Roofing&Waterproofing Manwi to ensue that the solar Installation does ' 51! _ C P I JAN C I TH A FEU RAL `ter/
not cause roof kais at initial instanatbn or as the rmem'ages'.
6. 1natellers,Inspectors,building department and antes having gigs or I T u
d�erbMcmditlma,maycontact this W4 directly-call:81365D7246, RaCk Mount W
tax:866 397 9050,E-maiLbolson1dr amoabafl rr cam system C) F_
Z
FIGURE c---?O: —I-Q PLAnDING LOADIMIBAGRANAIGh
DIRECT°0'sraTEas
` ®
Thu draw**snows the Sda W=W SWH'0'(dlnnCR srstem aid dos pardvAw LYxem's plwnh6b.There c - / a. Z
ae Q1hW,40*dWerer4.SDia wWW SWM system VWW"whichaw eborneaTadMddserMd drawl 9
Ties IS became the crMW elemam-the m8eetorW and rod11weaft8 ddWb mit-drae4uwMffia AE-RM
the slim wwW SwH&Wem b*q keeBSW Ise dkeet b4kec2Am A"9rPw mw4p ane/e. _ O
----- - -- - H 7°. AE-FM AE-MH
COLLECTOR80480R
MOUNTING BRACKETS
- edsAwra
SYSTEkk
MX
I a. •!l s.
I i.'.'..•:. •. •. �'Y•�` r -ap¢:« c Gabe Roof(R_<7°) Gable Roof(7°t 8<45°) Txb PUT S�N CONTACT
pnwcaLECTOR
WrTH SHEETING, MOUNTM BRACKET
®rN•e,urea � wu.MEMBRANE. ,OEM Han DOWN:
——— — — Sa NLOOP ORIUN y�yR.^, w - - LAOONODI(OPOSIITIONW)ERTRUS8)
°+ -¢ • a LaCwOiG(BaE7WEf�iIB)
SOLAR 6OLAnof•ORAN•__ ISOLATION VALVE .ebw. . _ 849E):33;*!3.4
ISOtAthoN VN.vE i r DIFFERENTnAL CONTROL r PEEL a sTld(WATEI�ROOPahO L.vtp 59;•G?0 a0,
ONE WAY FLOW CONTRA nEYA:E---� 1
(CHECK VALVE OR MOTOR VALVE) ,: a For SI.1 foot=304.8 mm.1 dearea w 0.0174 rad - -�
tSOLATMN VALVE - .•. ..... ._. .
HOT WATER CURET• _ COLD WATER INET N '
SHUT OFF VALVE 1.Preaeures are applied no n el to the Surface for Exposure B et h=30feel for iw=10 edivat to other Awl LtDuo calls
"{:' e■Mm�Tes and height with adhatme t factor A A OarlaleB
•{-'::�.11 SM OF TRUSS AT REVISION PIOlOATE:
BET
BACKUP ELECTRIC ELEMENT ...-„�...V.r}I.i 2006 Supplement of the 2804 Florida Builift Code-FLNAL ROOFHINTERFACE TING AND
1.....L1,i:U.i ROOFBIffETE1GMD TW.BEJIDO►Ll01DHALE
ALL -« I TRUSS I FOOT N EACH 2XS BETWEEN TRUSSES
W TUBE P 1I::::J7::L t VE 2. s Piss and Mimns toward and from tette FROM 2 BY 0
STORAGE' its i•::ic::,i:• TAMC StEPLY aFP 3.For NO nooFs with Bs 25'.Zone 3 Shait be treated as Zee 2. To W F COLLECTOR EXISTINGTO-CHORD hma TRUSS.i u .. SOLAR LOOP CHAIN 4 For effective meas between*me given the value W peRinted iD be bhhhDdated Otihewke use the MOUNT FOOT-PAD E TOP Ciera BF6eET NAaAE
T•::•,:•:.'� �BY ALL-THREAD PEWSET
PROTECTION VAL RELIEF ALVE
nscnlpEceun>g he a value asaodetod with Cie klwer 1dfeCtiVe area.
R:•U)•. PREeanss r�vAua 5.Notation:
TAM .i•::: AR w34r 8:10 29MPDt of least horizontal dimension or 0 Wwhic haver Is smaller,but not less than ether NOTE-THERE SHALL BE AT LEAST 4 HOLD-DOWN ATTACHMENTS FOR
+: ••:• a+ -+
ANA"FLOW CaffsouOEwrE err O p t,t o<leent hortr nted dimension a 3 feet EACH SOLAR COLLECTOR ON A ROOF.
w:i }T• e.ECTRC iter h•Mean root height.In feet(meters) except Rat Sava terpin shall be used for roof armies<10°.
# TANHORAa+--� e.�of�of��horizontal.In TYPearees. .MOUNTING DETAIL FIGURE SHEET NO:
FIGURE� ease w•ra �/"' /0
01 BGtlerKTE _—
SCOPE OF WORK DESKiNED PER W WD LOAD: WIND EXPOSURE: N
LAR SYSTEM COLLECTOR. APDLICI�LE CODE THrs maw s VOID wrtFrour Mr SIGNATURE a RAISED SEAL
I tEIRTIFY THATTHB DESIGN&
- - THS PLAN MAY NOT BE PLACED ON FLL8 FOR PULLING MULTIPLE PERMRB. SPECIFICATIONS MEETTHE
NBTALLAT Or ASOLAR WATER FffJLTIKG ASCE 7.OB DEL:AE-2UAEdWAE•2B/AE-2&AE3NAEW Fl,ORIDA 7(X)DEWI�SUPP EACH LAN MAYULLED REQU�C) Ff80WN FW8E08EAL ODPY OFTHffi PLAN. REQUIREMENTS OFTHE OIRRENT
SYSTEM WYRHARaoFTOPLX)LLES:TDR DESIGNED FOR 160 MPH EXPOSURE CATEGORY C ,,,�, - - FLORIDA BUILDING CODE
ALLEN GEZELMAN
• LUTZ,FLORIDA 3350
at
PH.813 850 7248
NOTE:SUITABLE FOR HVHZ SEE CALCULATIONS:HTTPJNWWW.GEZELMANPE.COWNSTALLATIONDWGS.MML GENRAL NOTE: FX.83979050
SOLAR HYDRONICS CORP(FORMERLY KNOWN AS SOLAR WORLD)DOMESTIC HOT NEGAFOINGWIND LOAD-MY DESIGNS CLEARLY SHOW COMPLIANCE PER ASCE 7W THE FLORIDA BUILDING CODE ALL HOP WATER SOLARCOLLECTOffiSOLDINTH63FATEARERECtWMDTORAVEBEENTESTEDBYTHEFtORIDA Ae WnmPE.COM
WATER(DHW)INSTALLATION NOTES:10 JULY 09 SOUR ENERGY CENTER AND BEAR ITS CERTIFICATION IABELTHEmuECTORSLISTED ON THIS PIAN COYDI.YWrTN tww-G PEwm
B REGARDING GRAVITY LOAD-OUR HEAVIEST COLLECTOR WEIGHS 165 FOUNDS WHICH IS DISTRIBUTED OVER 40 S.FAREA WATER N THE THOU REQUMBM NM FURRIER INCORNUITWN MAY BEAO33SED ON LOM AT:COLL ,
GnuaAL•THSpAw=ANDTNEmwFicATiOIDHEREONESTABIISHTHEMWMUMREMnREMENTSFORmm COLLLECTORS�A LITTTLIEELLESSS.REGARD SOLAR PX-EACH COLLECTOR PAA1�LSAARAE AMICI OF WATER.
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B UNDERNEATH
EMIVMEMON 81111.0114135 IN FLON12A60 FEET OR LESS IN HEIGHT AND AT ROOF ANGLES FROM FIAT UP TO 45 DEG mPER
THE PARTICULAR INSTALLATION DOCUMENT,THE SOLAR HYDRONICSCORP CHIN SOLAR PANELS MAY BE INSTALLED PARALLEL. L ♦ �. TCENg'•.;9
TO THE ROOF PLANE WITH HOLD DOWNS FLUSH ON TOP OF THE UPPER SURFACE OF THE ROOF COVERIMS OR TIITMUP TO ��••••••••
p ACH1EVERETTERSMARGODECRON FLUSH-MOUNTSHALLREQAJME44kNU(OIS*(9/84WOIDUM M CateC"m P••No 5910 fit•'*
Z 8 GIS,CORROSION RESISTANT S(EEL)IN PZ-1&F7r2,WOSURES S&C,IN ALLWIND ZONES LIP TO = j
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r � AND IN D1 H.NIP •ANGORS CAN EIII¢RBE,ATCONIMCTORS[HOLO,"MOWN"MOWN FOR A51M6E t 1'22
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a � AND 30DEGREE3 MANGMUMTRTANOLF:D)WIND 70NE 140 MPH AND LBS REWIRE biWCHORSPERTRTLP couEcmR;F) Em
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a $ THICIOFESSOF IMWMCH.CONTRACOR SHALL KEEP IAS BOLT MAD=TO UNDER 528 POUNISOF URJFT.REFERTO � _______ n.ta� ...... X--:%�`':::::.. PZ2 FE S89TBO F•
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