PL-16-374 Inspection Worksheet
Miami Shores Village
10050 N.E.2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-252616 Permit Number: PL-2-16-374
Scheduled Inspection Date: May 31,2016 Permit Type: Plumbing- Residential
Inspector: Hernandez, Rafael Inspection Type: Final
Owner: ABREU, GLADYS Work Classification: Solar
Job Address:366 NE 99 Street
Miami Shores, FL 33138- Phone Number
Parcel Number 1132060135560
Project: <NONE>
Contractor: PSG PLUMBING SERVICES, INC Phone: (305)796-7304
Building Department Comments
NEW SOLAR WATER HEATER Infraction Passed Comments
RENEWAL OF EXPIRED PERMIT PL13-2401 INSPECTOR COMMENTS False
Inspector Comments
Passed
Failed
Correction
Needed
Re-Inspection ❑
Fee
No Additional Inspections can be scheduled until
re-inspection fee is paid.
May 27,2016 For Inspections please call: (305)762-4949 Page 5 of 27
Miami Shores Village
� g --
c-N- Building Department
10050 N.E.2nd Avenue,Miami Shores,Florida 33138
Tel:(305)795-2204 Fax:(305)756-8972 .,, • v-h �
INSPECTION LINE PHONE NUMBER:(305)762-4949
FBC 20
BUILDING Master Permit No. APz= /_' -.--> yL'
PERMIT APPLICATION Sub Permit No. L
BUILDING F-� ELECTRIC F� ROOFING REVISION Ej EXTENSION ❑RENEWAL
PLUMBING ❑ MECHANICAL []PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JAB ADDRESS: �1 5
City Miami Shores County Miami Dade Zits:
Folio/Parcel#: d U-19061 W) Is the Building Historically Designated:Yes NO
Occupancy Type., Load. Constnxtion Type: Flood Zone: BFB': FFE:`
OWNER:Name(Fee Simple Titleholder):
Address
3 �
City: Mlau� c� 4�g —State: zl p: �`,._ .
Tenant/Lessee Name: Phone#:
Email: !�
CONTRACTOR:Company Name: I�5C 6-ttb-496 S j'r_' Teu C Phone#:�?-1T—7 f4- 7,30 V-
Address: .3 K9>- s" _-_? 12 f c.
City: 017,6-'66 CO-v State: �qC. Zip: 4)3d S'W
a atifie�i ee;
0'F49 Pha : 3 s ;r -7 PG 7,40
State Certification or Registration#: (2 FC t -( 2,.0 2 5'-? Certificate of Competency#:
DESIGNER:Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit:$ 125'0 Square/Linear Footage of Work:
Type of Work: ❑ Addition Alteration, ❑ N ,�/ ❑ Repair/Replace ❑ Demolition
Descaiption df Oft
Specify color of color thru tile:
Submittal Fee$ `� W Permit Fee$ /P®— CCF$ 4 • 20 CO/CC$
ScanningFee Radon Fee$ eG. `00 DBPR$ 2- 'CZ Nota $
$ o A rY
Technology Fee$ CS Training/Education Fee$ y Double Fee$
Structural Reviews$ Bond$
TOTAL FEE NOW DUE$
(Revised02/24/2014)
Bonding Company's Name(If applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name(if applicable)
Mortgage Lender's Address
City stow 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 ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC.....
Orli MEWS AFFIDAVIT: l,certify that.all the foregoing:infttrmaUon Is accurate and thatall 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 COIK Et1C I kT.»
a awr:r.:..ra er sr . y wr� x a.amrr:,,ir r'WF a saga'rr ti
Notice to Applicant: As a condition to the Issuance of a building 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.
Sigitai�re Signature
NT CONTRACTOR
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
_day of-jiF���°�..�-__,20 /U ,by �day of ��2 ' 20 �l .by
1s;1���who is personally known to nc2c�GL. r. �a�+uho i ersonally known o
me orwhlol tas.produc�` as meorwhalha:�procfbce as
identification and who did take an oath. identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
Sign: ,
Print: Print:
"seal: � 'wa� N;xy
MicStateofFlorida �I; •:' �' ��
JM Feliciano EXPIRES:Jtme 3,2D18
Mission FF 082753
'"dor E1/12/2018
k �k �9 �faR�k k�B*saA�P�MA��k�k+R*�kk k�Ie,kd�+b�k k+b�k+k l&�h�ew�Nffi+k�k6&e k+YN�M�kN�i�+R�k�9�R�kNe*�k�kaR+k�k�B4�k�E�k�k+bswMse,�,+BM��F�f�k k kM
APPROVED BY /� ` Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
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STATE
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PSG PLS 8ERVfM PC
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Miami Shores Village
10050 N.E.2nd Avenue NE
Miami Shores,FL 33138-0000 3 n 3 , , �,• � ,e
Phone: (305)795-22041
"
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Expiration: 06/2012016
Project Address Parcel Number Applicant
366 NE 99 Street 1132060135560
Miami Shores, FL 33138- Block: Lot: GLADYS ABREU
Owner Information Address Phone Cell
GLADYS ABREU 366 NE 99 Street
MIAMI SHORES FL 33138-2437
Contractor(s) Phone Cell Phone Valuation: $ 6,889.00
PSG PLUMBING SERVICES,INC (305)796-7304
- �-- --~ Total Sq Feet: 00
Type of Work:RENEWAL OF EXPIRED PERMIT PL13-2401 Available Inspections:
Type of Piping: Inspection Type:
Additional Info: Final
Bond Return: Rough
Classification:Residential Scanning:1 Review Plumbing
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
CCF $4.20 Invoice# PL-2-16.58645
DBPR Fee $2.00 02/10/2016 Check#:1094 $50.00 $73.20
DCA Fee $2.00
Education Surcharge $1.40 02/22/2016 Check#:1097 $73.20 $0.00
Notary Fee $5.00
Permit Fee $100.00
Scanning Fee $3.00
Technology Fee $5.60
Total: $123.20
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for EL PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work.
OWNERS A FID A ify that regoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construct] z in F he e,1 authorize the above-named contractor to do the work stated.
February 22,2016
Auth nature: / Applicant / Contractor / Agent ate
Building partment Copy
February 22,2016 1
AWIM
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AMON&I
D
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PERMIT 6A40
Miami STores Villa e
APPROVED BY DATE
'ZONING DEPT
D PT
BLDG DEPT
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E 1*0 , 1pt. CE PWtrrrHH AlU
STATE ANj C(,ISN,'e A LS AND REGULATIONS
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CRYSTAL
CLEAR
AE-Series"Fiat Panel"SolarTha"M
Collectors,manufactured in The
States of America byAitemate E"M
Technologies(AET),are designed to rot
the needs of any solar system.Our wqm
design team will assist in sizing asyJA
to provide hot water,space heipd ,
radiant floor heating or lndwoM
process heat. AET is dedlcaW%
nIIIn�In�I IIIc i III"Ill Il�i�li�8,If����ii,I�irii III IIhI�I building our AE-Series Colied
M^"u 1=^r T u iF2 i IV Cr, from the finest materials and*i%
1 the highest standards of craftsma
Crystal Clear"m Selective Coating
The Crystal Clear-Solar-Selective coating Is technicallyaQuartz Encapsulated Bimetallic Allay.Thousendsof nanocrystalline
growth projections dramatically increase the surface aresofthe absorber platefor nwdrmm solar radiation absorption and All AE-Series Collectors Feature:
Performance Crystal tlearTMhas been tested for overa450hours at6v'Fcontinuously With minimal visible orphysical
degradation of its thermaicharacteristics.Furthernrore,Crystal ClearTMenhancesthethermal performance of the
absorbers by an additional 39b.The finished coxing hosts an Absorptivity of>0.96&Emissivity of<0.06 *Wind load tested to allowable loads Of1 PSF
THERMAH "Absorbers 5 *3o+year design life
AET IntroducedTHERMAR "absorbersintotheAE-Serlescollecorsin1996.Throughextensiveresearchand •Crystal Clear""selective coatings 010 year warranty
development,wehaveerrrployedthe best heat transfer method inthe world today.TMMAFIN•shigh-frequency,
forge weld process molecularly bondsthefintothetubeproviding long-lasting performance and durabilitywhile -Extruded aluminum frame and battens •Pnwdlymade inthe US.A.
allowing the highest heat conduction.The high•frequencywelded}otatswilinot weaken,expand,orpull apart and
are backed by a written 3o yew guarantee
•Thermakm palyisocyarurrate foam insulation •THERMAFIN"a absorber piafts
Electrostatically Painted C-Channel Construction
Our AE-Seriestollector framesare fabricated in our state-of-the-art manufacturing plant located in jaclaonviliq Florida •Aircraft aluminum pin grip rivets -Guick-loci(mounting hardww
Crafted using alumirnsn extrushma with electrostatically appled bronze polyester paint and securely fastened with aircraft
grade pin grip rivets,AE-5eriestoilectonare built to withstand the most demanding environments.
Le in 85.187 97.187 77.387 85.18797.187 121.1871Width in 35.187 35.187 47187 47.18747.187 47.187
Mght n 3.1 .137 .137 3.1373.1 7 . 37
Gross Area ft2) 20.8 23.7 25.3 27.9 31.8 39.7
Fluid Capacity(gals) 0.70 0.76 0.90 0.96 LOS 1.22
D W ht bs 74 84 90 113 153 110100
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SOLAR STORAGE TANKS
WITH ELECTRIC ELEMENT
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F»am insulation saves fuel bywanding heat loss.
Fused Ceramic Shield
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n agaltat the wea tng tdfer:ts ofhlghwolutne and hlgh-temaem"e hot water.
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a FadoirSupplled Tap Tempawture and Pressure
ROM valve
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Does not'include sensor:
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43"alit Hoaadng Element and
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UL Listed .
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*Corin. 60.25 62t Mmete r 24 28 o-yetiarr umhted rank Warranty
Top of Tank 59.25 61.8 lleavy auge steel is automatically formed,rolled and
Top TSP 59.25 g15 welded to asxure contJnuuus seams for Fused Ceramic
X.Ship�1lght 191 278 Meld'"lining. Each tank Is triple tested in ensure quart
#-Year Parts Warranty
original factory parts warranted for 6 years
Copyright®by Amerkan Water Heater Company 2005. For cwvWe%wrantrWw wdo n consult the wdrtan w+wwW of
nmwkan
AU rights reserved Wow bearerar 800 999-9515.
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SUMMARY INFORMATION SHEET
FLORIDA SOLAR ENERGY CENTER November 2002
1679 CLEARLAKE ROAD,COCOA, FLORIDA 32922-5703 (321)638-1000 93 FSEC#00090N
MANUFACTURER
Collector Model
Alternate Energy Technologies, LLC AE-40
1057 N. Ellis Road, Unit 4
Jacksonville,Florida 32254
This solar collector was evaluated by the Florida Solar Entergy Center(FSEC)in accordance with prescribed methods and was found to meet the
minimum standards established by FSEC. This evaluation was based on solar collector tests performed at the Bodycote Materials Testing Canada
Inc.,MMissauga,Ontario,Canada.The purpose of the tests is to verity initial performance conditions and quality of construction only.The resulting
certification is not a guarantee of long term performance or durability.
DESCRIPTION
Gross Length 3.080 meters 10.10 toot
Gross Width 1.200 meters 3.94 feet
Gross Depth 0.079 meters 0.26 feet
Gross Area 3.697 square meters 39.79 square feet
Transparent Frontal Area 3.482 square meters 37.48 square feet
Volumetric Capacity 6.1 liters 1.6 gallons
Weight(empty) 66.7 kilograms 147.0 pounds
Recommended Flow Rate 76 ml/s 1.2 gpm
Test Pressure 1103 kPag 160 psig
Number of Cover Plates One
Flow Pattern Parallel Forced Circulation
Number of Flow Tubes Ten
-- MATERIALS
Enclosure Aluminum frame,aluminum back
Glazing Tempered low iron glass,0.40 cm thick
Absorber Copper tubes welded to copper fins
Absorber Coating Selective coating
Insulation Foil faced polyisocyanurate,3.2 cm thick
THERMAL PERFORMANCE
Tested per ASHRAE 93-1986
incklent Angle Modifier Kra= 1.0-0.19 (coso
Efficiency Equations
rl= 72.0 - 501 (Ti-Ta)/1 q= 72.0 - 88 (Ti-Ta)/I
r1= 70.4 - 346 (Ti-Taal - 1605 [( I-Ta)/I]t r1= 70.4 - 61 (Ti-Ta)/l - 50 I(Ti-Ta)/If
Units of(Ti-Ta)/I are°C/Watt/m2 Units of(Ti-Ta)/I are OF/Btu/hr•ftx
RATING
The collector has been rated for energy output on measured performance and an assumed standard day. Total solar energy available
for the standard day is 5045 Watt-hours/m'(1 OW Btu/112)distributed over a 10 hour period.
Output energy ratings for this collector based on the second-order efficiency curve are:
Collector Temperature Energy Output
Low Temperature, 350C(95°F) 44,300 Kilojoules/day 42,000 Btu/day
.,, Intermediate Temperature,50°C (122°F) 36,300 Kilojoules/day 34,400 Btu/day
High Temperature, 100°C (2120F) 12,200 Kilojoules/day 11,600 Btu/day
REFERENCE 00081N
FLORIDA SOLAR ENERGY CENTER"
Appyoved, Solar Energy System
Approval DM: Ueoambw 1991
FSW 0 59422 RevWon 1x00: July 2011
One Two Collector Ponce
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Approved Solar 'Ey#ergy System
Approval Date: Dectniber 1991
FSBC 9 59022 Revision Date;- July 2011
'Sys"M
DWMMUTOR ......
Solar Hydronics Corp. ()PV..80-40
1423 Gunn HIOWSY
Odessa, Florida 33556
, tenter (RSE:,Q in accordance with the, Florida
'T'his system was
e
,valuat(td by tile Flotida Solar Energy
Systems (FSFY*' Standard 104-10) and Was
St"" program for Sol" ID01-nadc Water and Pool lieri
found to meet the minimum st*ndard3 established by FSEC.,
ceatral
3.1
.............................. system are: 3.2
ailgted Florida Energy FRUOM for this
DESIMPTION .......
Model
.........
AF,-40
00
Alts to EneW Tochriviogics 0021% MS("-40
Alternate Energy' 003TON if-JC-40
3. Solar ilydronics C orp. 2
EnergyTochnolo�W* (X)08 JIN 2
4. AlftmOtt Energy Technelogics 0(y).IIN MSC-7.1 2
S. Ah*Wft 00444IN
6. Soj$w Hydronies COM-
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k hi;;Vf#CtVIfI!T ......... $o
SPA2/11
AinericUll Water Heater80
Any Equivalent IJ1, 1,istc:cl rank
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Model NuiS.,__._
809-PR-5/24 48
48
Solar Hydronks Corp.tqHC-12/24
3. ... ......... Type 11hotavoltaic
model N41woer
10 Watt
1--1-1004
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2, Solar6x AE-01 OJ to Watt
A KE "X-3101 to waft
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WIND LOAD: WIND:RISK CATEGORY 11 SO LAR SYSTEM COLLECTOR: APPLICABLECODE: (VOID WITHOUT RAISED OR ELECTRONIC SEAL,MAY NOT BE USED FOR PLANS ON FILE, IaRTIFYTHATTHSDES.&OPEOFWORK: DESIGNED PER: SPECIFICATIONS MEETTHE
K EVERY PERMIT PULLED REQUIRES A SEALED ELECTRONIC PLAN OR SEALED ORIGINAL
• • IBN1Ss r-x r SOLAROOF TOP i1�Ecio'MG ASCE'-to DESIGNED FOR 200 MPH EXPOSURE CATEGORY D ;,Msc /a"M GHQ-zi/sHc. sHc•bo OFLORR]A BULLgNG CODE PAPER
Copy OF THIS
PLAN QUIREIVgMSFLORIDA ROF� RRENr
+1 16M H6EZELMAN
AMJA RD
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LATH.FLORIDA 33548
The LeverEdp DOMESTIC HOT WATER(DHW)INSTALLATION NOTES:
SOLAR UNIT(THERMAL OR PV)WIND FORCES GENRAL NOTE: P+Lal3eson4e
GENERAWWRI:ETO DRAWINGS 00 FLORIDA
IDASPE60 FEET
TOR HEREON MIGHT
AND SH AT
MINIMUMS FROM FIAT
IA TU FOR 45D PE.COM
sPN fgARINSTLLA DI FLORIDA60F,TeLLESSem ge DHW OLAATNELSMAt91 FNOALLEDPDTO450EGRER PER CO AR UMTS THIS PLAN SHALL.NOT FOIA PART OFTHE BUIWNGSSUREENMOPE ATING:SDOWINDOW,D00RSKYUGHi,ORBIDV.SOLAR wwDoUNITS%DOOR, MOUNTED msoLABM ROOF S SHALL BEMDiANTE ALL HOTWATERSOLAR ANDO I'OITSOLD INTHIS TIONSTATE LA ARENCREQUIRED TO HAVE BEEN ONTHEDBYTHE ONERLYFLORIDA Oa>reMetl
THIS PARTICULAR INSTALLATION DOCUMENT,The LeYmE6ge DHWSOIAR PANELS MAYMISTALLED PAWJIELTOTHE ROOF CONDENSER.THEREF0IM,30IARUNDSTHUS 1N5TAlLED DO NOTREQUIREAPRE55URE RATING AS 00 FNYELOPE COMPONENTSAKH ASWINDOMIS,D00i6.&SKYIIGHTS.SOIAR UNITS5HALL8E MOUNTED SOLAR ENE�YCENTER AND OMITS CERTOTCATiON LABEL THE COLLECTORS LISTED ONTN6PIA1tl COMA.YWRH w'M.cOe[aDReDPB.awA
PLANE WITH HOLD DOWNS FLUSH ON TOP OFTHE UPPER SURFACE OFTHE ROOF COVERING ORTRTEDIIPTOACHIEVE VERY CLOSETOTHE ROOF SURFACE THIS PROVIDES PRESSURE EQUALIZATION BETWEEN THE ROOF SURFACE AND THE BACK OF THE SOLAR UNITS.THIS RESULTS IN NOSIGMFICANTCHANGE W THE LOADS ON THE THOSE REQUIREMEMR FURTHER INFORMATION MAY BEACG6SEDON UNEAM
BE7TERSOIMCOLLKTION.FLASH-MOUNT SHALL REQUIttE 4ANCHORS•C3/8-INCH DIAMETER CPS ROOF FRAMING FORAPARAUELMOUNTAND MOD6T04ANGES IFTILTUP.HOWEVER.THE INTERNAL AND DOERNALCOMPONENTS OF WIND PRESSUREDECQIPLE.E.G.THEROOF REMISTHEINIEANALWIND KTTR//WWWJUCU0EEDU/ENANDIRIRYtrEM G/STCOUFROAS/XGr-WATEILRATMGSIDM KHTM RAISED OR ELECTRONIC SEAL
E
JOUKR ITHER BE AT CONTRACTORS
PRESSURESANOTHE SOLARUNITS RESISTTHE DITERNALWNMI
D PRESSURES,THE EKTERWIVIND FORCES ARETHEN TRANSFERRED TOTHE ROOF FRAMING THRU THE SOIARATTACHMENT HARDWARE WIND
AND
85 AND H%10NRESIINPZ-1 PZ-2,E>�URES URS DFNALLWMDZONESUPTO
i$ A DRi •ANCHORSCAIY E 'CHgCE,bANCHd6 FORA5NGlE CALNIATRX•IS LINK HERE 18
COOECTORSTIm USE oFAPPRom RACKINGTOTIEnmTWOCoUEQORS S
Q TOGETHER-SEE FIGURE 2.TRT4JPIS PERMITTED ONLY WITH THE FOLLOWING STIPDATIONS:A)NO M6TAILATION50UTSIDE IXM.LLCTOR _
Z e OF PRESSURE ZONEITB)USE ONLY OEM HARDWARE-EXCEPT 014TEKSPER FIGURE•C)COU ORLONGA)USHOAQONTAL NO PZ3 IN HVHZ 1 A Pt
p AND 30 DEGREES MAXIMUM TILT ANGLE,D)WIND ZONE 140 MPH AND LESS REQUIRE 4•ANCHOS PER TRT-UP COLLECTOR:FI SS
9 WIND ZONES GREATER THAN 140 MPH REGIME 6 ANCHORS PER TILT-UP COLLECTOR AND MINIMUM TRT POLE WALL 1 ROOF TR
i 3 THICKNESS OF IMI-NCH.CONTRACTOR SHALL KEEP IAS BOLT LOADINGTO UNDER 528 POUNDS OF UPUFt REFERTO
O 8 wNDtoaowanATvaDODTPJ/WWWHALL USE
ORE LAKI-SOUSONU-THREAD
IAG�D E THE LQ TOR SWEACH,MORE LARCOLLECT RR N ALL L EAD RI CASE;ON THETSAF db
ALL-THREAD RODS CAN HANDLE THE LOAD OF 2-EACH,405E SOIMCOLLECTORSIN ALL LOADING USES ON THECIWIT. 1
WHEN STRAYING INTO P2Z INCREASE ANCHORS SONON THE PORTION OFTHE COLLECTOR IN PZL ASSOLUTELYNO
INSTALLATIONS IN PLG. O PZ2
,7� 9Ip1 7BfPq:Tlce LeYaJFdge DHWCOLLECTORS HAVE PASSEDMWwTESTNG LABS WINO LOAD TESTING OF-101 PSFPESASIM PEOM780 VDID VYlIL3011T
Iy a4 E-33olMm FIE NUMBEa95-u48LTH5 ENgNEER HAS EVALUATEDTHE INSTALLATION coNRoweNfSANDHAROVYARS
CURRENTLY PROVIDED BYThe LBYmEdge AS OEM INSTALLATION K(S ANDFOUNDTHEMTOMEETTHEREMMIEN MSOF A
Pl a THE FLORIDA BURDNG CODE CURRENT ASOF THE DATE OF THIS PIAN.THERESHNI BE NOSUBSTITUTION OF OTHER
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08 HANDWAMTHIS ENGINEER HAS DEMMUNEDTHATTHE HOLD-DOWNHARDWAREANDFASTENERS SUPPLIED BYThe /V,Y PZ =PRESSURE ZONE
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n8p REMANNGVANABLE OF SIGNIFICANCE 5THEATTACHMENTOFTHEHOLD OOWNSTOTHE UNDERLYING ROOF SYSTEM OM •
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a pe THE FOLLOWING CAUTIONARY MILES ARE OBSERVED.UR SHALL BE COMMON RESISTANT STEEL,3/8 INCH DIAMETER G/ ANDR/i& SYSTEMWOCHANNELNUT 3603 E%noMe Ck
Q ... MINIMUM OR BETTER BLOCKING.LASS SHALL ACHIEVE AT LEAST 34NCHESOFTHREAD EMBEDMENT IN RAFTER OR BLOCK . TNA COLLECTORS MAY BETampa RXW
•+ ••• MEASUREMENTS MUST BE CAREFULLY MADEAND PILOT HOLES SHALL BE DRUEDTO ENSURE HITTING UNDERLYING RAFTERS Q.� MOUNTED ON 12V ALUM.ANGLE EXI OROO 1-DA SPACER 91
OR TRUSSES AND TO AVOID WOOD SPUTTNQ ^v ATTACHED TO BOTTOM FRAME APPRO RACiq'G I-DIA.
SPACER
SEALANT F%.866694 154
SPECIAL P TO USE WHEN,IN THEINSTALIER•S OPINION,HITTING THE CENTER OF TRUSS OR WITERWITH A LAG O1M WALL SPANNING BOTH COLLECTORS
CAMIOTSEASSURSE1,01 ERUSEA 3AT INN(MIM-1•BOLTGRAMINGTHETRUSS/RAFTHLOR 318 INCH DIAMETER(MIN) 7 AND SINGLE SET OF OEM OEM HOLD DOWN: 'W/I WWIK�VkIS
LAG f FONTWN OVERTRIISS;
ALL THREAD ROD RLS STANDARD FENDER&LOCK WASHERS AND NUTTHRU MINIMUM 4•BY 4'BY B'BLOCKING ON THE EXI8TIN0 ROOF 7RU88, SAY LAO BOLT OR
UNDERSIDEOF IONTHE ADHESIVE
SHEETING.WHERE BLOCKINGMETHOD SUSED.TS OFTE OOFTRUSSA DSEROUSBEN OF EACH
TRUSS
ADHESIVE HE BLOOM
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7RI1550N BOTH SIDES OF7HE BLOCKIIG•SEE flGURE20NTIMSSHEET. TOP CHORD J-BOLT(HOOKS TRUSS)
PUM90M SHALL BE PER FIGURE L FLORIDA PLUMBING CODE SHALL BE ADHERED TO.PARTINIARATIENRON SHAD.BE NCIE r�
GIVENTO ftOIECTKN AGAINSTOVER•PPEWRE AND FREFLNG-PER FLORIDA MEMANICAI.CO E,CHAPTER KAND PER
The Le-Up INSTALLATION NSTRUCRONLTHS DRAWLNGSHOMSTHE-0'VERSION PLUMEM.HOWEVM THERE ARE COLLEGTOIIB MAYEE OI®Fr I'
OTHER VARIANTS(PHOTO.VOLTAIC PUMP,INDIRECT,AND/OR DRAIN-SAM WHICH.ALTHOUGH NOT SPECNCNJ.YSHOWN YDmcAu.Y OR HOFROMAW ;' TYP.SHINGLE,MET,FLAT TILE DETAIL. N
HEREON,ARE COVERED BY THIS SEALED DRAWING-SO LONG AS INSTALLED PER The LeemFLge INSTALLATION INSTRUCTIONS. ernLTE tnD•.ra APPROVED RACKING LL
wATERLNIOO/NS INSTALLER SHALL ADHERE TO REQUIREMENTS OF F'BC CHAPTER IS(ROOFING)AND BEST PRARNB OF THE MOUN=BPACWr0W OETAL BILMSYSTEMWCHANNELNUT
NBCA ROO�FWG WATERPROOFING MANUAL TO ENSURE THAT THE SOLAR OSTAUATION DOES NOT CAUSE ROOF LEAKS AT MOUNTS CAN BE ON 88)68 OROCLLECIGR JPD&SPACKLENGIH 1•DA SPACER,LENGTH
INITIAL INSTALLATION OR AS THE SYSTEM'AGES'. ENDS OF COLLECTOR EXISTING MEMBRANE
4URS11ONf&INAALLHS,AUTIORITIES HAWNGIURISDICTION.OROTHERS HAVING QUESTIM OR DIFFERQ•LG CDNDTMNS, (' AOJUBTFLURIIYBTOPOP ADJUST FLUSH W TOP OF TRE ui
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BU E NTA
ENGINEER•SEAIIDDEFAi15&SPEQFKATIgVS FOR INSTALLATION OF BOTHAE&MIOMM51'ARWRPORATION(NSQ1W10. WHERE APPLICABLE EXISTWO ROOFTRUSS. OEM HOLD GOWN:
DOMESRCHOTWATERSYSTEMS.AE&MSCARE NIDE IN THE SANIE KWBYTHESMEMANUFACMIER.WMLETHEREARE FILL CAVITY UNDER TLE TOPCHORD I/GOVIOLgMT10FLOVEFI, E ■ 8
SHOW ONTHILKANSHEET,THEEEAEISSYSTEMS ARE LUME LEADER.
MSCDETLLS HYDRAULICALLY h9WW1.Y.AEDETAISARE
W EXPANSION CONST.FOAM 3V LAG
(HOOK87RU36) W
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1111
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80t{p 11?•1•Q N
ALL THREAD ROD. FILLIP t-PART SHWCOLLECTOR LL
ALL AFFIDAVITS.DESIGNS.OPINIONS,CALCULATIONS&OTHER ENGINEERING SERVICES PROVIDED BY AMEN J BOLT OR LAG POURABLE WATERPROOF APPLY CONSTR. EXLBTNG ROOF MOUNTING BRACKET
GEZELMAN PE AND HIS ASSOCIATES ON ANY AND ALL PROJECTS ARE SUBJECT TO THE PROVISIONS OF EJCOC C-700 MOUNTING BRACKET CONSTRUCTION SEALANT ADHESIVE MEDIUM EM HOLD DOWN:
(ENGINEERS JOINT CONSTRUCTION DOCUMENT COMMITTEE - STANDARD GENERAL CONDITIONS OF THE BEAD BOTH BIDES OF LAGGING(POSITION OVER TRUSS) LL I 1
CONSTRUCTION CONTRACT)CURRENT AT THE TIME.THOSE OBJECTING TO&AID EJCDC C-70D OR PROVISIONS INTERFACE BETWEEN J-BOLT(HOdC8-98)) O 0 0 ■
THEREOF ARE DIRECTED NOT TO USE THE AFFIDAVIT,DESIGN,OPINION.CALCULATION OR OTHER ENGINEERING ROOF
SHEETING AND BLOCKING BETWEEN TRI .)
SERVICE OFFERED BY ALLEN GEZELMAN PE AND HIS ASSOCIATES ON THE PROJECT.EJCDC C.700 MAY BE VIEWED AT: TRUSS FOR WATERPROOFING
MTPJ/GEZELMANPE.COMRLEFERENCE/AGIC-700.POP ALUM TUBE 1 FOOT IN EACH Z
DIRECTION STARTING O
ALUM TUBE III FROM'SPANNER'TO
MCH COLLECTOR
I I MOUNT FOOT-PAD IN
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IN CONTACT TRUSSES
IN CONTACT W PLYWOOD
DIRECT'D'SYSTEM �'Bmo`
EXI87IN0 ROOF TRU88,
THIS DRAWING SHOWS The DHW PITCH PAN TOP CFIORD
b'(DSECT)SYSTDWAND INS PARTICULARSYSIEMSPUMNINQTHEREARE07HER,3LKGHRYDIFFEREM,rW DIW SYSTEM ALL THREAD ROD, NOTE-THERE SHALL BE AT LEAST 4 HOLD-DOWN ATTACHMENTS FOR EACH SOLAR COLLECTOR ON A ROOF. Z
VARIANTS WHICHAREALW COVERED BYTHSSFALEDDRAWRNQTHS S BECMSETHECAIRW.EIENmVi-THECOUECTOR(5)AND ROOF J SOLT OR LAG
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LLA: FILL
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Vogt gDg�mw CONSTRUCTION SEALANT O
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EXPLANATORY INFORMATION
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