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HomeMy WebLinkAboutSUBMITTED PAPERSDate: Fee Due:,' Receipt# r Permit # y(VeC St. Lucie County Building & Zoning 2300 Virginia Avenue Ft. Pierce, FL 34982-5652 •�OR10p . Tel. 561-462-1553 SPECIALTY PERMIT APPLICATION ❑ Electrical JaPlumbing ❑ HVAC ❑ Fence ❑ Shed ❑ Demolition ❑ Gas ❑ Siding EV C eC 0 Seepage 2 for instructions and additional paperwork required for specialty permits 1. Location/Site Address: I g o I S Rea&A o na.2 01 2. Parcel ID Number: ,,)`A t '-i Office Use Only Section Township Range Map Page I ZqningLand Use I Initials 3. Description of Project or Work Activity: (,t �C) 4. Owners Informatiion d Name: Cl jn_, l _ � 10 � Address: & W:�S, � b�� City: PS L State: Zip: S Phone:-11 a Q 6. Value of Construction: $ © d 5. Contractors Information FL Reg/Cent #: County Cert#: / 17_3 Y r Business Name: (') 1 Phonel'I 2; q (r;S0a*x')) r Q OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in compliance with all applicable laws regulating construction and zoning. �— r PRINT QUA �ERSIONAME a , SIGNAT RE OF IER/OWNER STATE OF FLO�RJIDA, COUNTY OF ACKNOWLEDGED BEFORE ME THIS DAY OF 20 BY WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED AS IDENTIFICATION.10 p� "t1% awd�J �if�r � iiC P,00-1/a /�a +yqJ (seal) SIGNAr OF NOTARY TYPE OR PRINT NAME OF NOTARY TITLE: MAELIA DE PAULA ARIAS MMISSION NUMBER o`' B`�•: Notary Public . State of Florida ,r• . : My Comm. Expires Mar 28, 2017 Commission #r EE 675608 Bonded Through National Notary Assn. - F' 'RIDA SULAR:ENERGY O+ NT'ER 300 State Road 401. Cape Canaveral. Florida 32920. Telephone: (4.07 -) 783-0300 Approved Solar Energy System FSEC # S1064 OCT 81 _JUL S1 Aquatherm Industries, Inc,- Solar Industries 1985 Rutgers University Blvd. Flo -Director Pool Lakewood, . New Jersey 08701 �i��Z - O (3 -Heating System rkV The system listed below was evaluate y d y enter {FSEC) in accordance with the Florida Standards Program for Solar D m tfe r-d 1 eat g Systems (FSEC-GP-80-7) and was found to meet the minimum. standards established- by. FSEC. Description Collector Model Units Total Rating I Aguatherm°s Solar Indus. 11001 As required .36,800 Btu 2 Aauatherm's Solar Indus. 11002 T_ 29,500 Btu 3 Agua�tyh,,erm's -�I-u-dus. 111y011 Q° .22,1'00 Btu - - A�'-ieJ: °=,ib t �S+olgar sue. :S, - _L'A " �.^°-e. .LTS, � � _ 99 _ ���.. 44, 000 Btu Tank Model Capacity ❑ Direct 1 Not Applicable ❑ Int. Heat Exch. 2 3_ 4 Pump Model - Power Draw- Rated Power 1-Existing Pool.Pump 2 3 4 Controller -Model ® Differential Temperature 1 Solar Industries 202 ❑ Absolute Temperature 2 Heliotrope HNM4000A/HM500A ❑ Thermosiphon 3Independent Energy C35 ❑ Other 4 Solarmetrics SP10/SP2O Freeze protection by automatic collector draining wheu-pump is off. Other Major Components 1-Flo-Director II, 3-way valve in addition to above 2 Heliotrope Flo-Verter - valve 3 Jandy JVA1200 valve .4 Orteea II valve If further information --is required you may contact the Florida Solar Energy Center at the above address.. =OS6 $ saoBe SON8Wd_ (d,Zl�} JoQ(}i `a1n weduro-L 14 ASPAS 0 �►ePj;�lnotol f fl eladutal a ll� a l �Epjnl3 008`Lt Ce J(Epjselna_fop; 008`8� (d`Z�l.} O' ejriiataduta nno-I A .BP#48 OOVL-k &ap/sainoXr # iooa2 (W ('�} . 4ndlno Afijau3 - aar�eaa�il<lta,{, �aii� :a>e .OAM MUM-101P JaPV'PX)*s *'A un Paseq'fCgoglw slu41% 56um 018" �?O .M L) �Is�noq-WM SM sl �P PmP� atl# 10} 'l3ot ina4 Q! 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' a;, &Ua" atq sisal att!lod aU -epm -_c1.�tau,3.,tai4S�!�w� aulie panss�ted siseLl�tallC� .� � P�4 sty uoltettl� s�l1. 33� � � �''� um . titl ulw aq! }amn a1.lwo.# .eA-pm Wtpm d t` 1 ate tetoS ep�sCl3 a �4 pe�ente�►a seRn103CeBoC letos'stu�, s-LOODi. l.0Lso, AGZ` MON ` 00lYtaijs'j -PAIgJkWSAiun slel%nt i ov6 # (swawS SugeaH loud llos) SHds se.ulmPul JloS lepow junco OWL-= (Lot►p) SoLenum Valuo-u `room `cvou a>rJnH 3I3 bts G 966L r r •s n rig' �3'mns SOLAR VACUUM FWuie 1 SENSOR RELIEF VALVE "�7 VACUUM PUMP HOOS7ER P�LJt)8 P (opwretPt�io j WLAR -f Cou ECTO S SYSTEM STEM MAGRAM FOR OUTDOOR FOOL CP+1D CAP 1 n INLET LINETO COLLECTOR$ .irk— OUTLETLIN£ ISOLATION ELEGTRONIG CONT90L BALL VALVE (cRltonsq FILM%', METER iopti�nai) __ _ THERMOMETER t�rnlW+m) 6 80OTER PUMP -- — ISOLATION CHECK V {N£ LINE VALVE (ctt�annl) HEATER BY-PAl35 BALL VALVE (olmona!) FILTER OUTLET TEE a HEATER WATER CHECK $-WAY Q topao rsi) SENSOR VALVE VALVE THERMOMETER PUMP COLD HEATED WATE R TO WATER TO Lr� � POOL COLLECTORS rx 1940 Rutgers UniverMy Blvd. Lakewood, _ *mod 1�'oe-d'37 S 2 —rnme®m POOL HEA-FINO 925 \AfAc= DER PLACE E®R`T' pgERC:EB FL 34982 772-465-0284 Pan 1d0.19001 Fi9V.2icio 12 ��.,.... —y..—........ FA ACCEPTABLE ALTERNATE EXTEND THRU TO SHEATHING BELOW ADD SEALENT AT CONNECTION PROVIDE TAPCON SCREWS OF ADEQUATE LENGTH TO SECURE BRACKET TO CEMENT TILE. DRILL HOLE THRU CONC. TILE AND INSTALL TAPCON SO AS NOT TO BREAK TILES 1/4" LAG ACCEPTABLE ALTERNATE OR #14 PHIL PAN OR HEX HEAD ACCEPTABLE ALTERNATE -,Z 7 ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COMP904CE REVIEWED BY DATE 01i 1 PLAINS A D PE MIT MUST BE KEPT ON JOB OR NO INSPECTIONI WILL BE MADE S-5 CLAMP S-5 CLAMP 3" PANEL .032 THICK STANDING SEAM CONNECTION ALL RARMARE SPAUM OR 0XV w PANELS SHALL NOT BE INSTALLED IN CORNER ZONES OF ROOF ASSEMBLIES. 4'x8', 10' or 12' solar panels upper hold down clamp see detail A DETAIL C X 0 E STRAP SPACING 48" O.C. MAX � PANEL 1 1/2"PAN HEAD OR HEX HEAD SCREW. 0 ROOFING • OO1 SHEATHING upper clamp assembly detail A PANELS SPRING ASSEMBLY AT CONTRACTORS OPTION H 14X 1 1/2"PAN HEAD �OR HEX HEAD SCREW. ROOFING MIN. 1/2" O.S.B. OR PLYWOOD SHEATHING lower clamp assembly detail B TI- hold down III 14X 1 1/2"PAN HEAD LOWER _ \ clomp hold detail B I FOR HEX HEAD SCREW. 17 L I= I 1 PLEASE NOTE: LOWER CLAMP/SP MAYBE OMITTED PROVIDED A CONTINUOUS CROSS STRAP 01. SOLAR COLLECTOR INSTALLATION IS INSTALLED NO MORE THAN 12" ABOVE LOWER/RETURN AS DETAILED IN THE DRAWINGS IS ASSEMBLY FOR THE INSTALATION OF POTABLE WATER �— HEATING SYSTEMS ON STRUCTURES UP TO 35 FEET IN HEIGHT WITH ROOF SLOPES BETWEEN 0 AND 30 DEGREES, ROOF AREAS 1 AND 2 BUT NOT CORNERS. 2. THE DESIGN OF THIS INSTALLATION IS BASED ON ASCE7-10 FOR SURFACE AREAS BETWEEN 20 AND 48 SQUARE FEET RESULTING IN A MAXIMUM WIND PRESSURE OF <= 67 PSF. THE INSTALLATION SHALL UTILIZE HARD— WARE PROVIDED BY THE MANUFACTURER AS DETAILED IN THE INSTALATON c MANUAL OR AS SHOWN ON PLAN. PANEL t m RIDGE RIDGE PANEL ROOF CORNER ZONE SHALL BE 10 PERCENT OF SHORT DIMENSION OF BUILDING OR 40 PERCENT OF MEAN HEIGHT, OR 3 FT. WHICH EVER IS SMALLER. continuous strap ROOF LAYOUT GENERAL CONDITIONS NOTE: LOWER CLAMP/SPRING ASSEMBLY MAY BE DELETED PROVIDED BOTTOM CONTINUOUS STRAP IS LOCATED WITHIN 12" OF BASE LOWER/RETURN ASSEMBLY MOUNTING BRACKET STRAPPING PROVIDE #12 SCREWS W CONICAL ADEQUATE LENGTH TO S CURE BRACKET TO CEMENT TILE DRILL HOLE THRU CONC. TILE AND INSTALL SCREW SO AS NOT TO BREAK TILES, CONC. TILE 1/2" O.S.B OR PLYWOOD_) ROOF DECKING STRAP BRACKET RAFTER TILE ROOF NOTE ENSURE TILE CAVITY IS FILLED COMPLETLY WITH DOW TILE BOND ROOF TILE ADHESIVE OR EQUAL APPLY ADHESIVE TO TILE AQUA THERM MOUNTING BRACKET IS ATTACHING TO PLUS ALL TILES AROUND IT (5) MINIMUM. ROOFING MIN. 1 /2" O.S.B. OR PLYWOOD SHEATHING FLORIDA BUILDING CODE 2010 ULTIMATE DESIGN WIND SPEED: 180 NOMINAL DESIGN WIND SPEED: 140 RISK CATAGORY: 2 IMPORTANCE FACTOR: 1.0 EXPOSURE CATAGORY: C INTERNAL PRESSURE COEF: +-0.18 ENCLOSED STRUCTURE THE STRUCTURAL COMPONENTS OF THIS PLAN ARE IN COMPLIANCE WITH THE 2010 FLORIDA BUILDING CODE, WIND LOAD COMPLIANCE AND ITS RESISTANCE TO GRAVITY AND DESIGN PRESSURES >C M LL_ ON o (`') W�HLJ N W 4- (` LJ ) r- N l7 LJA 10 > Z�:>� 0-WWZ¢�� L� W 5 ,Z.., O LJ: CU LD Y U pqgW L'Q Q¢�U Z)pq �1 0 0_ 00 Z W Z W U)W .4 JWC4O�>W- (I 0_WC3-1 Z N W � I- 00 I--W lL_ Ln z x W 05 W O Z W z0 U a Do LEJ U � O O N 0. REVISION I DATE Ln W tY N 0 Z UjN W J �W Q Q Oa O- QW L_ J 0 0 C9 V1 Z O U Z Q DATE 10•-=11�rt1� BY 'NUMBER ,?,- C h Y 1 Ux:r'