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Home My WebLink AboutSUBMITTED PAPERS❑ Electrical ❑ Shed St. Lucie County Building & Zoning 2360 Virginia Avenue Ft. Pierce, FL 34982-5652 Tel. 561-462-1553 SPECIALTY PERMIT APPLICATION Plumbing ❑ HVAC ❑ Fence ❑ Demolition ❑ Gas ❑ Siding See page 2 for instructions and additional paperwork required for specialty permits 1. Location/Site Address: q6 4 Y "-Rf' i 4A- c1 CA SKu a c 4, FL, 39 q 0 q 2. 2 e MUse- Ic fir Office Use I On Only 'PW-40 3. Description of Project or Work Activity: 4. Owners Information Name: , Sc.t Sc� UIAWa&WO Address: a_5 44 N(.1 Bo^'t_4+ i1A. 5. Contractors Information _ FL Reg/Cert #: ON co 0-5 (2(() 3� County Cert#: 9057 City: 'SA\.lGl.C-� State: �L.. Business Name: C`me: ��' �� "��Xf'� Zip: 3 4 0101 � Phone: `77a t-F8�1v5(�$rPhone �t(� 03Fax �ttoLa 74 Z% 6. Value of Construction: $ 0? t-F'O® �` k - 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. PRINT QUALIFIERS/OWNERS NAME SIGNATURE OF QUALIFIERIOWNER STATE OF FLORIDA, COUNTY OF :S+ Lu e_ l `e ACKNOWLEDGED BEFORE ME THIS 62-7 OF 20U BY 7-CCr JJCVII—WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED NOTA TITLE: NOTARY PUBLIC St. Lucie County Specialty Permit Application rev. 8/25/05 dmg AS IDENTIFICATION. TYPE OR PRINT NAME OF NOTARY COMMISSION NUMBER 70 CIO, J�S�y pV8 �4 AMBER fRANKLiN NotaryPublic -State of Florida •: My Comm. Expires Oct 31, 2014 Commission # EE 7947 Bonded Through National Notary Assn. (seal) 4/24/12 r 7)erty Appraiser - St.Lucie County, FL --z f PROPERTY RECORD CARD Susan R S Wertheim (TR) Record: 1 of I <<Prev Next» Spec.Assmnt Taxes Exemptions Permits Ilome Print Proper(y Identification C0G2 Site Address: 2544 Britt Rd ParcelID: 4425-112-0001-000-8 \��VI:IE Sec/Town/Range: 25 :375 :40E Account #: 119003 Map ID: Zoning: 44/25N RS-3 Land Use: City/Cnty: SF Res St Lucie County ' Ownership and Mailing Legal Description Owner: Susan R S Wertheim (TR) 25 37 40 FROM NE COR SEC RUN W ALG SEC LI 995.30 FT TO POB, TH Address: 2544 NW Britt Rd CONT W 250 FT TO SHORE N FORK STLUCIE Stuart FL 34994-9106 More... Sales Information Assessment 2011 Final Total Land and Building Date Price Code Deed Book/Page 2011 Final: 554500 Land Value: 395800 Acres: 0.52 3/19/2008 100 01 WD 2961 / 0073 Assessed: 404319 Building Value: 158700 5/19/1995 100 01 QC 0957 / 1478 Ag.Credit: 0 Finished Area: 3326 SgFt 3/1/1986 195000 00 CV 0495 / 2971 Exempt: 50000 7/1/1980 132500 00 CV 0335 / 1490 Taxable: 354319 Taxes: 7405.82 BUILDING INFORMATION 16 ------- Exterior Features View: - RoofCover. DS - Cedar Shingl RoofStmct: GA - Gable ExtType: HB+ - HB+ YearBlt: 1959 Frame: - Grade: B+ - B+ EftYrBlt: 1980 PrimeWall: BS - CB Stucco StoryHght: 0020 - 2 Story No.Units: 1 SecWall: - Interior Features BedRooms: 3 Electric: MX - MAXIMUM PrmintWall: DW - Drywall FullBath: 2 HeatType: FHA - FrcdHotAir AvgHt/FI: STD 1/213ath: 0 HeatFuel: ELEC - Electric Prm.Flors: CU - Carpet %A/C: 100 0/.Heated: 100 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrBlt. No. Land Use Type Measure SWAV — RES POOL AVG Y 1 300 AV AV 1986 1 0100-SF Res 260 -Front Ft 120 PA01 — POOL DK AVG Y 1 1103 AV AV 1986 ENC2 — POOL ENC-AVG Y 1 1403 AV AV 1986 SDSF — SITE DEV S-F Y 1 1 AV AV 2001 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED Depth 187.5 www.paslc.org/prc.asp?prclid=442511200010008 1 /1 �f SOLAR�1 System Schematic POLL i�.:iS�4CF. Ei�Z:7hii!_REi7 FOR L.iFY . Solar Collectors a `sue. �d 'PVC: Feed Line Vacuum Breaker Panel Connectors Ball Valve ,�e�SBy, s'F,�za la Sensor Wire Sensor 3-Way Valve r Check Valve From; Pool Sensor Mounted on Roof L Return Line — Sensor Wire — Sensor Wire Ball Valve Backup Heater (optional) 12,0 HC-303 1 /10 Florida Solar Energy Center y Page 3 of 4 na 191OR luuulpolymer IuuuL FAFCO Inc. Revolution g6023 0❑ None UV stabilized plasticmNone 47.45 912R polyer 50500 1063 FAFCO Inc. SunSaver 918 95001C 0❑ None UV stabilized plastic None 31.60 polymer 32300 1014 FAFCO Inc. SunSaver 920 95002C 0❑ None UV stabilized plastic None 39.50 polymer 40100 1014 FAFCO Inc. SunSaver 922 95006C None UV stabilized plastic None 47.79 polymer 48500 1014 FAFCO Inc. Solotube 948 98010 0❑ None UV stabilized iilized plastic None 31.59 27100 859 FAFCO Inc. Solotube 950 98021C 0❑ None UV stabilized plastic None 42.16 36200 860 FAFCO Inc. Solotube 952 98D22C 0❑ None UV stabilized plastic None 50.59 polymer 435D0 860 FAFCO Inc. Sungrabber 00322N 0 None UV stabilized plastic None 24.39 polymer 22000 902 FAFCO Inc. 960 97003C 0❑ None UV stabilized plastic None 80.00 polymer 81100 1014 Gull Industries 4z l Poly Pro 00125C OF]None U stabilized None 31.52 _jlpo ypropylene 31500 1000 Gull Industries Gull Poly Pro 00126C 0❑ None UV stabilized None 39.36 4x10 polypropylene 39300 1000 Harter Industries, HI -Deluxe O0168C 0❑ None UV stabilized None 31.51 Inc. 1069-08 polypropylene 31500 1000 Harter Industriesj HI -Deluxe Inc. 1069-10 00169C 0❑ None UV stabilized pol ^, ft-V _rm _iiiRil _ None 39.36 39300 1000 Harter Industries, a6De 2 e 00170C 1 ElNone UV Poll.li 19- NInc. 4 . 001 3000 Harter Industries, HI_Temp 91010 0❑ None op Non .9 Inc. elastomer 6 00 823 Neliocol USA Inc Helioco130 00011C 0❑ None ed polypropylene None 29.15 27900 956 ed Heliocol USA Inc Heli000l 38 00012C 0❑ None polypropylene None 36.613 35100 956 UV stabilized_ C Heliocol.USA-Inc-- Helioco440-- 00013C 0.— None_ _ �` None 40.68 polypropylene 38900� 956 Heliocot USA Inc Heliocoi SO 98002 0❑ None polypropylene bNone 46100 956 Heliocol USA Inc Sun Miser 40 00017C 0❑ None UV stabilize t obillizede None 68 38900 956 HeBocoi USA Inc Sun Miser 50 OOOiBC 0❑ None UV staobilized ene None 48.23 46100 956 Heriocol USA Inc TC 30 00084C D❑ None UV stabilized None 29.42 polypra lene 25000 850 Heriocol USA Inc TC 40 00085C 0❑ None Polyp bpylene None 41.41 35200 850 Hellocol USA Inc 50 97010 None UV stabilized None 48.60 41300 850 Mogen Plastic 3o ailion MD- UV stabilized 00019C None po 1,Propylene None 29.15 27900 956 Mogen Plastic 1 40bilized edallion MD- 000O4C ElNone polypropylene None 40.68 38900 956 Magen Plastic 50 allion MD- 00005C 0❑ None UV ne None 23 46100 956 Magen Plastic Sun Star 30 00014C 0❑ None UV staopy ere None 79.15 Magen Plastic Sun Star 40 00015C None UV stropybterdie None 40.68 Mager Plastic Sun Star 50 00016C 0❑ None polypropyleneNeumann Clear None 46100 Solarfenee larfence 94027 � P astic rigid pyUV e stabilized plastic None 3.40 19000 27900 956 38900 956 956 Noe 2 GmbH OKU bermaler 1000 00232 None Po9Y Density None 11.49 10050 874 Performance Solar 8P BPrtnance 00116C 0❑ None UV stabilized plastic None 31.60 32100 1014 r HELIOCOL COLLECTOR GENERAL NOTES: 1. APPLICABLE CODE: ASCE-7-10 MINIMUM DESIGN:LOADS FOR BUILDING AND OTHER STRUCTURES COMPATIABLE WITH: 2010 FLORIDA BUILDING CODE 2. BOLT SIZE AND EMBEDMENT LENGTHS ARE BASED PER 2005 EDITION "NATIONAL DESIGN SPECIFICATION FOR STRESS GRADE LUMBER AND FASTENINGS". ALL BOLT CAPACITIES ARE BASED ON A SOUTHERN YELLOW PINE (SYP) WOOD, AS EMBEDMENT MATERIAL. 3. ALL WIND DESIGN CRITERIA AND PARAMETERS ARE FOR HIP AND GABLE RESIDENTIAL ROOFS, CONSIDERING FROM A 7° TO A MAXIMUM 27 ° (2/12 TO A MAXIMUM 6/12 PITCH) ROOF IN SCHEDULE. ALL CONNECTIONS ARE DESIGNED NOT TO EXCEED 30'-0" MEAN ROOF HEIGHT. 4. WIND TUNNEL TEST DATA FOR THESE CONNECTIONS AND ASSEMBLIES HAVE BEEN COMPILED BY PRI CONSTRUCTION AND MATERIAL TESTING, INC. AND IS AVAILABLE THRU UMASOLAR, INC. 5. ROOF SEALANTS,SHALL CONFORM TO ASTM C920 AND ASTM 6511, AND IS THE RESPONSIBILITY OF THE CONTRACTOR TO PILOT FILL ALL HOLES. 6. THIS SHEET REFLECTS STRUCTURAL CONNECTIONS ONLY. REFER TO HELIOCOL INSTALLATION MANUAL FOR ALL MECHANICAL, ELECTRICAL, AND PLUMBING SPECS. 7. ALL LAG BOLTS THIS SHEET SHALL BE A307 STAINLESS STEEL UNLESS OTHERWISE NOTED. 8. STRUCTURAL CONNECTIONS SPECS PER THIS SHEET APPLIES FOR ALL HELIOCOL COLLECTORS. WIND SPEED DESIGN LOAD DESIGN LOAD DESIGN LOAD # OF BOLTS - CLAMPS EMBEDMENT (MPH) ZONE 1(PSF) ZONE 2 (PSF) ZONE 3 (PSF) PER COLLECTOR DEPTH REQ, 110 17.5 , -27.9 17.5 , -48.6 17.5 , -71.8 (4) 4" DIA. - (4) CLAMPS 2" ** 120 20.9 , -33.2 20.9 , -57.8 20.9 , -85.4 (4)1" DIA. - (4) CLAMPS 2" ** 130 24.5 , -38.9 24.5 , -67.7 24.5 , -100.2 (4) 4' DIA. - (4) CLAMPS 2" ** 140 28.4 , -45.2 28.4 , -78.7 28.4 , -116.3 1 (4) 4" DIA. - (4) CLAMPS 2" ** 150 32.6 , -51.8 32.6 , -90.3 32.6 , -133.6 (4) 4" DIA. - (4) CLAMPS 3" ** 160 37.1, -59.1 37.1, -102.8 37.1, -151.9 (4) " DIA. - (4) CLAMPS 3" ** 170 42.1, -66.8 42.1, -116.5 42.1, -172.1 (4) 4' DIA. - (4) CLAMPS - 3" ** PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD AND AWAY FROM SURFACES, RESPECTIVELY. - SCHEDULE REFLECTS COMPONENTS AND CLADDING (C&C) PRESSURES WITH EXPOSURE "C", RISK CATEGORY II, ENCLOSED BUILDING AND h < 60'-0" PER ASCE 7-10 "MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES". EFFECTIVE DESIGN WIND AREA IS 12.5 SF PER COLLECTOR FOR HC-50. INSTALLATION OF:COLLECIORS SHALL BE LOCATED IN WIND ZONE 1 AND 2. WIND ZONE 3 REQUIRES SITE SPECIFIC STRUCTURAL ENGINEERS APPROVAL. ** LAG BOLT DEPTH REQUIRED IN WOOD MEMBER EXCLUDING ANY ROOF DECKING. - TYPICAL COLLECTOR ROOF LAYOUT - WIND ZONES - SCHEDULE - PLAN 1 SCALE: e"=1', ' HC-2 INSTALLER'S MAY USE CLAMP BOTTOM SIDE. END CAP LONG GATOR CLAMPS uCI Tnrnl run= rl nnnnc IN LIEU OF (2) SHORT GATOR CLAMP TOP SIDE TYPICAL HELIOCOL CLAMP. REFER TO SCHEDULE FOR BOLT SIZE PER DETAIL THIS SHEET j (2) LONG GATOR END CAP 1 HELIOCOL HC-50 COLLECTOR TYP 1 4-U 1 4-V 1 4-U 1 4-U 1 4-U I TYPICAL (5) COLLECTOR ARRAY PLAN REFER TO SCHEDULE FOR REQUIRED EMBEDMENT DEPTH LABELED "X" IN THIS DETAIL HELIOCOL SHORT CLAMP 2'-0" O.C. TYR ROOF SEALANT TYP.� HELIOCOL PANEL - RISER SYSTEM TYP. HELIOCOL LONG CLAMP 2'-0" O.C. TYP. (2) #6 HEX - SCREWS-"' LENGTH TYP PER GATOR WATER RESISTANT J SPACER - THK TO BE DETERMINE BY CLEARANCE OF METAL STANDING SEAM IF REQ. ROOF ASPHALT OR METAL SHINGLES TYP. WOOD SHEATHING TYP -W OOD WOOD ROOF TRUSS TYP. a DIA. STEEL LAG BOLTS -.SEE SCHEDULE FOR EMBED. DEPTH REQ. TYP. EACH CLAMP TYP TOP - BOTTOM ASPHALT - METAL SHINGLE CONNECTION DETAIL 4 SCALE: 1"=1'-0" H -2 HELIOCOL LONG CLAMPS (2 MINIMUM) REFER TO SCHEDULE FOR REQUIRED EMBEDMENT DEPTH LABELED "X" IN THIS DETAIL HELIOCOL SHORT CLAMP 2'-0" O.C. TYP. HELIOCOL PANEL RISER SYSTEM TYP. HELIOCOL LONG CLAMP T-0" O.C. TYP. (2) #6 HEX SCREWS LENGTH TYP PER GATOR WATER RESISTANT SPACER - THK TO BE� DETERMINE BY CLEARANCE OF METAL STANDING SEAM IF REQ. ROOF ASPHALT ORS METAL SHINGLES TYP WOOD SHEATHING'TYP ROOF SEALANT TYP. S.Y.P. 2X4 LOCATE BETWEEN TRUSSES AND NAIL WITH 2-16D NAIL PATTERN AT EACH END TO WOOD TRUSS CUT OUT OR REMOVE TILE TO INSTALL "LIFT KIT" ASSEMBLY. RE -INSTALL, RE -FILL AND RE -SEAL TILES AFFECTED WITH APPROVED ROOF MATERIALS REFER TO SCHEDULE FOR REQUIRED EMBEDMENT DEPTH LABELED "X" IN THIS DETAIL (2) #6 HEX SCREWS - 4"- LENGTH TYP PER CLAMP UMASOLAR LIFT KIT TYP PER CLAMP HELIOCOL SHORT CLAMP 2'4"-- O.C. TYP. HELIOCOL PANEL RISER SYSTEM TYP. FLAT OR BARREL TYP. ROOF SEALANT TYP. WOOD SHEATHING j> \-4' DIA. STEEL LAG I� BOLTS- SEE SCHEDULE #2 S.Y.P. WOOD FOR EMBED. DEPTH ROOF TRUSS TYP. REQ. TYP. EACH CLAMP OPTIONAL FLAT TILE - BARREL TILE ROOF -CLAMP TOP CONNECTION DETAIL 3 SCALE-;-.- 1"=1'70" r Z !s/�. o HC-2 -FILE."COPY HELIOCOL SHORT CLAMP 2'-0" O.C. TYP. HELIOCOL PANEL RISER SYSTEM TYP. HELIOCOL LONG CLAMP T-0" O.C. TYP. (2) #6 HEX SCREWS-- "' LENGTH TYP PER GATOR / WATER RESISTANT SPACER " N. - THK TO BE DETERMINE �r BY CLEARANCE OF METAL -:� STANDING SEAM IF REQ. WOOD ROOF ROOF ASPHALT OR METAL / WOOD ROOF TRUSS TYP. SHINGLES TYP. TRUSS TYP. 4' DIA. STEEL LAG WOOD SHEATHING TYP -J 2X PT S.Y.P. WOOD BOLTS- SEE SCH. ROOF SEALANT TYP. OR ALUMINUM FOR EMBED. DEPTH REQ. TYP. EACH a" DIA STEEL ALL-THRD ROD UNISTRUT CONT. CLAMP W/ NUT - WASHERS MAX. 3 -0 ALONG PANEL O.C: LOCTITE ALL NUTS TYP. ALL CONNECTIONS OPTIONAL WOOD SPANNER OPTION CONNECTION DETAIL 5 SCALE: 1"=1'-0" HC-2 ffo� has 3 z�s D ' PROJECT: cr a w ¢� O z OS v a w z w Lu En I¢- = w z O J = u Ln w O ce � 2 m V a- a - DATE 3-20-12 DRAWN BY: I MAS CHKD BY: MAS REC. NO. # 29127 SCALE AS NOTED DRAWING # HC-2 -SHEET-1 OF 1 LIMITED SPACE OPTION FOR UNALIGNED TRUSS OPTIONAL ALL THREAD CONNECTION DETAIL 6 DL Jtr,T V 11i1Ty^ ." SIGN Z SCALE: 1"=1'-0" HC_2 MICTinRA.STUDNEY R PE #SBIB7