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HomeMy WebLinkAboutSUBMITTED PAPERSI Date: Fee Due:' j�� -- Q-0- J Receipt# kg� ( Permit # oz/3-• (,QC. St. Lucie County Building & Zoning 2300 Virginia Avenue Ft. Pierce, FL 34982-5652 Tel.561-462-1553 SPECIALTY PERMIT APPLICATION L° / SCq ❑ E Electrical Plumbing ❑ HVAC ❑ Fence St 4 ey�Ed ❑ Shed ❑ Demolition ❑ Gas ❑ Siding U% CO See page 2 for instructions and additional paperwork required for specialty permits 1. Location/Site Address: 2. Parcel 11D Number; 3 4 600 001 t--,=02 Office Use Only Section Townshi i Range Map Page I Zonin Land Use Initials I - - I.- I I �Lmu] 3. Description of Project or Work Activity: Jp Ol ©0% 4. Owners Information p r =4 ins Rienl ��S .3 , -R, ,O Address: City: 9+5t L utA Q State: FL - zip: 34C1g ((�_ Phone: .4rzS C1 -F5LS 6. Value of Construction: $ 5 -79 "' 5. Contractors Information FL Reg/Cert #: C V �, (p(p 3% County Cert#: ga57 Business Name: Phone k47iC(O3Fax' `-tD(o cZ7 OWNERS 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.. CrG I I� PRINT QUALIFIERS/OWNERS NAME SIGNATURE OF QUALIFIERIOWNER STATE OF FLORIDA, COUNTY OF %r� k 20� BY�� ATURE OF NOTARY ACKNOWLEDGED BEFORE ME THIS _Ll �DAY OF IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED AS IDENTIFICATION. • (seal) TYPE OR PRINT NAME OF NOTARY TITLE: NOTARY PUBLIC COMMISSION NUMBER <PaYA"ao AMBER FRANKLIN .`�z ;Notary Public - State of Florida « : •= My Comm. Expires Oct 31, 2014 St. Lucie County Specialty Permit Application rev. 8/25/05 dm '-�9. *°�' Commission # EE_ 7947 ' ____ Bonded Through National Notary Assn. Property Appraiser - St.Lucie C - ­ ity, FL Page 1 or 1 PROPERTY RECORD CARD -:!_ Home Print 0GA 8833 Bally Bunion Rd 34 3334-600-0014-000-8 144631 ���V�CIEC rA :36S :39E 33/34N SF Res PUD St Lucie County - Douglas F Campbell Brenda J Campbell POD 32 AT THE RESERVE PUD III SPYGLASS LOT 11 (OR 3277- �;!, s 8833 Bally Bunion Rd 299; 3363-1568) Port St Lucie FL 34986-3097 Date Price Code Deed Eooik./rage 2012 Final, 427700 Land Value: 63000 Acres: 0.33 2/10/2012 100 0111 QC 3363 / 1568 Assessed: 427700 Building Value: 364700 3/4/2011 435000 0112 SP 3277 / 0299 A.g.Credit: 0 Finished Area. 3375 SgFt 11/15/2010 290000 0112 SP 3251 / 1352 Exempt: 8/8/2003 532300 00 SP 1777 / 0548 Taxable- 1 axes: 8652.96 �ui.i;: 3SPdc l dr 1i 1f T#ON w :vrxa c e „�- cw, ceu) exterior Features View: - RootCover: CT - Conc Tile Roo.Struct: HP - Hip ExtType: HA+ - HA+ YearBlt: 2003 Frame: - Grade: A+ - A+ EffYrBlt: 2003 PrimeWall: BS - CB Stucco StoryHght: 0010 -1 Story No.Units: 1 SecWall: - Interior Features BedRooms: 4 Electric: MX - MAXIMUM PrmintWall: DW - Drywall FUIIBath: 4 HeatType: FHA - FrcdHotAir AvgHt/FI: STD 1/26ath: 1 HeatFuel: ELEC- Electric Prm.r1ors: CT -Tile-Ceramic %A/C: 100 %Heated: 100 %Sprinkled: 0 Sneciai Features and Yard Items Land Inforrnation Type Y/S Qty. Units Qual. Cond. YrBit. No. Use Type Type Measure Depth ENC2 - POOL ENC-AVG Y 1 1607 AV AV 2003 1 0100-SF,Res N -Flat 1 PAO1 - POOL DK-AVG Y 1 1319 AV AV 2003 SWHI - RES POOL HI Y 1 288 AV AV 2003 SPA - SPA -HOT TUB Y 1 30 AV AV 2003 PHTR - POOL HEATER Y 1 1 AV AV 2003 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. Related: Appraiser Oirect,:)ry http://www.paslc.org/paslc/Prc.asp?prclid=333460000140008 2/7/2013 IV31-3 9 I�f1�d�� #?�1d03133� o�Jv s%im" � si sdH�,lFtH1 Ji�fi�i3a v � S; 51�;_;. AiNnoo 313n : — As oluoi3 3dJ 3i 4 •.t' AMBER FRAaKLtN N AktY Puelio - $IIt1 al FI0110a j a My Comm. 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'sr' _� __�.� Solar Collectors Sensor Wire Sensor Pump System Schematic Panel Connectors 3-Way Valve Check Valve ' ST LU``I COUNTY GUILDIW DIVISION From Pool FOR ���ll� ®Mcm To REVIEWSD BY DA`M P A D PERMIT MUST DE KEPT ON JOB OR NO INSPECTION WILL. QS MADE Distributed by UMA Solar 950 Sunshine Lane UMk Altamonte Springs, FL 32714 S O L K R 1-800-79-SOLAR ¢ www.umasolar.com Sensor Mounted on Roof — Return Line — Sensor Wire — Sensor Wire Ball Valve Backup Heater (optional) HC-303 UMA 1/10 Collector Rating Search Page 1 of 1 FLORIDA SOLAR ENERGY CENTER' Creating Energy Independence FSEC Collector Search Instructions: Fill in as many values as desired to select partial or full listings and click on Show Selections. FSEC Id Collector Type Select Collector Type ....... . ....................................................................._, ....... _........ .... _...._...........I Company-': Heliocol USA, Inc. ........................................................................................................_......;. S5ow.50e00ns„ ]C77§how In Excelr ) Reset to befaulD7I Ratings Summary Of FSEC Certified Collectors 03/11/2013 Click on a FSEC Number to see the full page Collector report Thermal Thermal Thermal Performance Gross Performance Performance Thermosiphon Collectors Glazing Absorber Law Intermediate High or ICS Area Temperature Temperature Temperature Rating Rating Rating Model FSEC Company No Tvpe Material Coating 5 S Btu/Day Btu/ftz Btu/Day Btu/ftz Btu/Day Btu/ftz Net Heat Num Number Energy CoeN Heliocol TC 30 00084C 0 Polypropylene None with UV None 29.42 25000 850 9700 330 0 0 USA Inc. Heliocol TC 40 00085C 0 Polypropylene None with UV None 41.41 35200 850 13700 330 0 0 USA, Inc. stabilization Heliocol Chromagen 00093 1 Tempered Copper tubes tow Iron welded to Selective 25.48 24400 960 19100 750 5500 220 USA, Inc. CA110 glass copper fins Heliocol Tempered Copper tubes Alpha 32 00229C 1 low Iran welded to Selective 31.98 30900 970 24200 760 7000 220 USA, Inc. glass copper fins Tempered Copper tubes Heliocol Alpha 40 00230C 1 low Iron weltled to Selective 40.06 38500 960 30100 750 8700 220 USA, Inc. glass capper fins Heliocol TC 50 97010 0 Polypropylene None with UV None 48.6 41300 850 16100 330 0 0 USA, Inc. stabilization Heli ocgl ' Polypropylene Heliocol 38 00012C 0 USA, None with UV stabilization None 36.68 35100 960 12600 340 0 0 Heilocol Heliocol 40 00013C 0 Polypropylene None with W None 40.68 38900 960 14000 340 0 0 USA, Inc. stabilization tF Polypropylene Heliocol.. ;`fir HeliocoiSd_98002-0 None with UV None 48.23 46100 960 16500 340 0 0 USA, Inc. stabilization Polypropylene Heilocol Sun Miser 00017C 0 None why UV None 40.68 38900 960 14000 340 0 0 USA, Inc. 40 stabilization Heliocgl Sun Miser 00018C 0 Polypropylene None with UV None 48.23 46100 960 16500 340 0 0 USA, Inc. 50 stabilization Polypropylene Heliocgl Heliocol 30 00011C 0 None with UV None 29.15 27900 960 10000 340 0 0 USA, Inc. stabilization i https:Hsecuredb.fsec.ucf.edulstcplcollector_search?action=search&show options=l&debu... 3/11/2013 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 70 TO A MAXIMUM 27 ° (2/12 TO A MAXIMUM 6/12 PITCH) ROOF IN SCHEDULE. ALL CONNECTIONS ARE DESIGNED NOT TO EXCEED 30'4' 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 UMA SOLAR, 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. LAG BOLTS SHALL BE ASTM A276 TYPE 304 STAINLESS STEEL UNLESS OTHERWISE NOTED. B. STRUCTURAL CONNECTIONS SPECS PER THIS SHEET APPLIES FOR ALL HELIOCOL COLLECTORS. 9. PLASTIC POLYMER PIPE RISER SHALL BE PROVIDED AS A SPACER FOR PIPE CLAMP FASTENING LOCATIONS. ULTIMATE V.,d WIND Via WIND Vnd WIND QUANTITY OF LAG EMBEDMENT WIND SPEED PRESSURES PRESSURES PRESSURES BOLTS - CLAMPS DEPTH REQ. Vu, (MPH) ZONE 1(PSF) ZONE 2 (PSF) ZONE 3* (PSF) PER COLLECTOR 110 16.0,-16.0 16.0 , -25.5 16.0 , -37.9 * (4) 4' DIA. - (4) CLAMPS 2" ** 120 16.0 , -18.8 16.0 , -32.7 16.0 , -48.7 * (4) q" DIA. - (4) CLAMPS 2" ** 130 16.0 , -23.1 16.0 , -40.3 16.0 , -59.6 * (4) 4" DIA. - (4) CLAMPS 2" ** 140 17.2 , -27.9 17.2 , -48.6 17.2 , -71.8 * (4) 4" DIA. - (4) CLAMPS 2" ** 150 19.5 , -30.9 19.5 , -53.9 19.5 , -79.9 * (4) 4' DIA. - (4) CLAMPS 2" ** 160 22.4 , -35.4 22.4 , -61.7 22.4 , -91.3 * (4) 4" DIA. - (4) CLAMPS 2" ** 170 25.3 , -40.2 25.3 , -69.9 25.3 , -103.5 (4) y" DIA. - (4) CLAMPS 175 26.9 , -42.7 26.9 , -74.3 26.9 , -109.9 (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) NOMINAL WIND SPEED PRESSURES WITH EXPOSURE "C", RISK CATEGORY II, ENCLOSED BUILDING AND h < 60'4' PER ASCE 7-10 "MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES" AND 2010 FLORIDA BUILDING CODE. - EFFECTIVE DESIGN WIND AREA IS 12.5 SF PER COLLECTOR FOR HC-50. - MINIMUM Via WIND PRESSURE SHALL BE 16.0 PSF AND -16.0 PSF PER ASCE 7-10 SE 0. 2. * INSTALLATION OF COLLECTORS SHALL BE LOCATED IN ROOF WIND ZONE 1 AND 2. D E 3 REQUIRES SITE SPECIFIC STRUCTURAL ENGINEERS APPROVAL. ** LAG BOLT DEPTH REQUIRED IN WOOD MEMBER EXCLUDING ANY ROOF DECKING DMA BE DISTRIBUTED INTO (2) LAG BOLTS WITH HALF THE EMBEDMENT DEPTH REQUIRED. T- GABLE END BUILDING ROOF WIND AREA ZONES N 0 2 HIP END BUILDING ROOF 7 WIND AREA ZONES / O1 2 / 1 \J END CAP UM VV`nl CunnT / l nnnnc L REFER TO SCHEDULE FOR REQUIRED EMBEDMENT DEPTH LABELED "X" IN THIS DETAIL HELIOCOL LONG CLAMP 2'-0" O.C. TYP. (2) #6 HEX SCREWS - 4" LENGTH TYP PER HELIOCOL CLAMP 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 -WOOD ROOF TRUSS TYP. 1" DIA. STEEL LAG BOLT - SEE SCHEDULE FOR EMBED. DEPTH REQ. TYP. EACH CLAMP HC-2 -2) TYPICAL TYPICAL COLLECTOR ROOF LAYOUT - WIND TYP TOP - BOTTOM ASPHALT - METAL ZONES - SCHEDULE - PLAN 1 SHINGLE CONNECTION DETAIL 4 SCALE: $'=1'-0" HC-2 SCALE: 1"=1'-0" HC-2 TYPICAL HELIOCOL CLAMP. REFER TO SCHEDULE FOR BOLT SIZE PER DETAIL THIS SHEET END CAP HELIOCOL COLLECTOR TYP 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 "UMA SOLAR" LIFT KIT TYP PER CLAMP HELIOCOL SHORT CLAMP T-0"- O.C. TYP. HELIOCOL PANEL - RISER SYSTEM TYP. HELIOCOL�- LONG CLAMP ` T-0" O.C. TYP. HELIOCOL \ LONG CLAMPS (2 MINIMUM) #2 S.Y.P. WOOD ROOF TRUSS TYP. OPTIONAL FLAT TILE - of HC_2/ SCALE: 1"=V-0" REFER TO SCHEDULE FOR REQUIRED EMBEDMENT DEPTH LABELED "X" IN THIS DETAIL HELIOCOL SHORT CLAMP 2'-0" O.C. TYP. HELIOCOL COLLECTOR RISER SYSTEM TYP. HELIOCOL LONG CLAMP 2'-0" O.C. TYP. (2) #6 HEX SCREWS - 4" LENGTH TYP PER HELIOCOL CLAMP WATER RESISTANT SPACER- THK TO BE DETERMINE BY CLEARANCE OF METAL STANDING SEAM IF REQ, WOOD SHEATHING TYP ROOF SEALANT S.Y.P. 2X4 LOCATE BETWEEN - TRUSSES AND NAIL WITH 2-16D,NAIL PATTERN AT EACH END TO WOOD TRUSS WOOD ROOF TRUSS TYP. ROOF ASPHALT OR METAL SHINGLES TYP. 4" DIA. STEEL LAG BOLT - SEE SCH. FOR EMBED. DEPTH REQ. TYP. EACH CLAMP OPTIONAL WOOD SPANNER OPTION CONNECTION DETAIL 5 SCALE: 1"=V-0" HC-2 HELIOCOL SHORT CLA 2'-0" O.C. TYP. HELIOCOKOLLECTOR RISER SYSTEM TYP. HELIOCOL LONG CLAMP T-0" O.C. TYP. (2) #6 HEX SCREWS \ - 4" LENGTH TYP PER HELIOCOL CLAMP WATER RESISTANT SPACER - THK TO BE DETERMINE BY CLEARANCE OF METAL STANDING SEAM IF REQ. WOOD SHEATHING FLAT OR ROOF SEALANT TYP. BARREL TILE TYP. 4" DIA. STEEL LAG BOLT - SEE SCHEDULE FOR EMBED. DEPTH REQ. TYP. EACH CLAMP BARREL TILE '---WOOD'ROOF TRUSS TYP. ROOF ASPHALT OR METAL SHINGLES TYP. 2X PT S.Y.P. WOOD OR ALUMINUM 4" DIA STEEL ALL-THRD ROD --j UNISTRUT CONT. W/ NUT - WASHERS MAX. T-0" ALONG COLLECTOR O.C.-LOCTITE ALL NUTS TYP. ALL CONNECTIONS LIMITED SPACE OPTION FOR UNALIGNED TRUSS OPTIONAL ALL THREAD CONNECTION DETAIL 6 SCALE: 1"=V-0" HC-2 WOOD SHEATHING TYP - ROOF SEALANT TYP. I PROIECT: I w z Wiz O = z a a � No 0LL- 0Lr) w L�U_�< go Lu w cn J O J ooo 1 U-. ¢cam Uo Lu w E z 2 =aQaa- DATE 1 3-20-12 DRAW!d BY: I MAS CHKD BY: MAS REC. NO. # 29127 STALE I AS NOTED DRAWING # HC-2C -SHEET-1 OF 1 0 4E N G D FL PE #58187