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HomeMy WebLinkAboutSUBMITTED PAPERSPlanning & Development Services ] Building & Code Regulations Division SC 2300 Virginia Ave. N1%ED Fort Pierce, FL 34982' (772)462-1553. °UntY SPECIALTY PERMIT APPLICATION ❑ Electrical Plumbing ❑ 13VAC ❑ Fence ,10 ❑ Shed ❑ Demolition ❑ Gas ❑ Siding See page 2 for instructions and additional paperwork required for specialty permits 1. Location/Site Address: 7/0 % I —A l '1AN Q��4 2. Parcel E D Number: % 3 O/ — o /a - o 3 i Of,ffc2 Use Section Township Range Map Page Zoning La d Use Initials Only i1 3. Complete Description of Project or Work: /NSi 4 �� SD1A 2 /,/©� 4. Owners Information 5. Contractors Information Name: S% Lucrc- 65, FL Reg/Cert#: C V CS 69u% ^� Address: 3 7 I) 7 S /� County Cert#: _I WA fete lL CS��RyrUZSA, City: % /• %,!e4eC— State: Business Name:' 7-1ZAc1CW.,AJJ Sa 4AL zip: 3 L/ 9S D Phone: G LIM"—( Phone: Y6'/ -Y6 3 O Fax: `3 19 — G13 % 6. Valae of Construction: $ 02� 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 cons d zones ;�APId lJovAl PRINT OWNER OR CONTRACTOR NAME l ` SIGNAT OF OWNER OR CONTRACTOR STATE OF FLORIDA, COUNTY OF ACKNOWLED DAY OF ` , 20 BY �V Z;F— WHO I ERSON t8 OR WHO HAS PRODUCED _ .•`-i \ENTIFICATIO , GF V so SIGNATURE NOTARY TYPE OR PRINT AME OF NOTARY ndea r7% ry0 N 2p �s3p CONMSSION NUMBER NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWIC-1 IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. EXEMPT: A/C -HEAT REPLACEMENT WITH CONTRACT UNDER $7500.00 Revised 04/26/2010 NOTICE TO OWNER: FAILURE T- `" CORD A NOTICE OF COMMENCEMENT M/ , "ESULT ;IN YOUR PAYING TWICE FOR RaROVEIV, S TO YOUR PROPERTY. IF YOU INTEND' )BTAIN FINANCING, CONSULT WITH YOUR LENLrun OR AN ATTORNEY BEFORE RECORDING YOUK NOTICE OF COMMENCEMENT. EXEMPT: A/C -HEAT REPLACEMENT WITH CONTRACT UNDER $5,000. INSTRUCTIONS Please complete all information in the space provided. All information must be printed (use. black or blue ink only) or typed. This permit application is to be used only for those activities that are not otherwise included under a primary building permit. This application may not be used for any activity that includes structural alteration. The information to be provided with this application includes: 1. Location/Site Address 2. Parcel ED Number 3. Description of Project or Work Activity 4. Owner Information 5. Contractor Information 6. Value of Construction Indicate the street address or general location of property where the building activity is taking place. Indicate the tax identification number of the property where the building activity is taking place. Fully describe the activity to take place. Indicate the name and address of the owner of the property on which activity is taking place. Indicate the State of Florida registration number (if applicable), St. Lucie County contractor license number and the name of the business doing the work. Indicate the total value of the work to take place. Total cost of construction includes all current retail material and labor costs associated with the building/construction activity. Construction value is used to determine the permit fee. St. Lucie County reserves the right to .question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction. ® Gas Attach 2 piping schematics with tank size,location, and BTU of each appliance ® Shed: Attach 2 plot plans, 2 copies of DCA letter and plans, 2 anchor specifications ® Fence Attach 2 plot plans showing location 'of fence height of fence and type of force ® Siffing Attach 2 copies of manufactures specifications ® HVAC Attach 2 residential energy studies, 2 manual .1 calculations. 2 sets of duct layouts for new system or full replacement This application can be submitted to St. Lucie County Building and Zoning, 2300 Virginia Avenue, Fort Pierce, FL 34982. All permit applications must be filled out completely before submission. No applications will be accepted for processing after. 4:30 P.M. For assistance in completing this application, please call (772) 462-1553, during regular office hours (8:00 AM - 5:00 PM)), Monday through Friday. NOTE. Emergency electric service change out inspections will not be performed after 3e 00 PM without special arrangements and additional fee paid. Upon issuance of this permit, required inspections can be scheduled by calling (772) 462-1261. FLORiDA SOLAR ENERGY CENTERr Approved Solar Energy System Approval Date: FEB 2010 FSEC 4 S00170E DISTRIBUTOR SYSTEM Solene Solene/Aurora 80DC 950 Sunshine Lane Altamonte Springs, Florida 32714 This system was evaluated by the Florida Solar Energy Center (FSEC) in accordance with the Florida Standards Program for Solar Domestic Water and Pool Heating Systems (FSEC Standard 104-05) and was found to meet the minimum standards established by FSEC. North Central South The calculated Florida Energy Factors for this system are: 6.6 7.5 7.5 DESCRIPTION Collector Manufacturer T Model Number Units Total Rating (Btu) 1. Solene Solene/Aurora SLAR40 2 75,800 2. 3. 4. Tank Manufacturer Model Number Capacity (gal) Type: Direct 1. Lochinvar FTA 120K 120 2. Rheem 81RV120-1 120 3. AO Smith Sun 120 120 4. Any Equivalent UL Listed Tank 120 Pump Manufacturer Model Number Power Draw (Watts) Rated Power 1. TACO 006BC4 75 1/40 H.P. 2. March 809-BR 30 1/100 H.P. 3. Grundfos UP1518 85 1/25 H.P. 4. Wilo Star 8 50 1/25 H.P. Controller Manufacturer Model Number Type: Differential controller 1. Goldline GL-30 2. Goldline GL 30LCO 3. STECA TR0301 U Freeze Protection 1. Freeze prevention valve 2. Manual drain down Other Major Components 2. I ` 167+) 0.F%uLi%NF Ro:An. Ccxv,%. FLosit*% 32922-5703 ■ TEL 321-638-1000 - rA-, 321-638-1010 • ww w1sec.tic(etlu UNNL" SYSTEL4 OF FLMA • AN EQUAL OTPOFIU M/AFFUt1MTWr Aa1ON ENPLOtER • A Rum" OF THE U,*,,Ao Y OF CEMPAL FLOZM FLORIDA SOLAR E?* Ewy CENTEk,-- A roved Solar E-.ergy System Approval Dater FEB 2010 FSEC B SOGI70A Reviewed for Code Compliance UNvmvSYifEuw FtO^oA a Av EouV.{Y'Pa:Wmj I • Th 3l l-638- lWj IM 32 1-635.1010 p :i K ti�a��c.ucl:aLi . M Aoia,4E 4aoY£R o A IiMAWH 1.YSMUTE OP 7NE UKN OWY OF C£NiR%L KO^EN SOLENE COLLECTOR GENERAL NOTES: 1. APPLICABLE CODE: 2010 FLORIDA BUILDING CODE & ASCE-7-10 MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES. 2. BOLT DIAMETER AND EMBEDMENT LENGTHS ARE DESIGNED PER 2010 FLORIDA BUILDING CODE REQUIREMENTS. ALL BOLT CAPACITIES ARE BASED ON A SOUTHERN YELLOW PINE (SYP) RESIDENTIAL WOOD ROOF TRUSS 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. BUILDING NOT TO EXCEED 30'-D" ROOF HEIGHT. CONTRACTOR RESPONSIBLE TO VERIFY ROOF SLOPE. 4. EACH BRACKET SHALL BE FASTENED TO THE COLLECTOR WITH (1) GRADE B STEEL T-BOLT PER CONNECTION. EACH BRACKET SHALL BE FASTENED TO ROOF TRUSS WITH (1) 8" DIA. A276 STAINLESS STEEL LAG BOLT. SEE SCHEDULE FOR LAG BOLT DESIGN EMBEDMENT. 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 SOLENE INSTALLATION _ MANUAL FOR ALL ARCHITECTURAL,_ MECHANICAL, ELECTRICAL, PLUMBING, AND SOLAR SPECS. 7. ALL LAG BOLTS THIS SHEET SHALL BE A276 STAINLESS STEEL UNLESS OTHERWISE SPECIFIED. 8, STRUCTURAL CONNECTIONS SPECS PER THIS SHEET APPLIES FOR ALL SOLENE AURORA COLLECTORS. 9. PVC PIPE RISERISPACER IS REQUIRED FOR PIPE CLAMPS WHERE PIPE ELEVATION VARIES. 10. CONTRACTOR SHALL ENSURE ALL ROOF PENETRATIONS TO BE INSTALLED AND SEALED PER 2010 ULTIMATE Vasa WIND Vaza WIND Vasa WIND QUANTITY OF EMBED. COLLECTOR WIND SPEED PRESSURES PRESSURES PRESSURES BOLTS - BRACKETS DEPTH LAYOUT Vwh (MPH) ZONE 1(PSO ZONE 2 (PSF) ZONE 3* (PSF) PER COLLECTOR REQ. 110 16.0 , -17.3 16.0 , -30.2 16.0 , -45.0* (4) e' DIA. - (4) BRCK. 2" ** PORT., LAND. 120 16.0 , -22.2 16.0 , -38.8 * 16.0 , -57.8 (4) 8" DIA. (4) BRCK. 2" ** PORT., LAND. 130 17.2 , -27.4 17.2 , -47.8 17.2 , -70.7* (4) a' DIA. (4) BRCK. 2" ** PORT., LAND. 140 20.8 , -33.0 20.8 , -57.6 20.8 , -85.2* (4) e" DIA. (4) BRCK. 3" ** PORT., LAND. 150 I 23.1, 36.7 23.1, -63.9 23.1, -94.8* (4) N DIA. (4) BRCK. 3" ** PORT., LAND. 160 26.6 , -42.0 26.6 , -73.2 26.6 , -108.1 (4) e' DIA. (4) BRCK. 3" ** PORT., LAND. 170 30.1, -47.6 30.1, -82.8 30.1, -122.7 (4) 8" DIA. (4) BRCK. 3.5" ** PORT., LAND. 175 31.9 , -50.6 31.9 , -88.2 31.9 , -130.3 (4) a' DIA. (4) BRCK. 3.5" ** PORT., LAND. - 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 "D", RISK CATEGORY II, ENCLOSED BUILDING AND h < 60'-0" PER ASCE 7-10 "MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES" AND 2010 F.B.C., MINIMUM Via WIND PRESSURE SHALL BE 16.0 PSF AND -16.0 PSF PER ASCE 7-10 SECTION 30.2.2. - EFFECTIVE DESIGN WIND AREA IS 10 SF PER COLLECTOR. ** LAG BOLT DEPTH REQUIRED IN WOOD MEMBER EXCLUDING ANY ROOF DECKING. * INSTALLATION OF COLLECTORS MUST BE IN WIND ZONE 1 AND 2. WIND ZONE 3 INSTALLATION REQUIRES SITE SPECIFIC STRUCTURAL ENGINEER'S APPROVAL. A 2 O LL O I Lq o z I z o ce w Z -Zp---- - o:Q. LL 0 2 I v \� I \ V \ c DOTE: FOR TILE ROOFS, SOLENE MOUNTING BRACKET WITH LIFT KIT ASSEMBLY SHALL BE USED. ROOF DECKING JOT SHOWN FOR CLARITY. REFER TO SCHEDULE FOR REQUIRED COLLECTOR LAYOUT FOR EACH WIND SPEED. I - I �I �ILEI TI�I �` I� SOLENE ALUM. MOUNTING BRCK. TYP 4 PLCS. SEE SCHEDULE THIS SHEET „ „ BRCK. NTYP 4 PLCS. SEE E ALUM. MOUNTI 2 -O O.C. TYP. 2 -O O.C. TYP. SCHEDULE THIS SHEET I � i j I I Ln M Lo jj wI LuI W LL N wlo . W N wlo W, w o W, �. W,o PORTRAIT ORIENTATION TYPICAL COLLECTOR ORIENTATIONS SCALE: R"=1`-0" ROOF SHINGLES TYP SOLENE ALUMINUM MOUNTING BRACKET. SOLENE - COLLECTOR TYP. - #2 S.Y.P. WOOD ROOF TRUSS BEYOND --- --- - ------ --------' - e" DIA. ST STL LAG BOLT TYP. SEE SCH FOR 3 2 2 3 EMBED DEPTH REQ TYP. V( WOOD SHEATHING TYP. z SL-3 REFER TO SCHEDULE THIS SHEET FOR REQUIRED EMBEDMENT DEPTH LABELED "X" IN THIS DETAIL TYPICAL COLLECTOR PITCHED ROOF LAYOUT TYPICAL ASPHAL�METAL - WIND ZONES - SCHEDULE - PLAN 1 SHINGLE CONNE(C.TTION DETAIL 3 SCALE: NONE SL-3 SCALE: 12'=V-o" SL-3 €i- . LUCIE COUNTY L•JILDING DIVISION! VOR CQQAPLI O, D at c /'q-_uu CLAN 1) F�Et ilAl T ON J 2M 2m -ISP1=C WILL U-JwlO mow}o LANDSCAPE ORIENTATION ROOF SHINGLES TYP. SOLENE ALUMINUM MOUNTING BRACKET. SOLENE -\ 00� TYP. .L 11 SOLENE ALUMINUM FRAME SECTION TYP. 4" GRADE-B STEEL SLOTTED T-BOLT TYP. PER MOUNT BRACKET SOLENE ALUMINUM FLUSH MOUNT BRACKET SLOTTED HOLI TYP. IN FRAME TYP TYPICAL CARRIAGE BOLT - FLUSH _MnI INIT DDAr vi:T r AKihic:=r I nC:T� --SCALE:-1-Z"=1'-0° -- -- -- - - REFER TO SCHEDULE THIS SHEET FOR REQUIRED EMBEDMENT DEPTH LABELED "X" IN THIS DETAIL CUT OUT OR REMOVE TILE TO INSTALL "LIFT KIT" ASSEMBLY. RE -INSTALL, RE -FILL AND RE -SEAL TILES AFFECTED WITH APPROVED ROOF MAT. SOLENI SOLENE ALUMINUM BRACKET. "' DIA. ST STL LAG BOLT TYP. ov - , , IN IM 1-1 1 SEE SCH FOR EMBED DEPTH - PROJECT: REQ TYP. a J SOLENE 3X3Xa - 4" ALUM. ?;;\ �;, - 6063T6 W/ 1" DIA. X 16 FLAT OR E~ INSERT "LIFT KIT" - BARREL o = o ASSEMBLY TYP. �� - __ WOOD TILE TYP. J b Lu SHEATHING TYP. ILu w 2- #2 S.Y.P. WOOD ROOF in � z O TRUSS TYP. TYPICAL FLAT TILE - BARREL o N Z TILE ROOF CONNECTION DETAIL 6 x ¢ w 3 SCALE: 1 Z'=1'-0" SL-3 0 J Q a ROOF SHINGLES TYP. U o w w cn Lu WOOD SHEATHING TYP. o o SOLENE COLLECTOR O 3: w ¢ SOLENE ALUMINUM TYp, w o p tj u MOUNTING BRACKET. 2'_= oC w w I ! #2 S.Y.P. WOOD ROOF TRUSS TYP. 2X PT S.Y.P. WOOD OR \--WOOD SHEATHING ALUMINUM UNISTRUT TYP. CONT. ALONG PANEL 8" DIA. ST STL ALL-THRD ROD WITH NUT - WASHERS MAX. T-0" O.C: LOCTITE ALL NUTS TYP. ALL CONNECTIONS TYPICAL LIMITED SPACE OPTION CONNECTION DETAIL 4 SCALE: 1;'=1' 0" CI � ' - o �z c2 f�. DATE 3-30-2012 /i 00 ° � I I`� DRAWN BY: I D1AS CH KD BY: MAS �- #2 S.Y.P. WOOD ROOF . REC. NO. # 29127 TRUSS BEYOND SCALE I AS NOTED S.Y.P. (2) 2X4 LOCATE BETWEEN li�jlr TRUSSES WITH 4-16D NAIL PATTERN DRAWING # +�' 3 AT EACH END TO WOOD TRUSS TYP. S �_3 DDIA. ST STL LAG BOLT TYP. SEE SCH FOR EMBED DEPTH REQ TYP. SHEET! OF 1 REFER TO SCHEDULE THIS SHEET FOR REQUIRED EMBEDMENT DEPTH LABELED "X" IN THIS DETAIL TYPICAL WOOD SPANNER OPTION 4�.lFOR UNALIGNED TRUSS - BRACKET CONNECTION DETAIL 5� SCALE: 1 Z'=1'-0" SL-3 M' FL PE# 75 L �g