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HomeMy WebLinkAboutSUBMITTED PAPERSDate: ue- I ]receipt# Permit # Wu Planning & Development Services Building & Code Regulations Division 2300 Virginia Ave. Fort Pierce, FL 34982 (772)462-1553. St SPECIALTY PERMIT APPLICATION El Electrical J�lumbing ❑ HVAC ❑ Fence ❑ Shed ❑ Demolition ❑ Gas ❑ Siding See page 2 for instructions and additional paperwork required for specialty permits 1. Location/Site Address: /-?, P/o bM l�2 2. Parcel ID Number: 3 `i 0 2—" 6 Q 00^ 0/ 7 9, 4 ©O ^ 9 SC U 6? C O40ty Offica Use Only Section Township Range Map Page oning an Use Initials N 3. Complete Description of Project or Work: / ti5 /A �� So ia 2 4R .5 .XS 4. Owners Information Name: 57, 1, v C/ E ee 5. Contractors Information FL Reg/Cert #: e 1/6 -�6 6 F / Address: L/ 3 % County Cert#: Z Y Y 2 Z w,4 YL ��I< e-0exy y A, City: �—/ . 101, /A�� State: i= Business Name: 7W-4-115w"d Zip: 3 y 9,55 Phone: ipvZ ( T)0"7Phone• V6 V -W 3y Fax:. % 8 4/. % 6. Value of Construction: $ -�,208 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 co and zo m . PRINT OWNER OR CONTRACTOR NAME ' SIGNA OF OWNER OR CONTRACTOR STATE OF FLORIDA, COUNTY OF ACKNOWLEDGED BEFORE ME THIS DAY OF ` CV. 20_j_� BY W ALLY KNOWN TO ME OR WHO HAS PRODUCED AS ID,FNTIFICATION. f- 1 :�_.• ' �'��; AGtGELfs�P�IUFP SIGNATURE OF N ARY TYPE OR PRINT N OF NOTARY ' ' ! MY CObiNNiISSION.I EE 003530 "+ off;; EXPIRES: April 12 2o15 P, xl'o, Bonded Thru Notary Public Undcrvrrilq, i COMMISSION NUMBER NOTICE TO OWNER: 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 COMMENCEMENT. EXEMPT: A/C -HEAT REPLACEMENT WITH CONTRACT UNDER $7500.00 Revised 04/26/2010 NOTICE'TO OWNER: FAILURF; T RECORD A NOTICE OF COMMENCEMENT 7 RESULT IN YOUR PAYING TWICE FOR IMPROV NTS TO YOUR PROPERTY. IF YOU INTEK D OBTAIN FINANCING, CONSULT WITH YOUR LI= xuER OR AN ATTORNEY BEFORE RECORDING' OCR 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 10D Dumber 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. ❑ bras 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 fence ® Siding Attach 2 copies of manufactures specifications ❑ HVAC Attach 2 residential energy studies, 2 manual J 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 3: 00 PM without special arrangements and additional fee paid. Upon issuance of this permit, requited inspections can be scheduled by calling (772) 462-1261. a FLORIDA SOLAR ENERGY CENTER" Approved Solar Energy_ System • Approval Date: FEB 2010 FSEC.# S00170A DISTRIBUTOR SYSTEM Solene Solene/Aurora 32DC 950 Sunshine Lane Altamonte Springs, Florida 327I4 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 a 2. 2.7 1 fTi IIF.RCRI Collector Manufacturer Model Number t ✓ ' . Units Total Rating (Btu) 1. Solene Solene/Aurora SLAB 32 1 30,900 i 2. 3. 4. Tank Manufacturer Model Number Capacity (gal) Type: Direct 1. Lochinvar FTA-066K 66 2. 3.' i 4., Pump Manufacturer Model Number Power Draw (Watts) Rated Power I., TACO 006BC4 75 1/40 H.P. 2.1 March 809-BR 30 1/100 H.P. 3.' Grundfos UPI 518 1 85 1/25 H.P. 4. Wilo Star 8 50 I/25 H.P. Controller Manufacturer Model Number Type: Differential controller 1. 1 Goldline GL-30 2., Goldline GL-30LCO 3.i STECA TR0301U Fiveze Protection 1.1 Freeze prevention valve 2.; Manual drain down Other Major Components L 2.' i 1679i-i.EA104%FERoi%y.Oxim.Roum:i329Z2-5703 ■ TEL321•638.1000 ■ r,%x321-638-1010 ■ w%vw.l'sec.ucfc;1tt _ UUYERYTY S157E1d of FLm.m • A4 Eam 0,vomuNw/A Flnl/AmrA=N EAMLonf? • A RESFAKM INswurE or mr UANIFWYOF CEMRAL FLa DA i i FSEC 4 SOOI70A i I I i I I I � I t9 Reviewed for C®de Compliance FLORIDA SOLAR ENERGY CENTER" A roved Solar Energy System Approval Date: FEB 2010 • Tet.326638.1006 - FA-021.635-1010 r sctes::fsec.iicl:eJsi . . pVE E1CiiO.V EY.?1.OYFR i A aFSCwzca i.VSTl um OF 71 tE U.NWEtrSr.YOF CENfRY FLO^Ri IMP t5: 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 70 TO A MAXIMUM 27 ° (2/12 TO A MAXIMUM 6/12 PITCH) ROOF IN SCHEDULE. BUILDING NOT TO EXCEED 30'-0" 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) e" 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. B. STRUCTURAL CONNECTIONS SPECS PER THIS SHEET APPLIES FOR ALL SOLENE AURORA COLLECTORS. 9. PVC PIPE RISER/SPACER IS REQUIRED FOR PIPE CLAMPS WHERE PIPE ELEVATION VARIES. 10. CONTRACTOR SHALL ENSURE ALL ROOF PENETRATIONS TO BE INSTALLED AND SEALED PER 2010 R nRTnA RI ITI nTNr rnnF nR I nm rnVFRNTNr rnnF- ULTIMATE V m WIND Vie WIND Vasa WIND QUANTITY OF EMBED. COLLECTOR WIND SPEED PRESSURES PRESSURES PRESSURES BOLTS - BRACKETS DEPTH LAYOUT V,a (MPH) ZONE 1(PSF) ZONE 2 (PSF) ZONE 3* (PSF) PER COLLECTOR REQ. 110 16.0 , -17.3 16.0 , -30.2 16.0 , -45.0* (4) 8' DIA. - (4) BRCK. 2' ** PORT., LAND. 120 16.0 , -22.2 16.0 , -38.8 16.0 , -57.8* (4),3" 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 23.1, -36.7 23.1, -63.9 23.1, -94.8* (4) e' DIA. - (4) BRCK. 3" ** PORT., LAND. 160 26.6 , -42.0 26.6 , -73.2 26.6 , -108.2 (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) 8" 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 Vma 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. n-- I cu w zo I in N O aCD m -Z ------ 0 t 0 Rm V. Z z F-4 -z z--- Lu f ----� L�'1J SL-3 SL-3 TYPICAL COLLECTOR PITCHED ROOF LAYOUT -WIND ZONES -SCHEDULE -PLAN / -3 VOTE: FOR TILE ROOFS, SOLENE MOUNTING BRACKET WITH LIFT KIT ASSEMBLY SHALL BE USED. ROOF DECKING VOT SHOWN FOR CLARITY. REFER TO SCHEDULE FOR REQUIRED COLLECTOR LAYOUT FOR EACH WIND SPEED. - gf rg, aJ gt- WIN: ol" � in. En l" SOLENE ALUM. MOUNTING BRCK. TYP 4 PLCS. SEE SCHEDULE THIS SHEET 2'-0" O.C. TYP. �L �� cn v wl w w TYPICAL COLLECTOR ORIENTATIONS SCALE: ROOF SHINGLES TYP. SOLENE ALUMINUM MOUNTING BRACKET. SOLENE - COLLECTOR TYP. - #2 S.Y.P. WOOD ROOF TRUSS BEYOND $' DIA. ST STL LAG BOLT TYP. SEE SCH FOR EMBED DEPTH REQ TYP. WOOD SHEATHING TYP. REFER TO SCHEDULE THIS SHEET FOR REQUIRED EMBEDMENT DEPTH LABELED "X" IN THIS DETAIL TYPICAL ASPHAL�METAL SHINGLE CONNECCTTION DETAIL 3 SCALE: 1 Z'=1'-o" SL-3 �N JILieREI N DA o-0 LANDSCAPE ORIENTATION ROOF SHINGLES TYP. SOLENE ALUMINUM MOUNTING BRACKET. SOLENE - \ -� TYP. SOLENE ALUMINUM - - FRAME SECTION TYP. 4' GRADE-B STEEL -SLOTTED T-BOLT TYP, PER MOUNT BRACKET NE ALUMINUM 0 SH MOUNT BRACKET SLOTTED HOLE " P. IN FRAME TYP. TYPICAL CARRIAGE BOLT - FLUSH ST. LUCIE'ICOUNTY ,,,:BUILDING -DIVISION By SCALE: 1 2!"=V-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. SOLENE COLLECTOR TYP. SOLENE ALUMINUM MOUNTING- \ BRACKET. 8" DIA. ST STL LAG BOLT TYF SEE SCH FOR EMBED DEPTH SOLENE X3X8 - 4" ALUM. 6063T6 / 1" DIA. X 16' INSERT LIFT KIT" --A S€W YTYP. �kNg A2lr P5RMIT '09 Ktfft N J013 OR IeCT!rt ilLA. I3r; MAE FLAT OR BARREL JOOD TILE TYP HEATHING TYP. Y.P. WOOD ROOF S TYP. _ TYPICAL FLAT TILE -BARREL 2 TILE ROOF CONNECTION DETAIL 6 3 SCALE: 1 z'=1'-0" SL'3 ROOF SHINGLES TYP. WOOD SHEATHING TYP. SOLENE COLLECTOR SOLENE-ALUMINUM TYP, MOUNTING BRACKET ° ° ° lTl #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 r4 SCALE: 11'=1'-0" SL-3 �an �o ffi �� oo �V) �o I PROJECT: I ¢Lu oLu v,y`o` Luo w w z o�z Lu J OU w¢0 O cn LL O0U(nF< b LL LU Ln Lu � c) r O�o¢U 0 z=0�� U Lu in O � z � cnaQaa DATE 3-30-2012 T( DRAWN BY: MAS CHKD BY: MAS 4 - #2 S.Y.P. WOOD ROOF REC.NO.#1 29127a TRUSS BEYOND SCALE I AS NOTEDLL S.Y.P. (2) 2X4 LOCATE BETWEEN TRUSSES WITH 4-16D NAIL PATTERN DRAWING # AT EACH END TO WOOD TRUSS TYP. aSL-3D ' DIA. ST STL LAG BOLT TYP. SEE SCH FOR s EMBED DEPTH REQ TYP. SHEET-1 OF 1 REFER TO SCHEDULE THIS SHEET FOR REQUIRED EMBEDMENT DEPTH LABELED "X" IN THIS DETAIL TYPICAL WOOD SPANNER OPTION FOR UNALIGNED TRUSS - BRACKET T� A H T IGN CONNECTION DETAIL 5 3 zA r3 �81 SCALE: 1 n=1 'o " SL-3 MINAEL0.STUDNEY 2 FL PE #58187 v 9 w� `l L_