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HomeMy WebLinkAboutSUBMITTED PAPERSALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: J� SCANNED Permit Number:t`�dl • C� I BY St. Lucie County Building Permit Application Planning and Development Services Building and Code Regulation Division 2300 Virginia Avenue, Fort Pierce FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential x PERMIT APPLICATION FOR: Other PROPOSED IMPROVEMENT LOCATION: Address: 116 Queen Catherina Ct Legal Description: Queens Cove - Unit 2 - Blk 22 Lot F Property Tax ID #: 1414-702-0016-000-4 Lot No. F Site Plan Name: Hopper Block No. 22 Proiect Name: Setbacks Front Back: Right Side: Left Side: DETAILED DESCRIPTION OF WORK: Solar Pool Heating System iditional work to RPlumbing med under this permit —check all apply: 1]HVAC Tank ❑Gas Piping Shutters aWindows/Doors Electric OSprinklers Generator Roof Total Sq. Ft of Construction: _ Cost of Construction: $ 4890.00 S Ft. of First Floor: Utilities: Sewer ElSeptic Building Height: OWNER/LESSEE: CONTRACTOR:` Name Terry Hopper Name: Erik Delaney Address:116 Queen Catherina Ct Company: Climatic -Solar Corp City: Ft Pierce State: FL Address: 650 2nd Ln Zip Code: 34949 Fax: City: Vero Beach State: FL Phone No. 117 TO ) ' _ds-al Zip Code: 32962 Fax: 772-567-4553 E-Mail: __�[�zs g Phone No. 772-567-3104 Fill in fee simple Title Holder on next page ( if different E-Mail: office@climaticsolar.com from the Owner listed above) State or County License: CVC56671 If value of construction is 52500 or more, a RECORDED Notice of commencement is requirea. SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION: DESIGNER/ENGINEER: _ Not Applicable MORTGAGE COMPANY: Not Applicable Name: /o7JA Sh, _ Name: Address: Address: /2/ City: ot— //'/✓ State- City: State: Zip: 9ST'S Phone: Zip: Phone: FEE SIMPLE TITLE HOLDER: _ Not Applicable BONDING COMPANY: Not Applicable Name: Name: Address: Address: City: City: Zip: Phone: Zip: Phone: I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such` structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite before the first inspe"n. If you intend to obtain financing, consult with lender or an attorney before commencing work or/fe4ording vour Notice of Commencement. n A _ SignaXiure of Owner/ Agent//I STATE OF FLORIDA COUNTY OF � The f r ing instru nt w s acknowledged b fore'me E. thiday of 20 14 }F a to of STATE OF FLORI COUNTY OF � The for o. g instrum nt was acknowledged befc this ay of 2014 by a C) — g Name of person acknowledging) (Name of person acknowledging � � a � ( p ''••.,,,,,,fir e}� m ignature of ary Public- tate of Nori d a) - E (ignature of N t ry Public State of Florida ) Personall nown OR Produced Identifi Personall OR Produced Identification Type of Ide ation Produced Type of Idnownn Produced Commission No. (Seal) Commission No. (Seal) Revised 07/15/2014 REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE INITIALS JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE CrT^-,°-Y FILE # 4001178 OR B,' 3678 PAGE_420, Recorded 10/06/2014 01:48 PM Permit No. State of Florida County of St. Lude NOTICE OF COMMENCEMENT Tax Folio No. IL/Iq--�oa— 001(A-©oo-y The undersigned hereby gives notice that Improvement will be made to certain real property, and In accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. al Desai tlon of rtV (and street'address f available): Ua I L I F General description of Improvement: 50wW— 700L- RE TTI (JC" S LST"�lt Owner Information lessee information If the Lessee contracted for the Improvement: Name s Address T ( 3l !14 Interest In property: Name and address of fee simple titleholder (if different from OwneAsted above): Contractor's Name: �lptTIG�SDL-( ye— Cpa --:. Contractor Address: 50 r�.f.)b Lhi S7Zn 1 Ck � (aa Phone0 Nymber -31 Surety (if applicable, a copy of the payment bond is attached): Amount of bond: $ , G� Name and address: Phone number. Lender Name: �On/ F Phone Number: Lenders address: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by section Name:)7., Florida Statutes: /� Name:�/ � Phone Number. In addition to himself or herself, Owner designates k� / of Uenor's Notice as provided In Section 713.13(1) (b), Florida Statutes. Phone number of person or entity designated by owner: to receive a copy of the Expiration date of notice of commencement: (the expiration date may not be before the completion of construction and final payment to the contractor, but will be 1 year from the date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IFYOU INTEND TO OBTAIN FINANCING, CONSULT WfrH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perjury, I re that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of my knowledge and belWW (Signature of Ow er or Lessee, or Owners or Lessee's Authorized Officer/Director/Partner/Manager (signatory's Tide/Office) 1 The foregoing instrument was acknowledgedZ day of 6 1, / - �/ before me this- y '�, 20 l LI By / YY 12 1/ // n ,O A G0- as A w /V e 2 for �'/i /`+ R /�•r '.S �G 2 l0 /t i0 Name Person t Type of authority (eg. officer, trustee) Party on behalf of whom Instrument was edcuted Personally known_ or Produced Identification (Si a re yte of Floddal _ (Print, moaf�oned Name of Nota Publicl, ntification produced D 171L Ve IZ SC ode SERGEI GOIIKASOV ? ®`kc Notay Public • State of FIorIW My Comm. Expires Oct 27. 2018 jl commission I FF 147234 �;',fd::aPa Budrd ThaprlYiaal �YAw► STATE OF FLORIDA F ST. LUCIE COUNTY THIS IS TO CERTIFY THAT THIS iS A TRUE AND CORRECT COPY OF THE ORIGINAL. S H E. SMIT LERK rk 6 2014 Date: FLORIDA SOLAR ENERGY CENTER' SUMMARY INFORMATION SHEET October 2006 FSEC # 00259C MANUFACTURER Revised October 2009 Collector Model Solar Hydronics Corp. HiTec 4x12 HT-412 1423 Gunn Highway Odessa, Florida 33556 This solar collector was evaluated by the Florida Solar Energy Center (FSEC) in accordance with prescribed methods and was found to meet the minimum standards established by FSEC. This evaluation was based on solar collector tests performed at the Florida Solar Energy Center, Cocoa, Florida The purpose of the tests is to verify initial performance conditions and quality of construction only. The resulting certification is not a guarantee of long term performance or durability. DESCRIPTION Gross Length 3.658 meters 12.00 feet Gross Width 1.158 meters 3.80 -feet . Gross Depth 0.008 meters 0.03 feet _ Gross Area 4.236 square meters 45.60 square feet Transparent Frontal Area 4.236 square meters 45.60 square feet = Volumetric Capacity I IA liters 3.0 gallons Weight (empty) 9.5 kilograms 21.0 pounds Recommended Flow Rate 442 mils 7.0 gpm Test Pressure 414 kPa 60 psig - Number of Cover Plate None Flow Pattern Parallel Forced Circulation Number of Tubes Multitube Mat MATERIALS Enclosure None —0 y / Glazing None Absorber Polypropylene with UV stabilization AmhOPY Absorber Coating None , Insulation None �` THERMAL PERFORMANCE Testing per ASHRAE 96-1980 (1989) Incident Angle Modifier KTa = 1.0 + 0.08 ([I/Cos 0] — 1) Efficiency Equations SI Units °C / Watt✓m2 English Units °F / Btu/hrftz q = 83.6 - 1715 (T; Tj/I q = 83.6 - 302 (T; T.)/I q = 84.3 - 1624 (T; T.)/I - 6459 [(T; Ta)/I]Z q = 84.3 - 286 (T; Ta)/l - 200 [(Ti-Ta)/I]= RATING This collector has been rated for energy output on measured performance and an assumed standard day. Total solar energy available for the standard day is 5045 Watt-hour/m2 (1600 Btu/ft2) distributed over a 10 hour period. Output energy rating for this collector based on the second -order efficiency curve are: Collector Temperature ENERGY OUTPUT Low 35 °C (95 °F) 48,100 Kilojoules/day 45,600 Btu/day Intermediate 50 °C (122 °F) 19,700 Kilojoules/day 18,700 Btu/day High 100 °C (212 °F) 0 Kilojoules/day 0 Btu/day Reference 96007 1679 CLEARL %KE ROAD. Cocoa. Roiuw, 32922-5703 ■ TEL 321-638-1000 • FAx 321-638-1010 ® www1sec.ucfedu UNNT-RMrry SMEM OF FLORIDA ■ AN Ea.w 0PPoRnjmw/AFFswATNF A cm.N EarnLOVER • A RrsrA H lNmnrrE OF TtiE UVIVEr<w OF CENTRAL FLORIDA TOP HEADER RUBBER COUPLING 4'x8', 10' OR 12' UPPER HOLD DOWN CLAMP --� SOLAR PANELS — (SEE DETAIL A) (2 PER PANEL MIN.) NOT > 48" CTC, NOT < 16" CTC PANEL (TYP.) BOTTOM HEADER (SEE DETAIL B) PANELS SCAL p Y FILL G moo. s�. ATTACHMENT HARDWARE NOTE: CONTRACTOR TO USE OEM ATTACHMENT PARTS ONLY MOUNT A - (2) NO.14 x 2" MIN SS HEX WASHER HEAD OR SHEET METAL SCREW PER ANCHOR LOCATION DISTANCE DECREASES FOR COLLECTOR COUPLING ARRAYS ENCROACHING IN PRESSURE ZONE 2 AND/OR 3 HOSE CONNECTOR (2) NO. 14 x 2" MIN SS HEX ---WASHER HEAD OR SHEET METAL SCREW PER MOUNT N "A" LOCATION INTO PLYWOOD = SHEATHING OR ONE SCREW T- WITH FULL EMBEDMENT IN RAFTER OR TRUSS co; cn STRAP SPACIN (SEE DETAIL C w CONTINUOUS SS STRAP N OD cn w COLLECTOR HEADER 2.00" I.D. v N �amh� COLLECTOR TUBES o z W �— EXISTING ROOFING 2 Q O Q l O Yq 1" DIA SS FENDER WASHER MINIMUM 1/2" O.S.B. OR 1/2" CDX PER SCREW PLYWOOD SHEATHING (DESIGN OF mg SHEATHING BY OTHERS) I L OEM PVC ANCHOR 1/2" PLASTIC COATED 316 BUTTON OR 16 GA. 7/8" X STAINLESS STELL STRAPPING 1/2" SS ANGLE (1 1/8" ` .048" THICK, 670 LB BREAK NO.14 x 3" MIN SS HEX LONG) SLOTTED LEG FOR STRENGTH WASHER HEAD OR SHEET STRAP INSTALLATION METAL SCREW PER (TYP.) 50" CTC MAX. ANCHOR LOCATION TRUSSES OR RAFTER 1/2" PLASTIC COATED 316 STAINLESS STELL STRAPPING .048" THICK, 670 LB BREAK STRENGTH TRUSSES OR 1. THE STRUCTURAL SYSTEMS FOR THE DRAWINGS PRESENTED WERE DESIGNED IN ACCORDANCE WITH SECTION 1609 OF THE FLORIDA BUILDING CODE 2010 EDITION AND ASCE 7-10. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. FOR RISK CATEGORY 11 STRUCTURES. 2. WIND SPEED IS 170 MPH ULTIMATE VELOCITY (132 MPH NOMINAL WIND SPEED) 3. WIND EXPOSURE CATEGORY = C & D (SEE NOTE #7) 4. ROOF ANGLE: 00 TO 451, 5. HEIGHT OF STRUCTURE < 60 FT. 6. MEAN ROOF HEIGHT (MRH): UP TO 30' 7. SS STRAP SPACING FOR WIND EXPOSURE C IS 36" OC FOR ZONE 1, 24" OC FOR ZONE 2 , 16" OC FOR ZONE 3 FOR MPH UP TO 15'. SS STRAP SPACING FOR WIND EXPOSURE D IS 30" OC FOR ZONE 1, 20" OC FOR ZONE 2, 12" OC FOR ZONE 3 FOF MPH UP TO 15'. FOR EACH 5 FT. INCREASE IN MPH UP TO 30' - DECREASE STRAP SPACING BY 1". f 8. NO USE IN PRESSURE 31,IN HVHZ DETAIL B SCALE= N.T.S. ROOFING (EXISTING) MINIMUM 1/2" O.S.B. OR 1/2" CDX PLYWOOD SHEATHING (DESIGN OF I / \ I SHEATHING BY OTHERS) ANCHORING SCREWS SHALL HAVE EMBEDMENT IN TRUSS OR RAFTER MAX. 50" CTC MAX. ALONG STRAP NO.14 x 3" MIN SS HEX WASHER HEAD OR SHEET METAL SCREW PER ANGLE OR PVC BUTTON ANCHOR LOCATION VA VA \ DETAIL C i SCALE= N.T.S. %Dq_a4fe, ROOFING (EXISTING) MINIMUM 1/2" O.S.B. OR 1/2" CDX PLYWOOD SHEATHING (DESIGN OF SHEATHING BY OTHERS) ANCHORING SCREWS SHALL HAVE EMBEDMENT IN TRUSS OR RAFTER MAX. 50" CTC MAX. ALONG STRAP ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COMWCE REVIEWED B? DATED WITHOUT THE BLUE INK SIGNATURE B—ANDORIGINAL SEAL OF A FLORIDA LICENSED P A D PEAMIT ENGINE EVERY PERMIT PULLED REQUIRES A MUST BE KEPT ON JOB ORSEALE NAl!'RA ER COPY OF THIS PLAN. NO INSPECTION WILL BE MAL�� (�®tDEVORI"S ON FILE. s * . IVO. . r �Q6R�1. S FL# 4,2 alJill b � 41b a 12!gg $ €l cl fa.m m® U' z cl) = LL�9 Z2ENO a6 cn pg� . Q= ZWI^^�a I� v/ O I- d O L O � � Q Q = LL J O0 z 0 IL U) z INSTALL A 3/8" S.S. MACHINE SCREW THROUGH TUBE INTO TOP OF S-5 CLAMP 1 1" SO. X 1/8" ALUM. TUBE (6061—T6) "S-5" ALUM. CLAMP 11 old 2" 1 1/2" (6061-T6) INSTALL A MIN. OF (2) 3/8" BULLET NOSE STAINLESS STEEL SET SCREWS TO STANDING SEAM STANDING SEAM METAL ROOF CONNECTION ASSEMBLY SCALE= N.T.S. NOTE: FOR TIEDOWN ANCHORAGE OF SOLAR PANELS TO METAL ROOF, STRAPPING ASSEMBLIES DETAILED ON PAGE S-1 SHALL BE ANCHORED TO ASSEMBLY DETAILED ABOVE FOR CONNECTION TO STANDING SEAM METAL ROOFS. SCREWS SHALL BE #14 X 1" MIN. SS HEX WASHER HEAD OR SS SELF TAPPING SHEET MEAL SCREWS. ASSEMBLY ANCHORAGE: INSTALL 1" SO. X 1/8" SQUARE ALUM. TUBING TRACKS FOR SOLAR PANEL ANCHORAGE OVER "S-5" ALUMINUM CLAMP (6061-T6 ALLOY) AS MANUFACTURED BY "DYNAMIC FASTENER") OVER STANDING SEAM OF ROOF PANELS. CLAMP SPACING TO MATCH STRAP SPACING (48" CTC FROM PANEL EDGE TO PANEL EDGE, AND AS SPECIFIED ON PAGE S-1 FOR MAX. SPACING DA13 AI I ITI TA 131 IAI AV nAKIM GENERAL NOTEI w COMPONENTS ARE OPTIONAL TYP. PLUM91Na 6CHEMAM0 SO" N.T.S. LEGEND NOTES: 1. CONTRACTOR IS ENCOURAGED TO INSTALL SYSTEM IN PRESSURE ZONE 1. IF PART OF SYSTEM MUST ENCROACH INTO PRESSURE ZONE 2 OR 3, ANCHORING SHALL BE ADJUSTED AS PER SPECIFICATIONS HEREIN. CONTRACTOR SHALL ATTACH COLLECTOR ARRAY WITH OEM HARDWARE AND STRAPPING. CONTRACTOR MUST BE CAREFUL TO "CENTER" ANCHORS SO SCREWS ARE INSTALLED INTO'THE CENTER OF THE TRUSS TOP CHORD OR RAFTER BELOW. AN APPROVED ALTERNATIVE WOULD BE CONTRACTOR INSTALLED NOMINAL 2"X4" SOUTHERN PINE #2 BLOCKING BETWEEN TRUSSES OR RAFTERS AT SCREW�LOCATION, CENTERED ON SCREW. BLOCKING SHALL BE CONNECTED TO TRUSS OR RAFTER WITH SIMPSON A34 OR A23 ON EACH FACE OF BLOCKING (2 CONNECTORS PER CONNECTION TO TRUSS OR RAFTER). 2. CONTRACTOR SHALL ADHERE TO REQUIREMENT OF FBC CHAPTER 15 (ROOFING) AND BEST PRACTICES OF NRCA ROOFING & WATERPROOFING MANUAL TO ENSURE THE SOLAR INSTALLATION DOES NOT CAUSE ROOF LEAKS AT INITIAL INSTALLATION OR AS THE SYSTEM "AGES". 3. AS LONG AS CONNECTOR SPACING AND NUMBERS ARE NOT REDCUED THE CONTRACTOR MAY USE A SUBSTRATE OR ALUMINUM MOUNTING FRAME, "SANDWICHED" BETWEEN THE COLLECTOR AND ROOF ON FLUSH MOUNT INSTALLATIONS ONLY. 4. OEM STRONGLY RECOMMENDS AGAINST CLAMPS ON THE BOTTOM HEADER. 5. SOLAR UNITS INSTALLED PER THIS PLAN SHALL NOT FORM PART OF THE BUILDING ENVELOPE (I.E. WINDOW, DOOR). SOLAR UNITS SHALL BE MOUNTED ABOVE ROOF SURFACE LIKE A A/C CONDENSER. THEREFORE NOT REQUIRING A PRESSURE RATING (I.E. WINDOWS, DOORS). SOLAR UNITS SHALL BE MOUNTED VERY CLOSE TO THE ROOF SURFACE, TO PROVIDE PRESSURE EQUALIZATION BETWEEN THE ROOF SURFACE AND THE BACK OF THE SOLAR UNITS. THIS RESULTS IN NO SIGNIFICANT CHANGES IN THE LOADS ON THE ROOF FRAMING FOR A PARALLEL MOUNT AND MODEST CHANGES IF TILT UP. HOWEVER THE INTERNAL AND EXTERNAL COMPONENTS OF WIND PRESSURE DECOUPLE, E.G. THE ROOF RESISTS THE,,: INTERNAL WIND PRESSURES AND THE SOLAR 'UNITS RESIST THE EXTERNAL WIND PRESSURES. THE EXTERNAL WIND FORCES ARE THEN h' TRANSFERRED TO THE ROOF FRAMING THROUGH THE SOLAR ATTACHMENT A� M RE ED HARDWARE. 0: T OM SOLAR POOL HEATING COLLECTORS ARE REQUIRED TO BE TESTED, CERTIFIED AND LISTED BY THE FLORIDA SOLAR ENERGY CENTER. s. CONTRACTOR SHALL PROVIDE DOCUMENTATION TO OWNER OF THEIR 04 BALL VALVE OS CHECK VALVE 06 3—WAY VALVE 7® WATER SENSOR 08 FILTER 09 PUMP lOw AUXILLARY HEATER liw AUTOMATIC CONTROL w OPTIONAL COMPONENTS OM POOL NOTES: 1. PLUMBING SHALL BE INSTALLED AS PER DETAIL AND ALL REQUIREMENTS OF THE 2010 FLORIDA PLUMBING CODE. SPECIAL CARE SHALL BE TAKEN REGARDING PIPE SUPPORT, PER FPC TABLE 308.5. THE ABS VALUE OF 4 FT. SHALL BE TAKEN AS THE MAXIMUM FOR HORIZONTAL AND 10 FT. FOR VERTICAL SOLAR PIPING. PER 2010 FLORIDA MECHANICAL CODE, CONTRACTOR SHALL INSTALL MANUAL DRAIN DOWN VALVES AND INSTRUCT OWNER IN DRAINING AND RE -STARTING THIS SOLAR POOL HEATING SYSTEM. OWNER SHALL BE INFORMED THAT FREEZE PROTECTION IS IP TO OWNER. IF SOLAR POOL HEATER FREEZES, IT IS THE OWNER'S SOLE RESONSIBILITY. FREEZE DAMAGE RESULTS FROM AN ERROR IN OPERATION. COLLECTORS SHOULD ALWAYS BE DRAINED BY OWNER OR OWNER'S REPRESENTATIVE IN ADVANCE OF NEAR FREEZING WEATHER. LISTING AND RATINGS. 1" DIA SS FENDER WASHER PROVIDE 1/4" STAINLESS STEEL TAPCON SCREWS OF ADEQUATE LENGTH TO SECURE BRACKET TO CEMENT TILE DRILL HOLE THRU CONC. TILE ONLY (NOT INTO ROOF MEMBRANE) AND INSTALL TAPCON SO AS NOT TO BREAK TILES. Flat Roof Gable Roof (9 5 7°1 Hip Roof (7°< 9 5 27°1 Gable Roof (7°< 9 5 45°) Interior Zones a End Zones . Corner Zones R.I. - Zone MO. -Zpne3 R.I.-Z.. 2Wn0.•Zpne0 "po1o•Zane7 PRESSURE ZONE NOTES NTS PRESSURE ZONE NOTES 10 PERCENT OF THE LEAST HORIZONTAL DIMENSION OR .4h, WHICHEVER IS LESS, BUT NOT LESS THAN EITHER 4% OF LEAST HORIZONTAL DIMENSION OR 3 FT. MEAN ROOF HEIGHT, IN FEET, EXCEPT THAT EAVE HEIGHT SHALL BE USED FOR ROOF ANGLES < THAN 10 DEGREES. ANGLE OF PLANE OF ROOF FROM HORIZONTAL, IN DEGREES. \ NOTE: AP PLY ADHESIVE TO THE INTERFACE OF THE SOLAR WORLD MOUNTING BRACKET AND PVC BUTTON ANCHORS BEING ATTACHED TO THE CONCRETE FLAT TILE OR BARREL TILE. CONTRACTOR SHALL ALSO APPLY ANCHORING EPDXY TO TAP CON SHAFT PRIOR TO INSTALLING TAP CON. TAP CON TO BE INSTALLED PRIOR TO EPDXY SETTING. A Wxl"xl/8" ALUMINUM (ALLOY: 6061-T6) ANGLE MAY BE USED TO MOUNT PANELS TO TILE AS A CONTRACTORS OPTION. APPROVED ANCHORING EPDXIES ARE CHEMLINK 11M-1", SUREBOND "SB-190" OR APPROVED EQUAL. INTERMEDIATE BUTTON ANCHORS TO BE PROVIDED FOR SS STRAPPING AS DETAILED ON PAGE S-1. SPACING OF BUTTON ANCHORS ARE 48" OC ALONG THE SS STRAPING. SPACING OF STRAPING IS 27" OC (EXP. C) & 24'1 OC (EXP. D) FOR PRESSURE ZONE 1 AND 16" OC (EXP. C) & 12" OC (EXP. D) FOR PRESSURE ZONE #2. PANELS ON TILE SHALL NOT BE INSTALLED IN PRESSURE ZONE 3. ADJUST STRAPPING SPACING FOR MEAN ROOF HEIGHT OF STRUCTURE FROM 15 FT. TO 30 FT. AS SPECIFIED ON PG. S-1. BUTTON ANCHORS TO BE INSTALLED IN CENTER AND/OR CROWN OF TILE. STRAP BRACKET TILE SCALE- N.T.S. FILE COPY COLLECTOR HEADER 2.00" I.D. 5/32" WALL THICKNESS �— COLLECTOR TUBES 0.220 I.D. WITH 0.030 WALL CONC. BARREL/FLAT TILE \ MINIMUM 1/2" O.S.B. OR PLYWOOD SHEATHING lsn! WR�I�,, NOT ALID °\lIZNH0jd$ EH 11ET3L�IK�SIGNATUI RIZA LICI�VSE AND ZHE ORIGI LRSEA %VERT-* WMOIT I"�1LLED RE(,�F1MES. A MEPotER ROPYE TH RN. NAY ND�D FOR PONS C FII!Z. � St OF .o • •• ��� TODD N. N w ��\\ N cn U Z L11 C) w a U CV jig 2 Z W04a 0 U 0 Q C J I% Q J fn U. O. 0 ..I 00 Z0 as 0 0 Z a