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Home My WebLink About1043 Coquina LnBY: OCTVIG CITY OF SANFORD UILDING & FIRE PREVENTION PERMIT APPLICATION Application No: AR, A -) q 3 Documented Construction Value: S 5,600 Job Address: 1043 Coquina Ln. Historic District: Yes [I No Z Parcel 11):.33-19-30-521-0000-1040 Residential R CommercialEl Type of Work: New 11 Addition 1-1 Alteration E RepairEl Demo 11 Change of Use F1 Move 0 Description of Work: A/C Change Out, 2.5 HP. 15.-SEER, 9 HSPE w/5kw Heat Strip No Duct Work. Same Location. Plan Review Contact Person: Jim Lundy Title: Install Manager Phone: _( 407) 841-3310 Fax: (407) 425-9934 Email: permittinqCo)westbrookfi.com Property Owner Information Name Bradley Sherman Phone: 386-453-0500 Street: 1043 Coquina Ln City, State Zip: Sanford FI 32771 Resident of property? : Yes Contractor Information I Name James Roberts[Westbrook, Service Corp. Phone: (407) 841-3310 Street: 1411 S. Orange Blossom Trail Orlando, FI Fax: (407) 425-9934 City, State Zip: Orlando, FI. 32805 State License No.: CMC1249312 Name: Street: City, St, Zip: Bonding Company: Address: Architect/ Engineer Information Phone: Fax: E- mail: Mortgage Lender: Address: 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 JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certitN, that no work or installation has commence(] prior to the issuance of permit and that all work will be performed to meet standards, of ail laws regulating construction in this jurisdiction. I understand that a separli'te permit must be secured for electrical work, plumbing, sions, ells, pools, furnaces, boilers, heaters, tanks, and air conditi ners, etc. FHC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5 1h Edition (2014) Florida Building Code Revised: line 30,2015 Penni(Appliciiion NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance ol'permit is verification that I will notify the owner ofthe property ofthe requirements of Florida Lien Law. FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value ofthe job at the time of submittal, The actual construction value will be Figured based on the Current ICC Valuation Table in effec't at the time the permit is issued. in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction Vall.1C, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructiog-and zoning, Signature ofOwnerAgent Print Chviler/Agent's Name are Signature o t`Nol ary- State of Florida Owner/Agent is Personally Known to Me or Produced ID - Type of ID 10/17/1 Sign/re ofCon—ir—actor/Agem Date Williams Prin . turactor Agent's Name ign, CHRISTY N. NEWSOME I Notary Public State of Florida Commission # FF 214512 My Comm, Expires Jul 17, 2019 Bonded through National Notary Assn, - C;ontractori gent is is na y n to Me or Produced ID __ Type of ID - BELOW IS FOR OFFICE USE ONLY Permits Required: B1,111dingEl Electrical [] Mechanical n PlurribirtZgE] . Gasn Roof n Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: YesF]NoE] # of I -leads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: YesF] NoF1 WASTE WATER: BUILDING: Revised: June 30, 201S Permit Application vvr r •. ui .r ri,rr. JJ' r JV'JG r'JVVIT IVYV PrtPp2rty C'QL1ReCard PPPOPPMR Parcel i Owner: ti =E : ,:17 BRAD t a[. MAipLF: Cfx.AYFY, it1'af?YM Property Address: ?0<-3 COOU',:`dA. LNg;=.t:i RC Ft- 37? Parcel Information Value Summary Parcel 33-19 30-521-0000-1040 2016 Working 2015 Certified Owner SHERMAN BRADLEY S Values Values Property Address 1043 COQUINA LN SANFORD, FL 32771 Valuation Method Cost/Market Cost/Market Mailing 1043 COQUINA LN SANFORD, FL 32771 Number of Buildings 1 1 Subdivision Name C r{Eti ' i''NF Prir_,,E 7 Depreciated Bldg Value 118,711 S116,541 Tax District S1-SANFORD Depreciated EXFTValue DOR Use Code 0103-TOWNHOME Land Value (Market) 30,000 30,000 Land Value Ag Exemptions 00-HOMESTEAD(2015) 1 ., r i' r = _ 148.711 146,54 i Portability Adj Save Our Homes Adj $1,144 $0 Amendment 1 Adj P& G Adj $0 s0 Assessed Value S147,567 S145,541 Tax Amount without SOH: $2,160.97 Save Our Homes Savings: $$0.00 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOT 104 GREYSTONE PHASE 2 PB 68 PGS 81 - 87 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund $147 567 $50.000 $97.567 Schools $ 147, 567 $25,000 $122.567 City Sanford $147,567 $50,000 $97,567 SJWM( Saint Johns Water Management) $147,567 $50,000 $97,567 County Bonds $147,567 $50,000 597,567 Sales Description Date WARRANTY DEED 2/1/2014 SPECIAL WARRANTY DEED 211(2007 WARRANTY DEED 61112006 Land Method Frontage Depth LOT - Building Information 1Bn ; c_; r,,•r t C ick E , Year Built Book Page Amount Qualified Vac/Imp 177, 000 Yes Improved 229, 100 Yes Improved S1, 576,400 No Vacant Units Units Price Land Value 1 S30,000.00 S30,000 hHnNmrrolrinf il crnafl nrn/Porrdflcfoillnfn oc nv9plfl-''21 Q4r1 .71fYYYli M(1 117 3.'1-505-5111 cell eF, esib arW.er tecCop fionw r srn isav S-an Banks Source: ja5onEIfCTRIt! MUl 6lNG-[Rt1Dlt106tIN6 6A5 i# BRADLEY SHERMAN 'Dale Bradleystu@msn.com 10 15-16 1043 COQUINA LANE ei` zp SANFORD FL 32771 cime_ VJ3r4 t 386-453-0500Cei, Brand: trane SEER: 15.0 Tons. 2,5 Attic lnstatlatio System Type: Heat Pump Straight Cool Heat Strip Size/Breaker Size: sqd flat5iug Outdoor Unit Model: 4twr5030 —Outdoor Breaker sqd-25 Indoor Unit Model: tern6-030 Blower Type variable [] non -variable New Copper0 Nei v Concrete Pad S $5,700 Thermostat Type: 5000 8C00 I-Conifart tranewifi Standard Manufacturers Warranty 1a? year Parts: 1 Year Labor 1 yr. Comfort Club n . _c'ra, d -.t,i ADDITIONAL AIR QUALITY OPTIONS: Mery 10 S225 Ntery 15 $300 5 Nevi flux to existing register box and grill 3325 Healthy Climate Germfr;dal UVC Lamps $30'r New r each Supply or "etar?i $v0 ..F y m w Nev; Insw'ated Platfo•m $3 r5 New S de,- a.l Return Aii, Grid 575 0 necassary breakers,drain line,control wire ahu to hp ifandpad needed S inc EXTENDED WARRANTY OPTIONS 1 C-yr Complete Care Extended ViVarranty S1595 3 declined MANUFACTURER'S, UTILITY REBATES, AND INCENTIVES no fpl rebate 0 fpl Q minus$300 fed if owner qualifys 300 later minus$100 service ticket credit a -$100 now GENERAL SCOPE OF WORK Final System Total wednesday install S $5,300 later S $5.600._ S We propose to ttirmsh tiie abode ,as specified. for the sirm of, five thousand six hundred dollars---------- 5,600 Pa,171 r,t tearls wf(i be Upon Completion !C] Credit Card ri Check BiJYERSP!r',HT TO CANC L THIS TP NSA t D,1' PRIOR TOAAJ r blrOPK BE PWS IN,, Tie',TEDvv Hc. . 'r.:. sA_> ( OP' 0FL!5,A+, ON f,wY, tAAe iDT ,G AAI%,.;Gi1iTOF ,,qE :SIT.='.) BUSINESS DAyAP,rP rriE DATE ;F TH3S Ti,,1AW A. ih;,J As i ?e cc r,a.riw>s -o tnic es"a I is u dery cJoo t ra e wdi be rest s' fr, fe.ays ca ,s d by rondiiiciis ie, y ou, cc ro 'Pa! thfs ,z as nv ,P)e "rirawn i; net .;U, { tr s..F,. —_ days fr ,,, this r.+a done during regular Business hours. ,/ tat apy at?e.;rg- 3r OJ aJ-at.o.z r ,.a e c . a,r, „ t _ c er ear ., _,,t? me r d r . a.' c arges A11 warranty work rv' be Aave ho2 v ,, f rerx as ooiluIed abovear Joa arg / t,u, PR.! on urri U 9.aa": c_/_. ietr is. Cod =ise t.agees t aal !. ,_, a,, and at•o,, ?y , _s sn c,u - tt_ v.ior , eve become hereby authorize the vrork outlined above using the eqe tp -ent Its .d. v SEAN BANKS CO.4, k NY P6PR6a -A TIoE! ClSiC54i_ „j ONIFP', TO SCHEDULE AN INSPECTION: Dial855.541.2112 Provide the items requested during the message The type of inspection requested must be scheduled under the appropriate permit type Follow the prompts To Schedule Fire Inspections: Please call 407.562.2786 *** PLEASE NOTE: Inspections scheduled by 3:30 p.m. will be conducted the next business day. If you experience difficulty,'please call 407.688.5150 Monday - Thursday 7:30 am - 5:30 pm for assistance. AUTOMATED INSPECTION SYSTEM CODES BUILDING ELECTRICAL FOOTER STEMWALL FORMBOARD SURVEY SLAB / MONO -SLAB 104 102 147 103 ELECTRIC UNDERGROUND FOOTER / SLAB STEEL BOND T.U.G. PRE POWER FINAL 211 221 216 218 LINTEL / TIE BEAM SHEATHING - ROOF 105 106 ELECTRIC ROUGH ELECTRIC FINAL 212 213 SHEATHING - WALLS 115 MECHANICAL FRAME INSULATION ROUGH -IN 109 110 MECHANICAL ROUGH MECHANICAL FINAL 409 410 DRYWALL / SHEETROCK 131 PLUMBING LATH INSPECTION FINAL STUCCO / SIDING 132 130 UNDERGROUND ROUGH TUB SET 322 312 FIREWALL SCREW FIREWALL FINAL 120 143 SEWER PLUMBING FINAL 311 313 INSULATION FINAL 113 GAS FINAL SFR 138 GAS PIPING UNDERGROUND GAS ROUGH -IN 328 314 ROOF ROOF DRY -IN FINAL ROOF 116 III GAS FINAL 315 MISCELLANEOUS / FINAL INSPECTIONS PRE -DEMO FINAL DEMO FINAL SOLAR PANELS 144 126 134 FINAL DOOR FINAL WINDOW IRRIGATION FINAL 136 137 321 FINAL POOL SCREEN 139 FINAL SCREEN STRUCTURE 127 FINAL UTILITY BUILDING MOBILE HOME TIE -DOWN 124 145 FINAL BUILDING - OTHER MOBILE HOME BUILDING FINAL 112 146 Miscellaneous Notes: REVISED: OCTOBER 2014 Inspection Line: 855.541.2112 ity of Sanford Building & Fire Prevention Division Residential Permit Card PERMIT NO. /&- o d*7101 ISSUE DATE: / 0,4 /10/(V CONTRACTOR: [/V V s-I&ook 5xroi"s JOB ADDRESS: /0 TYPE OF WORK: C/V Cofx i.> a L ffil etwoek Post this permit in a conspicuous location outside Approved plans must be posted with permit for inspection Leave all work uncovered until inspected and approved Permit expires 6 months from date of issue or last approved inspection PROTECT FROM WEATHER BUILDING INSPECTION TYPE APPROVED REJECTED INSPECTOR ELECTRICAL INSPECTION TYPE APPROVED REJECTED INSPECTOR FOOTER INSPECTION ELECTRIC UNDERGROUND STEMWALL FOOTER/SLAB STEEL BOND FORMBOARD SURVEY T.U.G. / PRE POWER SLAB / MONO -SLAB ELECTRIC ROUGH LINTEL / TIE BEAM ELECTRIC FINAL SHEATHING - ROOF MECHANICAL INSPECTION TYPE APPROVED REJECTED INSPECTORSHEATHING - WALLS FRAME MECHANICAL ROUGH INSULATION ROUGH IN MECHANICAL FINAL DRYWALL/SHEETROCK PLUMBING INSPECTION TYPE APPROVED REJECTED INSPECTORLATHINSPECTION FINAL STUCCO/SIDING UNDERGROUND ROUGH FIREWALL SCREW TUB SET FIREWALL FINAL SEWER INSULATION FINAL PLUMBING FINAL FINAL SFR GAS INSPECTIONS INSPECTION TYPE APPROVED REJECTED INSPECTORROOF INSPECTION TYPE APPROVED REJECTED INSPECTOR GAS UNDERGROUND PIPE ROOF DRY -IN GAS ROUGH -IN FINAL ROOF GAS FINAL MISCELLANEOUS / FINAL INSPECTIONS INSPECTION TYPE APPROVED REJECTED INSPECTOR INSPECTION TYPE APPROVED REJECTED INSPECTOR PRE -DEMO FINAL DOOR FINAL DEMO FINAL WINDOW FINAL SOLAR PANELS IRRIGATION FINAL FINAL POOL SCREEN FINAL SCREEN ROOM FINAL UTILITY BUILDING FINAL BUILDING OTHER MOBILE HOME TIE -DOWN MOBILE HOME FINAL 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 JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: IN ADDITION TO THE REQUIREMENTS OF THIS PERMIT, THERE MAY BE ADDITIONAL RESTRICTIONS APPLICABLE TO THIS PROPERTY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY, AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES OR FEDERAL AGENCIES FBC 105.3.3 REVISED: OCTOBER 2014 Inspection Line: 855541.2112 This combin Efficienc, AHRI Certified Reference Number: 7599075 date: 10/17/2016 Product: Split System: Heat Pump with Remote Outdoor Unit -Air -Source Outdoor Unit Model Number: 4TWR5030G1 Indoor Unit Model Number: TEM6A0B30H21+TDR Manufacturer: TRANE Trade/Brand name: TRANE Series name: XR15 n qualifies for a Federal Energy x Credit when placed in service Feb 17, 2009 and Dec 31, 2016. EN Manufacturer responsible for the rating of this system combination is TRANE Rated as follows in accordance with AHRI Standard 210/240-2008 for Unitary Air -Conditioning and Air -SourceHeatPumpEquipmentandsubjecttoverificationofratingaccuracybyAHRI-sponsored, independent, thirdpartytesting: Cooling Capacity (Btuh): 30000 EER Rating (Cooling): 12.50 SEER Rating (Cooling): 15.00 Heating Capacity(Btuh) @ 47 F: 30200 Region IV HSPF Rating (Heating): 9.00 Heating Capacity(Btuh) @ 17 F: 18500 Ra :'I s f 11C%veo by an asterisk r f tnl'jl Cci:.. a VCIU3ltaPj rerale of Published data, urlass acconipanled .Otht i VVr,8 which ind'ical£,, an in,ak,o ary refaic DISCLAIMER AHRI does not endorse the product(s)_listed on this Certificate and makes no representations, warranties or guarantees as to, and assumes no responsibility for. the product(s) listed on this Certificate. AHRI expressly disclaims all liability for damages -orofanykindarisingoutoftheuse performance of the product(s), or theunauthorizedalterationofdatalistedonthisCertificate. Certified ratings are valid only for models and configurations listed in the directory at www.ill"idireetorg.org. TERMS AND CONDITIONS This Certificate and its contents are proprietary products of AHRI. This Certificate shall only be used for individual, personal and confidential reference purposes. The contents of this Certificate may not, in whole or in part, be reproduced: copied: disseminated, t entered into a computer database; or otherwise utilized, in any form or manner or by any means, except for the user's mdrvidual. personal and confidential reference. AIR-CONDITIONING, HEATING, CERTIFICATE VERIFICATION & REFRIGERATION INSTITUTE The information for the model cited on this certificate can be verified at www,ahri directory,org. elicit on "Verify Certificate" link and enter the AHRI Certified Reference Number and the date on which the certificate was issued, which is listed above. and the Certificate No., which is listed at bottom right. — — -- — — 13 211978162007166O2014Air -Conditioning, Heating, and Refrigeration Institute CERTIFICATE NO.. BMP INTERNATIONAL, INC. MECHANICAL UNIT STEEL TIE -DOWN CLIP CAPACITIES: AT GRADE & ROOF -TOP MOUNTED APPLICATIONS ISDLB MIN GMT, AL UNIT PER SEPARATE CERTIFICATION, TYP. CENTER OF GRAY" ASSUMED 70 ACT AT THE GEOMETRIC CENTER OF THE MECHANICAL LIMIT. BEMECHANICALUNITMIST SQUARE OR RECTANGULAR, NO IRREGULAR SHAPES, ue 3* MAX HOST STRUCTURE DESIGN BY OTHERS, SEE TIC -DOWN, SCHEDIXES. FOR-/ ALLOWABLE SUBSTRATES. t!gM WOOD N'V MEMBERS RAY NOT BE USED FOR ROOFTOP APPUCA1 IDUS PER FIX: I 521• 71-. ' •' # 2) TOTAL CLIPS MAY BE USED AT EACH COMER (ONE EACH ON OPPOSING COMER FACES, 3* FROM COMER APEX, TOTAL OF a) CLIPS PER UNIT FOR THIS OPTION). EACH CLIP SMALL NOT EXCEED 3* MAX OFFSET FROM END a MECHANICAL UNIT AS DETAILED HEREIN. DO NOT SPACE CONCRETE ANCHORS CLOSER THAN THE ALLOWED SPACING LISTED IN THE TIC -DOWN ANCHOR SCHEDULES. see SHEETS 2R3 FOR HERE INFORMATICft SEE DESIGN SCHEDULE FOR MAXIMUM SURFACE AREA AND DESIGN PRESSURE, Typ_ STEEL TIE -DOWN CULPS- SEE DETAIL 1/4 & 214 IN ADDITION TO TIE -DOWN SCHEDULE FOR CLIP INFORMATION, TYR X3' T 3- MAXw- ZUP` AT EACH WITH 3' MAX OFFSET I MECHANICAL UNIT TIE -DOWN ISOMETRIC V - 1' 01 ISOMETRIC 7CLIPS, THE ISOMETRIC TYPICAL FOR BOTH I' AND 2' CUP APFUCA "O"S' 2' CLIPS LE NOT CERTIFIED FOR ANCHORAGE TO CONCRETE. 1QNMN ALMAKAAtk#Mq PAUSM, FOR ANY GIVEN MECHANICAL UNIT THAT 11ECH46(f ALUrTjR_lk COUSIDER THE V-ALLATIONOf (.) MrC_ICA,UNIT WITTHEOING CRITEPIA, 36" CALL . 36' DEEP X 24* WME, 150 L6 WEIGN r AS VEKIFICU By DINE"- INSTALLED TO 3192 KSJ MIN, CONCRETE &T GRADE AS VERIFIED BY OTHERS, CONCLUSION-, MAXIMUM ALLOWABLE LATERAL DESIGN PRESSURE - COMPARE THIS VALE* TO THE SEPARATE Slrr SPECIFIC REQUIRED'DESIGN WIND PRFESLOR6 FROVIDW SYA LICENSED ENGINEER ORAFOISIZACOARCWTECT; NOT mciwofo IN THIS CfRruTC4rION) 1, THIS PRODUCT HAS BEEN DESIGNED AND SMALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2019 FLORIDA BUILDING CODE, FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE 2, NO 33.1J3% INCREASE IN ALLOWABLE STRESS HAS SEEN Lrm IN THE DESIGN OF THIS SYSTEM. 3, DESIGN IS EASED ON CLIENT PROVIDED PRODUCT AND Ole SHEETS FROM TEST zc to U C, > REPORTS IM I)LgLOVIA T 01!L038M BYTESTING EVALUATION Ljkl_ _ 19(L 149 LABOU574PLIES, INC.. NO SUBSTITUTIONS WITHOWWRITTENAPPROVALBYSENGINEERSMALLBePERMITTED THIS z 4, ALLOWABLE DESIGNPRESSURES TO QUALIFY CAPACITY OF CUPS AS LISTED i w HEREIN ARE DETERMINED THROUGHTESTING REPORT DATA AND RATIOV14ALLY CHECKED FOR CONSISTENCY WITH EACH TEST PERFORMED. S. REQUIRED LATERAL ANINOA UPLIFT DESIGN PRESSURES CALCULATED FOR USE WITHIOUS SYSTEM SHALL BE DETERMINED BY OTHERS ON ASTTE-SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE, 6. MAXIMUM & MINIMUM DIMENSIONS AND, MINIMUM WEIGHT Of MECHANICAL MANUFACTURER RECOMMCHOATIONS AND ARE THE EXPRESS RESPONSF(MMY OF THE CONTItACCOR. 7, FASTENERS TOOE #12XY'GR GREATER SAE GRADE 5 UNLESS NOTED OTHERWISE, TAPCONS REFERRED TO HEREIN $ U41, Of LTW WILDEX BRAND. CARBON STEEL ONLY, INSTALLED TO 3192 KSt "IN CONCRETE. SEE ANCHOR SCHEOULE FDR ANCHOR REQUIREMENTS. ALL FASTENERS SMALL HAVE APPROPRIATE CORROSION PROTECTION 10 PREVENT EIECIFOLYSM L STEEL SMALL BE ASTM A283 STEEL (GRADE 0) WITH Fy - 33 KSI OR 8, AL CLIPS Qt BETTER, ALL STEEL MEMBERS SMALL ftEPROTECTVO AGAINST CORROS VON WITH C.) W AN APPROVED COAT OF PAINT, ENAMEL OR OTHFR APPROVED 'REMC'"' IN r r— ' 6 ACCORDANCE WITH THE2010 RICSECTIONS2203.2 AND 22211, 1:1901ATIO COATING REQUIRED FOR ALL COASTAL INSTALLATIONS. I- ALL CONCRETE SPECIFIED HEREIN 15 NOT PART OF THIS CERTIFICATPON. AS A Z t: IU EUMU" ALLCONCAFTE SMALL BE STRUCTURALCONCRETE 4'MIN. THICK AND z SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 3 L92 PST, UNLESS NOTED Lu OTHERWISE, 8 ID.ALL WOOD MEMBERS SMALL BE PRESSURE TREATED.' PN YELLOW PINE GRADE #2 WITH SPECIFIC GRAVITY G - ILSS OR GREATER, DIRECT CONNECTION TO WOOD MEPRIERSISLEEPFIES 15 NOT PERMITTED FOR ROOFTOP APPLICATIONS PER MIC SECTION 1521 CL x ii, THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS, I. E. ALUMINUM PER F%D.C. CIO 2003,0A. 42, ELECTRICAL GROUND, W14EN REQUIRED, TO BE DESIGNED & VISTAU" BY OTHERS, 13, THE ADEQUACY OF ANY EXISTING STRUCTURE TO VOTHSTANDSUPEIRIMMOSM LOADS SMALL BE VERIFIED BY THE ONSITE DESIGN PROFESSIONAL AND IS NOT A % INCLUDED IN THIS CERTIFICATION, EXCEPT AS CXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. m Ai 14 THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FCOASPfCIFIC511E. "SITE CONprttONSDIFfEftEWf$.to?,4 THE CONDOHS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED a ARCHITECT SMALL NUFARr SITE SPECIFIC DOCUMENTS= Pf IUSE: CONJUNCTION MOTH THIS DOCUMENT, Al IS,WATERTIGHTNESS Of EXISTING HOST SUBSTRATE SMALL BETHEFULLRESPONSIBILITYOFTHEU4STALUNGCONTRACTOR, CONTRACTOR SHALL f ENSIURE THAT ANY REMOVE D OR ALTERED WATEPPROOrING MEMINIANE 'S i P. RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE PROPOSED 19 HEREM THIS ENGINEER SMALL NOT BE RESPONSIBLE FORANYi11WATERPROOFINGORLEAKAGEISSUESWHICHMAY OCCUR ASOstiraTN"'NWA WATERTIGHTNESS $HALL BE THE FULL RESPONSIBILITY OFTHE INSTALLINGCONTRACTOPIL11Rmp-nr FA_ IN 1" STEEL CLIP TIE -DOWN SCHEDULE: AT GRADE INSTALLATIONS: MAXIMUM ALLOWABLE LATERAL WIND PRESSURE (ANCHOR TO HOSTSTRUCTURE) MAXIMUM SURFACE 1 CUP AT EACH CORNER (TOTAL OF 4 CLIPS. PER UNIT - Y- ( 21 CUPS AT EACH CORNER (TOTAL OF 8 CUPS PER UNIT) - AREA OF UNITS UNIT UNIT WIDTH 3 SHEET METAL— HEIGHT SHEET METAL SCREW SHEET METAL SCREW WOOD SCREW TO TAPCON TO SCREW TO SHEET METAL WOOD SCREW TO LARGEST FACE TAPGON TO CONCRETE TO ALUMINUM I TO STEEL WOOD CONCRETE SCREW TO STEEL WOOD ALUMINUM __ 91 PSF 91 PSF 9/ PSF 91 PSF -v 100 PSF - .__ 100 PSF 100 PSF 1DO PSF 4 FT'- _._-__.... Al- 91 __-.. g F1' Bt PSF 61 PSF 81 PSF 87 PSF 100 PSF 100 PSF 1-i 00 PSF 1DO PSF OFT' 48' MAX 24 - M M -_ PS 40 PSF 40 PSF 40 PSF - 77 PSF - 77 PSF 77 PSF 17 PSF 12 FT' 30 PSF 36 PSF 30 PSF 30 PSF68 PSF I 58 PSF 58PSF 58 PSF 1g F7• 22 PSF `_ 22 PSF _ 22 PSF _ _ 22 PSF 43 PSF I -13 PSF 43 PSF 43 PSF 20 FT' -- — 26 PSF 26'PSF 20 PSF 49 PSF j 49 PSF 49 PSF 47 PSF 25 FT' _ j ,- ! 39 PSF 39 PSF 37 PSF r>0 • MAXl8' MIN 33 PSF 33 PSF 33 PSF 31 PSF 30 FT' --._---.. . 30 FP / +' 27'PSF 27 PSF I? PSF 26 PSF I 1. TIE - DOWN CLIPS SHAD. BE FASTENED TO MECHANICAL HOUSING UNIT WITH (3)-812 SAE GRADE.5 SHEET METAL SCREWS. ((S)-SHEET METAL. SCREWS REQUIRED FOR LONG CLIPS, SEE DETAIL 1/4.) 2. MECHANICAL HOUSING UNIT SHALL CONFORM TO THE FOLLOWING: 2.1. ALUMINUM HOUSING UNITS SHALL BE.6063-T6 MIN. ALUMINUM SHEET WITH Fty-30 KSI, 0.125• MIN. THICKNESS. 2.2. STEEL HOUSING UNITS SHALL BE 33KSI MM STEEL. GRADE 33, 22GA MIN. (t-0.0299•). 3. MAXIMUM ALLOWABLE WIND PRESSURES FOR EACH INDIVIDUAL SUBSTRATE MAYBE EQUIVALENT DUE TO THE UNITING.CAPAC17Y OF THE I" CUP. 4. A MAXIMUM ALLOWABLE VALUE OF 100 PSF HAS BEEN UTILIZED; FOR HIGHER DEMAND CAPACITIES CONTACT THIS ENGINEER FOR SITE -SPECIFIC ENGINEERING. AKlrunQ cruFn) n F SUBSTRATE ANCXORY CONCRETE: 1)- Y.'O CARBON STEEL ITW BUtLOEX TAPCON, 1,' FULL EMBED TO CONCRETE, 275- MIN. 4' THICK MIN, 3192KS1 MIN.) EDGE DISTANCE, 3' MIN. SPACING TO ANY ADIACENT ANCHOR. ALUMINUM: (3)- A 14 SAE GRADE 5 SHEET METAL SCREW TO ALUMINUM, PROVIDE (5) PINCHES MIN. 0.125- MIN, THICK; 6061-T6 MIN. ALUMINUM); PAST THREAD PLANE FOR SHEET METAL SCREW. STEEL: 1)-#! 4 SAE GRADE 5 SHEET METAL SCREW TO STEEL PROVIDE (5) PINCHES MIN, PAST j 0,125- MIN. THICK, 33 KSI MIN. STEEL) THREAD PLANE FOR SHEET METAL SCREW. SEALED WOOD: r 1)- 414 SAE GRADE S WOOD SCREW TO WOOD MEMBER, PROVIDE 1Y4 MIN. THREAD SOUTHERN YELLOW PINE, G-O.SS OR BETTER), PENETRATION, 1- MIN. EDGE DISTANCE, 1' MIN. END DISTANCE. ANCHOR SCHEDULE NOTES: 1, EMBEDMENT AND EDGE DISTANCE EXCLUDES FINISHES, If APPLICABLE 2. ENSURE MINIMUM EDGE DISTANCE AS NOTED IN ANCHOR SCHEDULE. rTABLE LEGEND: DENOTES EXAMPLEVALUE FOR USE WITH COVER PAGE DIRECTIVE FM -DENOTES VALUES NOT APPROVED FOR USE 2" STEEL CLIP TIE -DOWN SCHEDULE: AT GRADE INSTALLATIONS: MAXIMUM ALLOWABLE LITERAL WINO PRESSURE ANSTRUCFUREI m MAXIMUM SURFACE UNIT UNIT 1 CU_ P AT EACH CORNER TOTAL OF 4 CLIPS PER UNIT 2 CUPS AT EACH CORNER (TOTAL OF B CLIPS PER UNIT) f AREA OF t1Ni75 ME1GHT WIOTN SHEET METAL LARGEST FACE SHEET NETAL SCREW SHEET METAL SCREW WOOD SCREW TO ( SHEET METAL I WOOD SCREW TO TO ALUMINUM TO STEEL WOOD wCRnn IN w SCREW TO STEEL WOOD 48`MAX j 24'MIN 60"MAX j 48"MIN L LI& D{J,WN CIUPSSNALLBEFASTENED TO MECHANICAL HOUSING UNIT :WITH (3}lit SAE GRADES SHEET METAL SCREWS. 2. MECHANICAL HOUSING UNIT SHALL CONFORM TO THE FOLLOWING: 2.1. ALUMINUM HOUSING UNITS SHALL BE 6D63-T6 MIN, ALUMINUM SHEET WIT" Ry-30 KSI, 0.125" MIN. THICKNESS. 2.2. STEEL HOUSING UNITS SMALL BE 33KSI MIN. STEEL, GRADE 33, 22GA MIN. (t-0.0299'). 3. A MAXIMUM ALLOWABLE VALUE OF loo PSF HAS BEEN UTILIZED; FOR HIGHER DEMAND CAPACITIES CONTACT THIS ENGINEER FOR SITE -SPECIFIC ENGINEERING, A Ale' Uf-)D ct wr_nl II G• iUBSTRATE I ANCHOR— ALUMINUM:-(2)- 014 SAE GRADE S SHEET METAL SCREW TO ALUMINUM, PROVIDE {5) PINCHES WIN. PAST 0.125' MIN. THICK, 606146 MIN. ALUMINUM) THREAD PLANE. FOR SHEET METAL SCREW. STEEL: (2)- 014 SAE GRADE 5 SHEET METAL SCREW TO STEEL, PROVIDE (5) PINCHES MIN. PAST 0.125- MIN. THICK, 33 KSI MIN. STEEL) THREAD PLANE FOR SHEET' METAL SCREW. SEALED WOOD, 1- 1/2- MIN THICKNESS: (2)-014 SAE GRADE 5 WOOD SCREW TO WOOD MEMBER, PROVIDE Ili- MIN. THREAD SOUTHERN YELLOW PINE, G-0.55 OR BETTER) PENETRATION, I' MIN. EDGE DISTANCE, L• MIN. END DISTANCE _- UNCHOR SCHEDULE NOTES: I. EMBEDMENT AND EDGE OISTANCE EXCLUDES FINISHES, IF APPLICABLE. 2. ENSURE MINIMUM EDGE DISTANCE AS NOTED IN ANCHOR. SCHEDULE. TABLE LEGEND: f/ -DENOTES VALUES NOT APPROVED FOR USE 11-BMP- 0001 1" STEEL CLIP TIE -DOWN SCHEDULE: ROOF -TOP MOUNTED INSTALLATIONS: MA)UmUm ALLOWABLE LATERAL WIN ANCHOR TO MOSTR Ej MAXIMUM SURFACE AREA OF UNITS LARGEST FACE UNIT I HEIGHT UNTT WIDTH t) OUP AT EACH CORTIER OTK OF 4 CLIPS PER UNIT_ f2IPS AT EACH CaiNER(TOTAL OF 8 CLIPS PER UNI TAPCON TO CONCRETE SHEET METAL SCREW TO ALUMINUM SHEET METAL SCREW TO STEEL TAPCON TO CONCRETE SHEET METAL SCREW TO ALUMINUM SHEET METAL SCREWTOSTEEL 02 PSF B2 PSF 62 PSF 100PSF 1IX) PSF IO0 PSF T____._. d i PSF v__.. 11 PSF 47 PSF 7P._._.._.._._. PSF 77 PSF i PSFFT- 27 PSF 27 PSF 27 PSF 77 — PSF _. SI PSF 5_11 PSF48 - "AX 24' MIM 12 FT 38 PSF 3S PSF 33 PSF _ 18 FT' 29 PSF 29 PSF 20 FP 33 PSF 33 PSF 28 PSF 28 PSF 33 80'MA% 48`MIN 1. TIE -DOWN CLIPS SHALL BE FASTENED TO MECHANICAL HOUSING UNIT WITH (3)-P12 SAE GRADES SHEET METAL SCREWS, ((5)-SHEET METAL SCREWS REQUIRED FOR LONG CLIPS, SEE DETAIL 114.) 2. MECHANICAL HOUSING UNIT SHALL CONFORM T°THE FOLLOWING: ADDITIONAL ALLOWABLE UPLIFT: 90 LBS/CLIP2.1. ALUMINUM HOUSING UNITS SHALL BE 6063-T6 MIN. ALUMINUM SHEET WITH Fty-30 KS1, 0.125` MIN. THICKNESS. 2.2. STEEL MOUSING UNITS SHALL BE 33KSI MIN. STEEL, GRADE 33, 22GA MIN. (t-0.0299'). (DESIGN TABLE ACCOMMODATES MAX 90LB/CL1P AS ADDITIONAL UPLIFT IN 3. MAXIMUM ALLOWABLE WIND PRESSURES FOR EACH INDIVIDUAL. SUBSTRATE MAYBE EQUIVALENT DUE TO THE LIMITING CAPACITY OF THE V CLIP. COMBINATION WITH UPLIFT CAUSED BY OVERTURNING FROM LATERAL A MAXIMUM ALLOWABLE VALUE OF 100 PSF HAS BEEN UTILIZED: FOR HIGHER DEMAND CAPACITIES CONTACT THIS ENGINEER FOR SITE -SPECIFIC FORCES. SEE ASCE 7-10 SECTION 29.5 FOR MORE INFORMATION.) ENGSNEERING. ANCHOR SCHEDULE: TENUMB EOCUPSUTLirii`Dx9iUKUPTHENUMBEROFCUPSUTILIZEDz90LBJCLIP SUBSTRATE i ANCHOR _..—„.._._.._....._..__ CONCRETE: _— 1)-)i`0 CARBON STEEL 17W BUILDER TAPCON, li." FULL EMBED TO CONCRETE, 2%, MIN. E4` IMICK MIN, 3192KS1 MIN.) I EDGE DISTANCE, 3' MIN. SPACING TO ANY ADJACENT ANCHOR. AWMIHIRL:. C1S•P L4 SAE GRADE 5 SHEET METAL SCREW TO AWMINLRA, PROVIDE (5) PINCHES MIN. CD L25' HIM. THICK, 6061-T6 MIN. ALUMINUM) PAST THREAD PLANE FOR SHEET METAL SCREW. __ A STEEL: l)-P 14 SAE GRADE S SHEET PETAL SCREW TO STEEL, PROVIDE(5) PINC ES MIN. PAST 0.125 MIN. THICK, 33 KSI MIN- STEEL) THREAD PLANE FOR SHEET METAL SCREW. 1. EMBEDMENT AND EDGE DISTANCE EXCLUDES FINISHES, IF APPLICABLE. ENSURE MINIMUM EDGE DISTANCE AS NOTED IN ANCHOR SCHEDULE, 2" _STEEL CLIP TIE -DOWN SCHEDULE: ROOF -TOP MOUNTED INSTALLATIONS: MAXIMUM ALLOWABLE LATERAL WIND PRESSURE ANCHOR TO 1105T 57RUCf11RE I ) CUP AT EACH CORNER 2) CLIPS AT EACH CORNER TOTAL OF 4 CLIPS PER UNIT) TOTAL OF 8 CLIPS PER UNIT) MAXIMUM SURFACE AREA OF UNITS LARGEST FACE EIGHHEIGHT UNITWIDTH SHEET METAL SCREW SHEET METAL SCP.EW TO ALUMINUM TO STCEL SHEETMETAL SHUT METAL SCREW TO SCREW TO STEEL ALUMINUM 4 FP 100 PSF 100 PSF _ _ 84 PSF 84 PSF 100 PSF -_ -1 W PSF 300 PSF 100 PSF8Fl- 9 FP 48' MAX 24 " MIN )= 56 PSF 56 PSF 1OG PSF 100 PSF 12 FT+ t_ 43 PSF 42 DSF 82 PSF - 82 PSF fit PSF 61 PSF 34 f+Sf 34 PSF 67 PSF 67 PSF 25 FP MAX 27 PSF 2) PSi 48 MIN f S3 PSF _ 44 PSF _ 44 PSF 44 PSFFP60 l%lLl i 37 PSF 37 PSF 1. TIE-OOWH CLIPS SHALL SE FASTENED TO MECHANICAL MOUSING UNIT WITH (3)-A 12 SAE GRADE 5 SHEET METAL. SCREWS. 2. MECHANICAL HOUSING UNIT SHALL CONFORM TO THE FOLLOWULG: 2.1. ALUMINUM HOUSING UNITS SHALL BE 6063-T6 MIN. ALUMINUM SHEET WITH Fty-30 KSI, 0.125' MIN. THICKNESS. 2.2, STEEL HOUSING UNITS SHALL BE 33KSI HIP. STEEL, GRADE 33, 22GA MIN. (tx0,0239") 3. A MAXIMUM ALLOWABLE VALUE OF 100 PSF HAS BEEN UTILIZED: FOR HIGHER DEMAND CAPACITIES CONTACT THIS ENGINEER FOR SITE -SPECIFIC ENGINEERING. SUBSTRATE IAALUXINUM: {2)-A14 SAE GRADE 5 SHF.Ei PETAL SCREW TO ALUMINUM, PROVIDE (5) PINCHES PIN. I 125` MIN. THICK, 6061-T6 MIN. ALU.LNUN PAST THREAD PLAN£ FOR SHEET METAL SCREW. STEEL: V (2)(2)-114SAEGRADEGRADE 5 SHEET METAL SCREW TO STEEL. PROVIDE (5) PINCHES MIN. PAST 0.125- MIN. THICK, 33 KSI MIN. STEEL) THREAD PLANE FOR SKEET METAL SCREW. 1. EMBEDMENT AND EDGE DISTANCE EXCLUDES. FINISHES, IF APPLICABLE. 2. ENSURE MINIMUM EDGE DISTANCE AS NOTED IN ANCHOR SCHEDULE, EXAMPLE: 4 CUPS X 90 UVCUP -36OLS REQUIRED UPLIFT DEMAND SMALL RE DETERMINED ON A SITE SPECIFIC BASIS BY LICENSED ENGINEEA OR REGISTERED ARCNTTECT; NOT INCLUDED IN THIS TASLg ff M -DENOTES VALUES NOT APPROVED FOR USE NOR: RCOFIiY fN5 ALUnON55?MlL O]NTMX RU KtXIDw b(RNYAG GiMA'ifCI1ON lSPD (Ap t37I tDR MMQ) fNIKN FFAYNRF5 n4TRDDr NDt6YJ'CD NfQNNNAL iMtiS lX MD{FVICD M' Ri%P_5 A4R61D A NlNIMri DI b INCN95 Al1p,.21Nf ) EDDr StFFwCC QR WtNRF aOpPM MATERN(§ exrOrD lu:AtAm rlrE 1MfT. d RAtSTD ebwrarrrsurwrs AKA:A(AGw N1A'!MW CIf A4ACC Nrrl.:IrW RLCORDRNC2 Mnl STCrlpl 1 FOP MQ'p[ 142 DrTHf MRDtAG tKKlP ID FRNIr MAVR; RDM1KlNLAI, AA'OW IWA'TLNUKF OF Nl RDI]FtK. f/SlEM. 4NYRLG DA FUPPpvrurRlrep yr mrsa^vcn Fllut N4v£STPA.tA TE WCW{{MADDR VERlFYNG rxrFGRrD".Vro I.' dJT51DE Tltl.`SCDY OTTIAb cARrrvrcAnaW. ADDITIONAL ALLOWABLE UPLIFT: 90 LBS/CLIP DESIGN TABLE ACCOMMODATES MAX 90LBXUP AS ADDITIONAL UPUFr IN COMBINATION WITH UPLIFT CAUSED BY OVERTURNING FROM LATERAL FORCES. SEE ASCE 7-1 D SECTION 29.5 FOR MDRE INFORMATION-) ALLOWABLE UPLIFT PER UNIT 15 BASED ON_.__. THE NUMBER OF CLIPS UTILIZED z 90LBXUP EXAMPLE: 4 CLIPS X 90 LFVCLIP -36OL13 REQUIRED UPLIFT DEMAND SHALL BE DETERMINED ON.A SITE SPECIFIC BASIS BY LICENSED ENGINEER OR REGISTERED ARCHITECT; NOT INCLUDED IN THIS l CERTYffCATION J TABLE LEGEND: Y= -DENOTES VALUES NOT APPROVED FOR USE 11-BMP-0001 n FOR ANY CLIP LONGER THAN 10' UTILIZE (5)-s12 SAE GRADE S SHEET METAL SCREWS (PROVIDE 2-MIN, SHEET METAL SCREWS AT 0. 9' '1rrI IITYP O 0.068, THICK 0 " t7 ASTM A283 i 0 0 STEEL, TYP. 3)-012 SAE GRADE 5 \...A SHEET METAL SCREWS _ Y.'D HOLE, WITH ( OTHER AT TOP OF SLOT, TYP. ANCHOR FROM 1' CLIP ANCHOR NSDIM5[ENSIENSIOO) 0.75 SCHEDULE, TYP. F3' 2`-0,375- 1 1" CLIP ISOMETRIC DETAIL q N.T.S. / ISOMETRIC 0.1.25" s/ 0.113" THICK V/ ASTHTE A283STEEL, 7YP. kkklll Yd FACTORY -MILLED V,'O HOLES; UTILIZE ANCHORS FROM 2" CLIP ANCHOR SCHEDULE, TYP. 3)-012 SAE GRADE 5 SHEET METAL SCREWS AT TOP OF SLOT, TyP. 1?0 HOLES, NOT TO BE USED FOR ANCHORS; TYP.'" 2"CLIP ISOMETRIC DETAIL q N.T.S. ISOMETRIC MECHANICAL: UNIT BY OTHERS. ALUMINUM HOUSING UNITS SHALL BE6063-T6 MIN. ALUMINUM SHEET WITH Fty-30 KSI, 0.125' MIN. THICKNESS, STEEL HOUSING UNITS SHALL BE 33KSI MIN. STEEL, GRADE 33, 22GA MIN. t-0.0299-). 0.068" THICK ASTM A283 STEEL CLIP, TYP, BASE OF "' SHALL _ BE FLUSH WITH BASE OF CLIP, NO SPACE PERMITTED, TYP. 3)-/ 12 SAE GRADE 5 SHEET METAL SCREWS THROUGH CLIP- TO MECHANICAL HOUSING UNIT BY OTHERS. PROVIDE (5) PINCHES MIN, PAST THREAD PLANE FOR EACH sMS, TyP. ANCHOR PER ANCHOR SCHEDULE i SUBSTRATE PER SCHEDULE (VARIES)ES) 1" TIE -DOWN CLIP s ANCHOR DETAIL q 3' - 1'-0' DETAIL CUP IS DESIGNED FOR FULL. CONTACT WI714 THE BASE OF EACH I-, MECHANICAL UNIT, TYP. __.._._. MECHANICAL UNIT BY OTHERS. ALUMINUM HOUSING UNITS SMALL BE 6063-T6 MIN, ALUMINUM SHEET WITH Fty-30 KSI, 0.125' MIN. THICKNESS, STEEL HOUSING UNITS SMALL BE (3)-t12 SAE GRADE 5 SHEET METAL 33KSI M1N. STEEL, GRADE 33, 22GA MIN. SCREWS THROUGH CLIP TO t-0.0299-). MECHANICAL HOUSING UNIT BY OTHERS. PROVIDE (5) PINCHES MIN. PAST THREAD PLANE FOR EACH SMS, TYP. 0.113' THICK ASTM-^-.I f A283STEEL CLIP, TYP, " j'•( BASE OF UNIT SHALL} /--- (2) ANCHORS PER ANCHOR BE FLUSH WITH BASE ]/8' SCHEDULE OF CLIP, ND SPACE// PERMITTED, TYP. vr/ SUBSTRATE PER ANCHOR- SCHEDULE ( VARIES) 2" TIE -DOWN CLIP ANCHOR DETAIL DETAIL I` CUP IS DESIGNED FOR FULL j CONTACT WITH THE BASE OF EACH MECHANICAL UNIT, TYP. d z u J 3Q O LL-° F uj 3 °a z' a s E i CO FAW 01 LIMITED POWER OF ATTORNEY Date: 10/17/16 I hereby name a,nd,appoirlt: Stephen Williams an agent of: Westbrook Service Corp Name of Company]i to be my lawful, attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to thisappointmentfor (check only one,, option): ElAll permits and applications submitted by this contractor, Or The specific permit and application for work located at: 1043 Coquina Ln. Street Address) 33-19-30-521-0000-1040 Parcel ID) Expiration Date for This Limited Power of Attorney.- - 12-31- 16 License Holder Namf State License NumbE Signature of License STATE OF FLORIDA COUNTY OF Orange The foregoing instrument was acknowledged before me this day of 2016 by 141 1-S. Orange Blossom Trail Orlando, F1 who isOpersonally known to me or has produced REMPAPP, m CHRISTY N. NEWSOME Notary Public - State of Florida Commission # FF 214512 MY COMM. Expires Jul 17, 2019 Bonded through National Notary Assn, as identification PrMt or t t.ry n,— Notary Public - State of Commission No, My Commission Expires:, r ` City of Sanford HVAC Permit Application Checklist All permit application packages must be complete prior to acceptance. You must check each box to the left or indicate n a on this submittal. A com lete application g a / p pp ' package shall include the following: Building Permit Application completed, signed and notarized. Application must include correct address and complete parcel I.D. number. El Copy of applicable contractor's license issued by the State of Florida (if the contractor is the applicant). A site specific notarized power of attorney shall be required from the licensed contractor if he/she appoints an employee of his/her company to sign the permit application as the contractor. Certificate of insurance indicating worker's compensation insurance coverage and naming the City of Sanford as certificate holder, or a copy of a worker's compensation exemption issued by the State of Florida (must be submitted with each application if contractor is the applicant). Completed and signed Owner Builder Statement / Affidavit ('if the owner is the applicant). One (1) copy of equipment sizing calculations — for new construction installations: o Residential - ACCA Manual J-2003 or other approved heating and cooling calculation methodology. o Commercial - ACCA Manual N-2005 or other approved heating and cooling calculation methodology. These guidelines were compiled to assist the applicant in preparing a HVAC change out permit application and may not be complete. The applicant isrequired to meet all City ref Sanford, state, and federal code requirements. j I Revised: March 2014